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Award Date:
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Bidding Requirements, City of Renton
Forms, Contract Forms, Conditions of the
Contract, Plans and Specifications
Construction of:
CONTRACT NUMBER
CAG-16-036
Talbot Hill Sewer Relocation -
I-405, SR 167 IC/DC Project
PROJECT NO.
WWP-27-03812
March 2016
City of Renton
1055 South Grady Way
Renton, WA 98057
Project Manager: Michael Benoit
(425)430-7206
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CITY OF RENTON
RENTON, WASHINGTON
CONTRACT DOCUMENTS
for the
Talbot Hill Sewer Relocation -
I-405, SR 167 IC/DC Project
PROJECT NO.
W W P-27-03812
March 2016
BIDDING REQUIREMENTS
CONTRACT FORMS
CONDITIONS OF THE CONTRACT
SPECIFICATIONS
PLANS
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Bellevue, WA 98004
425.869.9448
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Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
W W P-27-03812
CONTRACT DOCUMENT TABLE OF CONTENTS
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
*Proposal Bid Bond Form
*Schedule of Prices
❖Bond to the City of Renton
❖Fair Practices Policy Affidavit of Compliance
❖Contract Agreement (Contracts other than Federal - Aid FHWA)
Prevailing Minimum Hourly Wage Rates
Statement of Intent to Pay Prevailing Wages
Affidavit of Prevailing Wages Paid
Special Provisions
Standard Plans
Appendix A- Construction Record Drawings for WSDOT Retaining Wall
Appendix B - WSDOT Permits
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
Public Works Department
1055 South Grady Way
Renton, Washington 98057
CITY OF RENTON
SUMMARY Of FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 4085
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 ali persons without regard
to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation
or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service
animal; marital status; parental/family status; military status; or veteran's status, or the
presence of a physical, sensory, or mental 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 oi
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.
(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) 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 by City policy.
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 IN by the City Council of the City of Renton, Washington, this � th day of
March , Zpll ,
CITY O RENTONl�-�"/
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Denis Law, Mayor
RENTON CITY COUNCIL
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uncil Pr sident
Attest:
;�•�4,�u.�- 's � f _/1�.��
Bonnie I. Walton, City Clerk
CITY OF RENTON
SUMMARY OFAMERIC.9NS WITH DISABILITIES AGT POLICY
� ,4DOPTED BY RESOLUTIONNO. 3007
The policy of the City of Renton is to promote and afford equal treatment and service to all citizeas arid to assure
employment opportuanity to persons with disabilities, when the City of Renton can reasonably accommodate the
disabitity. This policy shatl be based an 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 deparhnents of the City
of Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES -�11 activities relating to employment such as
recruitment, selection, promotion, ternunation and Uaining shall be conducted in a non-
discruninatory manner. Personnel decisions will be baseti on individual performancc,
staffing requirements, and in accordance with the Americans With Disabilities Act and
other applica.ble laws and regulations.
(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 for persons with disabilities in
employment and receipt of City services, activities and programs.
(3) AMERICANS WITH DISABILITIES ACT POLICY - The City of Renton Americans
With Disabilities Act Policy will be maintained to facilitate equitable representation
within the City work forcc and to assurc cquai cmployment opportunity and equal
access to City services, activities and programs to all people with disabilities. It shall
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
(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 operarional documentation of the City,
u�clud'u�g bid calls, and shall be promineutly displayed in appropriate City facilities.
CONCURRED IN by the City Councit of the City of Renton, Washington,
this 4th day of October 1993.
CITY .OF RENTON
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Mayor
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City Clerk 1�
RENTON C1TY COUNCIL:
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Council President
CITY OF RENTON
Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
W W P-27-03812
SCOPE OF WORK
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:
The construction of the Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project includes the open cut
installation of approximately 630 linear feet of 8" PVC sewer, 690 linear feet of 12" PVC sewer, 100
linear feet of 15" PVC sewer, 70 linear feet of 18" steel casing with 12" PVC carrier pipe, and 300 linear
feet of 36" steel casing with 15" PVC carrier pipe. It will also include the installation of approximately
860 linear feet of 12" HPDE sewer through horizontal direction drill installation, and approximately 240
linear feet of 36" steel casing with 15" PVC carrier pipe through guided pilot ram. The project also
includes the installation eleven (11) sanitary sewer manholes, the installation / extension of 180 feet of
an existing 12" concrete culvert, rough grading and construction of a gravel access road, minor asphalt
parking lot patching, and associated landscape restoration.
Note that a si�nificant portion of work under this proiect, that bein� the portion parallel to S 14th Street,
needs to be completed by September 30, 2016. See Section 1-08.13 of the Special Provisions for detail.
Any contractor connected with this project shall comply with all Federal, State, County, and City codes
and regulations applicable to such work and perform the work in accordance with the plans and
specifications of this contract document, in addition to all applicable permits obtained for the project.
SR167 IC/DC PROJ ECT
TALBOT HILL SEWER RELOCATION -
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.
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.
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 reserves the right to add or to eliminate portions of that work as deemed necessary.
4. Plans may be examined at the Public Works Department Office. 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. Bidders shall 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.
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.
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 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.
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.
12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's
compensation, public liability, and property damage as identified within Special Provisions,
Specification Section 1-07.18 "Public Liability and Property Damage Insurance".
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
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 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.
� 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.
� 20. Standard Specifications
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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 or 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.
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� 1. WSDOT/APWA "2014 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.
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B. The measurement and payment terms of Special Provisions Section 1-09.14,
Measurement and Payment (added herein) shall govern.
21. A geotechnical engineering evaluation report has been completed based on subsurface
explorations along the alignment for and in the vicinity of the proposed sewers and is available for
information purposes only. A copy may be obtained 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". The Bidders shall familiarize themselves adequately
with the project site and existing subsurface condition as needed to submit their 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 protecti�n of all existing facilities, utilities and other
buried or surface improvements and shall restore the site to the satisfaction of the City.
22. The work under this project is being done under permits obtained by Washington State
Department of Transportation (WSDOT) for the I-405, SR167 Interchange Direct Connect Project.
Appendix B includes copies of the two permits WSDOT has issued to the City and the attached
commitments. This project will also be constructed under the jurisdiction of the following
permits:
• State of Washington Department of Ecology, Water Quality Certificate Order No. 1307800E 401
Certificate:
� ftp://ftp.wsdot.wa.gov/contracts/8811-SR1671nterchangeDirectConnector/RFP/Appendices/P/P03 401/
• U.S. Army Corps of Engineers — Permit No: NWS-2014-29
ftp://ftp.wsdotwa �ovjcontracts/8811-SR1671nterchanQeD�rec[ConnectorjRFP/RFPAddendum3/Appendlces/P02 404/
• Washington Department of Fish & Wildlife, Hydraulic Project Approval — Permit Number: 2015-
� 4-274+01
ftp://ftp.wsdot.wa.�ov/contracts/8811-SR1671nterchangeDirectConnector/RFP/Appendices/P/PO4 HPA/
� • City of Renton, Critical Area Permit — Land Use Action File No.: LUA15-000522, CAR
ftq://ftp,wsdot.wa.�ov/contr�cts/8811 SR1671nterchanReDirectConnector/RFP/Appendices/P/POS CriticalAreaVariance/
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23 Bidder's Checklist
❑ 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?
0 Is the amount of the bid guaranty at least S 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?
❑ Have you submitted the Dept. of Labor & Industries Certificate of Registration form?
� 0 Are you prepared to submit the qualifications for the Horizontal Directional Drill Contractor
(per 7-20.3(5)A) and the Guided Pipe Ramming Contractor (per 7-22.3(4)A) within forty-eight
(48) hours of the bid submittal deadline if you are the apparent or second low bidder?
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CAG-16-036
CITY OF RENTON
CALL FOR BIDS
Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
WWP-27-03812
Sealed bids will be received until 2:30 p.m. Tuesday, April 5, 2016 at the City Clerk's office, 7th
floor and will be opened and publicly read in Conference Room 511 on the 5`" floor, Renton City
Hall, 1055 South Grady Way, Renton WA 98057.
The work to be performed within One Hundred Eighty (180) working days from the Notice to
Proceed Date under this contract shall include, but not be limited to:
The construction of the Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project inc{udes the
open cut installation of approximately 630 linear feet of 8" PVC sewer, 690 linear feet of 12" PVC
sewer, 100 linear feet of 15" PVC sewer, 70 linea� feet of 18" steel casing with 12" PVC carrier
pipe, and 300 linear feet of 36" steel casing with 15" PVC carrier pipe. It will also include the
installation of approximately 860 linear feet of 12" HPDE sewer through horizontal direction drill
installation, and approximately 240 linear feet of 36" steel casing with 15" PVC carrier pipe
through guided pilot ram. The project also includes the installation eleven (11) sanitary sewer
manholes, the installation / extension of 180 feet of an existing 12" concrete culvert, rough
grading and construction of a gravel access road, minor asphalt parking lot patching, and
associated landscape restoration.
� Note that a sisnificant aortion of work under this proiect, that bein� the uortion parallel to S 14`h
Street, needs to be comqleted bv Seatember 30, 2016. See Section 1-08.13 of the Saecial
Provisions for detail.
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Any contractor connected with this project shall comply with all Federal, State, County, and City
codes and regulations applicable to such work and perform the work in accordance with the plans
and specifications of this contrad document. �
The City reserves the right to reject any and/or all bids and to waive any and/or all informalities.
Bid documents will be avai{able March 21, 2016. Plans, specifications, addenda, and the plan
� holders list for this project are available on-line through Builders Exchange of Washington, Inc., at
httu://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works", "City of Renton",
"Project's Bidding". (Note: Bidders are encouraged to "Register as a eidder," 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, Mike
Benoit, at 1055 South Grady Way, Renton, WA 98057, mbenoit@rentonwa.gov, or (425) 430-
7206.
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 A�'ie '" ns with Disability Act Policies shall
apply.
-�or
Jason A. Seth, CMC, Ciry Clerk .
Published:
Daily Journal of Commerce March 21, 2016
Daily Journal of Commerce March 28, 2016
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Heavy - Highwa��
Construction
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April 29, 2016
City of Renton
Public ��'orks Dept.
1055 S. Grady Way�
Renton, WA 98057
Attention: Michael F3enoit -- ��'astewater Utilit�
Reference: Project No. WWP-?7-03812
Talbot Hill Sewer Relocation - I-405. SR 167 IC/DC
Lead Personnel
Dear I�1ichael:
"l�he follo�ving lead personnel �� ill be assigned for the abo� e referenced project:
Project Manager: Rick Krier
Project Engineer: Sherry Peter
Project Superintendent: Jay Krier
EEO Officer: Jessica Scarsella
In case of emergency please contact the follo�ving individuals:
Robert Scarsella Home: 206-824-7030
CeII: 206-817-0978
Email: scarsellafive'�rscarsellabros.com
t� Rick Krier Home: 425-413-8903
Cell: 253-261-3716
Email: rick.k c scarsellabros.com
Sherry Peter Home: 425-413-0273
Cell: 253-329-8483
Email: sherryp,ascarsellabros.com
� Jay Krier Home: ?53-862-3635
Cell: � 253-954-6754
Email: iay.k c scarsellabros.com
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An Eqc�al
Opportuniry
Employer
(c�' /) `�,r 5 r (%S�) ,� � � � 1
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P.O. Box 68697 • Seattle, Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395-1209
AK Lic. #34714 • AZ Lic. #ROC249216 • CA Lic. #779354 • ID Lic. #10394-Unlimitcd-l-2
MT Lic. # 146fi27 • ND Lic. #44607 • OR Lic. #968f34 • UT Lic. #7646917-5551 • WA Lic. #SCARSBI183B8
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Person(s) �vho will be representing the Contractor in meetings witli the Project Engineer regarding interim
and final Contractor Performance Reports and who are authorized to sign Change Orders and the Final
Contract Voucher Certification are:
*Robert Scarsella
*A. Don Scarsella
Should you have any additional questions, please do not hesitate to call.
Respectfull
obert Scarsella
Vice President
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Scarsella Bros. Inc.
-- I�en$`o�n �
Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
W W P-27-03812
Proposal & Combined Affidavit & Certificate Form
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TO THE CITY OF RENTON
RENTON, WASHINGTON
Ladies and/or Gentlemen:
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 schedule of prices.
The undersigned further certifies and agrees to the following provisions:
NON-COLLUSION AFFIDAVIT
' 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.
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CERTIFICATION RE: ASSIGNMENT OF
ANTI-TRUST CLAIMS TO PURCHASER
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 purchaser, subject to the aforementioned exception.
AND
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Scarsella Bros. Inc.
MINIMUM WAGE AFFIDAVIT FORM
I, 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 minimum rate of wages as specified in the principal contract.
t have read the above and foregoing statements 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
Scarsella Bros. Inc.
Name of Bidder's Firm
Signature of Authorized Representative of Bidder*: �� '��'`-�f'L`"�� �
Printed Name: Bob Scarsella Title: Vice President
Address: P.O. Box 68697, Seattle, WA 98168-0697
Contact Name (please print): Bob Scarsella
Phone: 253-872-7173 Email: patty.b@scarsellabros.com
*The above signature must be notarized using the applicable notary language found on pages 3 and 4.
!f business is a CORPORA710N, please complete this seciion:
Name of President of Corporation Not Used
Name of Secretary of Corporation A. Don Scarsella
Corporation Organized under the laws of
With Main Office in State of Washington at
State of Washinqton
8404 so. 196th St.. Kent. WA 98031
!f business is a PARTNERSHIP or LIMITED UABlLITY COMPANY, please complete this section:
Name: Title (Partner, Member, Mana�er):
Proposal & Affidavit/Certificate Page 2 of 4
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Notary Public in and for the State of
Washington, residing at
Print Name:
My commission expires:
CORPORATION FORM
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Scarsella Bros. Inc.
INDIVIDUAL FORM
STATE OF WASHINGTON )
: ss
County of )
On this day of before me personally appeared
to me known to be the individual(s) described in and who executed the foregoing instrument,
and acknowledged under oath that (he/she/they) signed and sealed the
same as (his, her, their) free and voluntary act and deed, for the
uses and purposes therein mentioned.
GIVEN under my hand and offiicial seal the day and year last above written.
(SEAL) _
STATE OF WASHINGTON )
: ss
County of King )
On this 12th day of April, 2�16 before me personally appeared Bob Scarsella
to me known to be the Vice President (President, Secretary, Treasurer} of the
corporation that executed the foregoing instrument, and acknowledged said instrument to be
the free and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that he (he/she/they) are authorized to execute said
instrument.
GIVEN under my hand and o`;`r����`�i�, day and year- l,ast above written.
� � �
� . •... � �
� G� F @ ��
(SEAL) a'���;� • ' •A��., - c� � �t< <-1 ,� ; ..�� , �-�.h�t.� _�
��;��,. .
4�� �pT�j,9:s � Notary Public in and for the State of
' �*; «� �:*.` Washington, residing at Kent, WA
r • �
:��G �'r � Print Name: Patricia F. Brush
.
: �. :
fJ, '•�� tld�':,�0��
I�����ii� �WA8H��v��`
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My commission expires: 9/8/18
Proposaf & Affidavii/�ertificate Page 3 of 4
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Scarsella Bros. Inc.
PARTNERSHIP FORM
STATE OF WASHINGTON )
: ss
County of _ )
On this day of before me personally appeared
to me known to be a General Partner of the partnership known as
that executed the foregoing instrument, and acknowledged said
instrument to be the free and voluntary act and deed of said partnership, for the uses and
purposes therein mentioned, and on oath stated that (he/she/they) are authorized
to execute said instrument.
GIVEN under my hand and official seal the day and year last above written.
(SEAL)
Notary Public in and for the State of
Washington, residing at
Print Name:
__
My cnmmission expires:
STATE OF WASHINGTON
County of
LIMITED LIABILITY COMPANY (LLC) FORM
)
: ss
_ )
On this day of , 20 , before me personally appeared
to me known to be a Managing Member of the Limited Liability
Company known as and that he/she/they executed the
foregoing instrument, and acknowledged said instrument to be the free and voluntary act and
deed of said Limited Liability Company, for the uses and purposes therein mentioned, and on
oath stated that (he/she/they) are authorized to execute said instrument.
GIVEN under my hand and official seal the day and year last above written.
(SEAL)
Notary Public in and for the State of
Washington, residing at
Print Name:
My commission expires:
Proposol & Affidavit/Certificate Page 4 of 4
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Scarsella Bros. Inc.
Department of Labor and Industries
Certificate of Registration
Name on Regish•ation:
Registration Nw»ber:
Expiration Da�e:
Scarsella Bros. Inc.
SCARS61183B8
5/7/17
Note: A copy of the certificate will be requested as part of contract execution when project is awarded.
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BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's check,
of $ 5% of Bid Amount _ �vhich amount is not less than,five�i
Signatu
Know All Men by Tfiese Presents:
or }id'6or,d the a ount
y.�the t I bid.
That we, Scarsella Bros. Inc. as Principal, and
Liberty Mutual Insurance Company as Surety, are held and firmly bound unto the City of Renton, as
Obiigee, in the penal sum of Five Percent (5%) of Bid Amount Dollass, for the payment of
which the Principal and the Surety bind themselves, their heirs, exec►�tors, administrato�s, successors
and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any award to the Principal for
Talbot Hitl Sewer Relotation - I-405, SR 167 IC/DC Project atcording to the terms of the proposal or bid
made by the Principal 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 awa►•d and shall give bond for the
faithful performance thereof, u.rith Surery or Sureties approved by the �bfigee; or i( the Principal shall,
in case af fai{ure to do so, pay and forfeit to the Oaligee the penal amount of the deposit specified in
the call for bids, then tfiis obligation shall be null and void; other�Vise it shall be and remain in full force
and effect and the Surety shall forthu�ith pay and forfeit to the Obtigee, as penalty and liquidated
damages, the amount of this bond.
SIGNED, SE�iLED AND DATED THIS 5th
Reteived return of deposit in the sum of $
DAY OF April 0 16 ,
Scarsella Br . I
���
Principal
Li Mutuall uran�pan
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Surety Cynthia L. Jay, Attorney-in-F
' Prc._aed co 6�ilriers Facc�ar:ce of nA. inc. FoY usaoe Cac:d;.t;oa& Agreer,.an� saa rr W.bxwa.cem - A:.ways VNCL?y Sca1e
tTHIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS P2INTED ON RED BACKGROUND.
Tf;is Power oF Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
Certificate No. >>zeesi
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American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company WestAmerican Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire 8 Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of
the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under lhe laws of the State of Massachuseris, and West American Insurance Company
is a corporation duly organized under the laws of Ihe State of Indiana (herein coliectively called Ihe'Companies"), pursuanl to and by authority herein set forth, dces hereby name, constitule
and appant, Aliceon A. Keltner; Annelies M. Richie; Barbara A. Johnson Brent E. Heilesen; Carley Espiritu; Christopher Kinyon� Cynthia L. Jay� Diane
M. Harding; Eric A. Zimmerman; James B. Binder; Jamie Diemer; Jennifer L. Snyder; Jon J. Oja� Julie R. Truitt; Karen C. Swanson Kristine A.
Lawrence; Lisa M. Anderson; Mitchell R. Smee; Peggy A. Firth; Peter J. Comfort
, all of the city of Tacoma , state of WA each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge
and deliver, fa and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall
be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized o�cer or official of the Companies and the corporate seais of the Companies have been aKxed
thereto this �st day of October , 2015
� �,vDC-01� ���:I,-yUn �L.t. �:�,y. Pe-,�tiS✓9�
�4. �.:x,,; Rl-s�< � 'c.v � , s. (. >� Qc. ��rc ..v�'�"c�
, a 1906 � � �9t9 j 1 1912 ' A� F 1991 �
✓ ^ S Z i � n`
� .-Gd`^•qn•,..�` �� d,y� i.ias"��;d� �yi�� ;.ai�r,f� ? ��� !•:Lim�� T
a: i ♦ � *` ♦
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STATE OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
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American Fire and Casualiy Company
The Ohio Casualty Insurance Company
Liberty Mutual Insurance Company
West merican Insurance Company
ey: � .��f , �
David M. Care , Assistant Secretary
On lhis 1 st day of October , 2015 ,�fore me personalty appeared David M. Carey, who acknowiedged himself to be the Assistant Secretary of American Fire and
Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do,
execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
IN WITNESS WNEREOF, I have hereunto subscribed my name and affxed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written.
gP PASr COMMONWEALTH OF PENNSYLVANIA �/-� �/I�%���.-dJ
�- __ -- — —, U� %/
Q,�'���"Weq��l� I NotanalSeal ��
ti c° = v Teresa Pastelia. Notary Public - gy; � _
oF Plymouth Twp„ Montgomery County � Teresa Pastella, Notary Public
�\a. � My Commission Expires March 28, 2077 I
J
�'p�,q� ���,`� Membei. Pennsylvania Association o( Notanes
This Power ofAttorney is made and executed pursuant to an by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance
Company, Liberty Mutual insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as foilows:
ARTICLE IV - OFFICERS - Section 12. Power of Attorney. Any o�cer or other offcial of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject
to such limitation as the Chairman or the Presiden( may prescribe, shall appoint such attorneys-in-fact, as may be necessary to acl in behalF of the Corporalion to make, execute, seal,
acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subjeci to the limitations set forth in their respective
powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such insiruments and to attach thereto the seal of the Corpwation. When so
executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under
the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the offcer or oKcers granting such power or authority.
ARTICLE XIII - Execution of Contracts - SECTION 5. Surery Bonds and Undertakings. Any o�cer of the Company authorized for that purpose in writing by the chairman or the president,
and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute,
seal, acknowledge and deliver as surery any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their
respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so
executed such instruments shall be as binding as if signed by the president and attested by the secretary.
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in-
fact as may be necessary to act on behalf of the Company lo make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety
obligations.
Authorization - By unanimous consent of the Company's Board of �irectors, the Company consenis that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shali be valid antl binding upon the Company with
the same force and effect as though manually affixed.
I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and
West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and ect copy of the Power of Attomey executed by said
Companies, is in tull face and effect and has not been revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and aKxed the seals of said Companies this �_ day of � , 201 �
�Npc�7s� Tt''iNsi, �r:su��q. ��«�suan
y�, . {, q � '�P�.;.�:;� v�. ::aq ; •D .
, 11906 f� P y��' � T, 19 7 2 � aP ' t~991 � By:
� ° � $ s Gregory W. Davenport, Assistant Secretary
�6'.� .i .>'2,1^'...* ``�a; �v ,* ''i - •_� 2
LMS 72873 122013
238 of 800
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Scarsella Bros. Inc.
CITY OF RENTON PUBLIC WORKS DEPARTMENT
Taibot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
WWP-27-03812
(Note: The bid price shall be stated in figures only, in terms of the units indicated and as to a total amount. In the event of errors or where
conflict occurs, the unit price bid shall govern. Illegible figures will invalidate the bid)
SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS.
ITE APPROX. ITEM UNIT PRICE AMOUNT
N(J. QUANTITY Doliars Cents. Dollars Cents.
1 1
Lump Sum
2 1
Lump Sum
3 1 '
Lump Sum
4 1
Lump Sum
5 1
Lump Sum
6 1
Lump Sum
7 630
Linear Foot
8 690
Linear Foot
9 100
' Linear Foot
10 70
Linear Foot
Mobilization & Demobilization
Trench Excavation Safery Systems
Construction Surveying, Staking, and As-
Builts
Traffic Control
Temporary Erosion/Sedimentation Controls
Site Ciearing and Grading
I Fumish and Install 8-inch PVC Sewer Pipe
� Furnish and install 12-inch PVC Sewer Pipe
� Furnish and Instail 15-inch PVC Sewer Pipe
IFurnish and Install 18-inch Steel Casing Pipe
with 12-inch PVC Carrier Pipe
� a.sc�, � o c� . 0 C�
per Lump Sum
$ /5; 0 n(1, � O
per Lump Sum
� �,S 00�, ��
per Lump Sum
$ �-/ o c� o c� , ��
per Lump S m
$ �3� � 0�, �D
per Lump um
$ �?��t3��0�
per Lump um
� S �. SC�
per Linear Foot
$ �.�. � d
��, per Linear Foot
� I IS, Oc�
per Linear Foot
I� �IS, O�
per Linear Foot
$ as-�, c� Q�< � i1 �
� IS OnO.�� I
$ �S 2> 0 �� C� U
��-�C� C� 0 0. 0 0 �
�
$ � (� C� C) (�. C� ��
� $ �;3 S CO.C�O
$ 31 �' / �,. c� b
�
�$ s-�� (� s� , c� o
11 300
Linear Foot
12 1
Lum� Sum
Furnish and Install 36-inch Steel Casing Pipe
with 15-inch PVC Carrier Pipe (Open C�t
Installation)
IHDD Trenchless Installation of 12-inch HDPE
Sewer Pipe
I $ �� � 0��. `l n
�$ I�,�SD.O�
$ S3C�O�Od �$ �� �00. C�a
per Linear Foot
$��G. C)��0. Ob $�� aC�, C�OC�. OC_�
per Lump Sum
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CITY OF RENTON PUBLIC WORKS DEPARTMENT
Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
W WP-27-03812
$ �� � �i. � �� I
per Linear Foot
(Note: The bid price shali be stated in figures only, in terms of the units indicated and as to a total amount. In the event of errors or where
conflict occurs, the unit price bid shall govern. Illegible figures wiif invalidate the bid)
, SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS.
ITE APPROX. ITEM UNIT PRICE AMOUNT
NO. QUANTITY Doilars Cents. Dollars Cents.
'
' 13 240
Linear Foot
'
14 240
' Linear Foot
' 15 3, 240
Linear Foot
' 16 1
Lump Sum
r 17 1
�� Each
, a3
c,4 18 4
t � Each
' 2
� �° 19 3
Each
' � 20 1
Each
'
Sp
' �p 21 2
Each
, 22 180
Linear Foot
�
Trenchless Installation of 36-inch Steei
Casing
Furnish and Install 15" PVC Carrier Pipe
within Steel Casing (Trenchless Instaliation)
Television inspection of Sanitary Sewers
Launch and Reception Shafts
Fumish and install 48-inch Diam. Sanitary
I Sewer Manhole with Flat Top
Furnish and Install 48-inch Diam.Saddle
Manhole with Flat Top
Furnish and install 60-inch Diam. Sanitary
Sewer Manhole with Flat Top
IFurnish and Install 60-inch Diam. Saddle
Manhole with Flat Top
IFurnish and Install 60-inch Diam. Drop
Manhole with Flat Top
� Extend Existing / Install New 12-Inch Culvert
$ "70�00
per Linear Foot i
$ �, s�
per Linear Fo�t
$ �7i0,C�00��C�
per Lump 5um
$ �soo, o 0
per E�
$ �� (�, �.5: � (�
per Each
I$ I� 5'SQ� C} 0
per Each
I$ Iv 30�.0��
per Each
I$ l� �00.00
per Each
I$ �d. ��
per Linear Foot
Scarsella Bros. Inc.
� 19�.C)00.00
$ � k�. c� � � , � i�
� I�,� ��0.00
$ �� �� `J i� l/ e l 1 l.>
$ ��soo,00
$ I�'J��,c�C�
I $ �3 �1- � S � o � ��
�$ �C�{3�o, oi�
I � �1��00t 00
�$ `7 �, 3 a. o 0
—�
C(�iY �F RENiUN PUBLIC WURKS DEPAR7MENT
Talbot Hill Sewer Fielocation - l-4d5, SR 767 fC(DC Project
W W P-27-03812
Scarsella Bros. Inc.
(Note: The bid price shall be stated in iigures only, in terms oi the units indicaled and as to a total amount. In the event of errors or where
conllict occurs, the unit price bid shall govern. lllegible figures will invalidate the bidj
SEE S�CTION 1-�9.14 OF Th{E SPECIAL PROVISIONS FOR INFORMA710N ON BID ITEMS.
ITE APPROX. ITEM UNIT PRICE AMOUNT
NO. C�UANTITY Dolfars Cents. Dollars Cents.
23 8
Each
24 12
Each
Connect to Existing Sewer Manhole
� (oC�C`�,CO �$ ���CO3�;0
per Each
Abandon Existing Sanitary Sewer Manhole
Adandon 8� FiII Existing Sanitary Sewer Main
25 1,530 Over 10" Diam.
Linear Foot
Removal and Replacement of Unsuitable
26 50 Foundation Material
Ton
� b�C�0,C�6 I � � �oOC�. 00
per Each
$ fC�<Do �� l� �OU� 00
per Linear Foot
� C�� , � 0 I� �� S G, C� 0
per Ton
27 7,400 Select Imported Trench Sackfill $ � �,� (� (� $ [ � ;�� � � �� � �
Ton per Ton
28 ' 7,500 Imported Gravef Borrow For Fil! $ � q, �S $ ���-i 3']� , Q Q
Tan per Ton
� Crushed 5urtacing Base Course for Grave!
29 2,500 Road � � ol, 5 0 $ S'(D� �..SC ,(3 �
7on per Ton
30 5o Controlled Qensity Fiil (BacMill) (As Requiredj $ � J� �< �� $ (c,� ��. � U
Cubic Yard per Cubic Yard
31 6b� Asphalt Patch Induding CSTC $ 3('l� � Q $ � q� �Q Ci� Q(�
Square Yard per Square Yard
32 1 5urface Restoration
Lump Sum
SubYotal
9.5% 8ales Tax
Totai
$ ��J 0��%.�� I$ ��l�iQ�.�d
per Lump um I
$ �._T � O "1, �.S �� 0 Q
$ a��. lg�. ��-
� 3 / �; 3 �-i � C� . `�' �-
Addendum 1
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BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned Scarsella Bros. Inc.
Bond #023035721
as principal, and Liberty Mutual Insurance Company
corporation organized and existing under the laws of the State of Massachusetts 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 $3,183,440.94 for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or person representatives, as the
case may be.
This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of
the City of Renton.
Dated at Seattle , Washington, this 27th day of April , 2016.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Public Works Construction Contract CAG-16-036 providing for
construction of Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Prolect
(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.
Scarsella Bros. Inc. Liberty Mutual Insurance Company
Frincipal Sur
��
Signatur Signat re
� ,
Vice President
Title
Cynthia L. Jay, Attorney-in-Fact
Title
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THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. �
This Power of Attorney limits the acts of those named herein, and they have no authority to 6ind the Company except in the manner and to the extent herein stated.
Certificate No. %�ze3%3
American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company West American Insurance Company
POWER OF ATTORNEY
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KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of
the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under lhe laws of the State of Massachusetts, and West American Insurance Company
is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute
and appoint, Aliceon A. Keltner; Annelies M. Richie; Barbara A. Johnson; Brandon K. Bush� Brent E. Heilesen Carley Espiritu� Christopher Kinyon
Cynthia L. Jay; Diane M. Harding; Eric A. Zimmerman; James B. Binder; Jamie Diemer; Jennifer L. Snyder; Jon J. Oja Julie R. Truitt� Karen C.
Swanson; Kristine A. Lawrence; Mitchell R. Smee; Peter J. Comfort
ail of the city of Tacoma , state of WA each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge
and deliver, for and on its behalf as surety and as its act and deed. any and ail undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall
be as binding upon lhe Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or offcial of the Companies and the wrporate seals of the Companies have been affixed
thereto this � atn day of April , 2016
, N
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STATE OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
American Fire and Casualty Company
The Ohio Casualty Insurance Company
Liberty Mutuai Insurance Company
West merican Insurance Company
By: a� '''" _
David M. Care , Assistant Secretary
On this 14th day of April , 2016 ,�fore me personally appeared David M. Carey, who acknowledged himself to be the Assistant 5ecretary of American Fire and
Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Compa�y, and that he, as such, being authorized so to do,
execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himseif as a duly authorized officer.
IN WITNESS WHEREOF, I have hereunto subscribed m name and a�xed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written.
�P pqsr COMMONWEALTH OF PENNSYLVANIA 1`� _'^�Q'�""""
i - - — --- -- �
Q-��,M°"we,�Fl� I Notarial Seal
��,° � v ieresa Pastella, Notary Pubhc li gY;
oF Ptymouth Twp , Montgomery County Teresa Pastella. Notary Public
� �Q Lhty Commission Expires March 28. 2017 �•
�.q���, �,��' Membec Pennsylvanla Assa:iation of Notaries�
F'�'
This Power ofAttorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company. The Ohio Casualty Insurance
Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows:
ARTICLE IV - OFFICERS - Section 12. Power of Attorney. Any officer or other o�dal of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject
to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corpwation to make, execute, seal,
acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. 5uch attorneys-in-fact, subject to the limitations set forth in their respective
powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so
executed, such instruments shall be as binding as if signed by the President and attested to by the 5ecretary. Any power or authority granted to any representative or attorney-in-fact under
the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority.
= ARTICLE XIII - Execution of Contracts - SECTION 5. Surety Bonds and UndeRakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,
Land subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute,
Z Useal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their
respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so
executed such instruments shall be as binding as if signed by the president and attested by the secretary.
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in-
fact as may be necessary to act on hehalf of the Company 10 make, execute, seaf, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety
� o6ligations.
' Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
, I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and
� West American Insurance Company do hereby ceRify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said
� Companies, is in full force and effect and has not been revoked.
I
I IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this �� day of (] ✓- � , 20 ��
, � ��i� , A.:1� �Lj' � � 9,. �'' .
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a 1906 191� 191Z �' � 1997 By:
iL, a �J,f a� 4� -y � Gregory W Davenport, Assistant Secretary
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LMS_12873_122013
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CITY OF RENTON
FAIR PRACTICES POLICY
AFFIDAVIT OF COMPLIANCE
Scarsella BrOs. InC hereby confirms and declares that:
(Name of contractor/subcontractor/consu�tant)
I. It is the policy of the above-named contractor/subcontractor/consultant, to offer equal
opportunity to all qualified employees and applicants for employment without regard to their
race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental
disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C
status; use of a guide dog/service animal; marital status; parental/family status; military status;
or veteran's status.
Ii. The above-named contractor/subcontractor/consultant complies with all applicable federal,
state and local laws governing non-discrimination in employment.
ili. When applicable, the above-named coriEractor/subcontractor/consuitant will seek out and
negotiate with minority and women contractors for the award of subcontracts.
Jessica Scarsella
Print Agent/Representative's Name
EEO Officer
Print Agent/Representative's Title
Agent e sentative's Signature
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Date Signed
Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or
supplier. Include or attach this document(s) with the contract.
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CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this ��, day of �"�, �,(,. by and bet�veen THE
CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as
"CITY" and Scarsella Bros. Inc. , hereinafter referred to as "CONTR�CTOR."
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-�vit: within One Hundred Eighty (180} 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 t}�e labor,
materiais, appliances, machines, tools, equipment, utility and transpoi-tation services necessary to perform
the Contract, and shall complete the construction and installation work in a v,�orkmanlike manner, in
connection with the City's Project identified as CAG-16-036 for improvement by construction and
installation of:
' Work for the Talbot Hill Se�ver Relocation - I-405, SR 167 IGDC praject, per the "Scope of
Work" included herein.
All the foregoiilg shall be timely performed, f�irnished, 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, 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 perfornled and completed to tl�e satisfaction and
the approval of the City's Public Works Director as being in such conformity with t}�e 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 Ilereto attaclled.
' a) This Agreement
b) Instruction to Bidders
c) Bid Proposa]
' d) Specifications
e) Maps and Plans
� Bid
g) Advertisement for Bids
' I�) Special Provisions, if any
i) Technical Specifications, if any
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3) If tl�e Contractor refuses or fails to prosecute the �vork or any part thereof, with st�ch diligence as wiil 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 shal( 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 provisioi�s 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 expiration of said ten (10) day period, cease and terminate in every
respect. ln 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 ti�e right to take over and perform the Contract,
provided, however, that if ihe stirety 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 co.mpletion by Contract or by any other
method it may deem advisable, for the account and at tl�e expense of the Contractor, and his surety sha(1 be
liable to the City for any excess cost or other damages occasioned the City tliereby. In such event, tl�e City,
if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract
such materials, macl�inery, appliances, equipment, plants 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 otller rights or remedies available to
the City.
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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 tl�is Contract. This hold harrnless and
indemnification provision shall likewise apply for or on account of any. patented or unpatentcd invention,
process, article or apptiance 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
t and reasonable attorney's fees incurred or paid by tlie City in connection witl� such litigation. Furthermore,
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. The Contractor also
' agrees to name King County as an additional insured on a noncontributoiy primary basis with the same
considerations as provided the City herin.
' Nothing herein shall require tlle Contractor to indemnify the City against and hold harmless the City, from
claiil�s, 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 witlt respeet 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.
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Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.1 15, then, in
the event of liability for damages arising out of bodily injury to persons or damages to property caused by
or resulting from tlle 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.
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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.
6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and
t signed by the party giving such notice or by its duly authorized representative of such 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.
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7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract
fii�al execution, and shall complete the full performance of the Contract not later t11an One Hundred Eighty
(180) 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 t11e 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 certifcate of payment not any provision in the Contract nor partial or entire use of any
i�lstallation 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 therefi�om which shall appear within
the period of one (l) year from the date of final acceptance of the �vork, unless a longer period is specified.
The City will give notice of observed defects as heretofore s�ecified with reasonabie promptness after
discovery thereof, and Contractor shall be obligated to take i�nmediate steps to correct and remedy any such
defect, fault or breach at the sole cost and expense of Contractor.
' Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any
defective or unauthorized work.. Defective or unauthorized work includes, without limitation: work and
materials that do not. conform to the requirements of this Agreement; and extra work and materials
furnished without the City's written approval. If Contractor is unable, for any reason, to satisfactorily
' complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor
shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all
reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum
' Contract price specified above. The City further reserves its right to deduct the cost to complete the
Contract. work, including any Additional Costs, from any and all amounts due or to become due the
Contractor.
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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 4.16.044 limiting actions
upon a coiitract in writing, or liability expressed or implied arising out of a written agreement.
Tinal Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTAi�ICE OF FINAL PAYMENT
' (EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S
CLAIMS, EXCEPT TNOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED BY
CON[�RACTOR AS UNSFTTLED AT THE TIME FINAL PAYMENT 1S MADL AND ACCEPTED.
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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.
I 0) The Contractor shall f'urnish a surety bond or bonds as security for the faithful performance of the Contract,
including the payment of al! persons and firms performing labor on the construction project under this
Contract or furnishing materials in connection with this Cor�tract; said bond to be in the ful] amount of the
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Contract price as specified in Paragraph l2. `l�he surety or sureties on such bond or bonds must be duly
licensed as a surety in the State of Washington.
' 1 1) 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 aIl subcontr•actors participating 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.
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12} The total amount of this contract is the sum of $ 3 183 440.94
num ers
Three Million One Hundred Ei�htv Three Thousand Four Hundred Forty and 94/100 Dollars
„��i ��,e�� 5
including Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special
Provisions" of this Contract.
l3) INDEPENDENT CONTRACTOR. The parties intend that an Independent Contractor-Emp(oyer
' Relationship will be created by this Agreement and tl�at the Contractor has ti�e ability to control and direct
the performance and details of its work, the City being interested only in the results obtained under this
Agreement.
' 14) LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY CVENT, FILE ANY LAWSUIT
ARISING FROM OR CONNECTED W1TH THIS AGREEMENT WITHIN 120 CALENDAR DAYS
FROM THE DATE TNE CONTRACT WORK 1S COMPLETE OR CONTRACTOR'S ABILITY TO FILE
, THAT CLAtM OR SUIT SHALL BE FOREVER BARRED. THIS SECTION FURTHER LIMITS ANY
APPLICABLE STATUTORY LIMITATIONS PER10D.
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15) Non-Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants
and agreements contained in this Agreement, or ta exercise any option coi�ferred by this Agreement in one
or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or
options, and the sa►ne shall be and remain in full force and effect.
16) Written Notice. Afl communications regarding this Agreement shall be sent to the parties at the addresses
listed on tlie signature page of the Agreement, unless notified to the coi�trary. Any wi•itten notice hereunder
shaU become effective three (3) business days after the date of mailing by registered or certified mail, and
shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such
other address as may be hereafter specified in writing.
17) Assignment. Any assignment of this Agreement by either party without the written consent of the non-
assigning party shall be void. If the non-assigning party gives its consent to any assignment, the terms of
this Agreement shall co�ltinue in full force and effect and no further assignment shail be made without
additional written consent.
18) Moditication. No waiver, alteration, or madification of any of the provisions of this Agreement shall be
binding unless in writing and signed by a duly authorized representative of the city and Contractor.
19) Compliance with Laws. The Contractor agrees to coinply witfl all federal, state, and municipal laws, rules,
' and regulations that are no�v effective or in the future become applicable to Contractor's business,
equipment, and personnel engaged in operations covered by this Agreement or accruing out of the
performance of those operations.
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20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall
constitute an o��iginal, and all of �vhich will together constitute this one Agreement.
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.
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Vice President
tresi�ei5t � armer/Owner%Manager/Member
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� ceCr . ` � , n Scarsella
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d/b/a Scarsella Bros. Inc
Firm Name
GITY OF RENTON
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Mayor Denis Law
ATTEST
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Jason eth it lerk
chccA one
❑ Individual ❑ Partnersl�ip 0 Corporation Incorporated in Washington
❑ Limited Liability Company formed in
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' Attention:
If business is a CORPORATION, name of the corporation should be ]isted in full and both President and
' Secretary must sign the contract, OR if one signaiure is permitted by corporation by-laws, a copy of the by-la�vs
shall be furnished to the City and made a part of the contract document.
, If business is a PARTNERSHIP, full name of each partner shauld be listed followed by d/b/a (doing business as)
and firm or trade name; any one partner may sig�� 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.
tf business is a LIMITED LIABILITY COMPANY (LLC), name of the company should be listed in ful! and the
' contract signed by a Manager or Member who has management authority for the LLC. Please fw�nish, to the
City, a copy of the Certificate of Formation, a copy of the LLC agreement addressing management authority, and
a copy of the latest annual report filed with the Secretary of State for the LLC.
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AUTHORIZATION TO SIGN - CORPORATION LETTER
CONTRACTOR'S AFFIDAVIT
STATE OF WASHINGTON )
) ss
COUNTY OF KING )
I, A. Don Scarsella do hereby swear and attest as Vice President arid Secretary of Scarsella Bros.
Inc ("Prime C:ontractor"), a contractor operating in King County, Washington, that Robert (Bob)
Scarsella has attthority to bind and sign bid and contract documents.
Accordingly, I ller�by certify and warrailt tl�at:
(a) I am fully authorized to execute and deliver this Affidavit on behalf of Scarsella Bros. Inc,
which has contracted with the Owner (City of Renton) to act as the Prime Contractor for the
constniction of improvements and/or repairs to a project located upon property more particularly
described as: Talbot Hill Sewer Relocation — I-405, SR167 IC/DC City of Renton.
(b) Scarsella Bros. Inc hereby authorizes Robert (Bob) Scarsella to si�m and bind all bid
documents, lI1CIllC�lllg, but not limited to bid and contract documents of the above referenced
project.
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By: . Do carsella
It's: Vice President and S y, Scar la Bros. Inc
By: obert (Bob) Scarsella
It's: Vice President, Scarsella Bros. Inc
Subscribed and sworn to me on: �P/�ZL 2. Q�6
Il[1/�/�1//�
.. ° .�
' State: ��S�j�/�%`� , County:
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My commission expires: N%(S( �R. ,���9 � 'U• .�,;�o�
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�usiness License
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�55 South Grady Way Renton, WA 98057 (425) 430-6851 Fax (425) 430-6983
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License #
Scarsella Bros Inc
PO Box 68697
Seattle, WA 98168-0697
BUSINESS LICENSE
Out of City
NON-TRANSFERABLE
License #:
Expiration Date
Issued Date:
Detach Lrcense ond Gost at business lomtion 6sted be/aw.
BL.020242
07/31 /2017
05/04/2016
---�`
Clty Of, �. = t�_�:
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BL.020242
SCARSELLA BROS INC
8404 S 196th St
Kent, WA 98031-1884
Expiration Date:
NAICS Code:
07/31/2017
237310
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' Mayor Administrative � es Administrator
Licensee has applied for a City of Renton business license in accordance with Renton Municipal Code (the Code), Title V Business,
' Chapter 5 Business License. The Licensee agrees to comply with all requirements of the Code, as well as State laws and
regulations applicable to the business activity licensed.
Post this License at the place of business.
' This license does not allow licensee to operate a permanent physical location in Renton.
1055 S Grady Way, Renton WA 98057 (425) 430-6851 Fax (425) 430-6983 licensing@rentonwa.gov
'
�usiness License
Scarsella Bros Inc
PO Box 68697
Seattle, WA 98168-0697
�55 South Grady Way Renton, WA 98057 (425) 430-6851 Fax (425) 430-6983
' License #: BL.020242
Expiration Date: 07/31/2017
' Issued Date: 05/04/2016
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SCARSELLA BROS INC
8404 S 196th St
Kent, WA 98031-1884
BUSINESS LICENSE
Out of City
NON-TRANSFERABLE
: - - -, r� c�iy of k ,,
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Detach L�cense and Post ot business bmtian listed below.
.� Clty Of
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License #: BL.020242
Expiration Date: 07/31/2017
NAICS Code: 237310
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Mayor Administrative � esAdministretor
Licensee has applied for a City of Renton business license in accordance with Renton Municipal Code (the Code), Title V Business,
Chapter 5 Business License. The Licensee agrees to comply with all requirements of the Code, as well as State laws and
regulations applicable to the business activity licensed.
Post this License at the place of business.
This license does not allow licensee to operate a permanent physical location in Renton.
1055 S Grady Way, Renton WA 98057 (425) 430-6851 Fax (425) 430-6983 licensing@rentonwa.gov
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DepartYnent of Laboi and Industries -- j_�
PO Box 44450 j SCARS�ELLA. BROS INC -
F _j.
' �, , :
Olyiripia, WA 98504=4450 �; r Reg. CC`SCARSBI183B8
� ' � . . , UBI 5�7$ 035=242
J. Y, . � � Registered as provided by Law as
� � � � ` : � Construction Contractoi`
. : y (CCOI) = GEI�TEIZAL
, � �79' - , ,r,r.
SCARSELLA BROS INC � .. E�ffective Date; 1-/,28/1�9.82
P O: BQX 68597 " Expira`tion Date: 5/7/2017.
SEATTLE WA 981680697 ` , ' ' ;
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. - _ .- �'F�� '� - .
-- -- -------- -- -- ---- — ------- . -------�-- ---------
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' 4/26/2016
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� 4Vashmgton State Dep�rtment of
�% Labor & industries
SCARSELIA BROS W C
SCARSELLA BROS INC
Owner or tradesperson
' Prncipais
SCARSELLA, FRANK TONY, PRESIDENT
SCARSELLA, ROBERT PHILIP, VICE
' PRESIDENT
SCARSELLA, GINO RONALDO, VICE
PRESIDENT
SCARSELLA, RICHARD ALBERT, VICE
' PRESIDENT
SCARSELLA, A DON, VICE PRESIDENT
SCARSELLA, DONALD A, SECRETARY
' (End� 06/10/2011)
SCARSELLA, ANTHONY, SECRETARY
(End: 06/10/2011)
� Doing busmess as
SCARSELLA BROS INC
P O BOX 68697
SEATTLE, WA 98168-0697
253-872-7173
KING County
' WA UBI No. Business type
578 035 242 Corporation
Go��erning pe���sons
A
' DONALD
SCARSELLA
FRANK SCARSELLA;
GINO SCARSELLA;
' RICHARD SCARSEIIA;
ROBERT P SCARSELLA;
License
' Verify the contractor's active registration ! license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
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L cense specialC,es
GENERAL
L!cense no.
SCARS61183B8
E`fective — expi�atic�
01/28/1982— 05/0712017
Bond
SAFECO INS CO OF AMERICA $12,000.00
Bcrd acccunt no.
6315018
Raceived by L&I Effeaive da:e
01l0412005 01/01/2005
Expiration date
' Until Canceled
https://secure.l ni .wa.gov/verify/Detai I.aspx?U 61=578035242&LIC= SCARS81183B8&SAW = False
1/4
ai2si2a7 s
Insurance
Liberty Mutual Fire Insurance
Policy no.
' T62Z91454734105
Received by L81
04/28/2015
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L81 Tax debts
No L81 tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
.__._ _._--------..._._.......
No license violations during the previous 6 year period.
Workers' comp
Insurance history
t Savings
No savings accounts during the previous 6 year period.
Lawsuits against the,bond or savings
No lawsuits against the bond or ssvings accounts during the previous 6 year period.
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Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L81 Account ID Account is current.
132, 332-00
Doing business as
SCARSELLA BROS INC
Estimated workers reported
Quarter 4 of Year 2015 "Greater than 100 Workers"
L&I account representative
TO / DALE MCMASTER (360)902-5617 - Email: MCMS235@Ini.wa.gov
Workplace safety and health
Check for any past safety and heatth violations found on jobsites this business was responsible for.
' inspection results date
06/15/2015 No violations
Inspection no.
t 317936531
Location
NIB I-5 at Mellen Street
Chehalis, WA 98532
'
Inspection results date
' 02/25/2014
Inspection no.
316965946
Location
' Mile Marker 83, I-5
Centralia, WA 98531
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Inspection results date
01 /24/2014
Inspection no.
316958883
Location
Lauridsen Bridge project
Port Angeles, WA 98362
Inspection results date
SCARSELLA BROS INC
$1, 000,000.00
Effective date
05/01/2015
Expiration date
OS/01/2016
Violations
No violations
https://secure.l ni.wa.govNerify/Detai I.aspx?U BI=578035242&LIC=SCARS6118368&SAW =False
2/4
4/26/20`I6 SCARSELLA BROS INC
11/25/2013 Violations
Inspection no.
316869619
t Location
Hwy 101 and Pierson Rd
Sequim, WA 98382
' Inspection results date
10/04/2013 No violations
t Inspection no.
316865195
Location
Highway 105 MM 10
� Raymond, WA 98577
t Inspection results date
04/12/2013 No violations
Inspection no.
316739564
t Location
Hwy 101 widening job
Sequim, WA 98382
'
Inspection results date
06/OS/2012 Violations
, Inspection no.
315895367
Location
� 16655 Currie Rd
Monroe, WA 96272
' Inspection resuits date
11/07I2011 No violations
Inspection no.
t 315574186
Location
Killion Rd SE and Yelm Hwy
Yelm, WA 98597
�
Inspection results date
' 09(26/2011 Violations
Inspection no.
314941386
Location
' 18797 Southcenter Parkway
Tukwila, WA 98188
' Inspection results date
09/O6/2011 No violations
Inspection no.
t 315118224
Location
River Rd and 31st St
Tacoma, WA 98444
'
, Inspection results date
https://secure.l ni.wa.gov/verify/Detai I.aspx?U 61=5780352428LIC=SCARSBI183B8&SAW = Fal se
3/4
4/26/26'i 6
08/30/2010
inspection no.
314493024
, Location
IS Near Portland Ave Exit
Tacoma, WA 98404
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Inspection results date
07/22/2010
Inspection no.
314479643
Location
Valley Ave E and Freeman Rd E
Fife, WA 98424
SCARSELLA BROS INC
Violations
Violations
�� N/asMaytor. St�te DEpt. oE Labor & Industries. Use of this site is ;u6ject to .ne laws of !ne state of W2shinyton.
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4/4
Client#: 171013 SCARBROS1
DATE(MM/DDIYYYY)
ACORD.M CERTIFICATE OF LIABILITY INSURANCE 5102/2016
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. 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(sl.
Propel Insurance
acoma Commercial Insurance
201 Pacific Ave, Suite 1000
Tacoma, WA 98402
NSURED
Scarsella Bros. Inc.
PO Box 68697
Seattle, WA 98168-0697
RAGES
CERTIFICATE NUMBER:
Sharnel Di Vona
��; 253.310.4047 jac, rvo�: $66.577.1326
Sharnel.DivonaCa)propelinsurance.com
INSURER(S) AFFORDING COVERAGE
iNsuReRa: Liberty Mutual Fire Ins Co
iNsuReR e: Navigators Specialty Insurance
iNsuReR c: Axis Surplus Insurance Company
iNsuReR o: Travelers Property Casualty Co.
iNsuReR e: Allied World Assurance Company
REVISION NUMBER:
NAIC #
23035
36056
26620
25674
19489
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR 7ypE OF INSURANCE ADDLISUBR POLICY EFF POLICY EXP LIMITS
LTR INSR WVD POLICY NUMBER MM/DDIYYW MMIDD/VYW
GENERALLIABILITY X X TB2Z91454734106 5/01/2016 05/01/201 EACHOCCURRENCE $�,Q00��0�
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED
PREMISES Eaoccurrence $�,���,��0
CLAIMS-MADE � OCCUR MED EXP (Any one person) $ rJ,00�
X BI/PD Ded: $15���� PERSONAL & ADV INJURY $ �,0�0,0��
X LC 0443 05/12 GENERALAGGREGATE $2,00�,00�
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $Z,OOO,OOO
POLICY X �E � LOC $
I AUTOMOBILE LIABILITY X X AS2Z91454734036 5/01 /2016 05/01I201 COMBINED SINGLE LIMIT
Eaaccident $�,Q0�,�0�
� ANY AUTO BODILY INJURY (Per person) $
ALL OWNED SCHEDULED BODILY INJURY (Per accident) $
AUTOS AUTOS
X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $
AUTOS Per accident
XAC840707H3 X CA204810113 $
B UMBRELLA LIAB X OCCUR X X SE16EXC7496231C 5/01I2016 OSI01/201 EACH OCCURRENCE $3 �Q� ��Q
�( EXCESS LIAB CLAIMS-MADE AGGREGATE $3 OOO OOO
DED X RETENTION $IlIB $
A WORKERSCOMPENSATION TB2Z91454734106 5/01/2016 05/01/201 WCSTATU- OTH-
AND EMPLOYERS' LIABILIN T Y IMIT R
ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N WA STOP GAP ONLY E.L. EACH ACCIDENT $� OOO,OOO
OFFICER/MEMBER EXCLUDED? � N / A
(Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $� ,���,���
If yes, describe under
DESCRIPTION OF OPER,4TIONS below E.L. DISEASE - POLICY LIMIT $� ,OOO�OOO
C Excess Liability X ELU793928012016 5/01/2016 05/01/201 $2,000,000 (X of $3mm)
D Inst Floater QT6605C528273TIL16 5/01/2016 05/01/201 $1,000,000 /$1,000 ded
E Contr. Pollution X 03083387 5/01/2015 05/01/201 $2,000,000/$25,000 ded.
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 107, Additional Remarks Schedule, if more space is required)
RE: Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC.
he City of Renton, and its officers, officials, agents, employees, volunteers, and the Washington State
epartment of Transportation are additional insured per the attached endorsement.
CERTIFICATE HOLDER
City of Renton
1055 South Grady Way
Renton, WA 98057
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
I I � �
O 1988-2010 ACORD CORPORATION. All rights reserved.
tD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD
#S2192704/M2191495 SXH00
This page has been left blank intentionally.
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Scarsella Bros. Inc.
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' Policy Number TBzzsia5a�3a�os
Issued by Liberty Mutual Fire Ins Co
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THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
Index of modified items:
Item 1.
Item 2.
Item 3.
Item 4.
Item 5.
Item 6.
Item 7.
Item 8.
Item 9.
Item 10
Item 11
Item 12
Item 13
Item 14
Item 15.
Item 16.
Item 17.
Item 18.
Reasonable Force
Non-Owned Watercraft Extension
Damage To Premises Rented To You - Expanded Coverage
Bodily Injury To Co-Employees
Health Care Professionals As Insureds
Knowledge Of Occurrence
Notice Of Occurrence
Unintentional Errors And Omissions
Bodily Injury Redefinition
Supplementary Payments — Increased Limits
Property In Your Care, Custody Or Control
Mobile Equipment Redefinition
Newly Formed Or Acquired Entities
Blanket Additional Insured Where Required By Written Contract
Lessors of Leased Equipment
Managers or Lessors of Premises
Mortgagees, Assignees or Receivers
Owners, Lessees or Contractors
Architects, Engineers or Surveyors
Any Person or Organization
Blanket Additional Insured — Grantors Of Permits
Waiver Of Right Of Recovery By Written Contract Or Agreement
Other Insurance Amendment
Contractual Liability - Railroads
Item 1. Reasonable Force
Exclusion a. of Section I- Coverage A- Bodily Injury And Property Damage Liability is replaced by the following:
a. Expected Or Intended Injury
"Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion
does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect
persons or property.
Item 2. Non-Owned Watercraft Extension
Paragraph (2) of Exclusion g. of Section I- Coverage A- Bodily Injury And Property Damage Liability is replaced
by the following:
(2) A watercraft you do not own that is:
LC 04 43 05 12 0,2012 Liberty Mutual Insurance. All rights reserved. Page 1 of 9
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
Scarsella Bros. Inc.
TB2Z91454734106
(a) Less than 55 feet long; and
(b) Not being used to carry persons or property for a charge;
Item 3. Damage To Premises Rented To You - Expanded Coverage
A. The final paragraph of 2. Exclusions of Section I- Coverage A- Bodily Injury And Property Damage Liability is
replaced by the following:
Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages
resulting from such fire, lightning or explosion including water damage to premises while rented to you or
temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this
coverage as described in Section III - Limits Of Insurance.
B. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following:
6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay
under Coverage A for damages because of "property damage" to any one premises, while rented to you,
or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire,
lightning or explosion including water damage to premises while rented to you or temporarily occupied by
you with permission of the owner.
The Damage To Premises Rented To You Limit is the greater of:
a. $300,000; or
b. The Damage To Premises Rented To You Limit shown on the Declarations.
C. Paragraph 9.a. of the definition of "insured contract" in Section V— Definitions is replaced by the following:
A contract for a lease of premises. However, that portion of the contract for a lease of premises that
indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages
resulting from such fire, lightning or explosion including water damage to premises while rented to you or
temporarily occupied by you with permission of the owner is not an "insured contract".
D. The paragraph immediately following Paragraph (6) of exclusion j. of Section I— Coverage A— Bodily Injury
And Property Damage Liability is replaced by the following:
Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire,
lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water
damage) to premises, including the contents of such premises, rented to you for a period of 7 or fewer
consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described
in Section III — Limits of Insurance.
Item 4. Bodily Injury To Co-Employees
A. Paragraph 2. of Section II - Who Is An Insured is amended to include:
Each of the following is also an insured:
Your supervisory or management "employees" (other than either your "executive officers" (if you are an
organization other than a partnership, joint venture or limited liability company) or your managers (if you are a
limited liability company)) are insureds while in the course of their employment or while performing duties
related to the conduct of your business with respect to "bodily injury":
(1) To you;
(2) To your partners or members (if you are a partnership or joint venture);
LC 04 43 OS 12 O 2012 Liberty Mutual Insurance. All rights reserved. Page 2 of 9
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
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Scarsella Bros. Inc.
T62Z91454734106
(3) To your members (if you are a limited liability company); or
(4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the
course of his or her employment by you or while performing duties related to the conduct of your business
(including participation in any recreational activities sponsored by you).
Your "employees" (other than either your "executive officers" (if you are an organization other than a
� partnership, joint venture or limited liability company) or your managers (if you are a limited liability company))
or "volunteer workers" are insureds while in the course of their employment or while performing duties related
to the conduct of your business for a Good Samaritan Act that results in "bodily injury".
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(1) To you;
(2) To your partners or members (if you are a partnership or joint venture);
(3) To your members (if you are a limited liability company); or
(4) To a co"employee" or "volunteer worker" while that co"employee" or "volunteer worker" is either in the
course of his or her employment by you or while performing duties related to the conduct of your business
(including participation in any recreational activities sponsored by you).
A Good Samaritan Act means an attempt to rescue or aid a person in imminent or serious peril, provided the
attempt is not recklessly made.
However, none of these "employees" (including supervisory or management "employees") or "volunteer
workers" are insureds for the providing or failure to provide professional health care services.
B. The insurance provided by this Item 4. will not apply if the injured person's sole remedy for such injury is
provided under a workers' compensation law or any similar law.
C. Other Insurance
The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the
insured, whether primary, excess, contingent or on any other basis.
Item 5. Health Care Professionals As Insureds
A. Paragraphs 2.a.(1)(a) and (d) of Section II - Who Is An Insured do not apply to "bodily injury" or "personal and
advertising injury" arising out of the providing of or failure to provide professional health care services by any
"employee" or "volunteer" of the Named Insured who is a"designated health care provider" if the "bodily injury"
or "personal and advertising injury" occurs in the course and scope of the "designated health care provider's"
employment by the Named Insured.
B. With respect to "employees" and "volunteer workers" providing professional health care services, the following
exclusions are added to Paragraph 2. Exclusions of Section I— Coverage A— Bodily Injury And Property
Damage Liability and Paragraph 2. Exclusions of Section I— Coverage B— Personal And Advertising Injury
Liability:
This insurance does not apply to:
(1) Liability assumed under an "insured contract" or any other contract or agreement;
(2) Liability arising out of the providing of professional health care services in violation of law;
(3) Liability arising out of the providing of any professional health care services while in any degree under the
influence of intoxicants or narcotics;
' (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act; or
LC 04 43 05.12 O 2012 Liberty Mutual Insurance. All rights reserved. Page 3 of 9
� Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
Scarsella Bros. Inc.
TB2Z91454734106
(5) Punitive or exemplary damages, fines or penalties.
C. The following definition is added to Section V- Definitions:
"Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose
duties include providing professional health care services, including but not limited to doctors, nurses,
emergency medical technicians or designated first aid personnel.
D. Other Insurance
The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the
insured, whether primary, excess, contingent or on any other basis.
Item 6. Knowledge Of Occurrence
Knowledge of an "occurrence" by your agent, servant or "employee" will not in itself constitute knowledge by you
unless your "executive officer" or "employee" or other third party designated by you to notify us of "occurrences"
has knowledge of the "occurrence".
Item 7. Notice Of Occurrence
For purposes of Paragraph 2.a. of Section IV - Conditions, you refers to an "executive officer" of the Named
Insured or to the "employee" designated by the insured to give us notice.
Item 8. Unintentional Errors And Omissions
Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not
be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission
to us as soon as practicable after its discovery.
This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-
renewal.
Item 9. Bodily Injury Redefinition
The definition of "bodily injury" in Section V- Definitions is replaced by the following:
"Bodily injury" means:
a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any
time; and
b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish
means any type of inental or emotional illness or distress.
Item 10. Supplementary Payments - Increased Limits
Paragraphs 1.b. and 1.d. of Section I- Supplementary Payments - Coverages A And B, are replaced by the
following:
b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use
of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds.
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of
the claim or "suiY' including substantiated loss of earnings up to $500 a day because of time off from work.
LC 04 43 05 12 O 2012 Liberty Mutual Insurance. All rights reserved. Page 4 of 9
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
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T62Z91454734106
Item 11. Property In Your Care, Custody Or Control
A. Paragraphs (3) and (4) of exclusion j. of Section I— Coverage A— Bodily Injury and Property Damage Liability
only apply to:
1. "Property damage" to borrowed equipment, or
2. "Property damage" to property in your care, custody and control while in transit.
B. This insurance does not apply to any portion of a loss for which the insured has available any other valid and
collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance
was specifically purchased by the insured to apply in excess of this policy.
C. Limits of Insurance
Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance
provided by Paragraph A., above is:
$10,000 Each Occurrence Limit
$25,000 Aggregate Limit
The Each Occurrence Limit for this coverage applies to all damages as a result of any one "occurrence"
regardless of the number of persons or organizations who sustain damage because of that "occurrence".
The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11.
Item 12. Mobile Equipment Redefinition
The definition of "Mobile EquipmenY' in Section V— Definitions is amended to include self-propelled vehicles with
permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for:
(1) Snow removal;
(2) Road Maintenance, but not construction or resurfacing; or
(3) Street cleaning.
Item 13. Newly Formed Or Acquired Entities
Paragraph 3. of Section II — Who Is An Insured is replaced by the following:
3. Any organization, other than a partnership or joint venture, you newly acquire or form and over which you
maintain majority ownership or majority interest will qualify as a Named Insured if there is no other similar
insurance available to that organization.
a. Coverage under this provision is afforded only until:
(1) The 180th day after you acquire or form the organization;
(2) Separate coverage is purchased for the organization; or
(3) The end of the policy period,
whichever is earlier.
b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or
formed the organization; and
LC 04 43 05 12 O 2012 Liberty Mutual Insurance. All rights reserved. Page 5 of 9
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with its permission.
Scarsella Bros. Inc.
T62Z91454734106
c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before
you acquired or formed the organization.
Item 14. Blanket Additional Insured Where Required By Written Contract
Paragraph 2. of Section II - Who Is An Insured is amended to add the following:
e. Additional Insured by Written Contract or Written Agreement
The following are insureds under the policy when you have agreed in a written contract or written agreement to
provide them coverage as additional insureds under your policy:
(1) Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but
only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"
caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such
person(s) or organization(s).
(2) Managers or Lessors of Premises: Any manager or lessor of premises leased to you in which the
written lease agreement obligates you to procure additional insured coverage.
The coverage afforded to the additional insured is limited to liability in connection with the ownership,
maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent acts
or omissions of you, your "employees", your agents or your subcontractors. There is no coverage for the
additional insured for liability arising out of the sole negligence of the additional insured or those acting on
behalf of the additional insured, except as provided below.
If the written agreement obligates you to procure additional insured coverage for the additional insured's
sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if
the applicable law would allow you to indemnify the additional insured for liability arising out the additional
insured's sole negligence.
This insurance does not apply to:
(a) Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that
land; or
(b) Any premises for which coverage is excluded by endorsement.
(3) Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as
mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of your premises.
This insurance does not apply to structural alterations, new construction and demolition operations
performed by or for that person or organization.
(4) Owners, Lessees or Contractors: any person(s) or organization(s) to whom you are obligated by a
written agreement to procure additional insured coverage, but only with respect to liability for "bodily
injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or
omissions or the acts or omissions of your "employees", your agents, or your subcontractors, in the
performance of your ongoing operations.
This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury"
arising out of "your work" included in the "products-completed operations hazard" unless you are required
to provide such coverage for the additional insured by the written agreement, and then only for the period
of time required by the written agreement and only for liability caused, in whole or in part, by your acts or
omissions or the acts or omissions of your "employees", your agents, or your subcontractors.
There is no coverage for the additional insured for liability arising out of the sole negligence of the
additional insured or those acting on behalf of the additional insured, except as provided below.
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' If the written agreement obligates you to procure additional insured coverage for the additional insured's
sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if
the applicable law would allow you to indemnify the additional insured for liability arising out the additional
insured's sole negligence.
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This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury"
arising out of the rendering of, or the failure to render, any professional architectural, engineering or
surveying services, including:
(a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specifications; or
(b) Supervisory, inspection, architectural or engineering activities.
(5) Architects, Engineers or Surveyors: any architect, engineer, or surveyor engaged by you but only with
respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in
whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf:
(a) In connection with your premises; or
(b) In the performance of your ongoing operations.
This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury"
arising out of the rendering of or the failure to render any professional services by or for you, including:
(a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specifications; or
(b) Supervisory, inspection, architectural or engineering activities.
(6) Any Person or Organization Other Than a Joint Venture: Any person or organization (other than a joint
venture of which you are a member) for whom you are obligated by a written agreement to procure
additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or
"personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or
omissions of those acting on your behalf:
(a) In the performance of your ongoing operations; or
(b) In connection with premises owned by you.
This insurance does not apply to:
1. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or
those operating on your behalf;
2. Any person or organization whose profession, business or occupation is that of an architect, surveyor
' or engineer with respect to liability arising out of the preparation or approval of maps, drawings,
opinions, reports, surveys, change orders, designs, specification or the performance of any other
professional services by such person or organization; or
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3. Any person or organization more specifically covered in Paragraphs e.(1) through (5) above.
The insurance afforded to any person or organization as an insured under this Paragraph 2.e.:
(1) Applies only to coverage and minimum limits of insurance required by the written agreement or written
contract, but in no event exceeds either the scope of coverage or the limits of insurance provided by this
policy;
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(2) Does not apply to any person or organization for any "bodily injury", "property damage" or "personal and
advertising injury" if any other additional insured endorsement attached to this policy applies to that person
or organization with regard to the "bodily injury", "property damage" or "personal and advertising injury";
(3) Applies only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and
advertising injury" is committed, subsequent to the execution of the written agreement; and
(4) Applies only if the written agreement is in effect at the time the "bodily injury" or "property damage" occurs,
or at the time the offense giving rise to the "personal and advertising injury" is committed.
Item 15. Blanket Additional Insured — Grantors Of Permits
Paragraph 2. of Section II - Who Is An Insured is amended to add the following:
Any state, municipality or political subdivision with respect to any operations performed by you or on your behalf, or
in connection with premises you own, rent or control and to which this insurance applies, for which the state,
municipality or political subdivision has issued a permit.
However, this insurance does not apply to:
1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for
the state, municipality or political subdivision;
2. Any "bodily injury" or "property damage" included within the "products-completed operations hazard", except
when required by written contract or agreement initiated prior to loss; or
3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or
in part, by you or those acting on your behalf.
Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement
The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV —
Conditions:
We waive any right of recovery because of payments we make under this policy for injury or damage arising out of
your ongoing operations or "your work" included in the "products-completed operations hazard" that we may have
against any person or organization with whom you have agreed in a written contract or agreement to waive your
rights of recovery but only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and
advertising injury" is committed subsequent to the execution of the written contract or agreement.
Item 17. Other Insurance Amendment
If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or
any other basis for any person or organization that qualifies as an additional insured on this policy, this policy will
apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV —
Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability
insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will govern.
However, this insurance is excess over any other insurance available to the additional insured for which it is also
covered as an additional insured by attachment of an endorsement to another policy providing coverage for the
same "occurrence", claim or "suiY'.
Item 18. Contractual Liability — Railroads
Paragraph 9. of Section V- Definitions is replaced by the following:
9. "Insured ContracY' means:
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a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that
indemnifies any person or organization for damage by fire to premises while rented to you or temporarily
occupied by you with permission of the owner is not an "insured contract";
b. A sidetrack agreement;
c. Any easement or license agreement;
' d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a
municipality;
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e. An elevator maintenance agreement;
f. That part of any other contract or agreement pertaining to your business (including an indemnification of a
municipality in connection with work performed for a municipality) under which you assume the tort liability
of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort
liability means a liability that would be imposed by law in the absence of any contract or agreement.
Paragraph f. does not include that part of any contract or agreement:
(1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of:
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(a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specifications; or
(b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or
damage; or
(2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or
damage arising out of the insured's rendering or failing to render professional services, including
those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities.
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Policy Number AS2Z91454734036
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THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
AUTO ENHANCEMENT ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
I.
II.
III.
IV.
V.
VI.
VII.
VIII.
IX.
X.
XI.
XII.
XIII.
XIV.
XV.
XVI.
XVII.
XVIII
XIX.
XX.
XXI.
XXII.
XXIII
Newly Acquired or Formed Organizations
Employees as Insureds
Lessor - Additional Insured and Loss Payee
Supplementary Payments - Increased Limits
Fellow Employee Coverage
Personal Property of Others
Additional Transportation Expense and Cost to Recover Stolen Auto
Airbag Coverage
Tapes, Records and Discs Coverage
Physical Damage Deductible - Single Deductible
Physical Damage Deductible - Glass
Physical Damage Deductible - Vehicle Tracking System
Duties in Event of Accident, Claim, Suit or Loss
Unintentional Failure to Disclose Hazards
Worldwide Liability Coverage - Hired and Nonowned Autos
Hired Auto Physical Damage
Auto Medical Payments Coverage Increased Limits
Drive Other Car Coverage - Broadened Coverage for Designated Individuals
Rental Reimbursement Coverage
Notice of Cancellation or Nonrenewal
Loan/Lease Payoff Coverage
Limited Mexico Coverage
Waiver of Subrogation
I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS
Throughout this policy, the words you and your also refer to any organization you newly acquire or form, other
than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest,
provided:
A. There is no similar insuran�e available to that organization;
B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only
until:
1. The 90th day after you acquire or form the organization; or
2. The end of the policy period, whichever is earlier; and
C. The coverage does not apply to an "accidenY' which occurred before you acquired or formed the
organization.
' AC 84 07 07 13
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Policy Number AS2Z91454734036
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II. EMPLOYEES AS INSUREDS
Paragraph A.1. Who Is An Insured of SECTION II - LIABILITY COVERAGE is amended to add:
Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or
borrow in your business or your personal affairs.
III. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE
A. Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The
coverages provided under this section apply to any "leased auto" until the expiration date of this policy or
until the lessor or his or her agent takes possession of the "leased auto" whichever occurs first.
B. For any "leased auto" that is a covered "auto" under SECTION II - LIABILITY COVERAGE, Paragraph
A.1. Who Is An Insured provision is changed to include as an "insured" the lessor of the "leased auto".
However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or
omissions by:
1. You.
2. Any of your "employees" or agents; or
3. Any person, except the lessor or any "employee" or agent of the lessor, operating a"leased auto"
with the permission of any of the above.
C. Loss Payee Clause
1. We will pay, as interests may appear, you and the lessor of the "leased auto" for "loss" to the covered
"leased auto".
2. The insurance covers the interest of the lessor of the "leased auto" unless the "loss" results from
fraudulent acts or omissions on your part.
3. If we make any payment to the lessor of a"leased auto", we will obtain his or her rights against any
other party.
D. Cancellation
1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common
Policy Condition.
2. If you cancel the policy, we will mail notice to the lessor.
3. Cancellation ends this agreement.
E. The lessor is not liable for payment of your premiums.
F. For purposes of this endorsement, the following definitions apply:
"Leased auto" means an "auto" which you lease for a period of six months or longer for use in your
business, including any "temporary substitute" of such "leased auto".
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"Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the
covered "auto" is out of service because of its breakdown, repair, servicing, "loss" or destruction.
IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS
Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - LIABILITY COVERAGE are deleted and replaced by
the foilowing:
(2) Up to $3,000 for the cost of bail bonds (including bonds for related traffic law violations) required because
of an "accidenY' we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including the actual loss of earnings up
to $500 a day because of time off from work.
V. FELLOW EMPLOYEE COVERAGE
A. Exclusion 6.5. of SECTION II - LIABILITY COVERAGE does not apply.
B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of BUSINESS AUTO CONDITIONS
is changed as follows:
This Fellow Employee Coverage is excess over any other co�lectible insurance.
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VI. PERSONAL PROPERTY OF OTHERS
Exclusion 6. in SECTION II - LIABILITY COVERAGE for a covered "auto" is amended to add:
This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal
property" of your "employees" or others while such property is carried by the covered "auto". The Limit of
Insurance for this coverage is $5,000 per "accidenY'. Payment under this coverage does not increase the
Limit of Insurance.
For the purpose of this section of this endorsement, "personal property" is defined as any property that is not
used in the individual's trade or business or held for the production or collection of income.
VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO
A. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows:
The amount we will pay is increased to $50 per day and to a maximum limit of $1,000.
B. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following:
If your business is shown in the Declarations as something other than an auto dealership, we will also pay
up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from
the place where it is recovered to its usual garaging location.
VIII. AIRBAG COVERAGE
Exclusion 6.3.a. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add:
This exclusion does not apply to the accidental discharge of an airbag.
' AC 84 07 07 13
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Policy Number AS2Z91454734036
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IX. TAPES, RECORDS AND DISCS COVERAGE
Exclusion B.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the foilowing
a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio,
visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or
data electronic devices:
(1) Are your property or that of a family member; and
(2) Are in a covered "auto" at the time of "loss".
The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this
coverage.
X. PHYSICAL DAMAGE DEDUCTIBLE - SINGLE DEDUCTIBLE
Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following:
D. Deductible
For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property
wi�l be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage
deductible shown in the Declarations does not app�y to "loss" caused by fire or lightning.
When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the
involved covered "autos" will be reduced by a single deductible, which will be the largest of all the
deductibles applying to all such covered "autos".
XI. PHYSICAL DAMAGE DEDUCTIBLE - GLASS
Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add:
No deductible applies to "loss" to glass if you elect to patch or repair it rather than replace it.
XII. PHYSICAL DAMAGE DEDUCTIBLE - VEHICLE TRACKING SYSTEM
Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add:
Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss"
caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a
global positioning device and that device was the method of recovery of the vehicle.
XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS
Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to:
a. In the event of "accidenY', claim, "suiY' or "loss", your insurance manager or any other person you
designate must notify us as soon as reasonably possible of such "accidenY', claim, "suit" or "loss". Such
notice must include:
(1) How, when and where the "accidenY' or "loss" occurred;
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(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
Knowledge of an "accidenY', claim, "suiY' or "loss" by your agent, servant or "employee" shall not be
considered knowledge by you unless you, your insurance manager or any other person you designate
has received notice of the "accidenY', claim, "suiY' or "loss" from your agent, servant or "empioyee".
b. Additionally, you and any other involved "insured" must:
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(1) Assume no obligation, make no payment or incur no expense without our consent, except at the
"insured's" own cost.
(2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received
concerning the claim or "suit".
(3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit".
(4) Authorize us to obtain medical records or other pertinent information.
(5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably
require.
XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
Paragraph B.2. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following:
Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business
Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage
for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as
reasonably possible after its discovery
XV. WORLDWIDE LIABILITY COVERAGE - HIRED AND NONOWNED AUTOS
Condition B.7. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to include the following:
For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory
means all parts of the world subject to the following provisions:
a. If claim is made or "suit" is brought against an "insured" outside of the United States of America, its
territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to
investigate, negotiate, and settle or defend such claim or "suit".
If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or
' defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in
connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of
the United States of America at the rate of exchange prevailing on the date of reimbursement.
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The "insured" shall provide us with such information we shall reasonably request regarding such claim or
"suit" and its investigation, negotiation, and settlement or defense.
The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not
unreasonably withhold consent.
' AC 84 07 07 13
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Policy Number AS2Z91454734036
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b. We are not licensed to write insurance outside of the United States of America, its territories or
possessions, Puerto Rico and Canada.
We wiil not furnish certificates of insurance or other evidence of insurance you may need for the purpose
of complying with the laws of other countries relating to auto insurance.
Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This
insurance does not apply to such fines or penalties.
XVI. HIRED AUTO PHYSICAL DAMAGE
If no deductibles are shown in the Deciarations for Physical Damage Coverage for Hired or Borrowed Autos,
the following will apply:
A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private
passenger type hired without an operator for use in your business:
1. The most we will pay for coverage afforded by this endorsement is the lesser of:
a. The actuai cost to repair or replace such covered "auto" with other property of like kind and
quality; or
b. The actuai cash value of such covered "auto" at the time of the "loss".
2. An adjustment for depreciation and physical condition will be made in determining actual cash value
in the event of a total "loss".
3. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of
the betterment.
B. For each covered "auto", our obiigation to pay for, repair, return or replace the covered "auto" will be
reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you
own. If no applicable deductible is shown in the Declarations, the deductible will be $250.
If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos,
this Section XVI of this endorsement does not apply.
C. Paragraph A.4.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by:
b. Loss of Use Expenses
For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an
"insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or
hired without a driver, under a written rental contract or agreement. We will pay for loss of use
expenses caused by:
(1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for
any covered "auto' ;
(2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss
Coverage is provided for any covered "auto"; or
(3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered
"auto".
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However, the most we will pay under this coverage is $30 per day, subject to a maximum of $900.
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XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS
For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the
t Declarations if the "insured" was wearing a seat belt at the time of the "accidenY'. This is the maximum
amount we will pay for all covered medical expenses, regardless of the number of covered "autos",
"insureds", premiums paid, claims made, or vehicles involved in the "accidenY'.
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If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII
of this endorsement does not apply.
XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS
A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of
the Schedule to this endorsement.
B. SECTION II - LIABILITY COVERAGE is amended as follows:
1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used
by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his
or her spouse while a resident of the same household except:
a. Any "auto" owned by that individual or by any member of his or her household; or
b. Any "auto" used by that individual or his or her spouse while working in a business of selling,
servicing, repairing or parking "autos".
2. The following is added to Who Is An Insured:
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Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or
her spouse, while a resident of the same household, are "insureds" while using any covered "auto"
described in Paragraph 6.1. of this endorsement.
C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as
follows:
The following is added to Who Is An Insured:
Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her
"family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you
don't own except:
Any "auto" owned by that individual or by any "family member".
D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows:
Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care,
custody or control of any individual named in the Drive Other Car section of the Schedule to this
endorsement or his or her spouse while a resident of the same household except:
' 1. Any "auto" owned by that individual or by any member of his or her household; or
' AC 84 07 07 13
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Policy Number AS2Z91454734036
Issued by
2. Any "auto" used by that individual or his or her spouse while working in a business of selling,
servicing, repairing or parking "autos".
E. For purposes of this endorsement, SECTION V- DEFINITIONS is amended to add the following:
"Family member" means a person related to the individual named in the Drive Other Car section of the
Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's
household, including a ward or foster child.
XIX. RENTAL REIMBURSEMENT COVERAGE
A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will
pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered
physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise
applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to
this coverage.
B. We wiil pay only for those expenses incurred during the policy period beginning 24 hours after the "loss"
and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage
limit.
C. Our payment is limited to the lesser of the following amounts:
1. Necessary and actual expenses incurred; or
2. $30 per day with a maximum of $900 in any one period.
D. This coverage does not appiy:
1. While there are spare or reserve "autos" available to you for your operations; or
2. If coverage is provided by another endorsement attached to this policy.
E. If a covered "loss" results from the total theft of a covered "auto" of the private passenger type, we will
pay under this coverage only that amount of your rental reimbursement expenses which is not already
provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE
COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement.
XX. NOTICE OF CANCELLATION OR NONRENEWAL
A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to:
2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to
the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal
Schedule:
a. For reasons of non-payment, the greater of:
(1) 10 days; or
(2) The number of days specified in any other Cancellation Condition attached to this policy; or
b. For reasons other than non-payment, the greater of:
AC 84 07 07 13 O 2013 Liberty Mutual Insurance. All rights reserved. Page 8 of 11 ,
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
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Policy Number AS2Z91454734036
Issued by
(1) 60 days;
(2) The number of days shown in the Cancellation and Non-renewal Schedule; or
(3) The number of days specified in any other Cancellation Condition attached to this policy,
prior to the effective date of the cancellation or non-renewal.
B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto,
remain in full force and effect.
XXI. LOAN/LEASE PAYOFF COVERAGE
The following is added to Paragraph C. Limit of Insurance of SECTION III - PHYSICAL DAMAGE
COVERAGE:
In the event of a total "loss" to a covered "auto" of the private passenger type shown in the schedule or
declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on
the lease or loan for that covered "auto", less:
1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and
2. Any:
a. Overdue lease/loan payments at the time of the "loss";
b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high
mileage;
c. Security deposits not returned by the lessor;
d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance
purchased with the loan or lease; and
e. Carry-over balances from previous loans or leases.
This coverage is limited to a maximum of $1500 for each covered "auto".
XXII. LIMITED MEXICO COVERAGE
WARNING
AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY - NOT THE LAWS OF THE
UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A
CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. i
IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED
BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT
ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED
MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO.
THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES
FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA.
' AC 84 07 07 13
OO 2013 Liberty Mutual Insurance. All rights reserved. Page 9 of 11
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
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Policy Number AS2Z91454734036
Issued by
A. Coverage
1. Paragraph B.7. of SECTION IV - BUSINESS AUTO CONDITIONS is amended by the addition of the
following:
The coverage territory is extended to include Mexico but only if all of the following criteria are met:
a. The "accidents" or "loss" occurs within 25 miles of the United States border; and
b. While on a trip into Mexico for 10 days or less.
2. For coverage provided by this section of the endorsement, Paragraph B.S. Other Insurance in
SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following:
The insurance provided by this endorsement will be excess over any other collectible insurance.
B. Physical Damage Coverage is amended by the addition of the following:
If a"loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the
covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash
value of such "loss" at the nearest United States point where the repairs can be made.
C. Additional Exclusions
The following additional exclusions are added:
This insurance does not apply:
1. If the covered "auto" is not principally garaged and principally used in the United States.
2. To any "insured" who is not a resident of the United States.
XXIII. WAIVER OF SUBROGATION
Paragraph A.5. in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or
organization where the Named Insured has agreed, by written contract executed prior to the date of
"accidenY', to waive rights of recovery against such person or organization.
AC 84 07 07 13 O 2013 Liberty Mutual Insurance. All rights reserved. Page 10 of 11 '
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
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Policy Number AS2Z91454734036
Issued by
Premium
Liability 0
Physical Damag�
Total Premium
V. Fellow Employee
Schedule of Employees:
0
Schedule
XVIII. Drive Other Car
Name of Individual
0
XX. Notice of Cancellation or Nonrenewal
Name and Address
0
LIAB MP UM UIM COMP COLL
�����L���=��
Number of Days
�
AC 84 07 07 13 O 2013 Liberty Mutual Insurance. All rights reserved. Page 11 of 11
Includes copyrighted material of Insurance Services Office, Inc.,
with its permission.
This page has been left blank intentionally.
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' POLICY NUMBER: AS2-Z91-454734-036
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SCHEDULE
Name Of Person(s) Or Organization(s):
' Any person or organization whom you agreed in writing as an additional insured, but only for the coverage and
minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of
coveraae or the limits of insurance provided in this nolicv
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COMMERCIAL AUTO
CA20481013
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED INSURED FOR
COVERED AUTOS LIABILITY COVERAGE
This endorsement modifies insurance provided under the following:
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by this endorsement.
This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage
under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage
provided in the Coverage Form.
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
Each person or organization shown in the Schedule is
an "insured" for Covered Autos Liability Coverage, but
only to the extent that person or organization qualifies
as an "insured" under the Who Is An Insured
provision contained in Paragraph A.1. of Section II —
Covered Autos Liability Coverage in the Business
Auto and Motor Carrier Coverage Forms and
Paragraph D.2. of Section I— Covered Autos
Coverages of the Auto Dealers Coverage Form.
' CA 20 48 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 1
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PREVAILING MINIMUM
H O U R LY WAG E RAT E S
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Page 1 of 17
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate
of frin�e benefits. On public works projects, worker's wage and benefit rates must add to
not less than this total. A brief description of overtime calculation requirements are
provided on the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 3/1 /2016
c.oun
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Trade Job Classification Wa e Holid
Asbestos Abatement Workers Journey Level $43.95 5D
Boilermakers Journey Level $64.29 5N
Brick Mason Journey Level $52.82 5A
Br-ick Mason Pointer-Caulker-Cleaner $52.82 SA
Buildin� Service Employees Janitor $22•09 55
BuildinQ Service Employees Traveling Waxer/Shampooer $21.70 55
BuitdinQ Service Emplovees Window Cleaner (Non- $24.94 5S
Scaffold)
BuildinQ Service Emplovees Window Cleaner (Scaffold) $25.80 5S
Cabinet Makers (In Shop) Journey Level $22.74
Carpenters Acoustical Worker $54.02 5D
Carpenters Bridge, Dock And Wharf $54.02 5D
Carpenters
Carpenters Carpenter $54.02 5D
Carpenters
Cement Masons
Divers & Tenders
Divers Ft Tenders
uivers tz i enaers
Divers & Tenders
Dredee Workers
Dred�e Workers
DredQe Workers
Dredae Workers
Carpenters on Stationary Tools $54.15 5D
Creosoted Material $54.12 5D
Floor Finisher $54.02 5D
Floor Layer $54.02 5D
Scaffold Erector $54.02 5D
Journey Level $53.95 7A
Diver $107.22 5D
Diver On Standby $64.42 5D
DiverTender $58.33 5D
Surface Rcv �t Rov Operator $58.33 5D
Surface Rcv £r Rov Operator S54•27 5A
Tender
Assistant Engineer $56.44 5D
Assistant Mate (Deckhand) $56.00 5D
Boatmen $56.44 5D
Engineer Welder $57.51 5D
Leverman, Hydraulic 558.67 5D
https://fortress.wa.gov/Ini/wagelookup/pry Wagelookup.aspx
Overtime Note
1H
2F
4C
4C
4C
4C
4C
4C
4C
1M
4C
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3F
3F
3F
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03/01 /20 I 6
Page 2 of 17
Kin� Dredoe V�Jorke� s Mates $56.44 5D
King Dred�e Workers Oiler $56.00 5D
King Drywall Applicator Joumey Level $54.02 5D
King Drywall Tapers Journey Level $54.07 5P
King Electrical Fixture Maintenance Journey Level $26.59 5L
Workers
King Electricians - Inside Cable Splicer $66.76 7C
King Electricians - Inside Cable Splicer (tunnel) $71.67 7C
King Electricians - Inside Certified Welder $64.54 7C
King Electricians - Inside Certified Welder (tunnel) $69.22 7C
King Electricians - Inside. Construction Stock Person $37.19 7C
King Electricians - Inside Journey Level $62.30 7C
King Electricians - Inside Journey Level (tunnel) $66.76 7C
King Electricians - Motor Shop Craftsman $15.37
King Electricians - Motor Shop Journey Level $14.69
King Electricians - Powerline Cable Splicer $69.95 5A
Construction
King Electricians - Powertine Certified Line Welder $63.97 5A
Construction
King Electricians - Powerline Groundperson $43.62 SA
Construction
King Electricians - Powerline Heavy Line Equipment $63.97 5A
Construction Operator
King Electricians - Powertine Journey Level Lineperson $63.97 5A
Construction
King Electricians - Powerline Line Equipment Operator $53.81 5A
Construction
King Electricians - Powerline Pole Sprayer 563.97 5A
Construction
King Electricians - Powerline Powderperson $47.55 5A
Construction
King Electronic Technicians Journey Level $31.00
Kine Elevator Constructors Mechanic $82.67 7D
King
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Elevator Constructors Mechanic In Charge $89.40 7D
Fabricated Precast Concrete All Classifications - In-Factory $15.90 5B
Products Work Only
Fence Erectors Fence Erector $15.18
FIaQQers Journey Level $37.26 7A
Glaziers Journey Level $56.16 7L
Heat � Frost Insulators And Journeyman $63.18 5J
Asbestos Workers
HeatinQ Equipment Mechanics Journey Level $72•83 7F
Hod Carriers � Mason Tenders Journey Level $45.32 7A
Industrial Power Vacuum Journey Level $9.47
Cleaner
Inland Boatmen Boat Operator 556.78 5B
Inland Boatmen Cook $53.30 5B
Inland Boatmen Deckhand $53.30 5B
3F
1H
1E
1E
4E
4E
4E
4E
4E
4E
1
4D
4D
4D
4D
4D
4D
4D
4D
1
4A
1R
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https://fortress.wa.gov/Ini/wagelookup/pry Wagelookup.aspx 03/O 1 /2016
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King Inland Boatmen Deckhand Engineer
King Inland Boatmen Launch Operator
King Inland Boatmen Mate
King Inspection/CleaninQ/SealinQ Cleaner Operator, Foamer
Of Sewer �t Water Svstems Bv Operator
Remote Control
King Inspection/CleaninQ/Sealin� Grout Truck Operator
Of Sewer & Water Systems By
Remote Control
King Inspection/CleaninQ/SealinQ Head Operator
Of Sewer £� Water Svstems By
Remote Control
King Inspection/CleaninQ/SealinQ Technician
Of Sewer & Water Systems By
Remote Control
King Inspection/CleaninQ/SealinQ Tv Truck Operator
Of Sewer � Water Systems By
Remote Control
Page 3 of 17
$54.32 5B 1K
$55.57 5B 1 K
$55.57 5B 1K
$31.49 1
$11.48 1
$24.91
$19.33
$20.45
King Insulation A�olicator-s Journey Level 554.02 5D
King Ironwork
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
Kin� Laborers
King Laborers
King Laborers
King Laborers
King Laborer s
Kin� Laborers
King Laborers
Kin� Laborers
King Laborers
Journeyman $63.53 7N
Air, Gas Or Electric Vibratin� $43.95 7A
Screed
Airtrac Drill Operator $45.32 7A
Ballast Regular Machine $43.95 7A
Batch Weighman $37.26 7A
Brick Pavers $43.95 7A
Brush Cutter 543.95 7A
Brush Hog Feeder $43.95 7A
Burner $43.95 7A
Caisson Worker $45.32 7A
Carpenter Tender $43.95 7A
Caulker $43.95 7A
Cement Dumper-paving $44.76 7A
Cement Finisher Tender $43.95 7A
Change House Or Dry Shack $43.95 7A
Chipping Gun (under 30 Lbs. ) $43.95 7A
Chipping Gun(30 Lbs. And S44•76 7A
Over)
ChokerSetter $43.95 7A
Chuck Tender $43.95 7A
Clary Power Spreader 544•76 7A
Clean-up Laborer $43.95 7A
Concrete Dumper/chute $44.76 7A
Operator
Concrete Form Stripper $43.95 7A
Concrete Placement Crew $44.76 7A
Concrete Saw Operator/core $44.76 7A
Driller
1
1
https://fortress.wa.gov/Ini/wagelookup/pry Wagelookup.aspx
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03/01 /2016
Page 4 of 17
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Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
King Laborers
Kin� Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King
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Kine
Laborers
Crusher Feeder $37.26 7A
Curing Laborer $43.95 7A
Demolition: Wrecking �t $43.95 7A
Moving (ind. Charred
Material)
Ditch Dig�er $43.95 7A
Diver $45.32 7A
DrillOperator $44.76 7A
(hydraulic,diamond)
Dry Stack Walls $43.95 7A
Dump Person $43.95 7A
Epoxy Technician $43.95 7A
Erosion Control Worker $43.95 7A
Faller Fx Bucker Chain Saw $44.76 7A
Fine Graders $43.95 7A
Firewatch $37.26 7A
Form Setter $43.95 7A
Gabian Basket Builders $43.95 7A
GeneralLaborer $43.95 7A
Grade Checker Ft Transit $45.32 7A
Person
Grinders $43.95 7A
Grout Machine Tender $43.95 7A
Groutmen (pressure)including $44.76 7A
Post Tension Beams
Guardrail Erector $43.95 7A
Hazardous Waste Worker $45.32 7A
(level A)
Hazardous Waste Worker $44.76 7A
(level B)
Hazardous Waste Worker $43.95 7A
(level C)
High Scaler $45.32 7A
Jackhammer $44.76 7A
Laserbeam Operator $44.76 7A
Maintenance Person $43.95 7A
Manhole Builder-mudman $44.76 7A
Material Yard Person $43.95 7A
Motorman-dinky Locomotive $44.76 7A
Nozzleman (concrete Pump, $44.76 7A
Green Cutter When Using
Combination Of High Pressure
Air £x Water On Concrete �t
Rock, Sandblast, Gunite,
Shotcrete, Water Bla
Pavement Breaker $44.76 7A
Pilot Car $37.26 7A
Pipe Layer Lead $45.32 7A
31
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https://fortress.wa.gov/Ini/��agelookup/prvV4'agelookup.aspx 03/O l /2016
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Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Laborers
Pipe Layer/tailor $44.76 7A
Pipe Pot Tender $44.76 7A
Pipe Reliner $44.76 7A
Pipe Wrapper $44.76 7A
Pot Tender $43.95 7A
Powderman $45.32 7A
Powderman's Helper $43.95 7A
Power Jacks $44•76 7A
Railroad Spike Puller - Power $44.76 7A
Raker - Asphalt $45.32 7A
Re-timberman $45.32 7A
Remote Equipment Operator 544.76 7A
Ri�ger/signal Person $44.76 7A
Rip Rap Person $43.95 7A
Rivet Buster $44.76 7A
Rodder $44.76 7A
Scaffold Erector $43.95 7A
Scale Person $43.95 7A
Sloper (over 20") $44.76 7A
SloperSprayer $43.95 7A
Spreader(concrete) S44•76 7A
Stake Hopper $43.95 7A
Stock Piler $43.95 7A
Tamper �C Similar Electric, Air $44.76 7A
£x Gas Operated Tools
Tamper (multiple �r Self- $44.76 7A
propelled)
Timber Person - Sewer $44.76 7A
(tagger, Shorer F� Cribber)
Toolroom Person (at Jobsite) $43.95 7A
Topper $43.95 7A
Track Laborer $43.95 7A
Track Liner (power) $44.76 7A
Traffic Control Laborer $39.84 7A
Traffic Control Supervisor $39.84 7A
Truck Spotter $43.95 7A
Tugger Operator $44.76 7A
Tunnel Work-Compressed Air $74.29 7A
Worker 0-30 psi
Tunnel Work-Compressed Air $79.32 7A
Worker 30.01-44.00 psi
Tunnel Work-Compressed Air $83.00 7A
Worker 44.01-54.00 psi
Tunnel Work-Compressed Air $88.70 7A
Worker 54.01-60.00 psi
Tunnel Work-Compressed Air $90.82 7A
Worker 60.01-64.00 psi
https://fortress.wa.gov/Ini/wagelookup/pry Wagelookup.aspx
Page 5 ofi 17
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King �Labore
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers
King Laborers - Un
Fr Water
King Laborers - Un
£� Water
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King Landscaqe Cc
King Landscape Cc
KinQ Lathers
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Tunnel Work-Compressed Air $95.92 7A
Worker 64.01-68.00 psi
Tunnel Work-Compressed Air $97.82 7A
Worker 68.01-70.00 psi
Tunnel Work-Compressed Air $99.82 7A
Worker 70.01-72.00 psi
Tunnel Work-Compressed Air $101.82 7A
Worker 72.01-74.00 psi
Tunnel Work-Guage and Lock $45.42 7A
Tender
Tunnel Work-Miner $45.42 7A
Vibrator $44.76 7A
Vinyl Seamer $43.95 7A
Watchman $33.86 7A
Welder $44.76 7A
Well Point Laborer $44.76 7A
Window Washer/cleaner $33.86 7A
oround Sewer General Laborer 8 Topman $43.95 7A
oround Sewer Pipe Layer $44.76 7A
ruction Irrigation Or Lawn Sprinkler $13.56
Installers
ruction Landscape Equipment $28.17
Operators Or Truck Drivers
ruction Landscaping or Planting $17.87
Laborers
Journey Level $54.02 5D
Journey Level $52.82 5A
i Iln Shop) Fitter $15.86
Metal Fabrication (In Shop) Laborer $9.78
Metal Fabrication (In Shop) Machine Operator $13.04
Metal Fabrication (In Shop) Painter $11.10
Metal Fabrication (In Shop) Welder $15.48
MillwriQht Journey Level $55.52 5D
Modular Buildin�s Cabinet Assembly $11.56
Modular BuildinQs Electrician $11.56
Modular BuildinQs Equipment Maintenance $11.56
Modular BuildinQs Plumber $11.56
Modular Buildin�s Production Worker $9.47
Modular BuildinQs Tool Maintenance $11.56
Modular BuildinQs Utility Person $11.56
Modular BuildinQs Welder $11.56
Painters Journey Level $37.80 6Z
Pile Driver Journey Level $54.27 5D
Plasterers Journey Level $51.68 7�
Play�round �t Park Equipment Joumey Level $9.47
Installers
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Plumbers � Pipefitters Joumey Level $74.69 6Z
Power Equipment Operators Asphalt Plant Operators $56.94 7A
Power Equipment Operators Assistant Engineer 553.57 7A
Power EQuipment Operators Barrier Machine (zipper) $56.44 7A
Power Equipment Operators Batch Plant Operator, $56.44 7A
Concrete
Power Equipment Operators Bobcat $53.57 7A
Power Equipment Operators Brokk - Remote Demolition $53.57 7A
Equipment
Power Equipment Operators Brooms $53.57 7A
Power Equipment Operators Bump Cutter $56.44 7A
Power Equipment Operators Cableways $56.94 7A
Power Equipment Operators Chipper $56.44 7A
Power Equipment Operators Compressor 553.57 7A
Power Equipment Operators Concrete Pump: Truck Mount $56.94 7A
With Boom Attachment Over
42 M
Power Equipment Operators Concrete Finish Machine -laser $53.57 7A
Screed
Power Equipment Operators Concrete Pump - Mounted Or $56.00 7A
Trailer High Pressure Line
Pump, Pump High Pressure.
Power Equipment Operator s Concrete Pump: Truck Mount $56.44 7A
With Boom Attachment Up To
42m
Power Equipment Operators Conveyors 556.00 7A
Power Equipment Operators Cranes Friction: 200 tons and $58.67 7A
over
Power Equipment Operators Cranes: 20 Tons Through 44 $56.44 7A
Tons With Attachments
Power Equipment Operators Cranes: 100 Tons Through 199 $57.51 7A
Tons, Or 150' Of Boom
(Induding Jib With
Attachments)
Power Equipment Operators Cranes: 200 tons- 299 tons, or $58.10 7A
250' of boom induding jib
with attachments
Power Equipment Operators Cranes: 300 tons and over or $58.67 7A
300' of boom including jib
with attachments
Power Equipment Operators Cranes: 45 Tons Through 99 $56.94 7A
Tons, Under 150' Of Boom
(including Jib With
Attachments)
Power Equiprnent Operators Cranes: A-frame - 10 Tons And $53.57 7A
Under
Power Equipment Operators Cranes: Friction cranes $58.10 7A
through 199 tons
Power Equipment Operators Cranes: Through 19 Tons With $56.00 7A
Attachments A-frame Over 10
Tons
https://fortress.wa.gov/lni/wagelookup/pry Wagelookup.aspx
Page 7 of 17
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Page 8 of 17
King Power Eq�npment Operators Crusher $56.44 7A
King Power Equipment Operators Deck Engineer/deck Winches $56.44 7A
(power)
King Power Equipment Operators Derricks, On Building Work $56.94 7A
King Power Equipment Operators Dozers D-9 8 Under $56.00 7A
King Power Equipment Operators Drill Oilers: Auger Type, Truck $56.00 7A
Or Crane Mount
King Power Epuipment Oqerators Drilling Machine $57.51 7A
King Power Equipment Operators Elevator And Man-lift: $53.57 7A
Permanent And Shaft Type
Kin� Power Equipment Operators Finishing Machine, Bidwell $56.44 7A
And Gamaco �r Similar
Equipment
King Power Equipment Operators Forklift: 3000 Lbs And Over $56.00 7A
With Attachments
King Power Equipment Operators Forklifts: Under 3000 Lbs. $53.57 7A
With Attachments
King Power Equipment Operators Grade En�ineer: Using Blue $56.44 7A
PrintS, Cut Sheets, Etc
King Power Equipment Operators Gradechecker/stakeman $53.57 7A
King Power Equipment Operators Guardrail Punch $56.44 7A
King Power Equipment Operators Hard Tail End Dump $56.94 7A
Articulating Off- Road
Equipment 45 Yards. F� Over
King Power Equipment Operators Hard Tail End Dump $56.44 7A
Articulating Off-road
Equipment Under 45 Yards
King Power Equi�ment Operators HorizontaUdirectional Drill $56.00 7A
Locator
King Power Equipment Operators HorizontaVdirectional Drill $56.44 7A
Operator
King Power Equipment Operators Hydralifts/boom Trucks Over $56.00 7A
10 Tons
King Power Equipment Operators Hydralifts/boom Trucks, 10 $53.57 7A
Tons And Under
King Power Equipment Operators Loader, Overhead 8 Yards. �C $57.51 7A
Over
King Power Equipment Operators Loader, Overhead, 6 Yards. $56.94 7A
But Not Induding 8 Yards
King Power Equipment Operators Loaders, Overhead Under 6 $56.44 7A
Yards
King Power Epuipment Operators Loaders, Plant Feed $56.44 7A
King Power Equipment Operators Loaders: Elevating Type Belt $56.00 7A
King Power Equipment Operators Locomotives, All $56.44 7A
King Power Equipment Operators Material Transfer Device $56.44 7A
King Power Equipment Operators Mechanics, All (leadmen - $57.51 7A
$0.50 Per Hour Over
Mechanic)
King Power Equipment Operators Motor Patrol Graders $56.94 7A
King Power Equipment Operators $56.94 7A
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Mucking Machine, Mole,
Tunnel Drill, Boring, Road
Header And/or Shield
Power Equipment Operators Oil Distributors, Blower $53.57 7A
Distribution £r Mulch Seeding
Operator
Power Equipment Operators Outside Hoists (elevators And $56.00 7A
Manlifts), Air Tuggers,strato
Power Equipment Operators Overhead, Bridge Type Crane: $56.44 7A
20 Tons Through 44 Tons
Power Equipment Operators Overhead, Bridge Type: 100 $57.51 7A
Tons And Over
Power Equipment Operators Overhead, Bridge Type: 45 $56.94 7A
Tons Through 99 Tons
Power Equipment Operators Pavement Breaker $53.57 7A
Power Equipment Operators Pile Driver (other Than Crane $56.44 7A
Mount)
Power Equipment Operators Plant Oiler - Asphalt, Crusher $56.00 7A
Power Equipment Operators Posthole Digger, Mechanical $53.57 7A
Power Equipment Operators Power Plant $53.57 7A
Power Equipment Operators Pumps - Water $53.57 7A
Power Equipment Operators Quad 9, Hd 41, D10 And Over $56.94 7A
Power Equipment Operators Quick Tower - No Cab, Under $53.57 7A
100 Feet In Height Based To
Boom
Power Equipment Operator s Remote Control Operator On $56.94 7A
Rubber Tired Earth Moving
Equipment
Power Equipment Operators Rigger And Bellman $53.57 7A
Power Equipment Operators Rigger/Signal Person, Bellman $56.00 7A
(Certified)
Power Equipment Operators Rollagon $56.94 7A
Power Equipment Operators Roller, Other Than Plant Mix $53.57 7A
Power Epuipment Operator s Roller, Plant Mix Or Multi-lift $56.00 7A
Materials
Power Equipment Operator s Roto-mill, Roto-grinder $56.44 7A
Power Equipment Operators Saws - Concrete $56.00 7A
Power Equipment Operators Scraper, Self Propelled Under $56.44 7A
45 Yards
�Power Equipment Operators Scrapers - Concrete £� Carry $56.00 7A
All
,Power Equipment Operators Scrapers, Self-propelled: 45 $56.94 7A
Yards And Over
Power Equipment Operators Service Engineers - Equipment $56.00 7A
Power Equipment Operators Shotcrete/gunite Equipment $53.57 7A
Power Equipment Operators Shovel , Excavator, Backhoe, $56.00 7A
Tractors Under 15 Metric
Tons.
Power Equipment Operators $56.94 7A
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx
Page 9 of 17
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Shovel, Excavator, Backhoe:
Over 30 Metric Tons To 50
Metric Tons
Power Equipment Operators Shovel, Excavator, Backhoes, $56.44 7A
Tractors: 15 To 30 Metric Tons
Power Equiqment Operators Shovel, Excavator, Backhoes: $57.51 7A
Over 50 Metric Tons To 90
Metric Tons
Power Equipment Operators Shovel, Excavator, Backhoes: $58.10 7A
Over 90 Metric Tons
Power Equipment Operator5 Slipform Pavers $56.94 7A
Power Equipment Operators Spreader, Topsider Fr $56.94 7A
Screedman
Power Equipment Operators Subgrader Trimmer $56.44 7A
Power Equipment Operators Tower Bucket Elevators $56.00 7A
Power Equipment Operators Tower Crane Up To 175' In $57.51 7A
Hei�ht Base To Boom
Power Equipment Oqerators Tower Crane: over 175' S58.10 7A
through 250' in height, base
to boom
Power Equipment Operators Tower Cranes: over 250' in $58.67 7A
height from base to boom
Power Equipment Operator-s Transporters, All Track Or $56.94 7A
Truck Type
Power Equipment Operators Trenching Machines $56.00 7A
Power Equipment Operators Truck Crane Oiler/driver - 100 556.44 7A
Tons And Over
Power Equipment Operators Truck Crane Oiler/driver $56.00 7A
Under 100 Tons
Power Equipment Operators Truck Mount Portable $56.44 7A
Conveyor
Power Equipment Operators Welder $56.94 7A
Power Equipment Operators Wheel Tractors, Farmall Type 553.57 7A
Power Equipment Operators Yo Yo Pay Dozer $56.44 7A
Power Equipment Operators- Asphalt Plant Operators $56.94 7A
Under�round Sewer �t Water
Power Equipment Operators- Assistant Engineer $53.57 7A
UnderQround Sewer Ft Water
Power Equipment Operators- Barrier Machine (zipper) $56.44 7A
UnderQround Sewer & Water
Power Equipment Operators- Batch Plant Operator, $56.44 7A
UnderQround Sewer �C Water Concrete
Power Equipment Operators- Bobcat $53.57 7A
UnderQround Sewer Ft Water
Power Equipment Operators- Brokk - Remote Demolition $53.57 7A
Under�round Sewer & Water Equipment
Power Equipment Operators- Brooms $53.57 7A
Under�round Sewer 8 Water
Power Equipment Operators- Bump Cutter $56.44 7A
UnderQround Sewer �t Water
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https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 03/O l /2016
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Power Epuipment Operators- Cableways $56.94 7A
Under�round Sewer � Water
Power Equipment Operators- Chipper $56.44 7A
Under�round Sewer Er Water
Power Equipment Operators- Compressor $53.57 7A
Under�round Sewer tx Water
Power Equipment Operators- Concrete Pump: Truck Mount $56.94 7A
Under�round Sewer �t Water With Boom Attachment Over
42 M
Power Equipment Operators- Concrete Finish Machine -laser $53.57 7A
UnderQround Sewer 8 Water Screed
Power Equipment Operators- Concrete Pump - Mounted Or $56.00 7A
UnderQround Sewer �t Water Trailer High Pressure Line
Pump, Pump High Pressure.
Power Equipment Operators- Concrete Pump: Truck Mount $56.44 7A
UnderQround Sewer & Water With Boom Attachment Up To
42m
Power Equipment Operators- Conveyors $56.00 7A
UnderQround Sewer & Water
Power Equipment Operators- Cranes Friction: 200 tons and $58.67 7A
UnderQround Sewer � Water over
Power Equipment Operators- Cranes: 20 Tons Through 44 $56.44 7A
UnderQround Sewer & Water Tons With Attachments
Power Equipment Operators- Cranes: 100 Tons Through 199 $57.51 7A
Underoround Sewer & Water Tons, Or 150' Of Boom
(Induding Jib With
Attachments)
Power Equipment Operators- Cranes: 200 tons- 299 tons, or $58.10 7A
UnderQround Sewer � Water 250' of boom induding jib
with attachments
Power Equipment Operators- Cranes: 300 tons and over or $58.67 7A
UnderQround Sewer �C Water 300' of boom induding jib
with attachments
Power Equipment Operators- Cranes: 45 Tons Through 99 $56.94 7A
UnderQround Sewer £� Water Tons, Under 150' Of Boom
(including Jib With
Attachments)
Power Equipment Operators- Cranes: A-frame - 10 Tons And $53.57 7A
Underground Sewer & Water Under
Power Equipment Operators- Cranes: Friction cranes $58.10 7A
Under�round Sewer � Water through 199 tons
Power Equipment Operators- Cranes: Through 19 Tons With $56.00 7A
UnderQround Sewer & Water- Attachments A-frame Over 10
Tons
Power Equipment Operators- Crusher $56.44 7A
UnderQround Sewer � Water
Power Equipment Operators- Deck Engineer/deck Winches $56.44 7A
UnderQround Sewer � Water (power)
Power Equipment Operators- Derricks, On Buildin� Work $56.94 7A
UnderQround Sewer fr Water
Power Equipment Operators- Dozers D-9 �C Under $56.00 7A
UnderQround Sewer & Water
https://fortress.wa.gov/Ini/wagelookup/pry Wagelookup.aspx
Page 1 I of 17
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Page 12 of I 7
King Power Euu�p�nent Ouerators- Drill Oilers: Auger Type, Truck S56.00 7A
UnderQround Sewer & Water Or Crane Mount
King Power Equipment Operators- Drilling Machine $57.51 7A
UnderQround Sewer & Water
King Power Equipment Operators- Elevator And Man-lift: $53.57 7A
UnderQround Sewer �t Water Permanent And Shaft Type
King Power Equipment Operators- Finishing Machine, Bidwell $56.44 7A
Under�round Sewer 8 Water And Gamaco 8 Similar
Equipment
King Power Equipment Operators- Forklift: 3000 Lbs And Over $56.00 7A
UnderQround Sewer & Water With Attachments
King Power Equipment Operators- Forklifts: Under 3000 Lbs. 553.57 7A
UnderQround Sewer � Water With Attachments
King Power Equipment Operators- Grade Engineer: Using Blue $56.44 7A
UnderQround Sewer F� Water Prints, Cut Sheets, Etc
King Power Equipment Operators- Gradechecker/stakeman $53.57 7A
UnderQround Sewer �C Water
King Power Equipment Operators- Guardrail Punch 556.44 7A
UnderQround Sewer �t Water
King Power Equipment Operators- Hard Tail End Dump $56.94 7A
UnderQround Sewer 8 Water Articulating Off- Road
Equipment 45 Yards. 8 Over
King Power Equipment Operators- Hard Tail End Dump $56.44 7A
Under�round Sewer �t Water Articulating Off-road
Equipment Under 45 Yards
King Power Equipment Operators- Horizontal/directional Drill $56.00 7A
UnderQround Sewer �C Water Locator
King Power Equipment Operators- Horizontal/directional Drill $56.44 7A
UnderQround Sewer & Water Operator
King Power Epuipment Operators- Hydralifts/boom Trucks Over $56.00 7A
UnderQround Sewer �t Water 10 Tons
King Power Equipment Operators- Hydralifts/boom Trucks, 10 S53.57 7A
UnderQround Sewer E� Water Tons And Under
King Power Equipment Operators- Loader, Overhead 8 Yards. �t $57.51 7A
UnderQround Sewer & Water Over
King Power Equipment Operators- Loader, Overhead, 6 Yards. $56.94 7A
Under�round Sewer Fx Water But Not Including 8 Yards
King Power Equipment Operators- Loaders, Overhead Under 6 $56.44 7A
Underground Sewer & Water Yards
King Power Equipment Operators- Loaders, Plant Feed $56.44 7A
Under�round Sewer �r Water
King Power Equipment Operators- Loaders: Elevating Type Belt 556.00 7A
Underground Sewer & Water
King Power Equipment Operators- Locomotives, All $5b.44 7A
UnderQround Sewer �t Water
King Power Equipment Operators- Material Transfer Device $56.44 7A
UnderQround Sewer �t Water
King Power Equipment Operators- Mechanics, All (leadmen - $57.51 7A
UnderQround Sewer F� Water $0.50 Per Hour Over
Mechanic)
King Power Equipment Operators- Motor Patrol Graders $56.94 7A
Undereround Sewer �t Water
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Power Equipment Ouerators- Mucking Machine, Mole, $56.94 7A
UnderQround Sewer �t Water Tunnel Drill, Borin�, Road
Header And/or Shield
Power Equipment Operators- Oil Distributors, Blower $53.57 7A
UnderQround Sewer & Water Distribution �C Mulch Seeding
Operator
Power Equipment Operators- Outside Hoists (elevators And $56.00 7A
UnderQround Sewer � Water Manlifts), Air Tug�ers,strato
Power Equipment Operators- Overhead, Bridge Type Crane: $56.44 7A
UnderQround Sewer & Water 20 Tons Throu�h 44 Tons
Power EQuipment Operators- Overhead, Bridge Type: 100 $57.51 7A
UnderQround Sewer f� Water Tons And Over
Power Equipment Operators- Overhead, Bridge Type: 45 $56.94 7A
Under�round Sewer �t Water Tons Through 99 Tons
Power Equipment Operators- Pavement Breaker $53.57 7A
Underground Sewer & Water
Power Equipment Operators- Pile Driver (other Than Crane $56.44 7A
UnderQround Sewer �r Water Mount)
Power Epuipment Oqerators- Plant Oiler - Asphalt, Crusher $56.00 7A
Under�round Sewer & Water
Power EQuipment Operators- Posthole Digger, Mechanical $53.57 7A
Underqround Sewer & Water
Power Equipment Operators- Power Plant 553.57 7A
UnderQround Sewer ft Water
Power Equipment Operators- Pumps - Water $53.57 7A
UnderQround Sewer �C Water
Power Equipment Operators- Quad 9, Hd 41, D10 And Over 556.94 7A
UnderQround Sewer �t Water
Power Equipment Operators- Quick Tower - No Cab, Under $53.57 7A
UnderQround Sewer fr Water 100 Feet In Height Based To
Boom
Power Epuipment Operators- Remote Control Operator On $56.94 7A
UnderQround Sewer £� Water Rubber Tired Earth Moving
Equipment
Power Equipment Operators- Rig�er And Bellman $53.57 7A
Under�round Sewer Ft Water
Power Equipment Operators- Rigger/Signal Person, Bellman $56.00 7A
UnderQround Sewer �t Water (Certified)
Power Equipment Operators- Rollagon $56.94 7A
UnderQround Sewer � Water
Power Equipment Operators- Roller, Other Than Plant Mix $53.57 7A
UnderQround Sewer 8 Water
Power Equipment Operators- Roller, Plant Mix Or Multi-lift $56.00 7A
UnderQround Sewer �C Water Materials
Power Equipment Operators- Roto-mill, Roto-grinder $56.44 7A
UnderQround Sewer � Water
Power Equipment Operators Saws - Concrete $56.00 7A
UnderQround Sewer �t Water
Power Equipment Operators- Scraper, Self Propelled Under $56.44 7A
UnderQround Sewer �t Water 45 Yards
$56.00 7A
https://fortress.wa.gov/Ini/wagelookup/pry Wagelookup.aspx
Page 13 of 17
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Page 14 of 17
Power Equipment Uperators- Scrapers - Concrete �C Carry
UnderQround Sewer �r Water All
King Power Equipment Operators- Scrapers, Self-propelled: 45 556.94 7A
UnderQround Sewer �t Water Yards And Over
King Power Equipment Operators- Service Engineers - Equipment $56.00 7A
UnderQround Sewer �r Water
King Power Equipment Operators- Shotcrete/gunite Equipment $53.57 7A
UnderQround Sewer & Water
King Power Epuipment Operators- Shovel , Excavator, Backhoe, $56.00 7A
Under�round Sewer � Water Tractors Under 15 Metric
Tons.
King Power Equipment Operators- Shovel, Excavator, Backhoe: $56.94 7A
Under�round Sewer £� Water Over 30 Metric Tons To 50
Metric Tons
King Power Equipment Operators- Shovel, Excavator, Backhoes, $56.44 7A
UnderQround Sewer £x Water Tractors: 15 To 30 Metric Tons
King Power Equipment Operators- Shovel, Excavator, Backhoes: $57.51 7A
UnderQround Sewer � Water Over 50 Metric Tons To 90
Metric Tons
King Power Equipment Operators- Shovel, Excavator, Backhoes: $58.10 7A
UnderQround Sewer 8 Water Over 90 Metric Tons
King Power Equipment Operators- Slipform Pavers $56.94 7A
UnderQround Sewer f� Water
King Power Equipment Operators- Spreader, Topsider £x $56.94 7A
UnderQround Sewer Ft Water Screedman
King Power Equipment Operators- Subgrader Trimmer $56.44 7A
UnderQround Sewer �t Water
King Power Equipment Operators- Tower Bucket Elevators $56.00 7A
UnderQround Sewer �t Water
King Power Equipment Operators- Tower Crane Up To 175' In $57.51 7A
UnderQround Sewer £� Water Height Base To Boom
King Power Equipment Operators- Tower Crane: over 175' $58.10 7A
UnderQround Sewer bt Water through 250' in height, base
to boom
King Power Equipment Operators- Tower Cranes: over 250' in $58.67 7A
Under�round Sewer & Water height from base to boom
King Power Equipment Operators- Transporters, All Track Or $56.94 7A
UnderQround Sewer �t Water Truck Type
King Power Equipment Operators- Trenching Machines $56.00 7A
UnderQround Sewer & Water
King Power Equipment Operators- Truck Crane Oiler/driver - 100 $56.44 7A
UnderQround Sewer & Water Tons And Over
King Power Equipment Operators- Truck Crane Oiler/driver $56.00 7A
UnderQround Sewer �t Water Under 100 Tons
Kin� Power Equipment Operators- Truck Mount Portable $56.44 7A
UnderQround Sewer & Water Conveyor
King Power Equipment Operators- Welder $56.94 7A
UnderQround Sewer & Water
King Power Equipment Operators- Wheel Tractors, Farmall Type $53.57 7A
UnderQround Sewer & Water
King Power Equipment Operators- Yo Yo Pay Dozer $56.44 7A
Underaround S�wer � Water
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Power Line Clearance Tree Spray Person 543.38 5A
Trimmers
Power Line Clearance Tree Tree Equipment Operator $45.75 5A
Trimmers
Power Line Clearance Tree Tree Trimmer $40.84 5A
Trimmers
Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A
Trimmers
RefriQeration & Air Journey Level $73.51 6Z
Conditionin� Mechanics
Residential Brick Mason Journey Level 552.82 5A
Residential Carpenters Journey Level $28.20
Residential Cement Masons Journey Level S22.64
Residential DrvWall Journey Level $40.64 5D
A�plicators
Residential Drywall Tapers Journey Level $54.07 5P
Residential Electricians Journey Level $30.44
Residential Glaziers Journey Level $37.30 7L
Residential Insulation Journey Level $26.28
Applicators
Residential Laborers Journey Level $23.03
Residential Marble Setters Journey Level $24.09
Residential Painters Journey Level $24.46
Residential Plumbers & Journey Level $34.69
Pipefitters
Residential RefriQeration f� Air Journey Level $73.51 6Z
ConditioninQ Mechanics
Residential Sheet Metal Journey Level (Field or Shop) 543.46 7F
Workers
Residential Soft Floor Lavers Journey Level $42.88 5A
Residential Sprinkler Fitters Journey Level $42.48 SC
�Fire Protection)
Residential Stone Masons Journey Level $52.82 5A
Residential Terrazzo Workers Journey Level $47.46 5A
Residential Terrazzo/Tile Journey Level $21.46
Finishers
Residential Tile Setters Journey Level $25.17
Roofers Journey Level $45.71 5A
Roofers Using Irritable Bituminous $48.71 5A
Materials
Sheet Metal Workers Journey Level (Field or Shop) $72.83 7F
Shipbuildin� �c Ship Repair Boilermaker $39.82 7M
ShipbuildinQ 8 Ship Repair Carpenter $40.41 7T
ShipbuildinQ �C Ship Repair Electrician $40.16 7T
ShipbuildinQ & Ship Repair Heat �C Frost Insulator $63.18 5J
ShipbuildinQ � Ship Repair Laborer $40.19 7T
https://fortress.wa.gov/lni/wagelookup/pry Wagelookup.aspx
Pa��e 15 of 17
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03/O l /2016
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ShipbuildinQ �x Ship Repair Machinist
Shipbuildin� Ft Ship Repair Operator
ShipbuildinQ F� Ship Repair Painter
ShipbuildinQ & Ship Repair Pipefitter
ShipbuildinQ & Ship Repair Rigger
ShipbuildinQ & Ship Repair Sheet Metal
ShipbuildinQ � Ship Repair Shipfitter
Shipbuildin� �t Ship Repair Trucker
Shipbuildin� �t Ship Repair Warehouse
ShipbuildinQ �t Ship Repair Welder/Burner
SiQn Makers Ft Installers Sign Installer
( Electrical)
Si�n Makers Ec Installers Sign Maker
1 Electncal )
SiQn Makers �t Installers (Non- Sign Installer
Electrical►
SiQn Makers �C Installers (Non- Sign Maker
Soft Floor Lavers Journey Level
Solar Controls For Windows Journey Level
Sprinkler Fitters (Fire Journey Level
Protection)
Stage Ri��in� Mechanics (Non Journey Level
Structurall
Stone Masons Journey Levet
Street And ParkinQ Lot Journey Level
King Survevor s Assistant Construction Site
Surveyor
King Surveyors Chainman
King Survevors Construction Site Surveyor
King Telecommunication Journey Level
Technicians
King Telephone Line Construction - Cable Splicer
Outside
King Telephone Line Construction - Hole Dig�er/Ground Person
Outside
King Telephone Line Construction - Installer (Repairer)
Outside
King Telephone Line Construction - Special Aparatus Installer I
Outside
King Telephone Line Construction - Special Apparatus Installer II
Outside
King Telephone Line Construction - Telephone Equipment
Outside Operator (Heary)
King Telephone Line Construction - Telephone Equipment
Outside Operator (Light)
King Telephone Line Construction - Telephone Lineperson
https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx
$40.47 7T
$40.11 7T
$40.16 7T
$40.11 7T
$40.19 7T
$40.14 7T
$40.19 7T
$40.03 7T
$40.08 7T
$40.19 7T
$22.92
$21.36
$27.28
$33.25
$42.88 5A
$12.44
$69.74 5C
$13.23
$52.82 5A
$19.09
$56.00 7A
$55.47 7A
$56.94 7A
$22.76
$37.60 5A
$20.79 5A
$36.02 5A
$37.60 5A
$36.82 5A
$37.60 5A
$34.94 5A
$34.93 5A
4B
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03/O1/2016
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Telephone Line Construction - Television Groundperson $19.73 5A
Outside
Telephone Line Construction - Television $26.31 5A
Outside Lineperson / Installer
Telephone Line Construction - Television System Technician $31.50 5A
Outside
Telephone Line Construction - Television Technician $28.23 5A
Outside
Telephone Line Construction - Tree Trimmer $34.93 5A
Outside
Terrazzo Workers Journey Level $47.46 5A
Tile Setters Journey Level $21.65
Tile, Marble & Terrazzo Finisher $38.29 5A
Finishers
Traffic Control St�ipers Journey Level $43.73 7A
Truck Drivers Asphalt Mix Over 16 Yards (W. $49.85 5D
WA-Joint Council 28)
Truck Drivers Asphalt Mix To 16 Yards (W. $49.01 5D
WA-Joint Council 28)
Truck Drivers Dump Truck £r Trailer $49.85 5D
Truck Drivers Dump Truck (W. WA-Joint $49.01 5D
Council 28)
Tr uck Drivers Other Trucks (W. WA-Joint $49.85 5D
Council 28)
Truck Drivers Transit Mixer 543.23
Well Drillers � IrriQation Pump Irrigation Pump Installer $17.71
Installers
Well Drillers & IrriQation Pump Oiler $12.97
Installers
Well Drillers & Irri�ation Pump Well Driller $18.00
Installers
https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx
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Depanmcnt of labor and Induslrics ��E ernre A �
Prevailing Wagc o �� STATEMENT OF INTENT TO
(3f0) 902-5335 � -' � pAY PREVAILING WAGES
�v�v��• Ini.�ru.�ov/'I�r.�dcsl.iccnsint/Prcv\Vagc �ya i6aa �°y�
• lliis fonn must bc typed or prinlcd in ink. PUhI1C WOI'I(S COOtt'aCi �
. FiII in all binnks or lhe fm•m �rill be returned for correctiou (scc instructions). $4�.�0 Fl�lil� r0C RC(jUll'C(�
• Plcasc allow a miuinmm of 10 working days for processing. ,
• Once approvcd, your fonn will be posted onlinc al lntent 1D #(Assigned by �.BLI� I
huus:/ifoi1res; �va.�_o��/Ini/ra•iupub/tic�rchFor.asu �
1'our Compan�' Infornmllon Awm•din� Agcncy_Infm•maqun �
Your Company Nnmc Projec� Name Contmct Number
ABC Comry�ny, Ina Road Repair . 4r..., ` 201 L018 I
Your Add�ess A�vnrding Agency ��:'` i
1234 Mnin Stroct WA Sletc Departmrnt of Tmnsportation `; '�
City Sm�c Zip+4 Awarding Agcncy Address+ ,�`. -' - :k"' �' . ,
Olympia � WA 98501-1234 PO Ciox 47354 :, t" . .�'' i
Your Conunctor Registm�ion Numt+cr Your UI31 nwnber City •.�'.i:"`', tilme " "l.ip+4 !
ABCCI'0123AA 123456789 Olympia ,.. •'`���� WA ,.y � ')8501 �
��_-.- �_ ..
Your Indusu'inl Insurance Account Numbcr Aanrding Agency Cnntnct Nnme �; Ph�one Nuinbcr
� � �, � � �_� � John Dae =1��4 � (555)i555•5555
Your Gnail Address (rcqui�cd for nmificntion of uppmval) Your Phone �umber CounryyWhere' Work�lVill Be Perfomud �;� Gily \1'hero Work N'ill I3e Perfonned I
prevnilinga�agcQlni.wa.gov (SSS) 555-5555 'r'h,urs�on, '.� � i� r� Olympia i
Additlonnl Dclalls .. � Co�ilroet Uclnils � , � . . �
Vour f_xpected Job Start Date (m�n/dd/YY)Y) �' +:� 13iA Due Da�e"(Prime Coiilrnetor'e).: i..' A«anl Date (Prime Conlrne�m�'s)
01/01R01I �� i 013/01/2010"�i� `:,�.',; .: 08/10/2010 i
1" , ,��'� liidicute'Iotnl Dollar Amount ot%Your Contincl (induding I
Job Siie Address/Dircclions ,� v= t�v�.�
S�ate Strcet n Plum Street �_ �� �, sales'tnx) or time nnd rtu�crials, if opplicable. $ I OOOAO �
AftRA Funds WeSthcrizution;or�Euer�� EfOcfent Nu�ids -
Docs ihis project utilize A�ncrican Recovery und Reinvestmcnt Act (ARRA); funds?;i �, \ Dces this'project.utilizc ony �vcatherizntion or cncrgy c0icicncy upgmde funds
❑ Yes � Nu ��t. ,�. j��j (ARRA or olherwisc)1 ❑ Yes � No i
Prlmr Couhmctor'e Company Infornmflon �\� Hliing�Conlrnctur's Company InformoNun I
Prime Contmctor's Company Nume Primo�Co�i�n�cWr's Intent Nunitier Hiiing Coniractor's Company Nvme
XYJ Comp�ny. Inc. 12345G�{^� ..``� ,-��. '� Super,Puvcrs, Inc. �
Prime Contmctor's Regis�ration Number Frimc Conlrnctar's UI3PNuinliei,i" I liiing Con�ractor's Conuvetor Regisiraiion Nmnlxr Hiring Conlrac�or's U61 �umber
XY7.M•0123AA 987654321 "�i.•�..,� SUPHRI'A123AA 721456987
Lmpluymcnl InfonunUon �
`iti;
Uo you intcnd to usc r�i��• subconlmctnrs7:�;: �• �� �. ` ❑ Ycs ,��No Will cmployces perfonn �vork on �his project? � Ycs ❑ No ��
; t;: �
Will AI.L �vork be subcommmed'? .❑Ycs `"�� No Uo you intcnd to usc appnnticc mnployees7 � Yes ❑ No
i•.
::, �,,;.
Numbcr of Owncr/Oper�lors who own ul Icas1,3� �o of thc compa y,' who will {xrfortn work on thc projcct: ❑ Nune (0) � Onc (1) ❑ Tw�o (2) ❑'Ihrcc (3)
Crafts/IYnJes/,Occupatlons='(Do not list apprenliccs. 'I'hey arc listcd on ihe AfTJuvit of Wogcs Pnid onlyJ Rate uf Hourly ��
Numbcr of Ratc uf Ilom�ly
ff an employec�wurks in nrore than one tmde, rnsuirt �hat ull hours worked in cach �mde nre reponed below. Usual ("Frin�d')
Por additional cm(lshraAes/ocaipatiops�plcase use�'A�ddcridum A. \\'orkcrs �'�)' UcneOts I
:t,:,."::, :�r:.�;..,�;i�'.:';''.i;'� !:i' I
Laborcr - Asphull'Rnker ��''� -' . .,'�?a;;, '� 2 39.28 5.00
` ( �
Poe�cr F.qulpment Uperutor - Asphnit Plunl Operutor 1 48.04 2J5
r'
l'ruck Urivcr - Aspl�ult A1is (ovcr�J6�YJs) I 46.47 0.00 I
, I
til �noture I31ock �
1 hereby ceni fy thai I havc reaJ und undersmnd �hc inswctions to complete this form ond �hnt the infortnation, including any oddemia, are correct nnd tha� ull ��nrkcrs I employ on this
Public WorAs Pro'ec� will tx aid no Iess thnn the Provnilin Wa e Ra� s ns de�emun�d b �he Indusirial Smtis�iciun of tho Ik anment of Lnbor nnd Industries.
i
Print \amc: Prin�'I'I�Ic: Slcnaturc: . Unte: �
NOTICE: If Il�e prlmr cnmrucl h al a cost uf over nne ndlllon Jollars (SI,U00,000.00), RCN' 39.OJ.J70 rcqidres you lu complele Ihe F.HD 2805 QiC\\' 39Ai.J70) AdJendum and attach II
to ymir Af11Jav11 of \Ynges nf i'a1J e�hen yonr �.nrk un 16e projrct concluJes. Thls Is only o nollcr. The F,HN INOS AdJe�Wmn 6 not suUmltteA �rllh IhI� Inluu.
SAMPI_G - I'700-029-000 Suunxn� of lutcnl �o Pay Prc.miling Nagcs 07-201 I
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DepartmentofLnborondlndustries RQg�AT�p� AFFIDAVIT OF WAGES PAID
Prevailing Wage Program o 6' 4
(3G0) 902-5335 =, � Public Works Contract
�wvo•.hii.��•a.uuv/'I'raJesl.icensing/Prcv\Vaee �' , o� $40.00 Filing Fee Required
�H+ iees �°y
• This form must be typed orprinted in ink. Aftidavit ID #(Asslgtled by L&[)•
• Fill in ALL binnks or the form will be returned for carrection (sec fnstructlons).
• Please allow a nilnimum of 10 working days for processing.
• Oncc approvcd, your fami will bc postcd onlinc at SAMPLE i
hilPs://lortress.�va. ov/lui/ ��viaPuh/SearchPbcasn �
Your�Com anv Infonnntlon � . Awnrdin A cnc In[ormafion
Your Company Nome Projcct Namc Contrnct Numher
A[3C Com an Road Re air 123-456
Vour Addrcss A�wrding Agency i
1234 Main Street WA St De artment ofTrens ortation
Ci�y Smte %ip+4 A�wrding Agrncy Address �
OI ia WA 98501-1234 PO 13ox 123
Your Contmctor Registmtion Number Your UBI Number City Stme Zip+4
A[3CCl'0123AA 123456789 OI m ia WA 98501
Your Industrial Insumnce Accouni Number Awnnling Agency Contact Nnme Phone Number
111,111-II John Doe 555 555-5555
Your [anail Address (required for �rotificuion olapprowp Your Phone Number County Where Work Was Perfonned Cily Whorc Wurk Wus Perfonned
revailin wa e Ini.wa. •ov 555 555-5555 Thurston OI m ia �
�,AdJitlonul Detalls . Contract Dctnlls (
'�, mir Jub Slnn Date (mmldd/yyyy) Vour Ua�c �4ork Complctcd (mrtJdd/yyyy) Bid Due Date (Prime Contraalor's) A�wrd Date (Prime Conirac�or's) '
2/1/2011 3/I/2011 1/1/2011 I/5/2011 �
lob Site Address/Directions Your Approved Intent ID # Indicate'Ibwl Dollar Amount of \'our Can�mct
Ylum and State Street 123456 (including salu tax). $10,000.00 i
�EH6 2R05 (RCN 39.04370)— Is the Prime CoNmctor's � Y� � No If you answered "Yes" to the EH6 2805 question nnd the Award Date is 9/1/2010 or
�Conl�net nt a cns� of over one million dollars S I 000 000 7 Inter ou must com Iete and su6mit tha E116 2805 CN J9.04.370 Addendum.
�A1iRA Funda � ' \Venlherizdtlon or Encr � Efltclent Fu�ids
�1)oes this project Wilize Anurican Rccovery und Reinvestment Act (ARRA) funds7 Does this project uliliu any wealherization or energy efTciency upgmdo funds
❑ Ycs � No (ARRA or othrnvisc)? ❑ Yes � No �
��Prime ControcloPs Com unv Informutlon Hirlo Contractor's Com ao � Informallon �
Prime Conlmctor'S Company Namc Hiring Contractor's Company Namc '
XY7_ Com an CDA Com an
Prime Contrector's Registmtiun Number Prime Contmctor's UI31 Number Hiring Contrattor's Registmtion Nwnber Hiring Contraclor i UBI Number
X Y'LCI'0123AA 987G54321 CDACI •0123A A 456789 I 23
Em lovmenlluformatkn � �
Did you use ANY subcuntractors7 ❑ Yes (Addcndum U Rcm�IreJl � No Did empbyccs perform work on this project'T � Yes ❑ No
Was 1�1.1Y work subcommcted7 � Ycs (Addendum B Remdredl � No Did you usc upprcntice employees7 ❑ Yes � No
Numbcr of OwnedOpernrors �vho o�vn at least 30% of the compnny �vho perfomicd �wrk on this project: � Nonc (0) � One (1) ❑ l'wo (2) ❑ Three (3) I
7'ou mus[ Iist ihe Firs� and lasl Name s of am• OwnedO crntor erformin �rork belaw i
I.ist your Crafls/ProJes/Occupntlons Ilelo�v - For Joumey I.evel \Vorkers you must \umber of Totnl p ot Hours Rate of Hourly Rate of Hourly �
provide all of �hc infomw�ion 6elow. OwnedOpemmrs - must pmviJe their First and I.nst ��'orkers Worked Pay Usuol ("Fringe")
name no other infortnation rcquired. ••Apprentices are not recorded below. You mus� UeneOls
use AdJenJum D lu Ilst A rentices.
General Labor 2 153 41.23 8.54
Ca enter 5 210 52.26 10.13 '
SI nplure Iilock ' ' �
1 hereby cenify Ihal I have read und understond the i�nuctions tu complete �his torm nnd �ha� �he in(omwfivn on the form nnd any addendn is conect md that eil avrkers I employed an �his
Public Warks Pro'cc� wxre id no less �han Ihe Prewilin Wo Rna(s) as detemuned b �he Industrinl Smtisticinn of the rtment of I.abor nnd Industries. I
1'rinl Name: J�i1C D08 �rin� Tlue: I3ookkee er S� namre: uaie.3/5/201 I I
Por CRI�Use Onl � � �
APPROVF,D: lkpanmenl of I�bor und Induslries
� Industrinl Stutistician
SAMPI.E - F700-007-000 AfTiduvit of Wages Paid 3-2011 i
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SPECIAL PROVISIONS
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SPECIALPROVISIONS .......................................................................................................................8
1-01 DEFINITIONS AND TERMS .......................................................................................................8
1-01.1 General .................................................................................................................................8
1-01.3 Definitions ...........................................................................................................................8
1-02 BID PROCEDURES AND CONDITIONS ..................................................................................10
1-02.1 Prequalification of bidders ...............................................................................................10
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 ............................................................................................... ll
1-02.7 Bid Deposit ........................................................................................................................11
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 .............................................................................................12
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 .............................................................................................................13
1-03.3 Execution of Contract .......................................................................................................13
1-03.4 Contract Bond ...................................................................................................................14
1-03.7 Judicial Review ..................................................................................................................14
1-04 SCOPE OF WORK ..................................................................................................................14
1-04.2 Coordination of Contract Documents ... ...........................................................................14
1-04.3 Contractor-Discovered Discrepancies ..............................................................................15
1-04.4 Changes .............................................................................................................................15
1-04.8 Progress Estimates and Payments ....................................................................................15
1-04.11 Final Cleanup ..................................................................................................................15
1-05 CONTROL OF WORK .............................................................................................................15
' 1-05.4 Conformity With and Deviation from Plans and Stakes ..................................................15
1-05.4(3) Contractor Supplied Surveying ....................................................................................16
, 1-05.4(4) Contractor Provided As-Built Information ..................................................................17
1-05.7 Removal of Defective and Unauthorized Work ...............................................................17
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1-05.10 Guarantees ......................................................................................................................18
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1-05.11 Final Inspection ..............................................................................................................18
1-05.11(1) Substantial Completion Date .....................................................................................18
1-05.11(2) Final Inspection and Physical Completion Date ........................................................19
1-05.11(3) Operational Testing ....................................................................................................19
1-05.12 Final Acceptance .............................................................................................................20
1-05.13 Superintendents, Labor and Equipment of Contractor .................................................20
1-05.14 Cooperation with Other Contractors .............................................................................20
1-05.16 Water and Power ............................................................................................................21
1-05.17 Oral Agreements .............................................................................................................21
1-05.18 Contractor's Daily Diary ..................................................................................................21
1-06 CONTROL OF MATERIAL .......................................................................................................22
1-06.1 Approval of Materials Prior to Use ...................................................................................22
1-06.2(1) Samples and Tests for Acceptance ...............................................................................22
1-06.2(2) Statistical Evaluation of Materials for Acceptance ......................................................22
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ................................................22
1-07.1 Laws to be Observed .........................................................................................................22
1-07.2 State Sales Tax ...................................................................................................................23
1-07.2(1) General .........................................................................................................................23
1-07.2(2) State Sales Tax - Rule 171 ............................................................................................24
1-07.2(3) State Sales Tax - Rule 170 ............................................................................................24
1-07.2(4) Services .........................................................................................................................24
1-07.6 Permits and Licenses .........................................................................................................24
1-07.9 Wages ................................................................................................................................25
1-07.9(5) Required Documents ....................................................................................................25
1-07.11 Requirements for Non-Discrimination ...........................................................................25
1-07.11(11) City of Renton Affidavit of Compliance ...................................................................25
1-07.12 Federal Agency Inspection ..............................................................................................25
1-07.13 Contractor's Responsibility for Work .............................................................................25
1-07.13(1) General .......................................................................................................................25
1-07.16 Protection and Restoration of Property .........................................................................25
1-07.16(1) Private/Public Property ..............................................................................................25
1-07.17 Utilities and Similar Facilities .........................................................................................26
1-07.17(1) Interruption of Services .............................................................................................27
1-07.18 Public Liability and Property Damage Insurance ...........................................................28
1-07.18(1) General .......................................................................................................................28
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, 1-07.18(2) Coverages ....................................................................................................................28
1-07.18(3) Limits . ..30
' 1-07.18(4) Evidence of Insurance : ...............................................................................................31
1-07.22 Use of Explosives .............................................................................................................31
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1-07.23 Public Convenience and Safety ......................................................................................31
1-07.23(1) Construction Under Traffic .........................................................................................31
1-07.23(2) Construction and Maintenance of Detours ...............................................................32
1-07.24 Rights of Way ..................................................................................................................32
1-07.28 Confined Space Entry ......................................................................................................33
1-08 PROSECUTION AND PROGRESS ...........................................................................................34
1-08.0 Preliminary Matters ..........................................................................................................34
1-08.0(1) Preconstruction Conference ........................................................................................34
1-08.0(2) Hours of Work ..............................................................................................................35
1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees ....................36
1-08.1 Subcontracting ..................................................................................................................36
1-08.2 Assignment .......................................................................................................................36
1-08.3 Progress Schedule .............................................................................................................36
1-08.4 Notice to Proceed and Prosecution of the Work .............................................................37
1-08.5 Time For Completion ........................................................................................................37
1-08.6 Suspension of Work ..........................................................................................................38
1-08.7 Maintenance During Suspension .....................................................................................39
1-08.9 Liquidated Damages .........................................................................................................39
1-08.11 Contractor's Plant and Equipment .................................................................................39
i-08.12 Attention to Work ...........................................................................................................39
1-09 MEASUREMENT AND PAYMENT ..........................................................................................40
1-09.1 Measurement of Quantities .............................................................................................40
1-09.3 Scope of Payment .............................................................................................................41
1-09.6 Force Account ...................................................................................................................42
1-09.7 Mobilization ......................................................................................................................42
' 1-09.9 Payments ...........................................................................................................................42
1-09.9(1) Retainage ......................................................................................................................43
1-09.9(2) Contracting Agency's Right to W ithhold and Disburse Certain Amounts ..................43
, 1-09.9(3) Final Payment ...............................................................................................................44
1-09.11 Disputes and Claims ........................................................................................................45
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1-09.11(3) Time Limitations and Jurisdiction ..............................................................................45
1-09.13 Claims and Resolutions ...................................................................................................45
1-09.13(3) Claims $250,000 or Less .............................................................................................45
1-09.13(3)A Administration of Arbitration ..................................................................................45
1-09.13(3)B Procedures to Pursue Arbitration ............................................................................45
1-09.14 Payment Schedule ..........................................................................................................46
1-09.14(1) Scope ..........................................................................................................................46
1-09.14(2) Bid Items .....................................................................................................................46
1-10 TEMPORARY TRAFFIC CONTROL .........................................................................................58
1-10.1 General ..............................................................................................................................58
1-10.2(1)B Traffic Control Supervisor ..........................................................................................59
1-10.2(2) Traffic Control Plans .....................................................................................................59
1-10.3 Flagging, Signs, and All Other Traffic Control Devices .....................................................59
1-10.3(3) Construction Signs ........................................................................................................59
1-10.4 Measurement ....................................................................................................................59
1-10.5 Payment ............................................................................................................................59
1-11 RENTON SURVEYING STANDARDS .......................................................................................60
1-11.1(1) Responsibility for surveys ............................................................................................60
1-11.1(2) Survey Datum and Precision ........................................................................................60
1-11.1(3) Subdivision Information ...............................................................................................60
1-11.1(4) Field Notes ....................................................................................................................60
1-11.1(5) Corners and Monuments .............................................................................................61
1-11.1(6) Control or Base Line Survey .........................................................................................61
1-11.1(7) Precision Levels ............................................................................................................61
1-11.1(8) Radial and Station -- Offset Topography ......................................................................62
1-11.1(9) Radial Topography ........................................................................................................62
1-11.1(10) Station--Offset Topography ........................................................................................62
1-11.1(11) As-Built Suroey ...........................................................................................................62
1-11.1(12) Monument Setting and Referencing ..........................................................................62
1-11.12 Materials .........................................................................................................................63
1-11.12(1) Property/Lot Corners .................................................................................................63
1-11.12(2) Monuments ................................................................................................................63
1-11.12(3) Monument Case and Cover .......................................................................................63
2-Ol CLEARING, GRUBBING, AND ROADSIDE CLEANUP .............................................................63
2-01.1 Description ........................................................................................................................63
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2-01.2 Disposal of Usable Material and Debris ...........................................................................63
2-01.5 Payment ............................................................................................................................63
2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS ................................................................64
2-02.3(3) Removal of Pavement, Sidewalks, and Curbs ..............................................................64
2-02.4 Measurement ....................................................................................................................64
2-02.5 Payment ............................................................................................................................64
2-03 ROADWAY EXCAVATION AND EMBANKMENT ....................................................................64
2-03.3 Construction Requirements ..............................................................................................64
2-03.4 Measurement ....................................................................................................................65
2-03.5 Payment ............................................................................................................................65
2-04 HAUL .....................................................................................................................................66
2-04.5 Payment ............................................................................................................................66
2-06 SUBGRADE PREPARATION ...................................................................................................66
2-06.5 Measurement and Payment ............................................................................................66
2-09 STRUCTURE EXCAVATION .....................................................................................................66
2-09.1 Description ........................................................................................................................66
2-09.3(1)D Disposal of Excavated Material .................................................................................66
2-09.4 Measurement ....................................................................................................................66
2-09.5 Payment ............................................................................................................................66
5-04 ASPHALT CONCRETE PAVEMENT .........................................................................................67
5-04.2 Materials ...........................................................................................................................67
, 5-04.3 Construction Requirements ..............................................................................................67
5-04.3(5) Conditioning the Existing Surface ................................................................................68
' S-04.3(5)A Preparation of Existing Surface .................................................................................68
5-04.3(7)A Mix Design ..................................................................................................................69
, 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture ...................................................69
5-04.3(10)B Control ......................................................................................................................70
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5-04.5 Payment ............................................................................................................................70
5-04.5(1)A Price Adjustments for Quality of HMA Mixture ........................................................70
5-04.5(1)B Price Adjustments for Quality of HMA Compaction .................................................71
5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS .............................................................71
5-06.1 Description ........................................................................................................................71
5-06.2 Materials ...........................................................................................................................71
5-06.3 Construction Requirements ..............................................................................................71
7-02 CULVERTS .............................................................................................................................71
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7-02.2 Materials ...........................................................................................................................71
7-05 MANHOLES, INLETS, AND CATCH BASINS ...........................................................................72
7-05.3 Construction Requirements ..............................................................................................72
7-05.3(1) Adjusting Manholes and Catch Basins to Grade ..........................................................72
7-05.3(2) Abandon Existing Manholes ........................................................................................73
7-05.3(2)A Abandon Existing Sanitary Sewer Pipes ....................................................................73
7-05.3(3) Connections to Existing Manholes ...............................................................................73
7-05.3(5) Manhole Coatings ........................................................................................................73
7-05.4 Measurement ....................................................................................................................74
7-05.5 Payment ............................................................................................................................74
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ..................................................................74
7-08.3 Construction Requirements ..............................................................................................74
7-08.3(1)C BeddingthePipe ........................................................................................................74
7-08.3(1)D Pipe Foundation ........................................................................................................75
7-08.3(2)A Survey Line and Grade ...............................................................................................75
7-08.3(2)B Pipe Laying — General .................................................................................................75
7-08.3(2)E Rubber Gasketed Joints ..............................................................................................76
7-08.3(2)H Sewer Line Connections ............................................................................................76
7-08.3(2)J Placing PVC Pipe ..........................................................................................................76
7-08.3(3)A Backfilling Sanitary Sewer Trenches ..........................................................................76
7-08.4 Measurement ....................................................................................................................77
7-08.5 Payment ............................................................................................................................77
7-17 SANITARYSEWERS ...............................................................................................................77
7-17.2 Materials ...........................................................................................................................77
7-17.3 Construction Requirements ..............................................................................................78
7-17.3(1) Protection of Existing Sewerage Facilities ...................................................................78
7-17.3(2)H Television Inspection .................................................................................................78
7-17.4 Measurement ....................................................................................................................78
7-20 HORIZONTAL DIRECTIONAL DRILLING .................................................................................79
7-22 GUIDED PIPE RAMMING .......................................................................................................88
7-23 TRENCHLE55 INSTALLATION OF CARRIER PIPE IN CASING ...................................................95
7-24 LAUNCH AND RECEPTION SHAFTS .......................................................................................96
8-13 MONUMENT CASES .............................................................................................................99
8-13.1 Description ........................................................................................................................99
8-13.3 Construction Requirements ..............................................................................................99
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8-13.4 Measurement ....................................................................................................................99
8-13.5 Payment ............................................................................................................................99
8-14 CEMENT CONCRETE SIDEWALKS .......................................................................................100
8-14.3(4) Curing ..........................................................................................................................100
8-14.4 Measurement ..................................................................................................................100
8-14.5 Payment ..........................................................................................................................100
8-22 PAVEMENT MARKING ........................................................................................................100
8-22.1 Description ......................................................................................................................100
8-22.3(5) Installation Instructions .............................................................................................101
8-23 TEMPORARY PAVEMENT MARKINGS ................................................................................101
8-23.5 Payment ..........................................................................................................................101
9-03.8(7) HMA Tolerances and Adjustments ..............................................................................101
9-03.22 Cement-based Grout for Abandoning Existing Utilities ...............................................102
9-08 PAINTS ................................................................................................................................102
9-08.8 Manhole Coating System Products ................................................................................102
9-08.8(1) Coating Systems Specification ...................................................................................102
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES .........................................................103
9-23.9 Fly Ash (RC) .....................................................................................................................103
Appendices
Appendix A— Existing Retaining Wall Construction Record Drawings
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SPECIAL PROVISIONS
1-01 DEFINITIONS AND TERMS
1-01.1 General
Section 1-01.1 is supplemented with:
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Whenever reference is made to the State, State of Washington, 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
See definition for "Contract".
Contract Price
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.
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
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.
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
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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.
Date of Commencement: The date stated in the Notice to Proceed on which the Contract Time
begins.
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.
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Engineer
The City Engineer or duly authorized representative, or an authorized member of a licensed consulting
firm retained by the Owner for the construction engineering of a specific public works project.
Inspector
The Owner's authorized representative assigned to make necessary observations of the Work performed
or being performed, or of materials furnished or being furnished by the 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 the 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
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.
Owner
The City of Renton or its authorized representative also referred to as Contracting Agency.
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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.
Points
, Wherever reference is made to the Engineer's points, this shall mean all marks, bench marks, reference
points, stakes, hubs, tack, etc., established by the 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
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officer to the Department shall also refer to the Department of Public Works Administrator.
Shop Drawings
Same as "Working Drawings" defined in the Standard Specifications.
Special Provisions
Modifications to the Standard Specifications and their amendments 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 the Engineer at request of the Contractor by means of drawings or documents
necessary, in the opinion of the 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.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this Section and replace it with the following:
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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.
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.
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 4 Furnished
17") and contract automatically upon
rovisions award
Large Plans (22" x 34") 4 Furnished only upon
re uest
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:
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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
The proposal form will identify the project and its location and describe the Work. It will also list
estimated quantities, units of ineasurement, 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 additives set forth in
the proposal forms unless otherwise specified. The Contracting Agency reserves the right to reject any bids
that fail to provide a cost proposal all alternates and additives set forth in the proposal forms.
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.
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).
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.
� 1-02.6 Preparation of Proposal
The second paragraph is revised as follows:
(******�
, All prices shall be in legible figures 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),
where a conflict arises the unit price shall prevail.
1 1-02.6(1) Proprietary Information
1-02.6(1) is a new Section.
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� 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
42.17.310, 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.
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1-02.7 Bid Deposit
Section 1-02.7 is supplemented with the following:
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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;
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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;
S. 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 Proiect Name and Proiect 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
Section 1-02.12 is supplemented with the following:
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The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to
bidder will be by addenda.
1-02.13 Irregular Proposals
Revise item I to read:
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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.
1-02.14 Disqualification of Bidders
Revise this section to read:
�******�
A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet
the responsibility criteria in RCW 39.04.
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 Contractin� A�encv, 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 mav have been determined by a 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;
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The bidder has failed to complete a written public contract or has been convicted of a crime
arising from a previous public contract;
The bidder is unable, financially or otherwise, to perform the Work;
A bidder is not authorized to do business in the State of Washington (not registered in
accordance with RCW 18.27)
There are any other reasons deemed proper by the Contracting Agency.
The bidder has not met the HDD qualifications per Section 7-20.3(5)A or the guided pipe
ramming qualifications per Section 7-22.3(4)A.
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.
2.
3.
4.
5.
6.
7.
8.
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A complete statement of the origin, composition, and manufacture of any or all materials to be
used;
Samples of these materials for quality and fitness tests;
A progress schedule (in a form the Contracting Agency requires) showing the order of time
required for the various phases of Work;
A breakdown of costs assigned to any bid item;
Attending at a conference with the Engineer or representatives of the Engineer;
Obtain and furnish a copy of, a business license to do business in the citv and/or county where
the Work is located;
A copv of State of Washin�ton Contractor's Registration; or
Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
Qualifications of HDD Contractor per Section 7-20.3(5)A
Qualifications of Guided Pipe Ramming Contractor per Section 7-22.3(4)A.
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 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.
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.
1-03.3 Execution of Contract
Section 1-03.3 is revised and supplemented as follows:
�******�
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. within 10 calendar days from the date at which he or she is notified that he or she is the successful
bidder 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.
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If the bidder fails to enter into the contract in accordance with his or her bid and furnish a performance
bond within ten days from the date at which he or she is notified that he or she is the successful bidder,
the bid bond or bid deposit and the amount thereof shall be forfeited to the City of Renton as set forth in
RCW 35A.40.200 and RCW 35.23.352. A low bidder who claims error and fails to enter into a contract is
prohibited from bidding on the same project if a second or subsequent call for bids is made for the
project.
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.
1-03.4 Contract Bond
Revise the first paragraph to read:
�******�
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
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 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).
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):
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Addenda
Proposal Form
Technical Specifications (if any)
Special Provisions
Contract Plans
Contracting Agency's Standard Plans (if any)
Amendments to the Standard Specifications
WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction
WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction
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1-04.3 Contractor-Discovered Discrepancies
Section 1-04.3 is a new section:
�******�
Upon receipt of award of contract, the Contractor shall carefully study and compare all the components
of the Contract Documents and other instructions, and check and verify all field measurements. The
Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any
error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the
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 the Contractor's duty to inform the Engineer immediately in writing,
and the Engineer will promptly check the same. Any Work done after such discovery, until correction of
Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be
done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1-
04.4 of the Standard Specifications.
1-04.4 Changes
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 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:
�******�
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 unless
another specific method of calculating lump sum payments is provided elsewhere in the Specifications.
�
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1-04.11 Final Cleanup
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.
, 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 the Contractor supplied surveying, the Contractor shall provide all required survey
Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as
� 15
ISSUED FOR B1D
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being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied
Surveying," per lump sum.
The Engineer or the 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.
The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes
measured from the Engineer or the 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 the Contractor supplied
surveyor informed of staking requirements and provide at least 48 hours' notice to allow the Engineer or
the 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
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
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
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.
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.
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 the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and
omissions to the Plans that prevent the Contractor and/or the 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.
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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 the 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 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
required to complete the project and As-Built drawings shall be included in the lump sum price for
"Construction Surveying, Staking, and As-Builts."
1-05.4(4) Contractor Provided As-Built Information
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, 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
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.
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 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
accu ra cy.
All costs for as-built Work shall be included in the Contract item "Construction Surveying, Staking, and As-
Builts", lump sum.
1-05.7 Removal of Defective and/or 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 the Owner, and
shall bear the expense of making good all Work of other contractors destroyed or damaged by such
removal or replacement.
If the 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 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, 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.
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ISSUED FOR BID
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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 the Contractor of the fact of such
removal, the 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, including
costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any
such sale. The Contractor shall be liable to the Owner for the amount of any deficiency from any funds
otherwise due the Contractor.
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 might cause
serious risk of loss or damage to the public, the Property Owner and the 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.
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:
�******�
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 1-05.7 "Removal of 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 or 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 Finallnspection
1-05.11(1) Substantial Completion Date
Section 1-05.11(1) is a new 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.
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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.
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 the Contractor giving the
reasonstherefore.
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 reveals 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 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.
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1-05.11(3) Operational Testing
Section 1-05.11(3) is a new section:
�******�
Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of
3 working days' notice of the time for each test and inspection. If the inspection is by another authority
than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days' notice of the date
fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be
secured by the 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
19
ISSUED FOR BID
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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 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 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.
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 1-02.1,
the Contractin� A�encv will take these performance reports into account.
1-05.14 Cooperation with Other Contractors
Section 1-05.14 is supplemented as follows:
�******�
The Contractor shall afford the 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 coordinate the Contractor's Work with theirs.
Other utilities, districts, agencies, and contractors who may be working within the project area are:
1.
2.
3.
4.
S.
6.
7.
8.
BP Pipelines Inc. (Olympic Pipe Line)
Washington State Department ofTransportation (WSDOT)
Puget Sound Energy (gas and electric)
AT&T Broadband
Century Link
Comcast
City of Renton (water, sewer, transportation)
Private contractors employed by adjacent property owners
BP Pipelines Inc. is scheduled to be on site in October of 2016 to begin installation of a parallel 20-inch
diameter steel petroleum line. Contractor shall not encumber the use of the new ROW during the
installation of the new petroleum line in any way.
The design-build contractor for WSDOT's construction of the new I-405 to SR167 interchange will be given
access to the project ROW in December of 2016. Contractor shall coordinate any remaining work efforts
with the WSDOT Design-Build Contractor as needed.
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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:
�******�
The Contractor and subcontractors shall maintain and provide to the 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
the 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.
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 the Contractor, the Owner, or any
third party in any manner.
S. Listing of any materials received and stored on- or off-site by the 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 the Contractor's employees working during each day by category of
employment.
9. Listing of the 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 the
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. The 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 the
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 the Contractor's official representative on the project.
The Contractor may use additional sheets separate from the diary book if necessary to provide
complete diary record, but they must be signed, dated, and labeled with project name and number.
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It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the
Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential
claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary
in the manner described above will constitute a waiver of any such claims or disputes by the
Contractor.
The Engineer or other Owner's representative on the job site will also complete a Daily Construction
Report.
1-06 CONTROL OF MATERIAL
1-06.1 Approval of Materials Prior to Use
Section 1-06.1 is supplemented as follows:
�******�
The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall
include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be
installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract
Documents. The Engineer will review the lists within 10 working days, noting required corrections. The
Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week
after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve
the 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
Section 1-06.2(1) is supplemented a follows:
�******�
The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer
does not relieve the Contractor of responsibility for performance of the Work in accordance with the
Contract Documents.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
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
Renton.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
Section 1-07.1 is supplemented as follows:
�******)
The 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
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 the Engineer by the Contractor.
The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall
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 the Contractor.
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
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
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' Safety and Health Act of 1973 (WISHA).
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.
� 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
I 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.
1 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.
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.
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 the
unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception.
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.
The Contractor shall be required to comply with all conditions of the permits, easements, and rights of
entry, at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims
on all easements and rights of entry.
All other permits, licenses, etc., shall be the responsibility of the Contractor. The Contractor shall comply
with the special provisions and requirements of each.
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
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the Contractor. If the Owner is required to secure such permits, permission under franchises, licenses and
bonds, and pay the fees, the costs incurred by the Owner thereby shall be charged against the Contractor
and deducted from any funds otherwise due the Contractor.
1-07.9 Wages
1-07.9(5) Required Documents
Delete the first sentence of the third paragraph, and replace it with the following:
�******�
The 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
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.
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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 the Contractor shall be able to overcome said
unfavorable conditions by special means or precautions acceptable to the Engineer.
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 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.
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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 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
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
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.
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 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
construction activity under this contract shall be restored to their original condition or better. The
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.
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 the
Engineer. Information and data shown or indicated in the Contract Documents with respect to existing
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underground utilities or services at or contiguous to the project site are based on information and data
furnished to the Owner and the Engineer by owners of such underground facilities or others, and the
Owner and the 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 the 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 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.
� The Contractor shall check with the utility companies concerning any possible conflict prior to
commencing excavation in any area. The 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 the Contractor having all utilities field marked before starting Work, the Contractor shall
have all utilities field marked after they are relocated in conjunction with this project.
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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, the Contractor shall notify the Underground Utilities Location
Center by telephone of the planned excavation and progress schedule. The 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 the Contractor for locations.
The 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.
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 the Contractor begins Work, or may be performed in conjunction with the
Contract Work. The 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, the Contractor shall continue the construction process on other aspects
of the project whenever possible. No additional compensation will be made to the Contractor for reason
of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be
incidental to the other items of the Contract.
' 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 the Engineer's request.
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In no way shall the Work described under Utility Potholing relieve the 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:
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�******�
Whenever in the course of the construction operation it becomes necessary to cause an outage of
utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less
than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the
duration 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 the Contractor at no cost to the Owner.
Overhead lighting outages shall not exceed 24 hours. All cost to the 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 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 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 the period of warranty work.
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
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 basisj. 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.
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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:
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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
• 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
Automobile Liability including all
• Owned Vehicles
• Non-Owned Vehicles
• Hired Vehicles
Workers' Compensation
• Statutory Benefits (Coverage A) - Show Washington Labor & Industries
Number
Umbrella Liability (when necessary)
• Excess of Commercial General Liability and Automobile Liability. Coverage
should be as broad as primary.
Professional Liability -(whenever the work under this Contract includes
Professional Liability, including Advertising activities) 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.
Pollution Liability - the City may require this coverage whenever work under this
Contract involves pollution risk to the environment. This coverage is to include
sudden and gradual coverage for third party liability including defense costs and
completed operations.
' Contractor shall name City of Renton, and its officers, officials, agents, employees,
volunteers, and the Washington State Department of Transportation (WSDOT) 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:
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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)
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D. The Contractor shall provide the Contracting Agency and all Additional Insured's
with written notice of any policy cancellation, within two business days of their
receipt of such notice.
E. Failure on the part of the Contractor to maintain the insurance as required shall
constitute a material breach of contract, upon which the Contracting Agency may,
after giving five business days notice to the Contractor to correct the breach,
immediately terminate the contract or, at its discretion, procure or renew such
insurance and pay any and all premiums in connection therewith, with any sums so
expended to be repaid to the Contracting Agency on demand, or at the sole
discretion of the Contracting Agency, offset against funds due the Contractor from
the Contracting Agency.
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*
Products/Completed Operations Aggregate
Each Occurrence Limit
Personal/Advertising Injury
Fire Damage (Any One Fire)
Medical Payments (Any One Person)
Stop Gap Liability
* General Aggregate to apply per project
(ISO Form CG2503 or equivalent)
**Amount may vary based on project risk
Automobile Liabilit
Bodily Injury Property Damage
(Each Accident)
Workers' Compensation
Statutory Benefits - Coverage A
(Show Washington Labor and Industries Number)
Umbrella Liabilitv
Each Occurrence Limit
General Aggregate Limit
Products/Completed Operations Aggregate
Professional Liabilit If re uired
Each Occurrence Incident Claim
Aggregate
Pollution Liabilitv (If required) to apply on a per
project basis
Per Loss
Aggregate
$3,000,000
**
$2,000,000
$3,000,000
$1,000,000
$50,000
$5,000
$1,000,000
$1, 000,000
Variable
$1, 000, 000
$1,000,000
$1, 000,000
$1,000,000
$2,000,000
$1,000,000
$1,000,000
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 the event any general
aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's
expense to comply with the minimum limits and requirements as stated above and shall
furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in
force.
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1-07.18(4) Evidence of Insurance:
Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance
by submitting to the Contracting Agency the Certificate of Insurance (ACORD 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.
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
1-07.23(1) Construction Under Traffic
Revise the second paragraph to read:
�******�
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 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 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:
1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard.
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 be
responsible for maintaining the striping.
4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's 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
' 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.
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Section 1-07.23(1) is supplemented by adding the following:
�******�
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
prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary
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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 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.
The 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 the 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.
The 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
commencement of construction. This restriction shall not apply to the paving portion of the construction
process.
The 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.
The Contractor shall give a copy of all notices to the 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.
All unattended excavations shall be properly barricaded and covered at all times. The 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 the 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
�******�
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:
Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge,
sidewalk, drivewav, or path during construction,
Detour crossings of intersecting highway, and
3. Temporary approaches.
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 duly
issued addendum.
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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 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 by the Engineer.
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.
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.
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 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 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.
1-07.28 Confined Space Entry
Section 1-07.28 is new:
The Contractor shall:
1. Review and be familiar with the City's Public Works Confined Space Entry Program.
2. Review documented information about the City confined spaces in which entry is intended as listed
and described in the City's Attribute and Map Book. This information includes identified hazards for
each permit-required confined space.
3. Each contractor shall have their own confined space entry program. Upon request of the City they
will provide a statement confirming they are in compliance with their confined space entry program
including requirements for confined space training for employees associated with the project in
Renton.
4. Be responsible for following all confined space requirements established by the provisions in WAC
296-809 and its chapters.
5. Coordinate entry operations with the City of Renton when employees from the contractor will be
working in or near City confined spaces.
6. Discuss entry operations with the City of Renton including the program followed during confined
space entry.
, 7. Debrief the City on any hazards confronted or created at the completion of entry operations.
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8. Place signs stating, "Danger, Follow Confined Space Entry Procedure before Entering" at each
confined space to be entered. Never leave the confined space open and unattended.
The contractor's or consultant's point of contact with the City in regard to confined space entry will be
the City's assigned construction inspector.
1-08 PROSECUTION AND PROGRESS
1-08.0 Preliminary Matters
Section 1-08.0 is a new section with subsection:
�******)
1-08.0�1) Preconstruction Conference
Section 1-08.0(1) is a new subsection:
(******�
The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 "Plans
and Specifications". 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:
� 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)
� List of materials fabricated or manufactured off the project
� Material sources on the project
� Names of principal suppliers
� Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and
standby rates)
� Weighted wage rates for all employee classifications anticipated to be used on Project
� Cost percentage breakdown for lump sum bid item(s)
� Shop Drawings (bring preliminary list)
� Traffic Control Plans (3+ copies)
� 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 the Contractor
Compliance with Contract Documents
Acceptance and approval of Work
Labor compliance, payrolls, and certifications
Safety regulations for the Contractors' and the 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 the Contractor
Any conflicts or omissions in Contract Documents
Any other problems or questions concerning the Work
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Processing and administration of public complaints
Easements and rights-of-entry
Other contracts
The franchise utilities may be present at the preconstruction conference, and the 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:
�******�
The normal straight time working hours for the Contract shall be a consecutive 8-hour period between
7:00 a.m. and 4:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week.
For the trenchless sections of this project, normal working hours shall be extended to a consecutive 12-
hour period between 7:00 a.m. and 8 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 and 12-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 outside the stated normal
working hours on any day, the Contractor shall apply in writing to the City of Renton for permission to
Work such times. Such requests shall be submitted to the City of Renton no later than noon on the
working day prior to the day for which the Contractor is requesting permission to Work. The Engineer
shall be copied on all correspondence to the City of Renton.
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.
Special work hours shall be permitted during the carrier pipe installation stage of the horizontal
directional drill such that continuous operation shall be allowed during pullback. The Contractor shall
coordinate with the City to schedule days during which special work hours will be permitted and obtain
all required approvals for work outside of normal working hours.
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 the 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 Saturdays,
Sundays, and holidays as working days 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
material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the
Engineer such Work necessitates their presence.
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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, 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 Contracting Agency for the
full amount of the straight time plus overtime costs for employees and representative(s) 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
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 the Contractor to the Engineer at
least 7 calendar days prior to start of a subcontractor's Work.
The 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 the Contractor. The
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 the Owner.
The Contractor shall be responsible for making sure all subcontractors submit all required documentation,
forms, etc.
1-08.2 Assignment
The second paragraph of Section 1-08.2 is modified as follows:
�******�
The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without
the prior written consent of the 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 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.
2. Procurement of material and equipment.
3. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the
Engineer shall be shown as separate activities.
4. Work to be performed by a subcontractor, agent, or any third party.
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� 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.
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The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the
opinion of the Engineer, in the interest of public safety and welfare of the 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. The Contractor
shall provide such revised schedule within 10 days of request.
If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind
schedule, the 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.
The Contractor shall promptly report to the 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 the Engineer. When such changes are accepted by the Engineer, the revised schedule shall
be followed by the Contractor.
Weekly Schedule. The Contractor shall submit a weekly progress schedule to the 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. The 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 no fault of
' the Contractor, the proposed construction schedule cannot be met, the Engineer will require the
Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will
thereafter, in all respects, apply in lieu of the original schedule.
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Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions
thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any
portion of the job site, and will relieve the Owner of any responsibility for delays to the 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:
�******�
Notice to Proceed will be given after the Contract has been executed, the Contract bond and evidence of
insurances have been approved and filed by the Owner, and WSDOT has provided the City with written
notice authorizing it to begin Work. 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 the Contractor from the contractual obligation to complete the
Work within the prescribed Contract Time.
1-08.5 Time For Completion
1 The first five paragraphs of Section 1-08.5 are deleted and replaced with the following:
�******�
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
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A non-working 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,
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ISSUED FOR BID
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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 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 non-working day or an Engineer determined unworkable day.
The Engineer will furnish the Contractor a weekly report showing (1) the number of working days 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 non-working 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 sixth 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 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.
d. FHWA 47 (Federal-aid Projects)
e. Final Contract Voucher Certification
f. Property owner releases per Section 1-07.24
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 the Contractor in
writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the
written notice from the Owner to the Contractor to do so.
The Contractor shall not suspend Work under the Contract without the written order of the Owner,
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If it has been determined that the 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 the Contractor's
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, the Contractor shall compensate the Owner for actual engineering inspection and supervision
costs and any other actual expenses, third party liabilities, and legal fees incurred by the Owner as a result
of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative
overhead costs.
In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this
Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs,
including reasonable attorney's fees, from the 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.
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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 the 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.
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
Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him
or to his authorized representative.
' 1-08.13 Construction Sequencing and Constraints
Section 1-08.13 is a new section:
�******�
This project is in conjunction with WSDOT's construction of the new I-405 to SR-167 interchange. Primary
, control over the work zone will be as scheduled by WSDOT. It will be of critical importance to meet the
work schedule on this project in order to meet deadlines and to clear the work zone for the next
contractor.
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under this contract.
Work shall be divided into two working areas consisting of the work within the new WSDOT ROW parallel
to South 14th Street (SSMH 003A to SSMH 009) and the work in Smithers Avenue South and north of I-405
(SSMH 001 to SSMH 003A). The Schedule for each work area shall be as described below.
The Work within the new WSDOT ROW parallel to South 14"' Street shall be substantially complete by
September 30, 2016, inasmuch as the remaining work along the alignment does not interfere with the
relocation of the existing Olympic Pipeline by BP Pipelines Inc. For the purposes of this contract,
substantially complete along the WSDOT ROW shall be defined as:
a. Excavation and installation of open-cut sewer from SSMH 003A to SSMH 0076 shall be complete
including required testing and television inspection, allowing the City to determine installation
meets the requirements of the plans and specifications.
b. Excavation and installation of open-cut sewer from SSMH 008 to SSMH 009 shall be complete
including required testing and television inspection, allowing the City to determine installation
meets the requirements of the plans and specifications.
c. Open excavations shall be backfilled and rough graded.
d. HDD Sewer installed and excavations associated with the HDD installation shall be backfilled and
rough graded.
e. All equipment and materials shall be removed from the proposed Olympic Pipeline alignment
and stored elsewhere.
Work along Smithers Avenue South, work north of I-405, any required surface restoration work along the
WSDOT ROW, and final testing and inspections shall be physically completed in its entirety within the time
specified in the Contract Documents or as extended by the Engineer.
For every day worked beyond the required substantially complete date for work in the new WSDOT ROW
or beyond the Contract Completion date, the Contractor shall be charged liquidated damages, as stated in
Section 1-08.9.
1-09 MEASUREMENT AND PAYMENT
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.
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 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 Quanfities. The 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 the 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
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� 4 Location of delivery, by street and stationing on each street
5 Place for the Engineer to acknowledge receipt
6 Pay item number
7 Contract number and/or name
, It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each
truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets.
Loads will be checked by the Engineer to verify quantity shown on ticket.
Quantities by Ton. It will be the 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.
1 Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication
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 the Engineer to acknowledge receipt
8. Pay item number
9. Contract number and/or name
1-09.3 Scope of Payment
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 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
, 41
ISSUED FOR BID
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allowed.
1-09.6 Force Account
Section 1-09.6 is supplemented as follows:
�******�
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 the 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 the 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 the
Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished
by the Owner.
This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile
machine, and copy machine during all hours the 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.
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 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.
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 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 the
Engineer.
Progress payments will be made in accordance with the progress estimate less:
Retainage per Section 1-09.9(1);
The amount of Progress Payments previously made; and
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ISSUED FOR BID
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� 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract
Documents.
' 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 check or electronic transfer, 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 the Engineer by
receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and
other such evidence of the Contractor's right to payment as the Engineer may direct.
The 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 the Owner has no unsatisfied claims against the Contractor.
In the event claims are filed, the Owner shall withhold, until such claims are satisfied, a sum sufficient to
satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is
required to satisfy any claims by the Owner against the Contractor, until such claims have been finally
settled.
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Neither the final payment nor any part of the retained percentage shall become due until the Contractor,
if requested, delivers to the 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 the Contractor has
knowledge or information, the release and receipts include all labor and materials for which a lien could
be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish
a bond satisfactorily to the Engineer to indemnify the Owner against the lien. If any lien remains
unsatisfied after all payments are made, the Contractor shall reimburse to the 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 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:
Damage to another contractor when there is evidence thereof and a claim has been filed.
Where the Contractor has not paid fees or charges to public authorities of municipalities,
which the Contractor is obligated to pay.
Utilizing material tested and inspected by the Engineer, for purposes not connected with the
Work (Section 1-05.6).
Landscape damage assessments per Section 1-07.16.
For overtime Work performed by City personnel per Section 1-08.1(4).
Anticipated or actual failure of the Contractor to complete the Work on time:
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
43
ISSUED FOR BID
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7
allowances for weather delays, approved unavoidable delays, and suspensions of the
Work. The amount withheld under this subparagraph will be based upon the liquidated
damages amount per day set 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.
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-OS.S.
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 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.
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 made under
the terms and conditions of the Contract. The Contracting Agency shall not be liable to the
Contractor for such payment made 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 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.
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
44
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[SSUED FOR BID
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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
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
I 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.
�
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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 is
performed.
1-09.13 Claims and Resolutions
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
countv in which the Contractin� A�encv'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 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;
45
ISSUEDFOR BID
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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.
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
Measurement and Payment Schedule for Bid Items in This Project Proposal
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 performance of work under bid items shall result in
complete construction, in proper operating condition, of improvements identified in these written
specifications and accompanying plans.
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, 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.
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Payment for mobilization & demobilization will be made at the lump sum amount bid (NOT to exceed
80% of bid price of Bid Item 01 prior to completion of construction) based on the percent of completed
Work as defined in the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for
mobilization. Payment for the remaining 20% of Bid Item 01 will be made upon completion and final
cleanup 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, cleanup 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
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.
' 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 ineasurement.
� 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
compensation for all labor, materials, equipment, travel, surveying 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 ineasurement.
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, materials,
� equipment, preparing and conforming to the approved Traffic Control Plan, provide for public
convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, reader boards,
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:
�******�
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Measurement for temporary erosion/sediment control(s) will be based on the percentage of total Work
complete, by dollar value, at the time of ineasurement.
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, catch basin inserts, plastic sheeting, etc. required to complete this item of Work in conformance
with Contract Documents.
1-09.14(2)F Site Clearing and Grading (Bid Item 06)
Section 1-09.14(2)F is a new section:
�******�
Measurement shall be lump sum for "Site Clearing and Grading" and shall be based on the total Work
complete, by dollar value, at the time of ineasurement. Site clearing shall be per Section 2-01. Site
grading shall be rough grading as shown in the plans.
The lump sum Bid item for "Site Clearing and Grading" shall include all costs associated with clearing and
grubbing, removal, hauling, and disposal of existing surface materials.
The lump sum Bid item shall also include all rough grading required to construct the facilities to the
approximate lines and grades shown. This shall include all labor, materials, equipment, hauling,
pavement cutting, pavement removal, and excavation required to complete the Work in accordance with
the Contract Documents. Fill material as required to establish final grades shall be paid for under the
bid item "Imported Gravel eorrow."
1-09.14(2)G Furnish and Install 8-Inch PVC Sewer Pipe (Bid Item 07)
Section 1-09.14(2)G is a new section:
�******�
Measurement for furnishing and installing 8-inch 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-inch diameter PVC sewer pipe will be made at the amount bid per
linear foot, for which payment will be complete compensation for all labor, materials, equipment,
hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing utilities and
potholing in advance for horizontal and vertical location, bypass pumping, 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, detector tape, bedding, and pipe zone
fill material, appurtenances, stockpile and 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. Protection of existing instrumentation, as shown in the plans, is also incidental to
this bid item. Select imported backfill materials are included in a separate bid item.
1-09.14(2)H Furnish and Install 12-Inch PVC Sewer Pipe (Bid Item 08)
Section 1-09.14(2)H is a new section:
�******�
Measurement for furnishing and installing 12-inch diameter PVC sewer pipe will be based on lineal
footage measured horizontally over the centerline of the installed pipe.
Payment for furnishing and installing 12-inch diameter PVC sewer pipe will be made at the amount bid
per linear foot, for which payment will be complete compensation for all labor, materials, equipment,
hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing utilities and
potholing in advance for horizontal and vertical location, bypass pumping, removal and disposal of waste
48
ISSUED FOR BID
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�
�
�
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, detector tape, bedding, and pipe zone
fill material, appurtenances, stockpile and 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. Protection of existing instrumentation, as shown in the plans, is also incidental to
this bid item. Select imported backfill materials are included in a separate bid item.
1-09.14(2)I Furnish and Install 15-Inch PVC Sewer Pipe (Bid Item 09)
Section 1-09.14(2)I is a new section:
�******�
Measurement for furnishing and installing 15-inch diameter PVC sewer pipe will be based on lineal
footage measured horizontally over the centerline of the installed pipe. This bid item will only include
the open-cut installation of 15-inch diameter PVC sewer pipe; trenchless installation of the 15-inch PVC
sewer pipe is included under a separate bid item.
� Payment for furnishing and installing 15-inch 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, locating all existing utilities and
� potholing in advance for horizontal and vertical location, bypass pumping, 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, detector tape, bedding, and pipe zone
, fill material, appurtenances, stockpile and 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. Protection of existing instrumentation, as shown in the plans, is also incremental
to this bid item. Select imported backfill materials are included in a separate bid item.
� 1-09.14(2)J Furnish and Install 18-Inch Steel Casing Pipe with 12-Inch PVC Carrier Pipe (Bid
Item 10)
Section 1-09.14(2)J is a new section:
�******�
Measurement for furnishing and installing 18-inch diameter steel casing pipe with 12-inch diameter PVC
carrier pipe will be based on lineal footage measured horizontally over the centerline of the installed
pipe.
Payment for furnishing and installing 18-inch steel casing with 12-inch PVC carrier pipe will be complete
compensation for furnishing and installing all Work specified in Section 7-17.3(2)I and Materials as
specified in Sections 7-17.2 in these Special Provisions for all labor, materials, equipment, hauling,
asphalt concrete pavement removal, cement concrete pavement removal, excavation, removal and
disposal of waste material, furnishing and installing the casing, installation, laying and jointing pipe and
fittings, furnishing and installing casing spacers (as shown on drawings), furnishing and installing carrier
pipe, capping the casing ends, detector tape, appurtenances, water, grading, cleaning, etc. required to
complete the work in accordance with the Contract Documents. Protection of existing instrumentation,
as shown in the plans, is also incremental to this bid item. Select imported backfill materials are included
in a separate bid item.
� 1-09.14(2)K Furnish and Install 36-Inch Steel Casing Pipe with 15-Inch PVC Carrier Pipe �Open
Cut Installation) (Bid Item 11)
Section 1-09.14(2)K is a new section:
�******�
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Measurement for furnishing and installing 36-inch diameter steel casing pipe with 15-inch diameter PVC
carrier pipe will be based on lineal footage measured horizontally over the centerline of the installed
pipe. This bid item only includes the open cut installation of 36-inch diameter steel casing; trenchless
installation of the 36-inch steel casing is included under Bid Item 13.
Payment for furnishing and installing 36-inch steel casing with 15-inch diameter PVC carrier pipe will be
complete compensation for furnishing and installing all Work specified in Section 7-17.3(2)I and Materials
as specified in Sections 7-17.2 in these Special Provisions for all labor, materials, equipment, hauling,
asphalt concrete pavement removal, cement concrete pavement removal, excavation, removal and
disposal of waste material, furnishing and installing the casing, installation, laying and jointing pipe and
fittings, watertight weld of 36-Inch steel casing pipe installed through open cut methods to 36-Inch steel
casing pipe installed through guided pipe ramming, capping the casing ends, furnishing and installing
casing spacers (as shown on drawings), furnishing and installing carrier pipe, detector tape,
appurtenances, water, grading, and cleaning, etc. required to complete the work in accordance with the
Contract Documents. Work also includes installing casing through the shoring systems for the launch and
receptions shafts as needed, including watertight seals. Protection of existing instrumentation, as shown
in the plans, is also incremental to this Bid item. Select imported backfill materials are included in a
separate bid item.
1-09.14(2)L HDD Trenchless Installation of 12-Inch HDPE Sewer Pipe (Bid Item 12)
Section 1-09.14(2)L is a new section:
�******�
The quantity for payment of this item "Horizontal Directional Drilling" shall be lump sum regardless of
the final length of pipe installed.
Payment for furnishing and installing 12-inch diameter HDPE sewer pipe shall be itemized as follows:
Furnishing 12-inch diameter HDPE Pipe
Preparation of HDPE Pipe to be Pulled
Horizontal Direction Drill (preparation of bore pullback)
Pullback of HDPE Pipe
Substantial Completion Including Testing
Cleanup and Restoration
5%
5%
20%
60%
5%
5%
Payment shall be made at the measured percentage amount for the pay period times the lump sum
amount bid. Said payments will be complete compensation for (but not limited to) mobilization and
staging, pot-holing, noise mitigation walls and other noise mitigation measures, pilot bore drilling,
reaming, swabbing, pipe of the size and type required, pipe assembly and layout, pullback, protective
measures, excavation, disposal of drilling fluids, grade surveys, acceptance testing, restoration,
demobilization, and clean up.
This payment will also be complete compensation for connection of the HDD section to the open cut
section. This will include, but is not limited to, all labor, materials, equipment, and fittings required to
connect the HDPE pipe to the PVC pipe and/or sanitary manholes. Sanitary manholes are included in
other Bid items.
1-09.14(2)M Trenchless Installation of 36-Inch Steel Casing (Bid Item 13)
Section 1-09.14(2)M is a new section:
�******)
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This bid item shall include furnishing and installing the section of 36-inch diameter steel casing installed
with guided pipe ramming; the section of 36-inch diameter steel casing installed with traditional open-
cut methods shall be covered under Bid Item 11.
Measurement for trenchless installation of 36-inch diameter steel casing pipe will be in linear feet of
permanently installed casing measured horizontally over the centerline of the casing. No measurement
will be made for removal of engulfed material or spoils from the casing, which is considered incidental to
installation of the steel casing.
Payment for furnishing and installing 36-inch diameter steel casing pipe shall be itemized as follows:
Installation of Casing
Successful Installation of Carrier Pipe
80%
10%
Substantial Completion Including Testing 5%
Cleanup and Restoration
5%
Payment will include all necessary equipment and materials needed to completely furnish and install the
steel casing pipe utilizing guided pipe ramming methods as shown on the drawings and specified herein.
This work will include, but is not limited to, all the labor, materials, tools, equipment, apparatuses, etc.
that are needed to perform the guided pipe ramming process and to furnish and install the steel casing
pipe, and cap the casing ends. This work will also include all labor, materials, and equipment necessary
to instrumentation and monitoring. Launch and reception shafts are included in a separate bid item.
1-09.14(2)N Furnish and Install 15-Inch PVC Carrier Pipe within Steel Casing (Trenchless
Installation) (Bid Item 14)
Section 1-09.14(2)N is a new section:
�******�
This bid item shall include furnishing and installing the section of 15-inch diameter PVC carrier pipe
within the section of steel casing that is installed through guided pipe ramming; the section of 15-inch
diameter carrier pipe within the 36-inch diameter steel casing installed with traditional open cut
methods shall be covered under Bid Item 11.
Measurement for trenchless installation 15-inch diameter PVC carrier pipe will be in linear feet of
permanently installed pipe and casing measured horizontally over the centerline of the casing.
Payment for furnishing and installing 15-inch diameter PVC carrier pipe within the steel casing will
include (but is not limited to) pot-holing, hauling, dewatering, removal and disposal of waste material,
installing casing spacers (as shown on drawings), installation, laying and joining pipe and fittings,
installing gaskets, capping the casing ends, cleaning, 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 a separate bid item.
1-09.14(2)O Television Inspection of Sanitary Sewers (Bid Item 15)
Section 1-09.14(2)O is a new section:
�******�
Measurement for television irispection of the new sanitary sewers will be based on the lineal feet of pipe
inspected.
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ISSUEDFORBID
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Payment for television inspection of the new sanitary sewers in accordance with the specifications will be
made at the amount bid per linear foot, for which payment will be considered complete compensation
for all labor, materials, equipment to perform television inspection and preparation of DVD records of all
new sanitary sewers constructed as part of the project as well as designated section of existing sanitary
sewer as shown on Plans, and provision of the record DVDs to the Engineer.
1-09.14(2)P Launch and Reception Shafts (Bid Item 16)
Section 1-09.14(2)P is a new section:
�******�
Measurement for launch and reception shafts will be on a lump sum basis covering both the launch and
receptions shafts for the guided pipe ramming, which shall include installation, dewatering, maintenance,
additional facilities as needed or identified on the Drawings, and removal of all temporary facilities.
Payment for launch and reception shafts shall be broken down as follows for each shaft:
Site Preparation and Layout
Installation of Shoring
Excavation of Shaft
Concrete Base Slab
Removal of Shoring and Concrete Base Slab
Backfill and Restoration
10%
20%
45%
10%
10%
5%
Payment will be based on percentages lump sum amount bid for each task (listed above) and the percent
of completed work for each task. Said payment shall include all labor, materials, tools, equipment, and
other incidental costs to provide a complete system of shoring for trenchless work in compliance with
WISHA, Chapter 47.19 RCW and to provide all construction safety measures and procedures required by
law. This work may include, but is not limited to, designing, furnishing, installing, dewatering, treating
and properly disposing of dewatering effluent, maintaining, and removing all shoring systems. Select
imported backfill materials are included in a separate bid item.
1-09.14(2)Q Furnish and Install 48-Inch Diam. Sanitary Sewer Manhole with Flat Top (Bid Item
17)
Section 1-09.14(2)Q is a new section:
(******�
Measurement for furnishing and installing 48-inch Diam. Sanitary Sewer Manhole with Flat Top will be
per each for each type manhole installed in conformance with the Contract Documents.
Payment for furnishing and installing 48-inch Diam. Sanitary Sewer Manhole with a Flat Top will be made
at the unit price bid per each, for which payment will be complete compensation for all labor,
equipment, materials, hauling, pavement cutting, pavement removal, dewatering, locating all existing
utilities and potholing in advance for horizontal and vertical 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 including pipe, fittings and couplings, stockpile and 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 a separate bid item.
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1-09.14(2)R Furnish and Install 48-Inch Diam. Saddle Manhole with Flat Top (Bid Item 18)
Section 1-09.14(2)R is a new section:
�******�
Measurement for furnishing and installing 48-inch saddle manhole with flat top will be per each for each
type manhole installed in conformance with the Contract Documents.
Payment for furnishing and installing 48-inch saddle manhole with flat top will be made at the unit price
bid per each, for which payment will be complete compensation for all labor, equipment, materials,
hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and potholing in
advance for horizontal and vertical location, excavation, removal and disposal of waste material including
existing pipes and structures in the excavation, foundation material, concrete base, precast concrete
manhole sections, cast in place manhole bench and base, water stop around existing pipe to prevent
leakage, removal of the top of the existing pipe, 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, stockpile and 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 a separate bid item.
, 1-09.14(2)S Furnish and Install 60-Inch Diam. Sanitary Sewer Manhole with Flat Top (Bid Item
19)
Section 1-09.14(2)5 is a new section:
(******�
`� Measurement for furnishing and installing 60-inch sanitary sewer manhole with flat top will be per each
for each type manhole installed in conformance with the Contract Documents.
;� Payment for furnishing and installing 60-inch sanitary sewer manhole with flat top will be made at the
unit price bid per each, for which payment will be complete compensation for all labor, equipment,
materials, hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and
'� potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste
�' material including existing pipes and structures in the excavation, foundation material, concrete base,
precast concrete manhole sections, cast in place manhole bench and base, water stop around existing
;� pipe to prevent leakage, removal of the top of the existing pipe, 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, stockpile and 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 a separate bid item.
,'
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1-09.14(2)T Furnish and Install 60-Inch Diam. Saddle Manhole with Flat Top (Bid Item 20)
Section 1-09.14(2)T is a new section:
(******�
Measurement for furnishing and installing 60-inch saddle manhole with flat top will be per each for each
type manhole installed in conformance with the Contract Documents.
Payment for furnishing and installing 60-inch saddle manhole with flat top will be made at the unit price
bid per each, for which payment will be complete compensation for all labor, equipment, materials,
hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and potholing in
advance for horizontal and vertical location, excavation, removal and disposal of waste material including
existing pipes and structures in the excavation, foundation material, concrete base, precast concrete
manhole sections, cast in place manhole bench and base, water stop around existing pipe to prevent
leakage, removal of the top of the existing pipe, gaskets, coating system (sealer), manhole frame and lid,
53
ISSUED FOR BID
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installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling,
reconnection to existing sewer pipes, stockpile and 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 a separate bid item.
�
�
�
1-09.14(2)U Furnish and Install 60-Inch Diam. Drop Manhole with Flat Top (Bid Item 21)
Section 1-09.14(2)U is a new section: �
�******�
Measurement for furnishing and installing 60-inch drop manhole with flat top will be per each for each
type manhole installed in conformance with the Contract Documents. �
Payment for furnishing and installing 60-inch drop manhole with flat top will be made at the unit price
bid per each, for which payment will be complete compensation for all labor, equipment, materials, �
hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and potholing in
advance for horizontal and vertical location, excavation, removal and disposal of waste material including
existing pipes and structures in the excavation, temporary sewage bypassing to existing upstream ;
manhole, foundation material, concrete base, precast concrete manhole sections, cast in place manhole
bench and base, water stop around existing pipe to prevent leakage, removal of the top of the existing �
pipe, temporary 8" PVC pipe, couplings, gaskets, coating system (sealer), manhole frame and lid, �
installation, adjustment of frames to grade, ladder and rungs, inside drop pipe, fittings, and brackets,
appurtenances, connections, channeling, reconnection to existing sewer pipes, stockpile and placement I
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 a separate bid item. �
1-09.14(2)V Extend Existing/ Install New 12-Inch Culvert(Bid Item 22)
Section 1-09.14(2)V is a new section:
�******�
Measurement for the extension of the existing 12-inch diameter concrete culvert will be per linear foot
of pipe installed.
Payment for extending the 12-inch diameter concrete culvert shall include but not be limited to all labor,
equipment, materials, hauling, excavation, removal and disposal of waste material from the excavation,
pipe of the size and type required, fittings, installation, laying and joining pipe and fittings, bedding,
stockpile and placement of subsequent backfill (native) materials, compaction, water, grading, cleaning,
etc. required to complete the Work in accordance with the Contract Documents. Refer to Section 7-02 of
these specifications.
Armoring of the slope shall include but not be limited to all labor, equipment, materials, hauling,
excavation, armor placement, preparation, compaction, restoration, etc. required to complete this item
in conformance with the Contract Documents.
1-09.14(2)W Connect to Existing Sewer System (Bid Item 23) -
Section 1-09.14(2)W is a new section: 1
(******) �
Measurement for connect new sewer to existing sewer system will be per each in conformance with the
Contract Documents.
Payment for connect to existing sewer system will be made at the unit price bid per each, for which �
payment will be complete compensation for all labor, equipment, materials, hauling, pavement cutting,
pavement removal, dewatering, locating all existing utilities and potholing in advance for horizontal and '
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ISSUED FOR BID
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vertical location, excavation, temporary sewage bypassing to existing upstream manhole, removal and
disposal of waste material including existing pipes and structures in the excavation, foundation material,
fittings, core-drilling, Kor-N-Seal boot, plugging of connections as directed by Engineer, installation,
appurtenances, bedding, stockpile and placement of subsequent backfill (native) materials, compaction,
water, cleaning, temporary pavement patching, cleanup, etc. required to complete all connect new
sewer to existing sewer facility in conformance with the Contract Documents. Select imported backfill
materials are included in other bid items (see Bid Item 27).
Payment for connection to existing sewer system shall also include reconnecting the existing side sewer
for Parcel 3340401545, which payment will be complete compensation for all labor, materials,
equipment, hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing
utilities and potholing in advance for horizontal and vertical location, bypass pumping, removal and
disposal of waste material including existing pipes in the excavation, pipe of the size and type required,
gaskets, fittings, surface cleanout, cleanout ring and cover, installation, laying and joining pipe and
fittings, bedding, and pipe zone fill material, appurtenances, stockpile and 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 27).
1-09.14(2)X Abandon Existing Sanitary Sewer Manhole (Bid Item 24)
Section 1-09.14(2)X is a new section:
�******�
Measurement for abandonment of existing sanitary sewer manholes will be per each in conformance
with the Contract Documents.
Payment for abandoning existing sanitary sewer manholes will be made at the unit price bid per each.
This payment will be complete compensation for all labor, equipment, materials, hauling, pavement
cutting, pavement removal, excavation, dewatering, locating all existing utilities and potholing in advance
for horizontal and vertical location, removal and disposal of waste material including existing pipes and
structure in excavation, removal of manhole cover, frame, adjustment rings and cones, drilling drainage
holes in bottom of manholes, plugging all incoming and outgoing pipes with concrete plugs, furnishing
and installing compacted sand, gravel borrow, or CDF within manholes, stockpile and placement of
subsequent backfill (native) materials, compaction, water, grading, cleaning, pavement restoration, etc.
required to complete all abandonment work in conformance with the Contract Documents. Select
imported backfill materials are included in other bid items (See Bid Item 27).
1-09.14�2)Y Abandon and Fill Existing Sanitary Sewer Main over 10-Inch Diam. (Bid Item 25)
Section 1-09.14(2)Y is a new section:
(******�
Measurement for abandonment and filling of existing sanitary sewer mains over 10-inches in diameter
will be based on lineal footage measured horizontally over the centerline of the abandoned pipe.
Payment for abandoning and filling existing sanitary sewer mains over 10-inches in diameter will be
based on lineal footage measured horizontally over the centerline of the abandoned pipe. This payment
will be complete compensation for all labor, equipment, materials, hauling, pavement cutting, pavement
removal, excavation, dewatering, locating all existing utilities and potholing in advance for horizontal and
vertical location, removal and disposal of waste material including existing pipes and structure in
excavation, plugging laterals with 3,000 psi cement concrete, fill pipe with cement-based grout, stockpile
and placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, pavement
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ISSUED FOR BID
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restoration, etc. required to complete all abandonment work in conformance with the Contract
Documents. Select imported backfill materials are included in other bid items (See Bid Item 27).
1-09.14(2)Z Removal and Replacement of Unsuitable Foundation Material (Bid Item 26)
Section 1-09.14(2)Z is a new section:
�******�
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 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.
1-09.14(2)AA Select Imported Trench Backfill (Bid Item 27)
Section 1-09.14(2)AA is a new section:
�******�
Measurement for select imported backfill shall be measured in tons based on the weight of material
installed into the Work. Selected imported trench backfill shall be per Section 9-03.19. 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.
Payment for select imported backfill will be made at the amount bid per ton, for 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)AB Imported Gravel Borrow for Fill (Bid Item 28)
Section 1-09.14(2)AB is a new section:
�******�
Measurement for the imported gravel borrow shall be in tons based on the weight of material installed
into the Work. Gravel borrow shall be used as fill material for rough grading as shown on the plans, and
shall be per Section 2-03.3(14)J. Install gravel borrow embankments per Section 2-03.3(14)C,
Compaction Method C.
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.
Payment for imported gravel borrow will be made at the amount bid per ton, for 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)AC Crushed Surfacing Base Course for Gravel Road (Bid Item 29)
Section 1-09.14(2)AC is a new section:
�******)
Measurement for the crushed surfacing base course (CSBC) shall be in tons based on the weight of
material installed into the Work. CSBC shall be used for the gravel access road as shown on the plans and
per contract documents. 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.
56
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Payment for CSBC will be made at the amount bid per ton, for 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)AD Controlled Density Fill (Backfill) (As Required) (Bid Item 30)
Section 1-09.14(2)AD is a new section:
(******�
Measurement for controlled density fill (backfill) shall be per cubic yard for quantities actually installed.
Certified delivery tickets shall be furnished with each load of materials delivered.
Payment for controlled density fill will be made at the amount bid per cubic yard, which payment will be
complete compensation for all labor, materials, and equipment required to furnish, deliver, and place
CDF in the trench as backfill at close proximity utility crossing of new sewer main, as needed and as
directed by the Engineer. The unit price Bid for CDF shall include supporting the uncovered existing
utilities to prevent pipe movement, and removing, hauling, and disposing of all material that is replaced
by CDF.
1-09.14(2)AE Asphalt Patch including CSTC (Bid Item 31)
Section 1-09.14(2)AE 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)AF Surface Restoration (Bid Item 32)
Section 1-09.14(2)AF is a new section:
�******)
Measurement for surface restoration Work will be based on the percentage of total Work complete, by
dollar value, at the time of ineasurement. Prior to beginning the surface restoration, the Contractor shall
submit a schedule of values for all restoration work to be reviewed and approved by the Engineer.
Measurement and payment of this bid item shall be based on the approved schedule of values.
Payment for surface restoration will be made at the unit price bid per lump sum. Payment will be
� complete compensation for all labor, equipment, and materials needed for asphalt restoration and
landscaping restoration. Asphalt restoration shall include but not be limited to all Work, labor, material,
equipment, sawcutting, hauling, placement, compaction, removal and disposal of waste materials, etc.
� required to complete this item of Work in conformance with the Contract Documents. Payment for the 6-
inch thick, compacted layer of crushed surfacing top course beneath the pavement will be incidental to
this Bid item, and not measured or paid under separate Bid items. Landscape restoration shall include
' but not be limited to all labor, equipment, materials, hauling, excavation, topsoil, landscape bark, plant
removal and replacement, preparation, compaction, watering, restoration, etc. required to complete this
item in conformance with the Contract Documents.
�
�
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ISSUED FOR BID
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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 1-10, 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 the Special
Provisions specify furnishing, maintaining, and payment in a different manner 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 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.
6. Removing existing signs as specified or as 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 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
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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 the Contractor and all methods and equipment used will be subject to the approval of
the Owner.
Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform
Traffic Control Devices( MUTCDJ.
The Contractor shall not proceed with any construction until proper traffic control has been provided to
� the satisfaction of the Engineer. Any days lost due to improper traffic control will be charged against the
Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the
Work.
�
,�
,
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.
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.
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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 ineasurement 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
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ISSUED FOR B1D
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with Section 1-04.1, for the following bid items when included in the proposal:
"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.
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
198�'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.
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
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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.
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:
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.
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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
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complete to insure both recoverability and positive identification on recovery.
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.
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 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 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 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.
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1 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 8�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.
� 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 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
� Section 2-01.2 is supplemented as follows:
�******�
The Contractor shall dispose of all debris by Disposal Method No. 2— Waste Site.
� 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.
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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:
�******�
"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.
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
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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.
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
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.
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, 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
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.
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 9-03.14 of
the Standard Specifications, shall be used.
2-03.4 Measurement
i 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 shall have
the truck number, time and date, and be approved by the Engineer.
� 2-03.5 Payment
Section 2-03.5 is revised as follows:
�******�
� Payment for embankment compaction will not be made as a separate item
compaction shall be included in other bid items involved. Payment will be
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
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made for the following bid
"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.
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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 ton 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:
�******�
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
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:
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.
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:
�******�
Payment will be made for the following bid items when they are included in the proposal:
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� "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 the 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 Including 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.
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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 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% inch minus crushed surfacing base course placed to a compacted thickness of 2%:
inches, followed by 5/8-inch minus crushed surfacing top course placed to a compacted thickness of 1%:
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inches. HMA Class %" 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
The 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, 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 by the
City Engineer or Inspector.
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
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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.
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:
�*****�
Non-statistical 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 anti-strip requirements
for the HMA.
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 non-statistical or commercial evaluation.
Non-statistical 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 non-statistical evaluation.
Item 7 is deleted.
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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
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
All aggregate passing: 1%:", 1", 3/", %z", 3,/8" and No. 4 sieves
aggregate passing No. 8, No 16, No. 30, No. 50, No. 100
aggregate passing No. 200 sieve
Asphalt binder
Factor
2
3
20
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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 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 sublots exist, backup samples of the existing sublots or samples from the street shall
be tested to provide a minimum of three sets of results for evaluation.
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 sublots exist, backup samples
of the existing sublots or samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
For each lot of HMA produced under Non-statistical or Commercial Evaluation when the
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.
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5-04.5(1)B Price Adjustments for Quality of HMA Compaction
Section is deleted and replaced with:
�*****�
The maximum CPF of a compaction lot is 1.00
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.
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 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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considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be
disposed of offsite.
5-06.3 Construction Requirements
, The Contractor shall maintain temporary hot mix asphalt patches daily during to the satisfaction of the
governing road agency and the 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.
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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.
7-02 CULVERTS
7-02.2 Materials
The second paragraph of Section 7-02.2 is revised and supplemented as follows:
�******�
Where steel or aluminum are referred to in this section in regard to a kind of culvert pipe, pipe arch, or
end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or
aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as
specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are
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referred to in Section 7-02 it shall be understood that reference is also made to PVC.
7-05 MANHOLES, INLETS, AND CATCH BASINS
7-05.3 Construction Requirements
Section 7-05.3 is supplemented by adding the following:
�******�
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.
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.
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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 400.4, 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 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 adjusted to final grade using concrete
blocks and mortar. 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 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. 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.
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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(2) Abandon Existing Manholes
Section 7-05.3(2) is revised as follows:
�******�
Where it is required that an existing manhole be abandoned, the structure shall be broken down to a
depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base
shall be fractured to prevent standing water, and the manhole filled with sand and compacted to
90 percent density as specified in Section 2-03.3(14)C. Debris resulting from breaking the upper part of
the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall
be salvaged and all other surplus material disposed of.
7-05.3(2)A Abandon Existing Sanitary Sewer Pipes
Section 7-05.3(2)A is a new section:
�******�
Where it is required that an existing sanitary sewer pipe be abandoned (or portions of pipe installed as
part of this project which are to be abandoned as shown on the Plans), both ends of the abandoned pipe
and all lateral connections to the pipe shall be plugged with 3,000 psi cement concrete and the pipe shall
be filled with cement-based grout.
A cement-based grout shall be used to fill the void of the abandoned sewer pipe. The grouting material
must have a strength of at least 100 psi and shall have flow characteristics appropriate for filling a
sanitary sewer. The grout mix designed and method of installation shall be approved by the Engineer
prior to beginning the operation (See Section 9-03.22).
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 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 structure, or
the connection of a new structure to an 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.
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.
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Coating Material:
Surfaces:
Surface Preparation
Application:
System Thickness:
Coatings:
Color:
High Solids Urethane
Concrete
In accordance with SSPC SP-7
(Sweep of brush off blast)
Shop/Field
The drying time between coats shall not exceed 24 hours in any case
6.0 mils dry film
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)
White
7-05.4 Measurement
Section 7-05.4 is revised and supplemented as follows:
(******�
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.
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 cost of the
pipe.
"Connect to Existing Catch Basin," per each.
"Connect Structure to existing pipe," per each.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.3 Construction Requirements
7-08.3(1)B Shoring
Section 7-08.3(1)B is supplemented by adding the following:
�******�
Contractor shall meet all shoring regulations stated in the Temporary Franchise agreement between the
City and WSDOT. If trenches are to be left open during nonworking hours, they shall be protected to the
satisfaction of WSDOT. The Contractor shall submit proposed methods of protection a minimum of seven
(7) calendar days in advance for approval by WSDOT prior to use.
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
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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.
Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as
specified above and thoroughly compacted to the required grade line.
7-08.3(2)A Survey Line and Grade
Section 7-08.3(2)A is replaced with:
(******�
Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 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. Any other procedure shall have the written approval of the Engineer.
7-08.3(2)B Pipe Laying — General
� 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.
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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.
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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 that exceed 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.
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Immediately after the pipe joints have been made, proper gasket placement shall be checked with a
feeler gage as approved by the pipe manufacturer to verify proper gasket placement.
7-08.3(2)E Rubber Gasketed loints
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 7-08.3(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.
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 existing
main is constructed of PVC, plain or reinforced concrete, cast or ductile iron pipe, the existing main shall
be core drilled. When the existing main is constructed of vitrified clay, the main shall be re-sectioned
with flexible couplings, Fernco or approved equal.
Connections (unless booted connections have been provided for) to existing concrete manholes shall be
per Section 7-05.3(3).
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 6
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.
If the native material is considered by the Engineer as 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
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' expense.
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 necessary due to settlement
shall be made by the Contractor at his expense.
' Backfill in unimproved areas shall be compacted to at least 95 percent of maximum dry density as
determined by the modified proctor compaction test, ASTM D1557.
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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:
�******�
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:
�******�
1 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
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 6", per square foot.
If this pay item is not in the Contract, then it shall be incidental.
� 7-17 SANITARY SEWERS
7-17.2 Materials
� Section 7-17.2 is replaced with the following:
�******�
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, selected from stock by the Engineer,
shall be tested as specified for maximum dimensional tolerance of the respective pipe.
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Materials shall meet the requirements of the following sections:
PVC sewer pipe ......................
PVC (C900/C905) sewer pipe .
HDPE (DIPS DR 11) sewer pipe
............................ Section 9-05.12(1).
............................. Section 9-30.1(5)A
.................................. Section 9-05.23
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All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent
under normal conditions of handling and storage.
Steel Casing
Steel casing shall be minimum ASTM A252 Grade 3(structural standard) and ASTM A53 Grade B(material
standard). The steel casing shall have a minimum diameter as called out on the plans and shall be of
sufficient size to allow installation of the new gravity sewer pipe while maintaining clearances as
recommended by the manufacturer. The steel casing shall have a 0.62-inch minimum wall thickness.
Casing spacers shall be prefabricated with a corrosion resistant finish and a ribbed inner liner surface that
prevents slippage, Powerseal Pipeline Products No. 4810 or equal. Distance between spacers shall be
adequate to support the carrier pipe from sagging as recommended by the manufacturer.
Casing seals: the ends of the rammed steel casing shall be sealed with a wrap-around end seal such as
Model W by Pipeline Seal & Insulator, Inc. or equal. The wrap-around seals shall be flexible to allow
differential movement between the steel casing and the carrier pipe. Any bands that are used to secure
the wrap shall be stainless steel.
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:
�******�
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, its outlet shall be plugged until acceptance by the Engineer.
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 videos. Said videos are to be in color and compatible with the
City's viewing and recording systems.
The City will accept video submittals on DVD viewable on a standard player or a CD or DVD compatible
with "Granite XP".
7-17.3(2)I Casing Pipe for Sewer Installation
Section 7-17.3(2)I is an added new section:
�******�
The steel casing shall be installed at the depths and grades shown on the plans. Pipe joints shall be
continuously welded per industry standards.
Contractor shall fill the annular space between the casing and the carrier pipe. Casing spacers shall be
installed per manufacturer's instructions. The ends of the casing shall be sealed with casing seals to
prevent the flow of water through the casing.
7-17.4 Measurement
Section 7-17.4 is supplemented as follows:
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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.
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7-17.5 Payment
Measurement and Payment Schedule for installation of sanitary sewer mains and
appurtenances is shown in Section 1-09.14
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:
"Furnish and Install 8-inch PVC sewer pipe", per linear foot.
"Furnish and Install 12-inch PVC sewer pipe", per linear foot.
"Furnish and Install 15-inch PVC sewer pipe", per linear foot.
"Furnish and Install 36-inch Steel Casing Pipe", per linear foot.
The unit contract price per each for " Furnish and Install -inch pipe", shall be full pay for the bid
� item as described in Section 1-09.14.
"Testing Sewer Pipe", per linear foot.
I 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.
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"Removal and Replacement of Unsuitable Material", per cubic yard or ton.
The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Material" shall
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.
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.
"Television Inspection", per linear foot.
The unit contract price per linear foot for "Television Inspection" shall be full pay for all labor, material
and equipment required to conduct the television inspection as required in Section 7-17.3(2)H.
7-20 HORIZONTAL DIRECTIONAL DRILLING
Section 7-20 is a new section
�******�
7-20.1 Description
This work specified in this section shall consist of furnishing and installing pipe by horizontal directional
drilling (HDD). This Section defines the work to be completed.
The Contractor shall have sole responsibility for the means and methods utilized to install the pipe to the
line and grade shown on the Drawings and to prevent settlement, ensure a successful installation, and
prevent damage to existing facilities all within the tolerances specified herein and subject to review by
the Engineer and Owner. The Contractor is responsible for any and all costs associated with remedial
actions or repairs to correct damaged existing facilities, surface settlement, and product pipe line/grade
installed beyond specified tolerances. All remedial actions and repairs are subject to the acceptance by
the Engineer and shall be performed to the satisfaction of the Engineer and facility owner.
The Contractor shall perform work in accordance with the current applicable regulations of federal, state,
and local agencies.
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7-20.2 Materials
Product Pipe: All product pipe shall be per Section 7-17.
Water: The Contractor shall secure a suitable source of water, and shall be responsible for transporting,
storing, and disposing of any water required.
Drillin� Fluids: The Contractor shall select drilling fluid mixture proportions to ensure continuous
circulation, bore stability, reduce drag on the pipe, sufficient viscosity and mud weight to counterbalance
groundwater pressure, and completely fill the annular space between the bore and the pipe to control
settlement. Management and disposal of drilling fluids shall be the Contractor's responsibility.
Drill Pipe: The Contractor shall provide high quality drill pipe that has been inspected and determined to
be adequate for the project requirements. Bent, cracked, or fatigued drill pipes shall not be used.
Threads must be in good condition.
7-20.3 Construction Requirements
7-20.3(1) Codes and Standards
This Section incorporates by reference the latest revision of the following documents. These references
are a part of this section as specified and modified. In the event of conflict between the requirements of
this Section and those of a listed document, the requirements of this section shall prevail.
• Installation of Pipelines by Horizontal Directional Drilling, Pipeline Research Committee, American Gas
Association, PR-227-9424, April 1995.
• Horizontal Directional Drilling Good Practices Guidelines, 2008, 2004, 2001, HDD Industry Consortium.
• API Bulletin 13D, 1985. Bulletin on the Rheology of Oil-Well Drilling Fluids, Second Edition, Dallas,
Texas, American Petroleum Institute.
• API Recommended Practice 136-1, 1990. Standard Procedures for Field Testing Water-Based Drilling
Fluids, First Edition, Dallas, Texas, American Petroleum Institute.
• ASTM F 1962 Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement of
Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings.
• Installation of Pipelines Beneath Levees Using Horizontal Directional Drilling, US Army Corps of
Engineers, Waterways Experiment Station, Final Report, CPAR-GL-98-1, April 1998.
• API Specification 13A, 1993. Specification for Drilling Fluid Materials, Fifteenth Edition, Dallas, Texas.
American Petroleum Institute.
• IADC Drilling Manual, 1992. Eleventh Edition, Houston, Texas, International Association of Drilling
Contractors.
• Tables for Hydraulic Design of Pipes and Sewers, American Society for Civil Engineers, 5th ed., 1990.
7-20.3(2) Definitions
Annular Space
The space between the excavated HDD bore diameter and the pipeline.
Drilling Fluid/Mud
A mixture of water, bentonite, and/or polymers continuously pumped to the drilling tool or bit cutting
head to facilitate the removal of soil cuttings, and stabilization of the bore. These fluids also cool the
cutting tools and lubricate the pipe string.
Drilling Tool/Bit
Any tool or system of tools that excavates at the face of a bore.
Horizontal Directional Drilling
Horizontal Directional Drilling (HDD) is a guided, steerable drilling system used for the trenchless
installation of pipes, conduits, and cables. A pilot bore path is excavated in an engineered bore path from
a drill rig. Excavation takes place with fluid-assisted cutting from a drilling tool on the drill string. The
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' bore is filled with drilling mud/fluid for stabilization. The bore path is enlarged with subsequent multiple
reaming passes until the desired diameter is achieved. The final bore diameter is typically 12 inches
larger than the outer diameter of the product pipe or 1.5 times the outer diameter of the product pipe,
whichever is smaller. The product pipe, conduit, or cable is pulled into the fluid-stabilized bore.
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Inadvertent Drilling Fluid Returns (Hydrofracture)
Migration of the drilling fluid to the ground surface that can be caused by fracturing or failure of the soil
around the borehole as a result of drilling fluid pressure.
Jetting Assembly
Jetting assemblies rely primarily on the mechanical bend behind the jet bit to produce enough side force
to change the direction of the borehole. A variety of cutting bits such as bladed, spade, or roller cone bits
can be used with jetting assemblies. Rotation of the cutting bit is provided by the drill rig. Drilling fluid is
used to aid the cutting bit with cutting, cool the downhole assembly, lubricate the drill string, and flush
spoil cuttings from the borehole.
Mud Motor
A rotor and stator connected behind the drill bit used to convert the drilling fluid hydraulic energy into
mechanical energy that rotates the drill bit independently of the drill pipe.
Pilot Bore
The action of creating the first guided pass of the HDD process which is then reamed in multiple passes to
the size required to allow pullback of the product pipe.
Product Pipe
The pipe that is pulled into the borehole and installed via HDD.
Pullback
That part of the HDD process in which the dri�l string and product pipe are pulled back through the bore
to the entry point.
Pullback Loads
The tensile load (force) applied to a drill string and product pipe during the pullback process.
Reaming
The second stage of the HDD process in which a reamer or hole opener is attached to the drill string and
is used to excavate and enlarge the pilot hole. The reaming stage may include multiple reaming passes.
7-20.3(3) Quality Assurance
The HDD Contractor business entity shall have met the minimum experience qualifications established
within the Contract Documents. The HDD Contractor shall employ skilled, experienced superintendent(s),
drillers, and personnel. Contractor personnel shall have met the experience qualifications established
within the Contract Documents
The Contractor shall allow access to the Engineer and shall furnish necessary assistance and cooperation
to aid the Engineer in observations and data and sample collection, including, but not limited to the
following:
•... The Contractor shall allow the Owner, Owner's Representative, and/or Engineer full access to the
operator control container prior to, during, and following all HDD operations. This shall include,
but not be limited to, providing access to the operator console including visual access to real-time
operator control screens, gauges, and indicators during all drilling operations.
•... The Contractor shall allow the Owner, Owner's Representative, and/or Engineer full access to the
soil reclamation plant prior to, during, and following all HDD operations. This shall include, but
not be limited to, full access to shaker screens, hydrocyclones, conveyor belts, and drilling mud
spoil holding tanks. The Contractor shall allow the Engineer to collect soil samples from the
shaker screens and/or spoil holding tanks on the soil reclamation plant a minimum of once per
drill pipe, and whenever changes in conditions are observed or suspected.
The Contractor shall provide written notice to the Engineer at least 72 hours prior to beginning of the
major drilling activities, including site mobilization, guidance system setup, pilot bore launch, reaming,
swab pass, and pipe pullback. The Contractor shall immediately notify the Engineer, in writing, when any
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problems are encountered or if the Contractor considers ground conditions to be materially and
significantly different from those represented within the Contract Documents.
The Contractor shall provide all equipment, materials, and personnel necessary for completing the
installation as shown on the Drawings and specified herein. The equipment and materials shall include
but are not limited to:
Directional drilling rig with all ancillary equipment, including drill pipe, cutting tools, reaming bits,
swivels, expanders, motors, generator, pumps, booster pumps, hoses, mixing equipment, drilling fluid
processing equipment (cuttings separation equipment), downhole survey equipment, fluid pressure
and flow rate monitoring equipment, spare parts, pipe handling equipment, crane, excavator, backhoe,
rollers, side boom tractors, control cabin, control equipment, and office equipment.
Drilling fluids, water, fuel, lubricant, polymers, or other additives.
Any other expendable or reusable materials, supplies, and equipment needed for the installation.
The drilling equipment shall be capable of advancing through the geologic conditions as depicted in the
Geotechnical Data Report and as anticipated by the Contractor. The drilling mud shall be designed for the
geologic conditions at the site.
The capacity of the directional drilling rig used by the Contractor shall be adequate to install the specified
pipeline and shall have a minimum pullback capacity of the estimated pullback loads with a safety factor
of 2.0. Refer to calculations section 7-20.3(S)B.
The pump used by the Contractor shall be adequate to supply the required flow rate and pressures at the
anticipated drilling fluid viscosity at all times. Drilling speeds shall not exceed pump capacity.
The drilling system shall include a fluid pump and soil reclamation plant that can achieve the rates of
drilling fluid pumping, spoil separation, and drilling mud cleaning required by the Contractor to achieve
planned production rates for the soils anticipated by the Contractor. Shaker screens, hydrocyclones, and
centrifuges may be required for efficient separation of spoils.
All spoil and drilling mud must be contained in trucks, tanks, or other containers at all times. Dumping of
spoil or drilling mud on the ground, discharge into sewers, or discharge into water bodies shall not be
permitted. All spoils shall be transported and disposed of off-site at an approved disposal facility.
Perform all work within right-of-way and easement areas shown on the Drawings.
Pipe rollers shall be used to support the pipe on the ground surface. The pipe shall be lofted for the
transition of the product pipe into the bore at an angle that keeps the bending radius within the
manufacturer's recommendations. Pipe shall not be dragged on the ground surface.
Surface settlement or heave of the ground surface or utilities and/or other features above the HDD
centerlines and within the zone influenced by the HDD construction shall be limited to avoid damage.
The Contractor shall repair any damage resulting from settlement or heave caused by HDD activities at no
additional cost to the Owner. The Contractor shall grout any voids caused by drilling.
7-20.3(4) Tolerances
The product pipe tolerances shall meet all of the following requirements:
• The vertical slope shall have a positive grade between SSMHOOSA and SSMH008, with a vertical slope
not less than 0.5%.
• No portion of the bore shall have reverse grade.
• The finished invert elevation at SSMH 008 shall be between elevation 65.75 feet, as shown on the
Drawings, and elevation 57.06 feet.
• Any open cut work to connect from the HDD bore to SSMH 008 shall have a slope not less than 0.5%
No portion of open cut connection work shall have reverse grade.
• The finished invert elevation at SSMH 005A shall be between 43.75 feet, as shown on the Drawings,
and elevation 52.44 feet.
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Any open cut work to connect from the HDD bore to SSMH 005A shall have a slope not less than 0.5%.
No portion of open cut connection work shall have reverse grade.
The horizontal bore path shall remain within plus or minus five (5) feet of the design bore path.
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7-20.3(5) Submittals
All submitted calculations shall be stamped and signed by a professional engineer licensed in the State of
Washington. No work shall be performed until the Submittals required for this Section have been
returned with acceptable disposition by the Engineer.
7-20.3(5)A Qualifications
The apparent and second low bidders must submit the HDD Contractor and HDD superintendent
qualifications to the Owner within forty-eight (48) hours of the bid submittal deadline. These
qualifications will be used to determine if the bid is responsive. If the low bidder does not meet the
requirements in Section 7-20.3(5)A, the bid will be considered non-responsive.
The HDD Contractor shall have completed a minimum of three (3) HDD installations in the last five (5)
years with installed pipe diameters of 12 inches or greater. At least one HDD installation completed
within the last five (5) years shall have been a gravity installation with a slope of 3% or less, of any pipe
diameter. At least one of the HDD installations shall have been 1,000 feet in length or greater, with a pipe
diameter of 12 inches or greater. At least one of the HDD installations shall have been within rock of
similar strength of that expected on the project, with a pipe diameter of 12 inches or greater. The HDD
Superintendent proposed for the work shall meet the same experience requirements as the HDD
Contractor. For each project proposed for the experience requirements of either the HDD Contractor or
HDD Superintendent, provide the name of each project, project location, date the project was
constructed, the project owner, a contact person who can verify the experience with a current phone
number, and the details of the project including bore diameter, pipe inner and outer diameter, pipe
material, individual bore length, slope (if applicable), and soil/rock conditions.
Qualifications for the HDD locator/surveyor the HDD Contractor proposes for the work shall be submitted
at least three (3) weeks prior to the start of pipe installation.
The Contractor shall provide the name and qualifications of the surveyor proposed for the work to the
Engineer for review. The surveyor shall have a minimum of three years of experience with underground
construction.
7-20.3(5)B Work Plan
At least three (3) weeks prior to the start of HDD operations, the Contractor shall submit a detailed HDD
work plan to the Engineer for acceptance. Plan acceptance is contingent upon compliance with these
specifications and requirements. The work plan shall contain the following elements:
• Shop Drawings: The project-specific drawings shall include all equipment, equipment setup areas, pipe
layout areas, entry and exit locations, entry and exit angles, points of vertical and horizontal curvature
and tangency, vertical and horizontal bending radii, and any excavations or mud recirculating pits. The
Contractor shall confirm that all operations shall be completely contained within the City right-of-way
and easement areas shown on the Drawings.
• Schedule: The Contractor shall submit a detailed schedule showing all major construction activities and
durations, including starting and completion dates. The schedule shall be updated at least every 2
weeks or more frequently, and include:
o Site preparation.
o Mobilization and setup.
o Pre-drilling meeting.
o Pilot bore drilling.
o Reaming (include each reaming phase separately).
o Layout and fusing of pipe.
o Final reaming/swab pass.
o Pullback of pipe.
o Post-installation mandrel test.
o Post-installation grade survey.
o Cleanup, surface restoration, and demobilization.
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Description of Methods, Equipment and Materials: The Contractor shall submit detailed descriptions of
all methods, equipment, and materials to be used for the pipeline installation. Descriptions of drilling
fluid additives shall be accompanied by Materials Safety Data Sheets (MSDS) and manufacturers'
descriptions. Descriptions of equipment shall include manufacturers' specifications, calibrations,
appropriate drawings, photographs, and descriptions of any modifications since manufacture.
Describe the methods utilized for pulling the pipe into the borehole and maintaining the design grade
within the acceptable tolerances. Describe how open cut excavation down to the pipe at the proposed
SSMH 005A location will be coordinated with the plan to keep the pipe within acceptable grade
tolerances within the borehole. Describe the mud handling process that will be used during pullback of
the product pipe, considering the entry and exit elevations.
Submit a noise mitigation plan detailing measures to be taken, equipment selection, and guidelines for
employees to minimize and mitigate construction noise when construction is occurring outside of
normal working hours per Section 1-08.0(2). The noise mitigation plan shall include the following
elements at minimum:
o Vehicle engine idling on site shall be minimized.
o Banging of tailgates shall be minimized.
o Create and utilize a noise mitigation training program, which shall be implemented for all
field-worker supervisory personnel including sub-contractor supervisors.
o Details and drawings for a 16-foot tall noise mitigation wall around the full perimeter of
the entry and exit locations. The sound walls may have gates to allow for equipment
ingress/egress and transition of the product pipe into the borehole if necessary.
Surveying, Equipment and Procedures: The Contractor shall submit records of equipment calibrations
and certifications for all equipment used for downhole surveys and tracking of the drill head.
Procedures for operating the downhole survey tools shall be described, including measures to verify
the accuracy of the equipment readings. Submit a roll test calibration report for the steering tool.
Pipe Filling Methods (Buoyancy Control): The Contractor shall submit methods and procedures for
filling the pipe with water during pullback, if applicable. The submittal shall also include methods and
procedures for disposal of any water discharged from the filled pipe.
Calculations for Pullback: The Contractor shall submit calculations for pullback loads, including but not
limited to tensile stresses, bending stresses, hoop stresses, combined tensile and bending stresses, and
combined tensile, bending, and hoop stresses, for the conditions and operating practices anticipated.
All assumptions used in the calculations shall be provided. The Contractor shall verify with the pipe
manufacturer that estimated loads imposed during pullback are compatible with the pipe being used.
These calculations shall be made and stamped by a licensed Professional Engineer registered in the
State of Washington.
• Rig Capacity: The Contractor shall submit details on the capacity of the drill rig verifying that the
pullback capacity is greater than the estimated pullback load calculated and submitted by the
Contractor with the factor of safety specified herein.
• Soil Separation Plant: The Contractor shall submit details on the mud pump and cleaning plant. Include
dimensions, manufacturer's specifications, pump capacity, and noise rating.
• Plans for Disposal of Spoils and Drilling Fluids: The Contractor shall submit plans for disposal of waste
materials resulting from the pipeline construction, including drilling fluids, cuttings, waste oil, fuel,
discharge water, etc. The Contractor shall identify the disposal site and submit a letter indicating
willingness and legal authority to accept the described and anticipated waste products.
• A safety plan in accordance with all federal, state, and local agencies.
• Contingency Plans for Potential Problems: The Contractor shall submit contingency plans for
remediation of potential problems that may be encountered during the drilling operations. The
contingency plans shall address the observations that would lead to the discovery of the problem and
the methods that would be used to mitigate the problem. Potential problems that shall be addressed
include:
o Utility strike.
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o Loss or decreased drilling fluid circulation.
o Inadvertent drilling fluid returns to the surface.
o Surface drilling fluid spill.
o Deviation from planned bore path in excess of allowable tolerances.
o Inability to advance drill or product pipe.
o Pullback loads exceeding allowable pullback loads.
o Drill or product pipe twisted off or broken off in borehole.
o Product pipe collapses or deformations exceed maximum allowable tolerances.
o Settlement exceeding allowable limits.
7-20.3(5)C Daily Records
Daily logs and records shall be maintained by the Contractor and shall include drilling lengths, location of
drill head, installation loads, drilling fluid pressures and flow rates, drilling fluid losses, inadvertent drilling
fluid returns, drilling times required for each pipe joint, any instances of retraction and re-drilling of the
pilot bore or segments thereof, and any other relevant observations, including any hard drilling zones,
steering problems, circulation problems, observed settlement, heave, or surface spills.
The position of the drill head shall be tracked during the pilot bore and recorded by a downhole wireline
tracking locator system and supplemented by an energized wire grid at the surface.
During the pilot bore, reaming passes, and pipe pullback the Contractor shall record the following
information once per drill pipe or every 15 feet, whichever is more frequent. The information shall be
submitted to the Engineer by noon of the day following the shift for which the records were taken.
• Rate of penetration
• Rotational torque
• Thrust/pull forces
• Pump rates
• Calculated depth
• Flow (meter returns in supply line)
• Length of each drill pipe
• If torque and thrust are recorded as gage pressures, the conversion factors for pound-feet of torque
and pound force of thrust/pullback shall be provided.
The Contractor shall document any variations between the actual plan and profile of the bore path and
the location shown on the Drawings and specifications herein. The Contractor shall notify the Engineer
immediately upon discovery of any deviations that exceed design tolerances.
The Contractor shall submit the grade survey of the pilot bore immediately after completion. The grade
survey shall be accepted by the Engineer prior to the start of reaming operations.
7-20.3(5)D Post-HDD Installation
The Contractor shall submit as-built drawing and survey after completion of the HDD. As-built drawings
shall include the design alignment and the as-built alignment in plan and profile and shall use the same
scale as the Contract Drawings.
7-20.3(6) General
HDD operations shall be in accordance with the work plan prepared and submitted to the Engineer.
Unless otherwise provided, the Contractor shall furnish and install all fittings, closure pieces, jointing
materials and all appurtenances as shown and as required to provide a complete and workable
installation. All fabrication and testing shall comply with the requirements listed herein.
Prior to beginning construction at any location, protect structures, utilities, trees, shrubs, and other
permanent objects against damage. Utility lines and structures indicated on the Drawings which are to
remain in service shall be protected by the Contractor from any damage as a result of the operations.
Where utility lines or structures not shown on the Drawings are encountered, the Contractor shall report
them immediately to the Engineer before proceeding with the Work. The Contractor shall bear the cost
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of repair or replacement of any utility lines or structures which are broken or damaged by the operations.
All utilities in close proximity to the pilot bore, ream, or pipe installation must be exposed through a"pot-
hole" or other opening, in accordance with appropriate utility locate laws and regulations, to ensure,
through visual inspection, that the drill, reamer, or pipe has caused no damage to the utility and
maintains adequate clearance. The Contractor shall take the following steps prior to commencing drilling
operations in a location which might contain underground facilities:
• Contact the utility or utility location/notification service.
• Positively locate and stake all existing lines, cables, or other underground facilities including
exposing any facilities that are located within 20 feet of the designed drill path.
• Modify drilling practices and downhole assemblies to prevent damage to existing utilities and
facilities.
The Contractor shall maintain safe working conditions; ensure stability of the entry, exit, settlement and
containment pits; and minimize loosening, deterioration and disturbance of the surrounding ground,
sidewalks, landscaped areas, roads, adjacent structures, or existing utilities and facilities.
The Contractor shall construct and utilize a 16-foot sound wall around the perimeter of the entry and exit
locations. The sound wall shall be in place for the entirety of all-phases of the HDD process, including pilot
bore, reaming, swabbing, and pullback phases. The sound wall may have gates to allow ingress/egress of
equipment and transitioning of the product pipe into the borehole if necessary. The submitted and
favorably accepted sound mitigation plan shall be implemented for all HDD construction and all non-HDD
construction occurring outside of normal work hours per Section 1-08.0(2). The noise mitigation plan
shall include the following elements at minimum:
• Giving nearby residents at least 72 hour advance notice of the time periods when particularly noisy
work and potential nighttime construction activities (e.g. pullback) will be occurring through mailers,
door hangers, or other similar notification methods.
• Vehicle engine idling on site shall be minimized.
� Banging of tailgates shall be minimized.
• Create and utilize a noise mitigation training program, which shall be implemented for all field-worker
supervisory personnel including sub-contractor supervisors.
• Details and drawings for a 16-foot tall noise mitigation wall around the full perimeter of the entry and
exit locations.
• Take noise level readings. At a minimum, the contractor will be required take a base noise level reading
before the start of construction activities, at the start of the drilling, and after noise mitigation
measures have been installed.
• Equip all vehicles with ambient sensitive backup warning devices. The Contractor may use back-up
observers in lieu of back-up warning devices for all equipment except dump trucks in compliance with
WAC Chapter 296-155-610 and 296-155-615. The Contractor shall use back-up observers and back-up
warning devices for dump trucks in compliance with WAC Chapter 296-155-640.
The Contractor shall hold a meeting one business day prior to the commencement of pilot bore drilling.
The following requirements shall be met:
• Prior to scheduling of ineeting, review of the related submittals shall have a status with
acceptable disposition.
• Meeting attendees shall include the Owner; Engineer; the Contractor Project Manager; the HDD
Contractor Project Manager; Superintendent; and the Drill Rig Operator.
� All materials and equipment are staged prior to start of HDD and ready for use.
• Utility potholes have been completed.
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Review of the contingency plan discussed in this Section, and that the Contractor is prepared
with onsite materials and equipment required to reduce the amount of time required to respond
to the scenarios described.
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7-20.3(7) Work Staging Area
The Contractor shall limit staging and work operations to right-of-way and easements as shown on the
Drawings, or as otherwise accepted in writing by the Engineer, for storage of equipment and materials,
parking, pipe layout, drilling, and other work.
The Contractor will be responsible for constructing required temporary work access and pads for
directional drilling in accordance with all applicable permits and local ordinances.
The Contractor shall control operational pressures, drilling mud weights, drilling speeds, and any other
operational factors required to avoid hydrofracture fluid losses into the surrounding formations, maintain
a stable borehole, and control drilling fluid spillage. This includes any spillages, inadvertent fluid, or slurry
returns at entry and exit locations or at any intermediate point. All inadvertent returns or spills shall be
promptly contained and cleaned up. Disposal of excess drilling fluids is the responsibility of the Contractor
and shall be conducted in compliance with all environmental requirements.
Appropriate precautions and measures shall be employed by the Contractor to prevent erosion, surface
drainage, and spillage of drilling fluids or other materials that could adversely impact the environmental
quality of the site. Silt fences, hay wattles, and hay bales shall be used to line the work area to minimize
erosion and contain any spillages or runoff.
Pipe layout area shall be free of stones, wood, debris and obstructions. Pipe rollers shall be provided by
the Contractor to facilitate pipe pullback.
Combustible materials (fuel, oil, lubricants, etc.) shall be stored off-site or in a well-ventilated storage
facility removed from the immediate vicinity of the drilling area by at least 20 feet.
7-20.3(8) Control of Line and Grade
The Contractor shall monitor and record x, y, and z coordinates relative to an established surface survey
bench mark, from downhole survey data using a downhole wireline system. ParaTrack or TruTracker
energized surface grid, or equivalent, shall be installed and used to augment the downhole wireline
tracking system. The grids shall be surveyed to establish horizontal and vertical position to 0.1 feet
accuracy. The data shall be monitored and recorded at least once per drill pipe length or at 15-foot
intervals during pilot bore drilling, whichever is most frequent.
Deviations between the recorded and design bore path shall be calculated and reported in the daily
report. If the deviations exceed the tolerances specified herein, such occurrences shall be reported
immediately to the Engineer. The Contractor shall undertake all necessary measures to correct deviations
and return to design line and grade, and shall be solely responsible for all work necessary to correct
excessive deviations from line and grade, including re-drilling sections of the pilot bore, at no additional
cost to the Owner and without schedule extension.
Submit the complete records immediately after completion of the pilot bore. The grade survey shall be
accepted by the Engineer prior to the start of reaming operations.
7-20.3(9) Horizontal Directional Drilling
The Contractor shall employ licensed, experienced surveyors to locate the entry and exit points, and to
establish horizontal and vertical datum for the bore and the pipe layout and fabrication areas.
Initial use of a mud motor for pilot hole drilling is prohibited. The contractor shall use a jetting assembly,
or approved equal, as determined by the Engineer. Should the Contractor desire to use a mud motor, the
Contractor shall provide formal written notice requesting use of the mud motor and describing how the
jetting assembly, or approved equal, is insufficient to continue excavating the pilot bore and why the mud
motor is necessary to continue the pilot bore successfully. Use of a mud motor is prohibited prior to
demonstrating use of a jetting assembly, or approved equal, and until the Contractor's written request for
use of a mud motor is returned with written acceptance from the Engineer.
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The pilot bore shall be reamed using equipment and methods submitted by the Contractor. The
Contractor shall completely ream the bore to the final diameter prior to pullback.
The Contractor shall complete a swab pass of the bore upon completion of the final ream and prior to
pullback of the pipe. The swab pass reamer shall have an outside diameter that is larger than the product
pipe outside diameter.
Pipe Pullback:
• The pipe shall be installed by pulling it into the reamed bore hole behind a final reaming tool selected
by the Contractor.
• The pipe shall be isolated from excessive torsional and axial stresses by a swivel device.
� The Contractor shall monitor and inspect pipe rollers and the method for suspending pipe during the
pullback operation.
• The Contractor shall monitor and record installation loads once per drill pipe or every 15 feet,
whichever is more frequent.
• The Contractor shall cease operations if the pipe is damaged and shall remove the damaged pipe from
the bore and repair the pipe using the manufacturer's recommended procedure or replace the
damaged pipe before resuming installation. The Contractor shall monitor pulling forces to ensure
maximum pullback loading of the pipe is not exceeded, and shall notify the Engineer immediately if it
has been.
� Work performed for all HDD construction and all non-HDD construction outside of normal work hours
shall be in accordance with Section 1-08.0(2) and shall be completed in accordance with the submitted
and favorably accepted noise mitigation plan.
The installed product pipe shall be mandrel tested within 24 hours of pullback completion. A mandrel or
pig that is 90% of the internal diameter of the product pipe, taking into account internal beads formed
during the fusing process, shall be pulled through the entire length of the pipeline. Pipeline found to be
obstructed or flattened shall be considered defective work and shall be removed, discarded, re-drilled,
and tested at no cost to the Owner.
A post-installation grade survey shall be performed within 48 hours of completion of pipe pulling
operations and prior to any open cut excavation to connect to the proposed SSMH OOSA.
Provide a seal at the downstream end of the bore to prevent any preferential flow around the outside of
the pipe.
7-20.3(10) Finishing
The Contractor shall remove all equipment, materials, drilling fluids, muck, waste, and debris from the
site and restore the site to its original condition upon completion of the installation. Following
construction, the product pipe shall be cleaned of all mud, drilling fluid or other materials within the pipe
as discussed in other sections of the Contract Documents.
7-22 GUIDED PIPE RAMMING
Section 7-22 is a new section
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7-22.1 Description
This work shall consist of furnishing and installing steel casing pipe using guided pipe ramming. The Work
specified in this section includes the requirements for steel casing installation using guided pipe ramming,
as designated in the Contract Documents.
This Section defines in general terms the work to be completed. The Contractor shall have sole
responsibility for the means and methods utilized to install the casing to the line and grade shown on the
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Drawings and to prevent settlement, ensure a successful installation, and prevent damage to existing
facilities all within the tolerances specified herein and subject to review by the Engineer and Owner. The
Contractor is responsible for any and all costs associated with remedial actions or repairs to correct
damaged existing facilities, surface settlement, and casing line/grade installed beyond specified
' tolerances. All remedial actions and repairs are subject to the approval by the Engineer and shall be
performed to the satisfaction of the Engineer and facility owner.
The Contractor shall perform work in accordance with the current applicable regulations of federal, state,
1 and local agencies.
7-22.2 Materials
Steel Casin�
(1). Steel casing shall be new, smooth wall carbon steel pipe which conforms to ASTM Specification
� A139, Grade B.
(2). Steel casing shall have the capacity to withstand the maximum axial force anticipated with a
safety factor of 2.0. The casing shall also be designed to withstand anticipated long-term soil and
1 groundwater loads.
(3). Steel casing shall have a specified minimum yield strength of 35,000 psi.
(4). The casing diameter shall be as shown on the shop drawings. Casing wall thickness shall be
determined by the Contractor but shall not be less than 0.62-inch. Casing lengths shall be
determined by the Contractor.
(5). Steel casing shall have a difference in roundness between the major and the minor outside
diameters not exceeding 1% of the specified nominal outside diameter, or % inch, whichever is
less.
(6). Steel casing shall have an outside circumference which is within 1% of the nominal
circumference, or% inch, whichever is less.
(7). Steel casing shall have a minimum allowable straightness deviation in any 10-foot length of 1j8
� inch.
(8). Steel casing shall be furnished with 2-inch minimum diameter grout holes which conform to
_ ASTM Specification A53, Schedule 40, with threaded plugs.
(9). Space grout holes regularly on 20-foot centers. Longitudinal spacing between grout holes may
� be decreased to provide more extensive grouting, but shall not exceed 20 feet.
(10) Grout holes shall be fitted with countersunk, full face rubber gaskets to prevent infiltration of
displaced earth during casing installation.
(11) Steel casing joints shall be welded. Steel casing for welding shall be square cut with beveled
ends, using a full-penetration butt weld. Welding procedures shall be consistent with provisions
of AWS D1.1 and AWWA C206.
(12) The Contractor shall use only welders certified under the provisions of AWS D1.1.
, Grout
(1). Type V Portland Cement conforming to ASTM C150.
(2). Slump sufficient to ensure flow through hoses and nozzles and to completely fill void space
� surrounding the casing.
(3). Mix design containing cement, water, and sand.
(4). Other admixtures subject to acceptance of the Engineer.
(5). Minimum compressive strength of 100 psi in 24 hours, 300 psi in 28 Calendar Days.
Lubrication
(1). Lubrication shall consist of bentonite and/or polymers and potable water. Polymers shall be non-
' toxic and shall not be used until the MSDS is submitted and accepted.
7-22.3 Construction Requirements
7-22.3(1) Codes and Standards
This Section incorporates by reference the latest revision of the following documents. These references
are a part of this section as specified and modified. In the event of conflict between the requirements of
this Section and those of a listed document, the requirements of this Section shall prevail.
• AWS D1.1- Structural Welding Code
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• AWWA C206 - Field Welding of Steel Water Pipe
• ASTM A139 - Standard Specification for Electric-Fusion (Arc)-Welded Steel Pipe
• ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and
Seamless
• ASTM C150 — Standard Specification for Portland Cement
7-22.3(2) Definitions
Guided Pipe Ramming
A hybrid trenchless technique which utilizes a jacking frame to install pilot tubes in order to guide the
ramming of a casing pipe using a percussive hammer from a launch shaft to a reception shaft. The casing
engulfs spoil during ramming. The soil remains in the casing until the ram has been completed and then
may be removed by water, auguring, jet-cutting, or compressed air.
Launch Shaft
An excavation from which trenchless technology equipment is advanced.
Obstruction
An object or feature that prevents forward movement of the pilot tubes or casing after all diligent efforts
to advance past the object by the Contractor have failed.
Pilot Tubes
Steerable tubes that are jacked from a launch shaft to a reception shaft to provide a pilot bore accurate in
both line and grade. The lead pilot tube is fitted with a slant-faced bit to enable steering. A camera
system continuously relays the position of an LED target mounted behind the slant-faced bit to a monitor
in the launch shaft. Once installed, the pilot tubes provide a centerline for the casing installation.
Reception Shaft
An excavation into which trenchless technology equipment is advanced and recovered.
Reamer
An adapter used to link or connect the last pilot tube to the first casing section and transmit ramming
forces from the casing to the pilot tubes. A reamer is also commonly referred to as a spider or pipe
adapter.
7-22.3(3) Quality Assurance
The Contractor shall obtain an independent surveyor who shall be responsible for line and grade control
and shall be a Licensed Surveyor registered in the State of Washington who has prior experience with
similar projects.
• Allowable Installation Tolerance: The maximum deviation at any point along the casing shall not
exceed six (6) inches from the line and/or grade shown on the drawings.
• Allowable Ground Surface Movement: Ground surface settlement or heave shall not exceed one
half (%) inch.
• Allowable Utility Movement: Settlement or heave of any utilities shall not exceed one half (%2) inch
for utilities shown on the drawings or not.
• Allowable Noise Wall Movement: Settlement or heave of the noise wall shall not exceed one half
(%z) inch.
The Contractor shall allow access to the Engineer and shall furnish all necessary assistance and
cooperation to aid the Engineer in observations, measurements, data, and sample collection, including
but not limited to visual inspection of installed pilot tubes, installed casing, machine thrust and torque
readings, digital display of LED target in lead pilot tube, and any other methods used to verify line and
grade. The Contractor shall provide safe access to launch and reception shafts in accordance with all
safety regulations.
The Contractor shall immediately notify the Engineer, in writing, when any problems are encountered
with equipment or materials, or if the Contractor believes the conditions encountered are materially and
significantly different than those represented within the contract documents.
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7-22.3(4) Submittals
All submitted calculations shall be stamped and signed by a professional engineer licensed in the State of
Washington. No work shall be performed until the Submittals required for this Section and all other
� sections related to the installation of steel casing have been accepted by the Engineer.
7-22.3(4)A Qualifications
' The apparent and second low bidders must submit the requested Guided Pipe Ramming Contractor and
Guided Pipe Ramming superintendent qualifications to the Owner within forty-eight (48) hours of the bid
submittal deadline. These qualifications will be used to determine if the bid is responsive. If the low
bidder does not meet the requirements in Section 7-22.3(4)A, the bid will be considered non-responsive.
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The Contractor shall provide the name and qualifications of the project superintendent, having a
minimum of three years of experience with the type of equipment proposed for the work, to the Engineer
for review. The superintendent shall have completed a minimum of three pipe ramming projects at 36
inches in diameter or greater. The superintendent shall have completed a minimum of one pipe ram
project guided with pilot tubes. Provide the name of each project, the project owner, a contact person
who can verify the experience with a current phone number, and the details of the project including
diameter, drive length, specified slope, and soil conditions.
Qualifications for the surveyor the Guided Pipe Ramming Contractor proposes for the work shall be
submitted at least 30 days prior to the start of pipe installation.
The Contractor shall provide the name and qualifications of the surveyor proposed for the work to the
Engineer for review. The surveyor shall have a minimum of three years of experience with underground
construction.
7-22.3(4)B Work Plan
At least 30 days prior to the start of pipe installation, the Contractor shall submit a detailed guided pipe
ramming work plan to the Engineer for acceptance. Plan acceptance is contingent upon compliance with
these specifications and requirements. The work plan shall contain the following elements:
• A detailed description of the methods, equipment, and procedures to be utilized in completing the
work. Describe techniques used by the guided pipe ram operator to control ground conditions at the
excavation face and prevent loss of ground.
• Calculations determining the maximum allowable contact grouting pressure to prevent surface heave.
• Shop drawings for all equipment, equipment setup areas, and staging areas in addition to launch and
reception shafts and casing alignment.
• Calculations of the anticipated ramming force required to complete the installation and details of the
method used to determine anticipated forces. State all assumptions.
• Certification by the pipe ramming manufacturer of the condition and operational characteristics of all
equipment to be used for installing the specified casing.
• Certification by the pilot tube boring manufacturer of the thrust, conditions, and operational
characteristics of all equipment to be used for installing the pilot tubes.
• Details of the guided pipe ramming equipment, complete with ramming capacity, diameter, pilot tube
slant-faced bit geometry, guidance system, and manufacturer's literature. These details shall illustrate
that the ramming force estimated to complete the ram does not exceed the available ramming capacity
of the equipment, with the factor of safety specified herein.
• Material specifications and shop drawings showing the configuration of the reamer and a detail of its
connection to the lead casing showing all reamer dimensions. Drawings and connection details shall be
submitted for every increase in pipe diameter.
• Material specifications and shop drawings of casing showing the pipe wall thickness, steel grade, and
the maximum allowable axial force. Include details showing that the pipe meets the tolerances given
in these specifications. A pipe certification of compliance shall be submitted.
• Calculations demonstrating that the casing selected has been designed to support the maximum
anticipated earth loads and superimposed live loads, both static and dynamic, which may be imposed
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on the casing. This calculation shall include the maximum allowable axial force that can be applied to
the casing during ramming operations with the factor of safety specified herein.
• Dewatering procedures and groundwater control details during guided pipe ramming, including launch
and receiving seals.
• Details of the pipe lubrication system and description of pipe lubricants to be used during guided pipe
ramming, including manufacture's literature and Material Safety Data Sheets.
• A spoils removal plan, including all equipment necessary to remove the material from the rammed
casing after the completion of the installation. The plan shall also include the location and sequence of
disposal.
• Schedule for guided pipe ramming identifying all major construction activities as independent items.
Include mobilization, site preparation, pilot tube installation, casing installation, contact grouting,
carrier pipe installation, and demobilization.
• Settlement monitoring data measurements establishing baseline values at least one (1) week prior to
commencement of guided pipe ramming. Include benchmark data and all relevant information
necessary to monitor utilities, noise wall, and surface settlement during construction.
• A safety plan in accordance with all federal, state, and local agencies.
• A contingency plan covering the following scenarios that may be encountered during guided pipe
ramming operations. The Contractor shall submit a contingency plan including the observations and
measurements required to clearly identify the cause of the scenario and the remedial measures for
dealing with each scenario while satisfying the specifications.
o Obstruction encountered at the front of the lead pilot tube.
o Obstruction encountered at the leading edge of the reamer or casing.
o Deviation from planned casing alignment beyond specified tolerances.
o Settlement in excess of provided tolerances.
o Ramming forces in excess of estimated maximums.
o Inability to maintain a stable face at the lead casing.
7-22(4)C Daily Records
The following daily records shall be submitted to the onsite Engineer by noon on the next working day
following the shift for which the data or records were taken:
• Deviations from line and grade.
• Log of the guided pipe ramming operations. At a minimum the log shall consist of the following:
• The date, and the starting and finishing time of the work.
• Inclination, operating pressure, and rate of advance.
• Hammer strokes per minute.
• Pipe lubricant used (in gallons) and pumping pressure.
• Thrust and torque readings during the pilot tube installation phase. Readings shall be measured a
minimum of once per 20 feet of installation. If thrust and torque readings are measured in hydraulic
pressure, the conversion table to convert pounds per square inch to pound-force and pound-feet shall
be provided.
• Any problems encountered.
• Log of settlement monitoring survey data. Include all baseline data for each monitoring point and the
difference from baseline values.
7-22(4)D Post-Casing Installation
The Contractor shall submit as-built drawing and survey of the casing invert after completion of the
casing installation. As-built drawings shall include the design alignment and the as-built alignment in plan
and profile and shall be to the same scale as the Contract Drawings.
7-22(5) Equipment
The Contractor shall use guided pipe ramming equipment specifically designed for ramming through the
soil materials described in the Geotechnical Data Report.
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Guided pipe ramming equipment shall be sized to provide a minimum ramming force of 2.0 times the
anticipated ramming force.
The pneumatic hammer selected shall be a mono-bloc design with rear cushion and Teflon slide seals. No
bolts or threaded connections will be allowed.
The spoil removal system shall be capable of being operated in a manner which will prevent loss of
ground.
The amount of overcut shall be limited to less than % inch larger on radius than the outside of the
rammed casing.
Pipe ramming equipment shall be sized according to the manufacturer's recommendations and the
Contractor's knowledge of ramming in soils similar to those at the Site.
The Contractor shall use hammer connection adapters that maximize the energy transfer between the
hammer and the casing pipe.
The Contractor shall place the guide rails, pipe, and hammer to the grade shown on the drawings.
The lead casing shall be fitted with a reinforcing band/cutting shoe on the inner and outer diameter to
prevent damage to the leading edge.
A pipe lubrication injection system shall be used to continuously inject lubricants around the outside of
the pilot tubes during the pilot tube installation phase and continuously around the outside of the casing
during the casing installation phase to decrease jacking forces and provide borehole stability. Provide a
suitable pressure gage on the lubrication supply line.
7-22(6) General
Guided pipe ramming operations shall be in accordance with the work plan prepared and submitted to
the Engineer.
The Contractor shall not begin guided pipe ramming until all submittals have been made and the Engineer
has reviewed and accepted them, and until settlement monitoring points have been installed and
baseline measurements established as required.
The Contractor shall furnish all necessary equipment, power, water, and utilities for excavation, guided
pipe ramming, lubrication mixing and pumping, removal and disposal of spoils, and other associated work
consistent with the methods of construction.
The Contractor shall install casing between the limits indicated on the Drawings to the specified lines and
� grades. Utilize methods that include due regard for safety of workers, adjacent structures and
improvements, utilities, and the public. The Contractor shall locate launch and receiving areas as
identified on the Drawings unless proposed otherwise in the work plan accepted by the Engineer.
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The Contractor shall promptly clean up, remove, and dispose of any spoils or spillage in accordance with
the spoils removal plan.
The Contractor is responsible for the location and protection of existing underground utilities. The
contractor shall be responsible for local excavations next to existing buried utilities as necessary to relieve
induced stresses. All crossing utilities and adjacent utilities located within 10 feet of the alignment shall
be positively located prior to construction.
The Contractor shall perform all work so as not to disturb adjacent structures, roadways, or existing
utilities. Immediately repair any damage to the satisfaction of the agency or utility having jurisdiction at
no additional cost to the Owner.
7-22(7) Casing Installation
The Contractor shall use benchmarks to maintain line and grade and to establish the location of the pilot
tubes.
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The Contractor shall submit to the Owner copies of field notes used to establish all lines and grades. The
Contractor remains fully responsible for the accuracy of the installation.
If the casing installation exceeds the specified tolerances, the Contractor is responsible for correcting the
installation. All corrective work shall be performed as described in the accepted contingency plan at no
additional cost to the Owner.
The Contractor shall install casing without damaging the casing. In the event a casing section is damaged
during the ramming operation, the Contractor shall repair the casing in a method accepted by the
Engineer.
The Contractor shall provide groundwater control as required for proper execution of the work, including
the use of launch and reception shaft seals.
The Contractor shall provide maximal energy transfer to advance the casing without over-stressing and
damaging the casing material. The Contractor shall adjust the hammer-casing connection through
provisions of connection pieces, modifications to existing pieces and their alignment, and/or static
compressive thrust through the hammer-casing connection to achieve maximal hammer-casing energy
transfer efficiency.
At no time shall the driving force exceed the maximum allowable axial force of the casing material
calculated and provided in the submittals.
Spoils shall remain in the casing during the entirety of the ramming operation. Should the Contractor
desire to remove spoil from the casing prior to completing the casing installation, the Contractor shall
obtain written approval from the Engineer prior to initiating spoil removal.
The Contractor shall transport and dispose of all spoils in accordance with Section 2-01.2(2) of the
WSDOT Standard Specifications. No stockpiling shall be permitted. The Contractor shall only use the
disposal sites identified in accepted submittals.
In the event the Contractor encounters a problem during the work and the situation is not covered by the
Contractor's contingency plan, the Contractor shall immediately notify the Engineer and propose
solutions for Engineer's acceptance.
After installing the casing, provide the Engineer with access to both pipe ends for visual inspection of the
line and grade of the completed pipe installation.
All void space between the soil and the casing shall be grouted immediately upon completion of the
casing installation.
Grouting pressure shall not be higher than the overburden soil pressure and shall not cause movement in
the soil above the casing. The Contractor is responsible for damage caused by excessive grouting
pressu re.
7-22.3(8) Settlement Monitoring
Settlement monitoring points shall be as located on the Drawings.
Installation and monitoring of settlement monitoring points shall require right of entry to WSDOT's
Limited Access Right-of-Way (LAROW). Contractor shall work with the City and WSDOT to acquire the
right of entry to the LAROW, and shall comply with all provisions affecting an interstate LAROW, as
identified by WSDOT.
Baseline readings shall be taken a minimum of one (1) week prior to construction.
Monitoring intervals shall be no less than once per day during guided pipe ramming and excavation of
launch and reception shafts.
Settlement monitoring points shall be monitored once per week for a minimum of four (4) weeks after
completion of guided pipe ramming.
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Tolerances described herein shall not be exceeded. If tolerances are exceeded, the Contractor shall stop
work immediately, notify the Engineer, and propose a solution to the Engineer to correct the situation.
7-22.3(9) Finishing
The Contractor shall remove all construction debris, spoil, slurry, oil, grease, and other materials from the
installed casing.
Cleanup will be incidental to the pay item "Steel Casing". No separate payment shall be made for the
cleanup.
7-23 TRENCHLE55 INSTALLATION OF CARRIER PIPE IN CASING
Section 7-23 is a new section
�******)
7-23.1 Description
This work shall be as described in Sections 7-17 of the Standard Specifications and as modified and
supplemented in previously in this document and herein. This work shall include all labor, materials, and
equipment associated with the trenchless installation of the gravity sewers within steel casing.
Refer to Section 7.21 or 7.22 of this document for steel casing requirements.
7-23.2 Materials
Carrier Pipe
Gravity sewer pipe installed with trenchless methods into casing pipe shall be as specified in Section 7-
17.2 and as shown on the Plans.
Casin� Spacers
(1). Refer to Contract Drawings for casing spacer placement and orientation of carrier pipe. Follow
Manufacturer's requirements for spacing placement on carrier pipes.
(2). Spacers shall provide for effective control of vertical grade of the carrier pipe and any necessary
field adjustments due to casing deviations.
(3). Heavy duty fusion bonded epoxy coated steel spacers, minimum 12-inch width, glass reinforced
plastic runners.
(4). Minimum of two runners at bottom and two top runners, or as recommended by the
manufacturer.
(5). Shell and riser constructed of welded T304 stainless steel, thickness as required for application
(12-gauge minimum).
(6). Split case design for attaching to carrier pipe with side flanges. Stainless steel bolts: Minimum
5/16-inch diameter, straps are not allowed.
(7). Runners constructed of ultra-high molecular weight polymer plastic, with low coefficient of
friction: 0.11 (per ASTM D1894) or better.
7-23.3 Construction Requirements
7-23.3(1) Submittals
After the completion of each casing installation, the Contractor shall submit:
(1). Post Installation casing invert survey and drawing. Drawing shall include the original casing
design and the actual casing in plan and profile. Drawings shall be in the same scale as the
Contract Drawings.
(2). Casing Spacer Installation Plan: Describe how casing spacers will be placed/installed to maintain
vertical grade control within the installed casing. Describe field adjustment methods necessary to
install the carrier pipe to the designed line and grade utilizing the information gathered in the
post-installation casing survey. Provide tabular casing spacer riser heights for each spacer to be
installed based on post-installation casing invert survey.
(3). Adjustments to the invert elevation of the next casing to match elevation of the casing installed in
the previous installation.
After completion of carrier pipe installation, the Contractor shall submit:
(1). As-Built Drawings and Survey. As-Built Drawings shall include the designed alignment and the As-
Built alignment in plan and profile of the casing and carrier pipe. Drawings shall be in the same
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scale as the Contract Drawings.
7-24 LAUNCH AND RECEPTION SHAFTS
Section 7-24 is a new section
(******�
7-24.1 Description
This work shall consist of the construction and deconstruction of the launch and reception shafts as
necessary to install steel casing by guided auger boring or guided pipe ramming methods as per the
Contract Documents, including the design, installation, excavation, maintenance, removal, and backfill of
shafts. Both shafts shall be completely deconstructed and removed after construction is completed. No
part of the shafts shall be allowed to remain post construction.
The Contractor shall perform work in accordance with the current applicable regulations of federal, state,
and local agencies.
7-24.2 Materials
Materials to be used for all components of the shaft construction shall meet all applicable standard
requirements. Materials shall be sound and free from defects that might impair their strength.
7-24.3 Construction Requirements
7-24.3(1) General
The Contractor shall be responsible for selection of the shoring system such that it is constructible based
on the Geotechnical Data Report and is suitable for the selected trenchless installation method. The shaft
north of I-405 shall be constructed in such a way as to not impact the existing retaining wall.
Construction record drawings for the retaining wall are included in the appendix to these specifications.
Launch and reception shafts shall be watertight. Allowable methods for shaft construction include:
� Sheet Piles
• Secant Piles
• Other watertight shaft construction methods as approved by the Owner.
7-24.3(2) Submittals
Prior to beginning construction, the Contractor shall submit the following:
• Name and qualifications of the lead engineer responsible for Excavation Support System (ESS) design
� Written certification of compliance with applicable requirements of the WAC, IBC, and WISHA.
• Detailed design documents, drawings, and plans signed, dated, and stamped by a registered
Professional Engineer in the State of Washington which shall include the following:
o Dimension of each shaft, including: inside and outside dimensions, depth of ESS, and
depth to base.
o Detailed construction sequence descriptions and drawings. The sequence shall detail
each major construction stage that affects the shoring design, construction restrictions,
and maintenance, and shall include duration of activities for pit excavation, support, and
groundwater control measures during construction.
o Descriptions of all equipment to be used.
o Estimates of likely deflections or deformation of the ESS, shaft walls and shaft bottom
during its use. Include value for maximum allowable deflections or deformations of the
ESS as well as requirements for monitoring deflection or deformation of the ESS.
o Estimated earth loads imposed on the ESS during the shaft construction and during its
use prior to backfilling by the surrounding soils and groundwater.
o Calculations that demonstrate the ESS provides a minimum factor of safety against
collapse, sliding, buoyancy and bottom heave.
o Design calculations and drawings for all surcharge loads and stockpiles adjacent to shafts.
o Design calculations demonstrating bottom stability of each shaft during all phases of
excavation.
o Design of all penetrations, including entrance and exit seals through which the trenchless
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installation will enter and exit.
o Working drawings and methods statements. Working drawings shall include the
following:
■ Full excavation depth.
■ Depths below the main excavation to which the support system will be installed.
■ Expected equipment loads.
■ Structural details.
■ Existing utility facilities: After checking locations by field investigation, revise
drawings to show actual locations of facilities and excavation supports,
interference with proposed Work, and measures proposed to overcome such
interference.
■ Details for protecting existing utilities and structures.
• Concrete mix design including strength at 3-day, 7-day, and 28-day ages. Trial mix test results shall
indicate slump immediately after mixing.
• Method to verify bottom stability of each shaft prior to removing water from within the shaft, if
applicable.
• Tremie slab or mud slab placement methods, layout, and sequencing.
• Provide a description of the means and methods that will be used to control ground water during the
excavation process.
• Provide details of entry and exit seals.
• Methods and location for disposal of all materials.
• Site layout during the construction phases of each shaft.
• Contingency plan for alternative procedures to be implemented if the ESS performs unsatisfactorily or
if groundwater control measures are inadequate.
�
• Quality Control Procedures:
o Materials testing requirements and results.
o Deflection monitoring requirements and results.
o Certification, by the designer, that the ESS installed meets the requirements of the
design.
� 7-24.3(3) Shaft Construction Operations
Shafts shall be designed and constructed to be watertight. Allowable shaft leakage shall not exceed 8
gallons per minute per 100 feet of wall, per 10 feet of groundwater head. A sump may be used to remove
nuisance water; however, shaft dewatering is not permissible once shaft construction is complete.
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The Contractor shall have sole responsibility for sizing excavations to accommodate shoring, bracing,
groundwater control, trenchless installation machinery, pipe, and pipe installation to the specified lines,
grades, and tolerances. Shaft excavation shall be contained within the footprint shown on the Drawings.
The design, planning, installation and removal of ESS shall be accomplished in such a manner as to
maintain the required excavation and to prevent movement of the soil that may cause damage to
adjacent structures, pavement and utilities, damage or delay the Work, or endanger life and health.
The ESS shall be designed and constructed to withstand all soil and full hydrostatic loading that might
occur during the various stages of construction and for any surcharge loading caused by equipment loads
and loads from material or soil stockpiles, and traffic. The Contractor shall be responsible for
determination of proper load distributions caused by such activities, and shall assure that those
conditions are not exceeded in the field during construction. The Contractor shall make a determination
of the lateral earth and water pressures and surcharge loads that could result from their construction
methods, shall design the ESS for those pressures and loads at a minimum, and shall comply with other
minimum design loads where required. Design of the ESS shall also consider the Contractor's sequence of
excavation and placement of the lateral support elements. The soil, surcharge, and hydrostatic loading
shall be determined by the Contractor, subject to review by the Owner. Groundwater elevations are
included in the Geotechnical Data Report; however, the Contractor shall confirm the groundwater
elevation at each shaft for the time of year that each excavation is to be in service. To do this, Contractor
may use existing piezometers. Two piezometers are currently located near the southern shaft and two
are near the northern shaft. If Contractor deems these existing piezometers insufficient for confirming
groundwater elevation, then the Contractor is responsible for constructing additional piezometers or
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WeIIS.
The shaft base slab at each excavation shall be designed to protect the excavation invert in accordance
with these minimum design criteria:
• Be capable of resisting maximum hydrostatic uplift with a minimum safety factor of 1.5 or equipped
with a groundwater/pressure relief system to assure a minimum safety factor of 1.5 for reduced
hydrostatic uplift pressures.
• Be capable of supporting such combined dead and live loads as are required by the Contractor's means
and methods.
The shaft floors shall be designed with a sump to remove any groundwater, rainwater, runoff, or
construction water that enters the shaft.
Design exit and entry seals to maintain excavation support and to prevent groundwater inflow or loss of
ground when breaking out of or into shafts.
Employ construction methods that ensure the safety of the Work, the construction Works, the public, and
adjacent property and improvements, whether public or private.
Continually verify that the ESS is planned, executed, and maintained in accordance with applicable codes
and regulations and good construction practice. Continually verify that the installation of the ESS is in
conformance with the plans prepared by the Contractor.
Institute as a part of the ESS construction a quality assurance program at each shoring location. The
program should include, but not be limited to, systematic observation of suitability of shoring materials,
maximum allowable deflection or deformation limits, requirements for monitoring shaft wall deflection
or deformation, installation, excavation, groundwater control, adjacent construction activities, and other
factors.
Shafts not in active use shall be covered with traffic plates where possible. Shafts not in use that are too
large to plate shall be surrounded by a temporary chain link fence to prevent unauthorized use or access.
Shafts in active use shall be surrounded with a temporary chain link fence to prevent unauthorized entry
or access between work days.
Construct ESS in such a manner as not to disturb the state of soil adjacent to the excavation and below
the excavation bottom.
Employ construction methods that prevent the spillage of excavated materials, drilling slurry, or concrete
onto streets, sidewalks, or other facilities. If spillage occurs, clean up immediately.
Transport and dispose of all excavated materials properly. Excavated materials shall be transported in
trucks. Use only the disposal sites identified in the submittals.
All temporary construction and incidental items associated with ESS construction such as, but not limited
to, lighting, barricades, fences, steel plating, ladders, Work platforms, ramps and roadways shall conform
to the applicable reference codes or regulations.
Perform utility locates prior to construction of ESS. Measures shall be taken to adequately protect all
utilities, structures, and other existing facilities from damage during construction. Utilities that cannot be
adequately protected shall be relocated prior to shaft construction. Provide repairs for any damages
caused by construction activities.
All welding shall conform to AWS D1.1.
Secant piles shall be installed by pre-boring or other approved pre-excavation methods to the tip
elevation shown on approved shop drawings. Pre-bored holes shall be cased or pretreated by other
means to prevent over-excavation and ground loss. Prevent pre-bored or other pre-excavated holes from
collapsing. Pre-bored holes shall be utilized for the full perimeter of the ESS.
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• Fill pre-bored holes with structural concrete to final structure excavation bottom and install the piling
plumb therein.
• Fill the remaining pile length with lean concrete, completely encasing the pile.
• Place concrete from the bottom of the hole upwards by means of a flexible pipe connected to a
hopper.
Sheet pile ESSs shall have sheet piles installed in plumb position with each pile interlocked with adjoining
piles for its entire length so as to form a continuous diaphragm throughout the length of each run of wall,
bearing tightly against original ground. Install sheeting to depth shown in the approved shop drawings.
Prior to initiating penetration through the shaft wall, securely install shaft entry/exit seals specified in the
appropriate trenchless construction section of this document.
Provide quality control, testing, and inspection as required by the Owner and in accordance with
submittals.
Both ESSs shall be completely deconstructed and removed after construction is completed. No part of
the shafts shall be allowed to remain post construction.
During backfilling, temporary support elements shall not be removed until alternative support is
available. Removal of the ESS shall be performed in a manner that will not disturb the pipeline, the
compacted backfill, or adjacent construction or facilities. Immediately fill all voids created by the removal
of the ESS with controlled density fill, lean concrete, or cement grout, as approved by the Owner.
The Contractor shall remove all construction debris, spoil, slurry, oil, grease, and other materials from all
shafts, and all surface Work areas upon completion of the installed pipeline.
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:
1 �******�
The monument will be furnished and set by the Engineer or by the Contractor supplied Surveyor.
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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.
8-13.5 Payment
� Section 8-13.5 is supplemented by adding the following:
�******)
"Reset Existing Monument" per each.
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Resetting an existing monument impacted by construction shall be incidental unless included as a pay
item in the Schedule of Prices.
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8-14 CEMENT CONCRETE SIDEWALKS
8-14.3(4) Curing
Section 8-14.3(4) is replaced with:
�******�
The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall
prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent
shall be applied immediately after brushing and be maintained for a period of 5 days.
The Contractor shall have readily available sufficient protective covering, such as waterproof paper or
plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather.
During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic
shall be excluded for such additional time as the Engineer may specify.
The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed
concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be
removed and replaced at the expense of the Contractor.
8-14.4 Measurement
Section 8-14.4 is supplemented by adding the following:
�******�
When the Contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement
shall include all costs for the complete installation per the Plans and standard details including expansion
joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of
excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all
other Work, materials and equipment required per Section 8-14, shall be included in the per each price
for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as
separate pay items.
If the Contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the Plans call for such
installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter
and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the
payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete."
8-14.5 Payment
Section 8-14.5 is supplemented by adding the following:
�******�
"Curb Ramp, Cement Concrete," per each.
Payment for excavation of material not related to the construction of the sidewalk but necessary before
the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the
provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and
disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown,
and shall include all costs thereof in the unit contract price per square yard for "Cement Concrete
Sidewalk" and the per each contract price for "Curb Ramp, Cement Concrete."
8-22 PAVEMENT MARKING
8-22.1 Description
The following item in Section 8-22.1 is revised as follows:
�******�
Crosswalk Stripe
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)
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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 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 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. See
detail sheet.
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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:
�******)
A manufacturer's technical representative need not be present at the initial material installation to
approve the installation procedure.
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,
' constituents of the mixture at the time of acceptance shall conform to the following tolerances:
Non-statistical Commercial
Evaluation Evaluation
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Aggregate, percent passing
1", 3/", %2", and 3�'8" sieves
U.S. No. 4 sieve
U.S. No. 8 sieve
±6 %
±6%
±6 %
±8%
±$ %
±g /
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ISSUED FOR BID
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U.S. No. 16 sieve
U.S. No. 30 sieve
U.S. No. 50 sieve
U.S. No. 100 sieve
U.S. No. 200 sieve
Asphalt Binder
±4%
+40/
+40/
+3�/
±2.0%
±0.5%
±6%
±6%
±6%
±5%
±3.0%
±0.7 %
VMA
VFA
Va
1.5% below minimum value in 9-03.8(2)
minimum and maximum as listed in 9-03.8(2)
2.5% minimum and 5.5% maximum
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.
9-03.22 Cement-based Grout for Abandoning Existing Utilities
Section 9-03.22 is a new section:
�******�
The Contractor shall submit a mix proposal, to be approved by the Engineer, for Cement-base Grout for
Abandoning Existing Utilities prior to commencing work on this item.
Cement-based Grout for Abandoning Existing Utilities shall be equal to a 1-sack mix and the materials shall
conform to the following:
Cement: This material shall be Portland cement as specified in section 9-01.
Aggregate: This material shall meet the requirements for fine aggregate as specified in section 9-03.1.
Water: Water shall conform to the provisions of Section 9-25.1.
with an allowable tolerance of + 10 percent.
9-08 PAINTS
9-08.8 Manhole Coating System Products
Section 9-08.8 is a new section and subsections:
(s::*r*)
9-08.8(1) Coating Systems Specification
A. High Solids Urethane
Coating
System:
Coating
Material:
Surfaces:
Surface
Preparation
C1
High Solids
Urethane
Concrete
In accordance with
SSPC SP-7 (Sweep
or brush off blast)
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Application
System
Thickness:
Coatings:
Color:
Shop/Field: The
drying time
between coats shall
not exceed 24
hours in any case
6.0 mils dry film
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)
White
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES
9-23.9 Fly Ash (RC)
Section 9-23.9 is revised as follows:
�******�
Fly ash shall not be used around water lines.
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STAN DARD P LAN S
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' City of Renton
Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project
, W W P-27-03812
Standard Plans List
' 1. 110 — Transverse Patch for Flexible Pavement
, 2. 400.1— Standard Sanitary Manhole
3. 400.2 — Standard Sanitary Manhole Shallow (Flat Top)
4. 400.4 — Typical Utility Cover Adjustment for Pavement or Overlay
' S. 400.5 — Abandon Manhole
6. 401— Manhole Frame and Cover
' 7. 402.2 — Inside Drop Connection For Sanitary Manhole
8. 403.1— 8" or 6" Cleanout for Sanitary Sewer Main
9. 405 — Pipe Bedding for Sanitary Sewers
, 10. 407 — Typical Side Sewer Connection For Sewer Main Replacement
11. 410 — Air Test Table (Low Pressure) for Sanitary Sewers
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2" HMA OR ACP CLAS
TRAFF
2" TO 6" HMA OR ACP CI
OF CURB OR
OF PAVEMENT
ENTER LINE OR
ANE LINE
VARIES: 6.5' MIN.
1� 1� VARIES -{ � 1� � DEPTH OF EXISTING PAVEMENT
MIN MW � ( MIN MIN
__ ... . .........__ __ _
_ _..... _
_ ... ..._. _....... .....__ ...... ......... _ _ _ . ...........
� �/ ////, � //////,
�
�V `HMA OR ACP CLASS 'B' (SEE NOTE 2)
////
� �2" NMA OR ACP
CLASS 'B'
2�� SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR-4000W.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSOOT STANDARD SPECIFICATION 2-09.4)
PLUS AN AL�OWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHAL� MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
1`SY O
� � � PUBLIC WORKS
��N�o$ DEPARTMENT
6" CRUSHED SURFACING TOP COURSE
COMPACT TO 95% MODIFIED PROCTOR.
CRUSHED SURFACING TOP COURSE, OR
NATIVE MATERIAL IF APPROVED IN WRITING
BY THE ENGWEER, COMPACT TO 95�
MODIFIED PROCTOR.
PIPE ZONE BEDDING. MATERIAL AND COMPACTION
AS REQUIRED BY THE WSDOT STANDARD
SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT
INSTALLED.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH ST'D. PLAN - 110
FOR FLEXIBLE PAVEMENT
MAY 2009
� 6.5' MIN. --I
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
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SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS iN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
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CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
'A' 'B' 'C' 'D' 'E'
� 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21'� I.D.
54" MH 54" B" MIN. 5.5" MIN. 24" MIN. 24" I.D.
60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D.
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1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROU7ED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY• BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EOUAL; 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 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EOUAL.
11. IN UNIMPROVED AREAS, MANHO�ES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVItJG.
G��Y �.t+
� PUB�c woRxs
' ;� �„ ,$ DEPARTMENT
F�O
STD. PLAN - 400.1
STANDARD SA9�lITARY IVIAMHOI.E
SEPTEMBER 2011
�
NOT TO SCALE
�
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
v a � °
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r MANHOLE FRAME AND COVER
PER DRAWING 401.
�
4" MIN. TO
� 12" M AX.
o,a� $�4
1
24" -� a
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.: > �
4� 54..
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'0 ' . - oV . . , y a.
a V p � ' D . • � a. . .o. .
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^ ' .a� .. . o' 'Q ' • • �. � . . a �. . � � „
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NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INS7ALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS 70 BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND �10RTAR N Y. BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. '
TNE USE OF SH�MS I PROHIBITED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCIUDING 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 AST�A 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.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIA�UM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIA�fETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
C���Y �.t�
� (� � PUBLIC WORKS
-�`�6 DEPARTMENT
��NT�
SANITARY MANI-IOLE �' P� - �'2
SHALLOW SEPTEMBER 2011
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PATCHED AREA
G
SEAL Wi TH AR 4000 OR APPROVEO
EOUAL A�D DRY SAND AFTER
PATCH�NG
PLAN
NTS
A
BRiCKS. SEE NOTE �4. ,.� ..., v.,
DEPTH OF CLASS "8"
ASPHALT TO BE 2" BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MiNIMUN OF B" WHICHEVER
IS GREATER.
MOrt IAK JV11V I�,) �J�6 MIIV.) �CC �
NOTE 3 AND SPECIAL PROVISON
7-05.3(1).
SECT�ON A-A
NO7E5
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR
FEET. ADJUS7 CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN
400.1.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF
CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
�Y
�(• '° PUBL[C WORKS
��J� DEPARTMENT
N'C
3. ALL JOINTS BETWEEN THE CONE, ADJUS7MENT RINGS,
BRICKS AND FRAME SHALL BE GROUTED
4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE
STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND THE
USE OF SHIMS IS PROHIBITED.
TY�IC�►L UTILITV COVER
ADJUSTMEaIT FOR
PAVEMENT OR OVERLAY
31'D. PLAN — 400.4
_ zy �
D�tE
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IN ROADWAYS, RESTORE PER
STANDARD PLAN 110.1.
OUTSIDE OF ROADWAYS, RESTORE
TO MATCH THE ADJACENT AREA.
COMPACTED SAND,
GRAVEL BORROW OR CDF
�:
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�' CONCRETE PLUG
' (MINIMUM OF 12" IN LENGTH)
DRAINAGE HOLE
(TYPICAL)
N�TES:
1. DRILL A MINIMUM OF 4- 2" DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE.
2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE.
3. FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR CDF.
4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED
WITH THE FILL �IATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER.
5. THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF.
REMOVE MANHOLE COVER,
FRAME, ADJUSTMENT RINGS
AND CONE (OR FLAT TOP)
TO A DEPTH OF AT LEAST
4 FEET BELOW THE FINISHED
GRADE ELEVATION.
f �
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CONCRETE PLUG .
(MINIMUM OF 12" IN LENGTH) ,
G~�Y �.�+
� � * PUBLJC WORKS
,�� �o� DEPARTMENT
STD. PLAN — 400.5
ABAPIDOId MAQJ�IOLE
JANUARY 2011
LJ
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BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' C586r�r,>
iliA R.C. (SFF �FTAIL)
I yY`
V
RENTON
SEWER
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COVER & FRAME
PLAN VIEW
25' DIA.
C635nr�] 1'
3/4' �2SMM�
[19r�r�]
�
I I 8 3/4' �� 2 1/2'
F� C222ron7 [64nn]
TYP
COVER SECTION VIEW
3) BLT SOC. CALLEN HEAD)
5/8'-11 X 1.5 SS
\ RUBBER WASHER
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26 1/2' DIA
, C673r�r�]
25 1/4' DIA
C641roM7 1 1/16'
1/4' C6Mn) D[A C27nM]
' NE�PRENE GASKET -
f �
1 6.
[151 r�n]
, 5/8' � 23 3/8' DIA CL �PEN
C16r,r�] C594r�M]
27 5/16' DIA
' C694r,M]
34 1/8' DIA
C867r�M] NOTES:
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EON BOLTING DETAIL
1/4' 1 1/16'
[6nn] � [27r,r�]
�.a• � 1
taM�,�
1/B'
[R3nn]
GASKET GROOVE DETAIL
�RAME 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
"SEWER"), OR WATER (SPECIFY "WATER").
ti'�Y o STD. PLAN — 401
�� � PUBLIC WORKS MAN�iOLE FR61ME AND COVER
DEPARTMENT
�. DECEMBER 2008
�
COVER BOTTOM VIEW
i
ER" BRAND STAINLESS
ADJUSTABLE CLAMPING
ETS OR APPROVED EQUAL
JD
E DIAMETER OF
WNSTREAM PIPE
NOTES:
1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON
APPROVAL BY THE WASTEWATER UTILITY SECTION.
2. ALL PIPES AND F�TIINGS SHALL BE SIMILAR 51ZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHO�E SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EOUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REOUIRE A LARGER OIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACI►JG OF 4 FEET
ON CENTER. BRACKETS SHAL� BE ATTACHEO UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
TY
* �+ PUBLIC WORKS
�' DEPARTMENT
nr�'N'C O�
3TD. PIAN — 402.2 '
lMSIDE �YtOIP CONQdECT00P1 PRovEu:
�OR S�►IdITA�V Mi4QdC�lOL� �,,,,,�,Jl�Ij,��il�^ U�l�,jl
'�
TCC /'1C A DDDlIDDI � TC C17C
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� o��
�a�o�
� o SEWER �
000��
� oao
RECESSED
LIFT POCKET
3/4" LETTERING "SEWER"
(2) BOLT 50C. (ALLEN HEAD)
5/8" - 11 X 1.5 STAINLESS
STEEI
REF. PART f�00981177
�--� 1-3/16"
\* \\\\\\\\\\\\\\\\\\\\\\*�
_���
CAST IRON RING ANp COVER
45' (1 /B) BENO
OR
DABLE
PIPE MATERIAL AS SPECIFIED
8Y THE ENGINEER
NOTES:
1. 8� AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT N0. 00369803) �t APPROVED EQUAL CLEAN OUT SHALL BE A WATER 11GHT ASSEMBLY.
2 IN UNIMPROVEO AREAS, POUR A 1'-0" THICK, 2'-0" SOUARE
CONCRETE, CLASS 3000, PAD AROUND 1HE RING ANO COVER.
, ( • PUBUC WORKS
�.
� DEPARTMENT
�
S" O!i 6" CLEANOUT
FOR SANITARY SEWER MAIN
sro. Puw - ao3.i
Not to Scale
FRAME
��_��� r.... „ o'_n��
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) �
FOUNDATION LEVEL ,
�- W (SEE NOTE 7) -
� �, ,, ��� : �
%%, %ii; � �'� , '
�: �;;�' ,
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j;�/ /, �
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r � � � ./��,;�
BEDDING FOR SANITARY SEWER PIPE
LIMITS OF PIPE ZONE
�'_�.,
O.D. OF PIPE
�
6"
NOTES;
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDlNC MATERIAL TO 45X MAX. DENS TY EXCEP7 DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATiON SHALL BE PER SEGTION 7-OB OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MA7ERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL 8E PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
PIPE BEDDING
FOR SANITARY SEWERS
STD. PLAN - 405
• PUBt,IC WORKS
a DEPARTMENT
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R/w
� SURFACE CLEANOUT WITH '
I CAST IRON RING AND COVER I
(EAST JORDAN IRON WORKS PRaDUCT N0.
� 00367502 OR APPROVED EOUAL, SPECIFY
'SEWER' ON L1D), (SEE STD. PLAN 403.1
FOR INSTALLATION)
� ----- � �
,� �---------
•------- --------------------T— � —
JM EAGLE
� -- —.I TNREADED
BEND AS � ��AN—OUT
EXISTING 6" SEWER S1UB REQUIRED ADAPTER HUB
(REMOVE TO R/W) dc PLUG OR
APPROVEO EOUAL
�EXIS7ING SANITARY SEWER MAIN
(REMOVE) __---------��__--
�'�� �___--------- —_� ��
� `+ ----"^�__`--__—
�`_�r---- � 6'X6'X6' WYE
BEND A5 REQUIRED �
(NOT TO EXCEED 45')
� SEWER MAIN SI2E X 6" TEE
PROPOSED SEWER MAIN
6" SEWER STUB
NOT 70 SCALE
6"x 4" REDUCER
EXISTING 4' Si�E SEMVER
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PUBLIC WORKS I TYPICAL SIDE SEWER CONNECTION
DEPARTMENT FOR SEWER MAIN REPLACEMENT
STD. PIAN - 407
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PROCEDURE:
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR
ALLOW 2�AINU7E5 FOR S7ABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 A�INUTES
AIR AS REOUIRED TO STABIUZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS
AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIAIE OF THE DROP FROM
3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS
THAN THE T1ME SHOWN ON THE ABOVE TABLES.
�'o.�Y �'`' PUBLIC WORKS A►�i� TEST TABLE STD• PLAN — 410
* is� � DEPARTMENT ( LOW PRESSU RE )
��'NT�� FOR SANITARY SEWERS MARCH 2O08
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Append ix A
1
Construction Record Drawings for
1
� WSDOT Retaining Wall
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f�n. � a L SR 169 STAGE 2- MfiDEPdEPoG ARlD SR 595 IRITERCHAi�GE PROJEC�
i QUALITY ibiAfdAGE�AEWT PLAR9.
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IIP10,
tRIDOE PLAPIS
TCH BASIN
LBOT
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iLAB
o m �
SCALE lN FEET
9-�05 Cerr�dur ue ign-Builders
< (Q
REL�AS�D FO C NSTRUCTION
�►Lo����w� coo�������� ����
STATION fdORTHIPlG EASTIPdG
P08 PC RtlU12 1+00.00 174121.180 1300218.184
PT RW12 2+10A4 174186.388 17�0.121.168
POE RUU72 2+20.00 174167.948 1300330.581
����� ����
P.I. STATIOV� DELTA RADIUS TAWGEfVT LEPdGTH P10RTHING EASTIP1f3
RVU12 1+8b.?A S'28'11.4" LT 9841.38' 66.24' 110A4' 174136.6�9 1300288.174
LEGEI�D
�g, � sor� f+o�s �wsnno AND PfE1RQ
- sT — s7 — ST — STORGI DRAIRI
� Dp — OP — DP — DRAIPI PIPE
- uD — uD uD — UNDERDRAIFd PIPE
- s� -- s� -- s; -- EXIST1Pi0 8TORR7 DRAIId UME
- w - - v� - - ;� - - EXt8T1P10 STORG'N DRAIPI LJIdE
� CdTCH BASIAI TYPE 1 AAID 2
tlYRH ORATE OR COAtCRETE IAIIET
m (iRATE IPILET TYPE 2
O !'�ANHOLE OR CATCH BA31N TYPE 2
IMTH CIRCULAR FRAAAE AND COVER
� CLEAftlOIJT
� EXISTiPIG SI(iN
� EXISTIAIG FIRE HYDRAPdT
O� ) LUHllPlAIRE
!,� STREAI� BUFFER
DITCH
- RETAIPiIP10 WALL
-•--•--•--.._..-•- COldDUR
--------__ TEC7PORARY COA137RUCTIOPf
EASE06ENT UPIE
� ....................... RfOHT OF tlYAY
-x x—x—x—x— FEWCE
-i—i—�—i—�— GUARDRAIL
� TYPE 1 JUIdCTIOfd BOX
� TYPE 2 JUIdCTiON BOX
� TYPE 8 JUIdCTIOi�d BOX
� PIECIA JUNC710id BOl(
l'�EDIA FlLTER DRAIPI (eAFD)
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1. UTILITY LOCAT101N AIdD ELEVATIONS ARE APPRO7Ul1�ATE A�D IdEED TO BE
FlELD VERIFIED. 8EE U7'ILI1Y PlAN3.
2 FOR UTll.l'TY RELOCATlOfd8, SEE U17LfTY PLAId3.
3. WALL TREATL�IENT SHALL BE ASHLAR STOPtE BLOCK PATTERAI, SEE DETAII
Otd SHEET tlV-PSP-1.
4. SEE SHEETS R-12-2 APdD R-123 FOR TYPfCAL SEC110PdS AItlD DETAILS
OF tiRAVITY BLOCK WALL
e. �rtoFn� �n�nr sHews eacK of nae uuau.
B. SEE SHEEr RM-0-01 FOR WAIL TYPE.
7. SEE PROFILE FOR BLOCa lAYOUT.
8. FOR &lEDtA FILTER DRAIPI DETAiL, SEE 9HEET DRD-0-07.
8. D(ISTIPf(3 8' DUCTiLE IROP! WATER UME UNI�dOUiflV LOCATION APdD ELEVATION. FlELD VERIFY.
IF COPdFlJCT 1RfITH WALL, FIELD ADJUST PiEW FIRE HYDRAPR IQCATlOPI AS
DlRECTED BY EP1t31PlEER. SEE UTILfTY PLAk3.
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1. SEE SHEET'S R•12-1 A(dD R-12�J FOR BLOCK UVALL LAYOUT AWD 3ECTIOId8.
2. TOP BLOCK SHALL HAVE A FLAT TOP.
3. FULL BLOCK DIINlEPISIOid9 ARE 28'x 2.8'tt B.0'.
Ha� eioca aaaerasw�s ar� �.ss A a.a' u B.G.
4. CONMECT WALL UPIDERDRAIPI PiPE TO AAFD UP�DERDRAIPI PIPE APdD OUTLET
DRAIN P[PE AS SFIOMWV OPI SHEET DR-0-O2
6. 7' lAII�IClU�I EXCEPT AT UNDERDRAIPI CROSSIPdG WHERE
ORAVEL BORROW THICL9VESS SHALL BE 1.8'.
6. tlVAL1 TREATNdENT SHALL BE ASMLAR STONE BLOCK PATTERN, SEE SHEET W-PSP•1.
7. FOR N9EDIA FILTER DRAIId CE'fAIL AT WALL, SEE SHEET ORD-0a7.
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0+93.Q0 57.49 52.5 55.70 52.48 50.48 49.48
0+95.06 57.60 52.6 55.81 52.53 50.48 49.48
1+00,00 57.86 53.6 56.55 53.62 50.91 49.81
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WOTEB:
1. FOR 8TANDARD C.I.P. tlYALL FQ071A10 AND WALL RE[MFORCEP�EPtT DESIOPI IPIFORA7AT10AI, SEE W$DOT
STANDARD PLAid Q10.10-00 FOR TYPE 1 C.I.P. WALL
2. SEE BRlDt3E PLAPIS, 8HEET TH-0-01 FOR WALL 1?A TIE-IA1 TO TAL80T R�AD APRROACH SLAB tlNiDENIPIO.
9. ALL Qil:lEAlSIOfdS AA1D ELEbATiQRJ,9 SHALL BE VER1PfE� Ild THE FlELD.
4. ALL COPlCRETE SHALL BE CLA88 400a.
8. l!T(LITY LOCA710N AfdD ELEVATION8 ARE APPROI(IP�ATE AND NEED TO BE FIELD dERIFIED. SEE llTiLITY PUUdB.
8. THE DE813{tl WALL HEtOHT AS SFW1Al�1 IPI PLAPdB 18 I'�EASURED FRO!`9 TOP OF WALL TO BO7TOAA QF FOOTIPtO.
SEE WSDOT STAfdDARD PLAP1 D-10.1400.
7. WALL TREAT&�ttlT 8HALL BE A8HLAR 8TOAdE BLQCK PATTERtd, SEE SHEET Mtl-P8P-1.
8. 1RI�EP HOLE 18 8" ABOVE FlNI8NE0 ORADE AT FACE QF WALL 9EE III�QOT
STAPIDAOtD PLAPd Q10.10-0D FOR C.I.P. WALL DETAILB.
8. PROPILE d1EtAI 8HdW8 BACK OF THE WALL
10. SEE SMEET Rtd�01 FOPt WALL T1fPE.
11. 1{NSTALL 48° BEPdDS IPI tlUALL 12A UAtOERDRAIPI AT CORRIER OF WALL, APiD CQ7dP1ECT TO WALL 12 UfdDERDRAIM.
PROMQE CLEAPdOUT FOR URID�RRDRA(kS AS SHOWN.
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1+39 80.20 70.5 78.18 71.20 70.20
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LEGEi�D
- sT - sT STOR� DRAIN
- OP - DP • DRAGY PIPE
- w - uo uaDERDRAIAI PIPE
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EXIS711tl(i FIRE HYDRAPtT
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�p UHALL HEItiFiT (FT)
O CLEAPdOUT
�0���:
1. FOR STAWDARD C.I.P. WALL FOOTiPdG APID WALL REIAIFORCEl�F1VT DESltiltl IMFORWATtOAI, SEE
W8D0T STAPIDARD PLAPi D10.�0-00 FOR TYPE 8 C.I.P. WALL
t ALL DI69EWSIOPdS AND ELEVATIOP{8 SFIALL BE YERIF(ED IPI THE FIELD.
3. ALL COtdCRETE SHALL BE CLASS 4000.
0. UTILITY LOCATIOA! AND E1.�1/ATION8 ARE APPROlOk9ATE AIdO WEED TO BE FIELD VERIFIED. SEE UTiLRY PLAPlB.
6. SEE SHEET YV-PSP-21 FOR PRECAST RETAIRtINO 1WALL CAP DETAtt.8.
Q UVALL TREA7�EPIT SHALL BE A9HLAR STOkE BLOCK PATTERRI. SEE DETAIL Odl SHEET W�SP-1.
7. WEEP NOLES ARE 8' ABOVE FIId18hIED QRADE AT FACE OP UtlALL SEE WSDOT 8TAqpARD PLAItl D-10.3�00
AR1D BHEET W-PSP-23 FOR C.I.P. WALL DETAILS (1'YPE 8).
�. PROFIIE VIEUV StidW3 FACE OF THE UtlALL
8. 7HE DESION WALL HFJGNT A8 St� Ik PLAPt8 IS 147EASURED FROE7 TOP Of WALL TO BOTTONI OF FOOTIPIO.
SEE SNEET tl1�PSR25.
10. UPIDERDRAIPI PIPE SHALL BE pdSTALLED WtTH POSfTiVE SLQ?E FOR DRAIPIAGE, SEE SHEET W-PSP-2S.
11. 1TIE OEOTECHNtCAL EPlGIR1EER FOR 7HE DESIGN$UILDER tlUILL BE OA431TE, DURIPIG EXCAVATIOM kEAR THE OQINE H013T FOUPlDAT10Pl.
12 FOR CONTOUR ORADiNO AT THE EX{871idO �IPIE HOI8T FOUPIDATIO�d, $EE 8HEET C(i0-G8.
13. THE E7(tSTiPDCi E�IP1E HOIST FOUPIDATi0P1 APiD PLAQUE ARE PfOT TO 8E DISTURBEO.
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� o Q�� I-5 TO SR 969
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'"`�� L--:,,_ D�p�ebnen4 of Tranapoe4a�lon
�� z._�'`�`.'-._ ;: PdETAIRlIi�G HUALL R!�l93 PI..i4M-PRO�ILE
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Appendix B
WSDOT Permits
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MlE�hi�on St,�M
�p�rrr�nt of Tra�spor#atrnn
City Construction and
Maintenance Permit
Permit No.
Please print of type all information
Application is hereby made for Construction and Maintenance of City Utilities Located Within state-owned Limited
Access Highway Right of Way Pursuant to RCW 47.52.090
The intended Use of Limited Access State-owned Right of Way is to Construct and Maintain a:
Sanitary sewer system on a portion of
State Route 405 (aUfrom) Mile Post 2.72 to Mile Post 2.75 in KING County,
to begin in the NE 1/4 Section 19 Township 23 North Range 5 East W.M.
and end in the NE 1/4 Section 19 Township 23 North Range 5 East W.M.
CITY OF RENTON
Applicant (Referred to as City) Applicant Authorized Signature
1055 South Gradv Wav David Christensen
Address Print or Type Name
Renton WA 98057 Wastewater Utilitv Enqineerinq Supervisor
City State Zip Code Title
(425) 430-7212
Telephone Dated this day of , 2016
Authorization to Construct and Maintain
The Washington State Department of Transportation, referred to as the "Department," pursuant to the provisions of RCW 47.52.090,
hereby grants this Construction and Maintenance Permit subject to the terms and conditions stated in the General Provisions, Special
Provisions, and Exhibits attached hereto and by this reference made a part hereof: Construction of facilities proposed under this
application shall begin within one year and must be completed within three years from date of authorization.
For Department Use Only
Exhibits Attached Department Authorization
Exhibit A Special Provisions
By:
Exhibit B so°�o Contract Provisions Martin Palmer
Exhibit C 90% Contract Plans
Titie: EngineeringManager, NWR
Exhibit D Right of Way Plans
Date:
DOT Form 24-035 EF
' Revised 07/2011 Page 1
DI�Ft 03/02/201G I�OT FOR SIGNA"IURE — FOR REVIEW �TD COI�II��IENT OI�LY '
General Provisions (City Construction and Maintenance Permit)
The City shall notify the following Department representative, in writing, at least Seven (� calendar days in
advance of commencing Construction or Maintenance work within state-owned limited access highway right of
way.
Department Representative:
Name: Lisa Hodgson
Tit�e: Project Enqineer
Address: 600 — 108th Avenue NE, Suite 400
Bellevue, WA 98004
Phone Number: (206) 437-7242
Upon authorization of this Construction and Maintenance Permit, the City shall diligently proceed with the work
and comply with all provisions herein. Construction of facilities proposed under this Construction and
Maintenance Permit must be completed by November 30, 2016. "Work" under this Construction and Maintenance
Permit shall mean construction, operation, and maintenance of the City's facilities as authorized herein.
Prior to the beginning of construction, a preconstruction conference shall be held at which the Department, the
City, and the City's contractor (if applicable) shall be present. The City shall give a minimum Ten (10) working
days (Monday through Friday excluding any holidays) notice to the DepartmenYs representative(s) prior to the
pre-construction conference.
Should the City choose to perform the work outlined herein with other than its own forces, a representative of the
City shall be present on-site at all times unless otherwise agreed to by the Department. All contact between the
Department and the City's contractor shall be through an authorized representative of the City. A list of
authorized representatives shall be submitted prior to the construction start date. (Authorized representatives are
defined as persons having signatory authority for the City and or the authority to control the Work as needed for
any issues identified by the Department.) Where the City chooses to perform the work with its own forces, it may
elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with
this provision shall be grounds for restricting any further work by the City within the state-owned limited access
highway right of way until said requirement is met. The City, at its own expense, shall adequately police and
supervise all work on the above-described project by itself, its contractor, subcontractor, or agent, and others, so
as not to endanger or injure any person or property.
5. All City facilities occupying state-owned limited access highway right of way shall comply with applicable minimum
clearance, depth, encasement and Control Zone requirements as specified in the Washington State Department
of Transportation Utilities Manual M 22-87, and revisions thereto.
6. The City shall require its contractor to provide a surety bond in the full amount of the contract, written by a surety
company authorized to do business in the State of Washington. The surety bond shall remain in force until all
construction under this Construction and Maintenance Permit has been completed, and the City's contractor has
restored any affected Department property and right of way to the satisfaction of the Department.
The City must provide proof of the following insurance coverage prior to performing any work within right of way:
a) Commercial General Liability covering the risks of bodily injury (including death), property damage and
personal injury, including coverage for contractual liability, with a limit of not less than $3 million per
occurrence and in the aggregate;
b) Business Automobile Liability (owned, hired, or non-owned) covering the risks of bodily injury (including
death) and property damage, including coverage for contractual liability, with a limit of not less than $1
million per accident;
c) Employers Liability insurance covering the risks of City's employees' bodily injury by accident or disease with
limits of not less than $1 million per accident for bodily injury by accident and $1 million per employee for
bodily injury by disease.
Such insurance policies or related certificates of insurance shall name the Washington State Department of
DOT Form 24-035 EF
Revised 07/2011
PERMIT
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Page 2 ,
1 DI�FT 03/02/201G [�TO"I' FOR S1GNA'fURE - FOR REVIEW ANU COI��iMENT OI�L�'
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Transportation as an additional insured on all general liability, automobile liability, employers' liability, and excess
policies. The City may comply with these insurance requirements through a program of self-insurance that meets
or exceeds these minimum limits. The City must provide the Department with adequate documentation of self-
insurance prior to performing any work within state-owned limited access highway right of way. Should the City no
longer benefit from a program of self-insurance, the City agrees to promptly obtain insurance as provided above.
A forty-five (45) calendar day written notice shall be given to prior to termination of or any material change to the
policy(ies) as it relates to this Permit.
Work within the state-owned limited access highway right of way shall be restricted between the hours of 7:00 AM
and 8:00 PM, and no work shall be allowed on the right of way on Saturday, Sunday, or holidays as defined by
RCW 1.16.050, or the day before a holiday or a holiday weekend, unless authorized by the Department.
All of the work shall be done to the satisfaction of the Department. All material and workmanship shall conform to
the Washington State Department of Transportation's Standard Specifications for Road, Bridge, and Municipal
Construction, current edition, and amendments thereto, and shall be subject to inspection by the Department. All
Department inspections and acceptance of state-owned limited access right of way restoration are solely for the
benefit of the Department and not for the benefit of the City, the City's contractor (if any), or any third party.
10. During the construction and/or maintenance of this facility, the City shall comply with the Manual on Uniform
Traffic Control Devices for Streets and Highways (Federal Highway Administration) and the state of Washington's
modifications thereto (chapter 468-95 WAC). If determined necessary by the Department, the City shall submit a
signing and traffic control plan to the DepartmenYs Representative for approval prior to construction or
maintenance operations. No lane closures shall be allowed except as approved by the DepartmenYs
Representative. Approvals may cause revision of special provisions of this Construction and Maintenance Permit,
including hours of operation.
11. No excavation shall be made or obstacle placed within the limits of the state-owned limited access highway right
of way in such a manner as to interfere with the construction of, operation of, maintenance of and/or travel over
the highway, unless authorized by the Department in writing.
12. If the work done under this Construction and Maintenance Permit interferes in any way with the drainage of the
state highway, the City shall wholly and at its own expense make such provisions as the Department may direct to
fully mitigate the drainage impacts.
13. For any of the City's work that requires permit coverage under the "CONSTRUCTION STORMWATER GENERAL
PERMIT — National Pollutant Discharge Elimination System and State Waste Discharge General Permit for
Stormwater Discharges Associated with Construction Activity° (hereinafter "Construction Stormwater General
Permit"), the City shall obtain said permit coverage and shall comply with all requirements of the Construction
Stormwater General Permit. Upon Department request, the City shall provide a copy of the Construction
Stormwater General Permit. In addition, the City, on behalf of itself and its contractors, officers, officials,
employees, and agents, agrees to indemnify, hold harmless, and defend at its sole cost and expense the
Department, its officers, officials, employees, and agents from any and all fines, costs, claims, judgments, and/or
awards of damages (to regulatory agencies, persons, and/or property), arising out of, or in any way resulting from
the City's failure to (1) obtain coverage under the Construction Stormwater General Permit for utility work or (2)
comply with the Construction Stormwater General Permit requirements.
14. Upon completion of the work authorized by this Construction and Maintenance Permit, all rubbish and debris shall
be immediately removed and the state-owned limited access highway right of way shall be left neat and
presentable to the DepartmenYs satisfaction. City agrees to take corrective action if directed by the Department.
15. If any construction or future maintenance of the facilities covered under this Construction and Maintenance Permit
involves equipment or personnel crossing limited access boundaries at grade, the City shall secure an access
break from the Department prior to commencement of construction or maintenance activities.
16. All facilities placed within state-owned limited access highway right of way by the City under this Construction and
Maintenance Permit shall remain the property of the City and may be removed at any time by the City. Prior to
removal, the City shall notify the Department and submit a plan for removal of the facilities. Additionally, in the
event that all or any portion of the facilities are no longer used, the City shall submit a plan and schedule removal
of the facilities. Upon removal of any facilities under this section, the City shall restore any affected Department
property or state-owned limited access highway right of way to a condition satisfactory to the Department.
DOT Form 24-035 EF
' Revised 07/2011 PERMIT Page 3
URr�"T 03/02/2016 I�OT I=�JIZ SIGNA'[URE - t 0R I�VIEW AND COT�1�'IENT ONLY �
17. If the Department, in its sole discretion, shall determine that any or all of the City's facilities must be modified,
removed or relocated from the state-owned limited access highway right of way as being necessary, incidental, or
convenient for the construction, repair, improvement, alteration, relocation, or maintenance of the state highway,
or for the safery of the traveling public, the City, its successors or assigns, shall at its sole cost and expense, upon
written notice by the Department, modify, relocate or remove any or all of its facilities from the state-owned limited
access highway right of way as may be required by the Department. The City shafl timely perform all facility
modifications, relocations and/or removals as the Department directs to avoid highway project delays and in such
manner as will cause the least interference with the continued operation and/or maintenance of the highway or
disruption of traffic.
18. Should the City fail or refuse to comply with the Department's direction to modify, remove, or relocate any City
facilities, the Department may undertake and perform the work, and the City agrees to pay the DepartmenYs
reasonable cost and expense for perForming the work. The Department shall provide to the City a detailed invoice
for the work, and the Ciry agrees to make payment within thirty (30) calendar days of the date of the invoice.
19. If the Department determines in good faith that emergency maintenance work to the City's facilities is immediately
needed to protect (a) any aspect of the state highway, or (b) to secure the safety of the traveling public, as a result
of a failure of the City's facility, such work may be performed by the Department without prior approval of the City,
and the City agrees to pay the DepartmenYs reasonable cost and expense for perForming the work. The City will
be notified of the emergency work and the necessity for it at the DepartmenYs earliest opportunity. The
Department shall provide to the City a detailed invoice for such emergency work, and the City agrees to make
payment within thirty (30) calendar days of the date of the invoice.
20. The City, its successors and assigns, agree to indemnify, defend, and hold harmless the State of Washington and
its officers and employees, from all claims, demands, damages (both to persons and/or property), expenses,
regulatory fines, and/or suits that: (1) arise out of or are incident to any acts or omissions by the City, its agents,
contractors, and/or employees, in the use of the state-owned limited access highway right of way as authorized by
the terms of this Construction and Maintenance Permit, or (2) are caused by the breach of any of the conditions of
this Construction and Maintenance Permit by the City, its contractors, agents, and/or employees. The City, its
successors and assigns, shall not be required to indemnify, defend, or hold harmless the State of Washington and
its officers and employees, if the claim, suit, or action for damages (both to persons and/or property) is caused by
the acts or omissions of the State of Washington, its officers and employees; provided that, if such claims, suits,
or actions result from the concurrent negligence of (a) the State of Washington, its officers and employees and (b)
the City, its agents, contractors, and/or employees, or involves those actions covered by RCW 4.24.115, the
indemnity provisions provided herein shall be valid and enforceable only to the extent of the acts or omissions of
the State of Washington, its officers and employees and the City, its agents, contractors, and/or employees.
20.1. The City agrees that its obligations under this section extend to any claim, demand and/or cause of action
brought by, or on behalf of, any of its employees or agents while perForming construction and/or
maintenance under this Construction and Maintenance Permit while located on state-owned limited access
highway right of way. For this purpose, the City, by mutual negotiation, hereby waives with respect to the
Department only, any immunity that would otherwise be available to it against such claims under the
Industrial Insurance provisions chapter 51.12 RCW.
20.2 This indemnification and/or waiver shall survive the termination of this Construction and Maintenance
Permit.
21. Any action for damages against the State of Washington, its agents, contractors, or empioyees, arising out of
damages to a utility or other facility located on the state-owned limited access highway right of way shall be
subject to the provisions and limitations of RCW 47.44.150.
22. This Construction and Maintenance Permit shall not be deemed or held to be an exclusive one and shall not
prohibit the Department from granting rights of like or other nature to other public or private utilities, nor shall it
prevent the Department from using any of its highways, rights of ways, or other state-owned property, or affect its
right to full supervision and control over all or any state-owned property, none of which is hereby surrendered.
23. No assignment or transfer of this Construction and Maintenance Permit in any manner whatsoever shall be valid,
nor vest any rights hereby granted, until the Department consents thereto and the assignee accepts all terms of
this Construction and Maintenance Permit. Attempting to assign this permit without Department consent shall be
cause for cancellation as herein provided.
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DOT Form 24-035 EF
Revised 07/2011
PERMIT
Page 4 '
1 DRAI-T 03/02/2016 I�TOT T�R SIGNA"I�URE - FOR I�VIEW AND COT���IENT ONLY
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Special Provisions (City Construction and Maintenance Permit)
1. A copy of this Construction and Maintenance Permit must be on the job site, protected from the elements, at all
times during any construction authorized by this Construction and Maintenance Permit.
2. The City agrees to schedule and perform its Work in such a manner as not to delay the DepartmenYs
contractor's work when the Department has a contractor performing work in the vicinity of the City's Work.
3. The City shall contact the identified Department representative two (2) weeks prior to conducting Work, to
determine the location of survey control monuments within the area in which the City will be working. In the event
any monument or right of way marker will be altered, damaged, or destroyed by the City, the Department, prior to
City Work, will reference or reset the monument or right of way marker. During the Work, upon discovery of a
monument or right of way marker, the City shall cease Work in that area and immediately notify the Department
of the discovery. The Department will coordinate with the City to ensure that the monument or right of way
marker is recorded or replaced.
4. In the event any milepost, fence, or guardrail is located within the limits of the City's Work and will be disturbed
during Utility Work, the City agrees to carefully remove these highway facilities prior to Utility Work and reset or
replace these highway facilities after the Utility Work, to the Department's sole satisfaction and at the sole cost of
the City. The City agrees that all highway signs and traffic control devices shall not be removed or disturbed
during Utility Work.
5. Upon completion of construction, the City shall provide a written notice of completion of the Work to the
Department's representative within ten (10) calendar days of the completion of construction so that the
Department may make its final inspedion. Further, the City shall provide the Region Utilities Engineer with
detailed as-built drawings within thirty (30) calendar days of completion of construction, if the originally approved
Construction and Maintenance Permit construction plans have been revised during the course of construction.
6. The City agrees to maintain, at its sole expense, its facilities authorized by this Construction and Maintenance
Permit in a condition satisfactory to the Department.
7. The Department shall not share in the City facilities' cost of operation or maintenance of any of the facilities
installed under this Construction and Maintenance Permit.
8. The City shall comply with the DepartmenYs Temporary Erosion and Sediment Control Manual (M 3103.01) and
any revisions thereto, for erosion control and/or to mitigate any erosion occurring as a result of the Work. If the
Utility Work performed under this Construction and Maintenance Permit alters, modifies, changes, or interferes in
any way with the drainage of the state-owned highway right of way, the City shall, at its own expense, make all
corrections and/or provisions the Department requires to fix and restore the state-owned right of way drainage to
its original condition and function prior to the City's Work. Should the City not make the required drainage
restoration, the Department reserves the right to make such changes as necessary to restore the original
drainage function at the sole cost of the City, and the City agrees to pay the DepartmenYs expended costs and
expenses for performing the work.
9. The City shall be responsible for securing all necessary permits not referenced in Special Provision 16, including
but not limited to, federal, state, and local regulatory, tribal, environmental, archeological, and railroad permits
and permits from the Washington State Department of Ecology, the Washington State Depa�tment of Fish and
Wildlife, and/or the U.S. Army Corps of Engineers prior to beginning the Work authorized by this Construction
and Maintenance Permit. The City shall be responsible for mitigation measures where wetlands have been
disturbed beyond the limits permitted and agrees that it is responsible for any fines imposed for noncompliance
with the permit(s) conditions or for failure to obtain the required permits. In addition, the City, on behalf of itself
and its contractors, officers, officials, employees, and agents, agrees to indemnify, hold harmless, and defend, at
its sole cost and expense, the Department and its officers, officials, employees, and agents from any and all
fines, costs, claims, judgments, and/or awards of damages (to regulatory agencies, persons, and/or property),
arising out of, or in any way resulting from, the City's failure to (1) obtain any required permit for the Utility Work
or (2) comply with permit conditions. Further, the City shall be responsible for compliance with all federal, state,
and local laws, regulations.
10. This Construction and Maintenance Permit does not authorize the City, or its employees, contractors, or agents,
any right to cut, spray, retard, remove, destroy, disfigure, or in any way modify the physical condition of any
vegetative material located on the state-owned highway right of way, except for the areas identified for clearing
and grubbing as shown in Exhibit C. Should the City anticipate that its Work will further alter the appearance of
UP xxxxxx Exhibit A Special Provisions Page 1 of 2
DI��FT 03/02/201G hTO�i' f�R SIGNATUI�. - FOR REVIEW Af�?D COI��tI�IEN"� OI�Ll' �
the state-owned highway right of way vegetation, the City shall notify the Department representative listed in
General Provision 1 to obtain the DepartmenYs prior written approval of the City's proposed work. If the
Department permits the City to modify the state-owned highway right of way vegetation, it agrees that any
vegetation cutting and/or trimming activities shall be conducted in such a manner that the state-owned highway
right of way vegetation appearance will not be damaged. Should the City damage the appearance of the state-
owned highway right of way vegetation without the DepartmenYs prior written approval, the City is subject to
penalties provided for in RCWs 47.40.070, 47.40.080, and 4.24.630, as applicable.
11. In the event that during the course of this project an inadvertent discovery of historical/archeological objects,
human remains, or a bone/bones of uncertain origin is made, the City shall immediately cease operations, contact
the Department Representative in General Provision 1 and follow the plan and procedures in accordance with the
Unanticipated Discovery Plan. Determination of necessary follow-up actions or the ability to continue work shall
be at the sole discretion of the Department.
12. All trenched underground facilities shall include a component by which the utility can be located with
conventional methods, provided that for all installations in trenches, the City shall install detector tape
approximately 12 inches above the underground facility. The tape shall conform to the standards of the American
Public Works Association Uniform Color Code.
13. If determined by the Washington State Department of Labor and Industries and/or the Department representative
that extra Shoring (beyond that specified in Section 7-08.3(1)B of the DepartmenYs Standard Specifications for
Road, Bridge, and Municipal Construction) is necessary for the safety of the workers or the protection of the
highway pavement, the trenching or excavation work shall be stopped and no Work in the trench or excavation
area will be allowed until satisfactory modifications are made.
14. All trenches, boring orjacking pits, etc., shall be backfilled as soon as possible. If left open during nonworking
hours, they shall be protected to the satisfaction of the Department. Methods of protection shall be submitted a
minimum of Seven (7) calendar days in advance for approval by the Department prior to use.
15. The City will notify the Department representative(s), listed in General Provision 1, Five (5) working days
(Monday through Friday excluding any holidays) prior to any scheduled maintenance work to be performed in the
state-owned right of way.
16. The environmental documents listed below by title are incorporated by reference and made a part of this
Construction and Maintenance Permit:
• I-405/SR 167 Direct Connector Project — Unanticipated Discovery Plan [January 8, 2016]
• I-405/SR 167 Interchange - Direct Connector Project — Final Wetland Mitigation Bank Use Memo
[December 8, 2015]
• Wetland and Stream Assessment Report Addendum — I-405/SR 167 Direct Connector Project [December
2014]
• Joint Aquatic Resources Permit Application Form — I-405/SR 167 Interchange — Direct Connector
• I-405, Tukwila to Renton Improvement Project (I-5 to SR 169 — Phase 2) — Hazardous Materials Technical
Memorandum [May 2007]
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UP xxxxxx Exhibit A Special Provisions Page 2 of 2 �
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
HPA-28 COMMON PROVISIONS-Disturbance of the streambed and banks and associated wetlands and their associated vegetation
shall be limited to that necessary to perform the project. Prior to December 31 of the year of installing the channel change on
Rolling Hills Creek, the stream and wetlands and their buffers shall be revegetated with native species approved by the AHB.
Plantings shall be maintained as necessary for three years to ensure 80 percent or greater survival of each species or a
contingency species approved by the AHB.
HPA-29 COMMON PROVISIONS-Equipment used for this project shall be free of external petroleum-based products while working
around the state waters. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks,
etc.) and undercarriage of equipment prior to its working below the ordinary high water line. Equipment shall be checked daily
for leaks and any necessary repairs shall be completed prior to commencing work activities along state waters.
HPA-30 COMMON PROVISIONS-If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water
quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Military
Department's Emergency Management Division at 1-800-258-5990, and to the AREA HABITAT BIOLOGIST.
HPA-32 COMMON PROVISIONS-Prior to starting work, the selected erosion control measure shall be installed. Accumulated
sediments shall be removed during the project and prior to removing the erosion control measures after completion of work.
HPA-33 COMMON PROVISONS-Wastewater from project activities and water removed from within the work area shall be routed to an
area landward of the ordinary high water line to allow removal of fine sediment and other contaminants prior to being
discharged to the stream.
HPA-34 COMMON PROVISIONS-All waste material such as construction debris, silt, excess dirt or overburden resulting from this
project shall be deposited above the limits of flood water in an approved upland disposal site.
HPA-35 COMMON PROVISIONS-If adverse weather conditions that may cause siltation are encountered during this project, work shall
stop until the weather improves.
HPA-36 COMMON PROVISIONS-Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement,
sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into state
waters.
HPA-38 APPLICABLE TO ALL HPAs-This Hydraulic Project Approval shall be available on the job site at all times and all its provisions
followed by the person (s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work.
Franchise xxx�ooc Exhibit E Page 1 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
HPA-39 APPLICABLE TO ALL HPAs-This Hydraulic Project Approval does not authorize trespass.
The person(s) to whom this Hydraulic Project Approval is issued and operator(s) perForming the work may be held liable for any
loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydrau�ic Project
Approval.
Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred
dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if
the Department of Fish and Wildlife determines that changed conditions require such action. The person(s) to whom this
Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below.
BA-3 MINIMIZATION MEASURES-All equipment to be used for construction activities shall be cleaned and inspected prior to arriving
at the Project site, to ensure no potentially hazardous materials are exposed, no leaks are present and the equipment is
functioning properly. Erosion control devices (i.e., silt fence) will be installed as needed to protect surFace waters and other
critical areas. Actual location will be specified in the field, based upon site conditions.
BA-4 MINIMIZATION MEASURES-Site work shall be limited to daylight hours to the extent practicable and local, state, and federal
permit restrictions will be followed.
BA-5 MINIMIZATION MEASURES-The Contractor will designate at least one employee as the ESC lead. The ESC lead will be
responsible for the installation and monitoring of erosion control measures and maintaining spill containment and control
equipment. The ESC lead will also be responsible for ensuring compliance with all local, state, and federal erosion and
sediment control requirements.
BA-6 MINIMIZATION MEASURES-Material that may be temporarily stored for use in Project activities shall be covered with plastic or
other impervious material to prevent sediments from being washed from the storage area to surface waters.
BA-7 MINIMIZATION MEASURES-All temporary and permanent erosion and sedimentation control measures will be inspected on a
regular basis, maintained and repaired to assure continued performance of their intended function.
BA-8 MINIMIZATION MEASURES-Silt fences will be inspected immediately after each rainfall, and at least daily during prolonged
rainfall. Sediment will be removed as it collects behind the silt fences and prior to their final removal.
BA-9 MINIMIZATION MEASURES-Exposed soils will be seeded and covered with straw mulch after construction is complete. Any
temporary construction impact areas will be revegetated with native plants.
BA-10 MINIMIZATION MEASURES-All bare soil areas will be hydro-seeded and all temporarily disturbed areas re-vegetated with
native vegetation following final grading activities.
BA-11 MINIMIZATION MEASURES-All silt fencing and staking will be removed upon Project completion.
BA-13 MINIMIZATION MEASURES-Clearing limits will be delineated with orange barrier fencing prior to commencing clearing
activities wherever clearing is proposed in or adjacent to a stream/wetland or its buffer.
BA-14 MINIMIZATION MEASURES-A TESC Plan will be developed and implemented for all projects requiring clearing, vegetation
removal, grading, ditching, filling, embankment compaction, or excavation. The BMPs in the plans will be used to control
sediments from all vegetation removal or ground disturbing activities.
Franchise xxxxxx
Exhibit E
Page 2 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
BA-15 MINIMIZATION MEASURES-The Design-Builder shall prepare a SPCC Plan prior to beginning construction. The SPCC Plan
shall identify the appropriate spill containment materials, which will be available at the Project site at all times.
BA-16 MINIMIZATION MEASURES-All in-water work will conform the requirements of the HPA issued for the Project.
BA-23 MINIMIZATION MEASURES-There will be no visible sheen from petroleum products in the receiving water as a result of
Project activities.
BA-24 MINIMIZATION MEASURES-Trained environmental compliance construction oversight staff, representing WSDOT and the
Design-Builder, will be on site during construction. These staff will ensure contract and permit requirements.
BA-27 MINIMIZATION MEASURES-All temporary material storage piles will be protected by appropriate BMPs to prevent sediments
from leaving the piles and entering surface waters.
BA-34 MINIMIZATION MEASURES-The Contractor shall protect all inlets and catchments from fresh concrete, tackifier, paving, or
paint stripping.
BA-37 MINIMIZATION MEASURES-Excess or waste materials will not be disposed of or abandoned waterward of the OHWM or
allowed to enter waters of the State.
BA-40 MINIMIZATON MEASURES-Uncured concrete will not come in contact with surface water.
BA-41 MINIMIZATION MEASURES-A concrete truck chute cleanout area or other equally effective BMP shall be established to
properly contain wet concrete.
BA-44 MINIMIZATION MEASURES-All work will be performed according to the requirements and conditions of the HPA issued by
WDFW and appropriate concurrence recommendations identified by the federal agencies during ESA consultation. All in-water
work will occur during the approved in-water work window, as stipulated by the HPA and ESA consultation.
BA-46 MINIMIZATIONT MEASURES-Temporary storage of excavated materials will not occur within the 100-year floodplain between
October 1 and May 1. Material used within 12 hours of deposition will not be considered temporary.
BA-48 MINIMIZATION MEASURES-All exposed soils will be stabilized during the first available period, and shall not be untreated for
more than 7 days without receiving the erosion control specified in the TESC Plan. For western Washington, no soils shall
remain unstabilized for more than 2 days from October 1 to April 30, and for more than 7 days from May 1 to September 30.
BA-49 MINIMIZATION MEASURES-The Design-Builder shall not place temporary materiat storage piles, including rebar, precast
concrete pipe, steel pipe, and other hard items, in the 100-year floodplain between October 1 and May 1. Material used within
12 hours of deposition will not be considered a temporary material storage pile.
BA-52 MINIMIZATION MEASURES-Project staging and material storage areas shall be located a minimum of 150 feet from surface
waters or in currently developed areas such as parking lots or managed fields.
BA-58 MINIMIZATION MEASURES-All construction activities will comply with water quality standards set forth in the State of
Washington Surface Water Quality Standards (WAC 173-201A)
401-5 All clearing limits, stockpiles, staging areas, and trees to be preserved shall clearly be marked prior to commencing
construction activities and maintained until all work is completed for each project.
Franchise �oocxxx Exhibit E Page 3 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-6 Certification of this proposal does not authorize WSDOT to exceed applicable state water quality standards (Chapter 173-201A
WAC), ground water quality standards (Chapter 173-200 WAC) or sediment quality standards (Chapter 173-204 WAC).
Furthermore, nothing in this certification absolves WSDOT from liability for contamination and any subsequent cleanup of
surface waters, ground waters or sediments resulting from project construction or operations.
401-7 Work authorized by this Order is limited to the work described in the JARPA received by Ecology on March 26, 2015. The
Applicant will be out of compliance with this Order and must submit an updated JARPA if the information contained in the
JARPA is voided by subsequent changes to the project not authorized by this Order.
401-11 The Design-Builder and WSDOT shall keep copies of this Order on the job site and readily available for reference by Ecology
personnel, the construction superintendent, construction managers and lead workers, and state and local government
inspectors
401-12 WSDOT and the Design-Builder shall provide access to the project site and all mitigation sites upon request by Ecology
personnel for site inspections, monitoring, necessary data collection, and/or to ensure that conditions of this Order are being
met.
401-13 Nothing in this Order waives Ecology's authority to issue additional orders if Ecology determines that further actions are
necessary to implement the water quality laws of the state. Furthermore, Ecology retains continuing jurisdiction to make
modifications hereto through supplemental order, if additional impacts due to project construction or operation are identified
(e.g., violations of water quality standards, downstream erosion, etc.), or if additional conditions are necessary to further protect
water quality.
401-14 WSDOT and the Design-Builder shall ensure that all project engineers, contractors, and other workers at the project site with
authority to direct work have read and understand relevant conditions of this Order and all permits, approvals, and documents
referenced in this Order. The Applicant shall provide Ecology a signed statement (see Order #13078 Attachment A for an
example) from each signatory that s/he has read and understands the conditions of this Order and the above-referenced
permits, plans, documents and approvals. These statements shall be provided to Ecology before construction begins.
401-15 This Order does not authorize direct, indirect, permanent, or temporary impacts to waters of the state or related aquatic
resources, except as specifically provided for in conditions of this Order.
401-16 Failure of any person or entity to comply with the Order may result in the issuance of civil penalties or other actions, whether
administrative or judicial, to enforce the terms of this Order.
Franchise xxx�oc
Exhibit E
Page 4 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-17 1.Notification shall be made via phone or e-mail (e-mail is preferred) to Ecology's Federal Project Coordinator. Notifications
shall be identified with Order No. 13078 and include the Applicants name, project name, project location, project contact and
the contacYs phone number.
a.lmmediately following a violation of state water quality standards, spill to waters of the state or when the project is out of
compliance with any of this Orders conditions.
i.ln addition to the phone or e-mail notification, the Applicant shall submit a detailed written report to Ecology within five (5)
days that describes the nature of the event, corrective action taken and/or planned, steps to be taken to prevent a recurrence,
results of any samples taken, and any other pertinent information.
b.At least ten (10) days prior to all pre-construction meetings.
c.At least ten (10) days prior to starting installation of the temporary access road for construction of the new stream channel.
d.At least seven (7) days within project completion.
401-21 This Order does not authorize the Applicant to exceed applicable state water quality standards for turbidity as described in
WAC 173-201 A-200 (1)(e).
401-26 The Applicant shall comply with the conditions of the current Construction Stormwater Permit (National Pollutant Discharge
Elimination System — NPDES) issued for this project.
401-27 Wthin the project limits all environmentally sensitive areas including, but not limited to, wetlands, wetland buffers, and
mitigation areas shall be fenced with high visibility construction (HVF) prior to commencing construction activities. Construction
activities include equipment staging, materials storage, and work vehicle parking. Note: This condition does not apply to
activities such as pre-construction surveying and installing HVF and construction zone signage.
a.lf the project will be constructed in stages a detailed description and drawings of the stages shall be sent to Ecology for
review at least 20 days prior to placing HVF.
b.Condition 2.a. shall apply to each stage.
c.All field staff shall be trained to recognize HVF, understand its purpose and properly install it in the appropriate locations.
d.HVF shall be maintained until all work is completed for each project or each stage of a staged project.
401-28 All clearing limits, stockpiles, staging areas, and trees to be preserved shall clearly be marked prior to commencing
construction activities and maintained until all work is completed for each project.
401-29 No petroleum products, fresh concrete, lime or concrete, chemicals, or other toxic or deleterious materials shall be allowed to
enter waters of the state.
401-30 All construction debris, excess sediment other than excavated wetland soils, and other solid waste material shall be properly
managed and disposed of in an upland disposal site approved by the appropriate regulatory authority
401-31 Excavated wetland soils may be placed back into temporary wetland impact areas where feasible. Any excavated wetland soil
not placed into temporary wetland impacts shall be properly managed and disposed in compliance with condition E.5
401-32 Turbid de-watering water associated with in-water work shall not be discharged directly to waters of the state, including
wetlands. Turbid de-watering water shall be routed to an upland area for on-site or off-site settling.
Franchise �ooc�cx Exhibit E Page 5 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-33 Clean de-watering water associated with in-water work that has been tested and confirmed to meet water quality standards
may be discharged directly to waters of the state including wetlands. The discharge outfall method shall be designed and
operated so as not to cause erosion or scour in the stream channel, banks, or vegetation.
401-35 Staging areas will be located a minimum of 50 feet and, where practical, 200 feet, from waters of the state including wetlands.
If a staging area must be located within 50 feet of waters of the state, then the Applicant shall provide a written explanation and
obtain approval from Ecology's Federal Permit Coordinator before placing the staging area in the setback area.
NOTE: A stage is part of a project that has been separated into at least two distinct areas to be built during separate
timeframes.
401-36 Equipment used for this project shall be free of external petroleum-based products while used around the waters of the state,
including wetlands. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.)
and the undercarriage of equipment prior to its use around waters of the state, including wetlands.
401-37 No equipment shall enter, operate, be stored or parked within any sensitive area except as specifically provided for in this
Order or allowed in the HPA.
401-38 Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc., shall be checked regularly for drips or leaks, and shall be
maintained and stored properly to prevent spills into state waters.
401-39 Wash water containing oils, grease, or other hazardous materials resulting from wash down of equipment or working areas
shall not be discharged into state waters. The Applicant shall set up a designated area for washing down equipment.
401-40 A separate area shall be set aside, which does not have any possibility of draining to surface waters, for the wash-out of
concrete delivery trucks, pumping equipment, and tools.
401-41 All forms for concrete shall be completely sealed to prevent the possibility of fresh concrete entering waters of the state.
401-42 All concrete shall be completely cured prior to coming into contact with water.
401-43 Concrete process water shall not enter waters of the state. Any concrete process/contact water discharged from a confined
area with curing concrete shall be routed to upland areas to be treated and disposed of appropriately with no possible entry to
state waters.
401-53 The Applicant shall notify Ecology of any changes to the amount of wetland impacts, or revisions to the mitigation plan.
401-55 The Applicant shall develop and implement a spill prevention and containment plan for this project and shall have spill cleanup
material available on site at all times during construction.
Franchise x�000c
Exhibit E
Page 6 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-56 Work that is out of compliance with the provisions of this Order, conditions causing distressed or dying fish, discharges of oil,
fuel, or chemicals into state waters or onto land with a potential for entry into state waters, is prohibited. If such work,
conditions, or discharges occur, the Applicant shall comply with WSDOT's most current Environmental Compliance Assurance
Procedure for Construction Project and Activities, notify the Ecology Project Coordinator per condition 6.1.a. and immediately
take the following actions:
a.Cease operations at the location of the non-compliance.
b.Assess the cause of the water quality problem and take appropriate measures to correct the problem and/or prevent further
environmental damage.
c.ln the event of a discharge of oil, fuel, or chemicals into state waters, or onto land with a potential for entry into state
waters, containment and cleanup efforts shall begin immediately and be completed as soon as possible, taking precedence
over normal work. Cleanup shall include proper disposal of any spilled material and used cleanup materials.
d.lmmediately notify Ecology's Regional Spill Response Office at 425-649-7000 and the Washington State Department of Fish
& Wildlife with the nature and details of the problem, any actions taken to correct the problem, and any proposed changes in
operation to prevent further problems. e.lmmediately notify the National Response Center at 1-800-424-8802, for actual spills
to water only.
401-57 3.Notify Ecology's Regional Spill Response Office at 425-649-7000 immediately if chemical containers (e.g. drums) are
discovered on-site or any conditions present indicating disposal or burial of chemicals on-site that may impact surface water or
ground water.
404-5 WSDOT and the Design-Builder must maintain the activity authorized by this permit in good condition and in accordance with
the terms and conditions of this permit. WSDOT and the Design-Builder are not relieved of this requirement if permitted activity
is abandoned, although WSDOT may make a good faith transfer to a third party in compliance with General Condition 4.
Should WSDOT and the Design-Builder wish to cease to maintain the authorized activity or should WSDOT and the Design-
Builder desire to abandon it without a good faith transfer, a modification must be obtained to this permit from this office, which
may require restoration of the area.
404-6 If WSDOT or the Design-Builder discover any previously unknown historic or archeological remains while accomplishing the
activity authorized by this permit, WSDOT must immediately notify the Corps of the finding. The Corps will initiate the Federal
and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the
National Register of Historic Places.
404-8 A Water Quality Certificate has been issued for this project, WSDOT and the Design-Builder shall comply with the conditions
specified in the Certificate as special conditions to this permit. For WSDOT's and the Design-Builder's convenience, a copy of
the Certificate is attached if it contains such conditions.
404-10 WSDOT and the Design-Builder shall allow representatives from the Department of the Army to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and
conditions of the Department of the Army Permit.
Franchise �00000c Exhibit E Page 7 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
FONSI-2 NOISE-To reduce construction noise at nearby receptors, WSDOT will incorporate the following activities where practicable:
• Limit the noisiest construction activities (e.g., pile driving) to between 7 a.m. and 10 p.m., to reduce construction noise levels
during sensitive nighttime hours.
• Equip construction equipment engines with adequate mufflers, intake silencers, and engine enclosures to reduce their noise.
• Turn off construction equipment during prolonged periods of nonuse to eliminate noise.
• Where possible, locate stationary equipment away from residences to decrease noise.
• Construct temporary noise barriers or curtains around stationary equipment that must be located near residences, to
decrease noise levels at nearby sensitive receptors.
• Require use of Occupational Safety and Health Administration approved ambient soundsensing backup alarms, to reduce
disturbances from backup alarms during quiet periods.
FONSI-16 Construction disturbances will be limited to the minimum area needed, the shortest duration, and an appropriate distance away
from water bodies as practical. Seasonal work windows will be identified and implemented.
FONSI-17 BMPs such as erosion-control fencing, landscaping, erosion matting, hydro mulching, soil imprinting, straw bales,
detention/sediment trap basins, and vegetated fringes as described in the HRM will be used as appropriate.
FONSI-20 Construction mitigation measures such as use of non-hazardous chemicals when possible and establishment of special
hazardous materials storage and handling areas will be implemented to reduce the use, transfer, and storage of hazardous
materials in sensitive areas.
FONSI-21 The Design-Builder will prepare and implement a Temporary Erosion and Sedimentation Control (TESC) Plan. The TESC Plan
will consist of operational and structural measures to control the transport of sediment. Operational measures will consist of
good housekeeping practices, such as removing mud and dirt from trucks before they leave the site, covering fill stockpiles or
disturbed areas, or avoiding unnecessary vegetation clearing. Structural measures will consist of the construction of temporary
structures to reduce the transport of sediment, such as silt fences or sediment traps. Should any BMP or other operation not
function as intended, the Design-Builder will take additional action to minimize erosion and maintain water quality.
FONSI-22 Fuel and chemical storage and fueling operations for construction vehicles and equipment will be located within secondary
containment areas during construction whenever practicable. A Spill Prevention Control and Countermeasures (SPCC) Plan
will be established for construction activities and will also detail the procedures that will be followed in the event of a spill to
prevent or minimize effects. The SPCC Plan will specifically address potential fuel spills from vehicles and potential spills of
chemicals that are commonly used during construction. Spill response equipment will be located at regular and specified
intervals within the construction zones to minimize countermeasure response times.
FONSI-23 The Design-Builder shall identify and develop staging areas for equipment repair and maintenance away from all drainage
courses except in areas that are already paved and where no excavation will occur within the staging area. The Design-Builder
shall prevent washout from concrete trucks from being dumped into storm drains or onto soil or pavement that carries
stormwater runoff. During work on the site, thinners and solvents will not be used to wash oil, grease, or similar substances
from heavy machinery or machine parts within the construction areas. The Design-Builder shall designate a washdown area for
equipment and concrete trucks.
Franchise �00000c
Exhibit E
Page 8 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
FONSI-24 The Design-Builder shall obtain an NPDES (National Pollutant Discharge Elimination System) construction permit. The Design-
Builder shall ensure that water meets the standards specified in the NPDES permit prior to discharge from the construction site.
If necessary, water quality shall be improved by using such BMPs as sediment ponds to allow sediment to settle out prior to
discharge.
FONSI-25 The Design-Builder shall design and install BMPs for this project that will remove pollutants from runoff generated by the
project. With these BMPs, the runoff shall meet Washington State water quality standards listed in WAC 173-201(A).
According to Ecology, projects meeting the Ecology guidelines or equivalent standards, such as the WSDOT Highway Runoff
Manual, are presumed to meet federal and state water quality requirements. The Design-Builder shall provide routine
maintenance, in accordance with Project permits, for these BMPs.
FONSI-26 The Design-Builder shall develop plans for compensatory floodplain storage to compensate for temporary and permanent fill
will. Mitigation will compensate for fill by volume. Excavation for mitigation will be done in the same floodplain as the fill and the
same one-foot elevation.
FONSI-28 The Design-Builder shall protect groundwater quality during construction by implementing TESC and SPCC Plans to prevent
erosion, sedimentation, and spills.
FONSI-29 The Design-Builder shall provide an Environmental Compliance Manager to monitor groundwater quality, storage of hazardous
substances, chemical use practices, containment of hazardous materials and develop an Environmental Compliance Plan.
FONSI-30 The Design-Builder shall identify and locate staging areas away from all drainage courses except in areas that are already
paved and where no excavation will occur with the staging area.
Washout from concrete trucks will not be dumped into storm drains or onto soils or pavement that carries stormwater runoff.
During work on the Site, thinners and solvents will not be used to wash oil, grease, or similar substances from heavy machinery
or machine parts within the construction areas. The Design-Builder shall designate a wash down area for equipment and
concrete trucks.
FONSI-31 The Design-Builder shall ensure that fuel and chemical storage is stored within secondary containment areas. The secondary
containment shall be surfaced with an impermeable material and sized to contain the volume of stored fuel and/or chemicals.
To protect from rain and snow, it is recommended that containers and the secondary containment be inside a building or under
some type of protective covering. The cover must allow for adequate inspection.
Covered secondary containment must be large enough to contain ten percent of the free liquid in all containers or 100 percent
of the free liquid in the largest container.
Uncovered secondary containment must have capacity to hold the additional precipitation resulting from a maximum 25-year
storm lasting 24 hours. That is, the containment system must hold the volume of water resulting from a 24-hour rainfall with an
average rainfall intensity (in inches/hour) of a storm that should occur only once in every 25 years.
Franchise xxxxxx Exhibit E Page 9 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
FONSI-32 The Design-Builder shall conduct construction within the City of Renton's Aquifer Protection Zones 1 and 2 in compliance with
State of Washington Wellhead Protection Requirements outlined in WAC 246-290-135(4) and the City of Renton Municipal
Code RMC 4-9. The storage of fuel and construction chemicals and refueling operations shall not be allowed within the City of
Renton's Aquifer Protection Zone 1. Every effort shall be taken to minimize the storage of fuels and chemicals within Renton's
Aquifer Protection Zone 2.
Emergency countermeasures equipment shall be specified in the SPCC Plan and will be dedicated and maintained at
designated locations within Renton's Aquifer Protection Zones 1 and 2 for rapid and effective response to fuel spill from a
vehicle or chemical spill.
FONSI-33 The Design-Builder shall avoid placement of imported contaminated fill during construction. Imported fill must meet the state's
Model Toxics Control Act (MTCA) Method A or B soil cleanup standards (WAC 173-340-740) for unrestricted use. A fill
evaluation and testing plan will be developed prior to commencing construction activities.
FONSI-36 The Design-Builder shall use the stormwater collection and detention system to capture fuel and chemical spills from vehicles
using the stormwater collection and detention system. Any new stormwater systems installed for the project will include a shut-
off capability for containing a spill or release. The Design-Builder shall establish a plan to contain, clean-up, and minimize
potential effects from vehicular accidents.
FONSI-38 WSDOT, in partnership with the City of Renton, has developed a wetland mitigation bank called the Springbrook Creek
Wetland and Habitat Mitigation Bank (Bank). WSDOT intends to debit credits from this Bank to mitigate for permanent effects
to wetlands resulting from project construction.
FONSI-39 The Design-Builder shall conduct mitigation measures to offset construction effects to include the revegetation of all temporarily
disturbed soils resulting from construction activities. Planted shrubs and tree species will be maintained for a period to ensure
the revegetation of target cover types. Planting shall occur in areas that provide connectivity to existing wildlife habitat but still
meet safety and maintenance standards set forth by WSDOT.
CAO-9 The Design-Builder shall locate and design utilities to avoid natural, historic, archaeological or cultural resources to the
maximum extent feasible and mitigate adverse impacts where unavoidable. If any cultural resources are found all construction
activity shall stop and the WSDOT shall immediately notify the City of Renton planning department, concerned Tribes' cultural
committees, and the Washington State Department of Archeology and Historic Preservation.
BO-6 The Design-Builder shall monitor erosion control activities, including minimization measures and BMPs, and take corrective
action if necessary to ensure protection of riparian areas and waterways. The Design-Builder shall prepare, for WSDOT to
submit, reports on the Design-Builder's compliance with and the effectiveness of the above referenced erosion control BMPs,
minimization measures, and BMPs to the Services within 60 days of project completion.
Franchise �000ax
Exhibit E
Page 10 of 10
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Franchise No.
A licant - Please rint or e all information
Application is Hereby Made For: ❑ Permit ❑ Category 1$500.00
[�[ Franchise ❑ Amendment ❑ Category 2 $300.00
❑ Franchise Renewal $250.00 ❑ Franchise Consolidation $300.00 ❑ Category 3$150.00
Intended Use of State Right of Way is to Construct, Operate, and Maintain a:
Sanitary sewer system on a portion of
State Route 405 (aUfrom) Mile Post 02.43 to Mile Post 02.72 in KING County,
to begin in the NE 1/4 Section 19 Township 23 North Range 5 East W.M.
and end in the NE 1/4 Section 19 Township 23 North Range 5 East W.M.
Fees in the amount of $0 are paid to cover the basic administrative expenses incident to the processing of this
application according to - an RCW 47.44 and amendments thereto. The applicant promises to pay any additional
costs incurred by the Washington State Department of Transportation (Department) on the behalf of the applicant.
Checks or Money Orders a�e to be made payable to "Washington State Department of Transportation."
CITY OF RENTON
Applicant (Referred to as City) Applicant Authorized Signature
1055 South Gradv Wav David Christensen
Address
Print or Type Name
Renton WA 98057 Wastewater Utility Enqineerinq Supervisor
City State Zip Code
Title
(425) 430-7212
Telephone Date
916001271
Email Federal Tax ID or Social Security
Applicant Reference (WO) Number
Authorization to Occupy Only If Approved Below
The Department hereby grants this Temporary Franchise, as applicable, subject to the terms and conditions stated in the General
Provisions, Special Provisions, and Exhibits attached hereto and by this reference made a part hereof.
For Department Use Only
Exhibits Attached Department Approval
Exhibit A Special Provisions gy.
Martin Palmer
Exhibit B 90% Contract Provisions
Exhibit C 90% Contract Plans Title: ENGINEERING MANAGER, NWR
Exhibit D Right of Way Plans Date:
Department Accounting Reference Number
Revised 08/2015
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DI��F'T 03/Ol/201 G I�O"r I=t�R SIGNATURE - I�R REVI�.W AND COI���IENT ONLl'
General Provisions
This Temporary Franchise is issued pursuant to the terms of RCW 47.32, RCW 47.44, and WAC 468-34, and
amendments thereto. Renewal of a Franchise must be by application prior to expiration of this Franchise as
required by RCW 47.44.020(3).
1. A copy of this Temporary Franchise must be on the job site, protected from the elements, at all times during any
construction authorized by this Temporary Franchise.
2. The City agrees that it shall be responsible for and pay the DepartmenYs expended direct and indirect costs
associated with applicable provisions of the Temporary Franchise.
(a) The Department will assign a reimbursable account to the City as a means of invoicing the City for the costs
associated with this Temporary Franchise.
(b) The Department will invoice the City and the City agrees to pay the Department within thirty (30) calendar
days of receipt of an invoice.
3. Upon approval of this Temporary Franchise, the City shall diligently proceed with the Work and comply with all
General and Special provisions herein. Construction of facilities proposed under this Temporary Franchise must
be completed by November 30, 2016. "Work" under this Temporary Franchise shall mean construction, operation,
and maintenance of the City's facilities as authorized herein.
4. The City shall notify the Department representative in special provision 1 of the name, address, and telephone
number of its contractor when Work outlined herein is going to be performed with other than its own forces. When
the City uses a contractor, an authorized representative of the City shall be present at all times unless otherwise
agreed to by the Department representative. A list of authorized representatives shall be submitted prior to the
construction start date. (Authorized representatives are defined as persons having signatory authority for the City
and or the authority to control the Work as needed for any issues identified by the Department.)
5. The City agrees to schedule and perform its Work in such a manner as not to delay the Department's contractor's
work when the Department has a contractor performing work in the vicinity of the City's Work.
6. All contact between the Department and the City's contractor shall be through the City representative. Where the
City chooses to perform the Work with its own forces, it may elect to appoint one of its own employees engaged in
the Work as its representative. The City shall adequately police and supervise all Work performed by itself, its
contractor, subcontractor, agent, and/or others, so as not to endanger or injure any person or property.
7. The City shall contact the identified Department representative two (2) weeks prior to conducting Work, to
determine the location of survey control monuments within the area in which the City will be working. In the event
any monument or right of way marker will be altered, damaged, or destroyed by the City, the Department, prior to
City Work, will reference or reset the monument or right of way marker. During the Work, upon discovery of a
monument or right of way marker, the City shall cease Work in that area and immediately notify the Department of
the discovery. The Department will coordinate with the City to ensure that the monument or right of way marker is
recorded or replaced.
9. The City agrees that all Work shall be done to the satisfaction of the Department. All material and workmanship
shall conform to the DepartmenYs Standard Specifications forRoad, Bridge, and Municipa/ Construction, current
edition, and amendments thereto, and shall be subject to Department inspection. All Department acceptance and
inspections are solely for the benefit of the Department and not for the benefit of the City, the City's contractor (if
any), or any third party.
10. The City shall comply with the Manual on Uniform Tra�c Control Devices for Streets and Highways (Federal
Highway Administration) and the State of Washington modifications thereto (chapter 468-95 WAC) while it
performs the Work.
11. This Temporary Franchise may not be amended or modified withoutthe DepartmenYs prior review and approval.
Upon completion of construction, the City shall provide a written notice of completion of the Work to the
DepartmenYs representative within ten (10) calendar days of the completion of construction so that the
Department may make its final inspection. Further, the City shall provide the Region Utilities Engineer with
detailed as-built drawings within thirty (30) calendar days of completion of construction, if the originally approved
Temporary Franchise construction plans have been revised during the course of construction.
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Franchise XXXXXX General Provisions Page 2 �
IDRA1=I 03/01/201G NOT FOR SIGNATURE - FOR REVIEW �D COI��I��IEN"r C)I�TLY
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14. If the Department determines in good faith that emergency maintenance work on the City's facility is needed to (a)
protect any aspect of the state-owned right of way, or (b) secure the safety of the traveling public due to a failure
of the City's facility, the Department may perform the necessary work without the City's prior approval, and the
City agrees to pay the DepartmenYs expended costs and expenses for performing the work in accordance with
general provision 2. The Department will notify the City of the emergency work performed as soon as practicable.
15. The Department may amend, revoke, or cancel this Temporary Franchise at any time by giving written notice to
the City. If the Temporary Franchise is amended, the City will have thirty (30) calendar days to modify the facility
as the Temporary Franchise amendment(s) require. If the facility modifications cannot be made within thirty (30)
calendar days, the City shall respond to the Department, in writing, as to when the facility modifications can be
made. If the Temporary Franchise is revoked or canceled, the City shall immediately remove all facilities from the
right of way. Any facilities remaining upon the right of way thirty (30) calendar days after written notice of
Temporary Franchise revocation or cancellation may be removed by the Department at the expense of the City.
The City agrees to pay the DepartmenYs expended costs and expenses for performing the work in accordance
with general provision 2.
16. Should the City breach any of the conditions and requirements of this Temporary Franchise, or should the City fail
to proceed with due diligence and in good faith with the Work as authorized by this Temporary Franchise, the
Department may cancel or revoke the Temporary Franchise upon thirty (30) calendar days written notice to the
City.
17. The City shall not excavate or place any obstacle within the state-owned right of way in such a manner as to
interfere with the DepartmenYs construction, operation, and maintenance of the state-owned right of way or the
public's travel thereon without first receiving the DepartmenYs written authorization.
18. The City agrees to maintain, at its sole expense, its facilities authorized by this Temporary Franchise in a
condition satisfactory to the Department.
20. Upon completion of all Work, the City shall immediately remove all rubbish and debris from the state-owned right
of way, leaving the state-owned right of way in a neat, presentable, and safe condition to the DepartmenYs
satisfaction. Any Work- related rubbish and debris clean up, or any necessary slope treatment to restore and/or
protect the state-owned right of way, not done within one (1) week of Work completion, unless otherwise
negotiated, will be done by the Department at the expense of the City. The City agrees to pay the DepartmenYs
expended costs and expenses for performing the work in accordance with general provision 2.
, 21. The Department shall not share in the City facilities' cost of operation or maintenance of any of the facilities
installed under this Temporary Franchise.
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22. The City shall comply with the DepartmenYs Temporary Erosion and Sediment Control Manual (M 3103.01) and
any revisions thereto, for erosion control and/or to mitigate any erosion occurring as a result of the Work. If the
City Work performed under this Permit alters, modifies, changes, or interferes in any way with the drainage of the
state-owned right of way, the City shall make all corrections and/or provisions the Department requires to fix and
restore the state-owned right of way drainage to its original condition and function.
23• The City shall be responsible for securing all necessary permits not referenced in Special Provision 34, including
but not limited to, federal, state, and local regulatory, tribal, environmental, archeological, and railroad permits and
permits from the Washington State Department of Ecology, the Washington State Department of Fish and
Wildlife, and/or the U.S. Army Corps of Engineers prior to beginning the Work authorized by this Temporary
Franchise. The City shall be responsible for mitigation measures where wetlands have been disturbed beyond the
limits permitted and agrees that it is responsible for any fines imposed for noncompliance with the permit(s)
conditions or for failure to obtain the required permits. In addition, the City, on behalf of itself and its contractors,
officers, officials, employees, and agents, agrees to indemnify, hold harmless, and defend, at its sole cost and
expense, the Department and its officers, officials, employees, and agents from any and all fines, costs, claims,
judgments, and/or awards of damages (to regulatory agencies, persons, and/or property), arising out of, or in any
way resulting from, the City's failure to (1) obtain any required permit for the City Work or (2) comply with permit
conditions. Further, the City shall be responsible for compliance with all federal, state, and local laws, regulations.
24. For any of the City's Work that requires permit coverage under the "CONSTRUCTION STORMWATER
GENERAL PERMIT — National Pollutant Discharge Elimination System and State Waste Discharge General
Permit for Stormwater Discharges Associated with Construction Activity" (Construction Stormwater General
Permit), the City shall obtain said permit coverage and shall comply with all requirements of the Construction
Stormwater General Permit. Upon the DepartmenYs request, the City shall provide a copy of the Construction
� Franchise XXXXXX General Provisions Page 3
DI�I"I' 03/Ol; 201G NOT FOR SIGNA"I'UItE - f=�R REVIEW � COMIMENT ONLY �
Stormwater General Permit. In addition, the City, on behalf of itself and its contractors, officers, officials,
employees, and agents, agrees to indemnify, hold harmless, and defend, at its sole cost and expense, the
Department and its officers, officials, employees, and agents from any and all fines, costs, claims, judgments,
and/or awards of damages (to regulatory agencies, persons, and/or property), arising out of, or in any way
resulting from, the City's failure to (1) obtain coverage under the Construction Stormwater General Permit for City
Work or (2) comply with the Construction Stormwater General Permit requirements.
25. This Temporary Franchise does not authorize the City, or its employees, contractors, or agents, any right to cut,
spray, retard, remove, destroy, disfigure, or in any way modify the physical condition of any vegetative material
located on the state-owned right of way, except for the areas identified for clearing and grubbing as shown in Exhibit
C. Should the City anticipate that its Work will further alter the appearance of the state-owned right of way
vegetation, the City shall notify the Department representative listed in special provision 1 to obtain the
DepartmenYs prior written approval of the City's proposed work. Should the City damage the appearance of the
state-owned right of way vegetation without the DepartmenYs prior written approval, the City is subject to penalties
provided for in RCWs 47.40.070, 47.40.080, and 4.24.630, as applicable.
28. The City, its successors and assigns, shall indemnify, defend at its sole cost and expense, and hold harmless the
State of Washington, its officers and employees, from all claims, demands, damages (both to persons and/or
property), expenses, regulatory fines, and/or suits that (1) arise out of or are incident to any acts or omissions of
the City, its agents, contractors, and/or employees, in the use of the state-owned right of way as authorized by the
terms and conditions of this Temporary Franchise, or (2) are caused by the breach of any of the terms or
conditions of this Temporary Franchise by the City, its successors and assigns, and its contractors, agents, and/or
employees. The City, its successors and assigns, shall not be required to indemnify, defend, or hold harmless the
State of Washington, its officers and/or employees, if the claim, suit, or action for damages (both to persons
and/or property) is caused by the acts or omissions of the State of Washington, its officers and/or employees;
provided that, if such claims, suits, or actions result from the concurrent negligence of (a) the State of
Washington, its officers and/or employees, and (b) the City, its agents, contractors, and/or employees, or involves
those actions covered by RCW 4.24.115, the indemnity provisions provided herein shall be valid and enforceable
only to the extent of the acts or omissions of the City, its agents, contractors, and/or employees.
29. The City agrees that its obligations under this Temporary Franchise extend to any claim, demand, and/or cause of
action brought by, or on behalf of, any of its employees or agents while perForming Work under this Temporary
Franchise while located on state-owned right of way. For this purpose, the City, by MUTUAL NEGOTIATION,
hereby waives, with respect to the State of Washington only, any immunity that would otherwise be available to it
against such claims under the Industrial Insurance provisions in chapter 51.12 RCW.
30. The indemnification and waiver provided for in general provisions 28 and 29 shall survive the termination of this
Temporary Franchise.
31. Any action for damages against the State of Washington, its agents, contractors, and/or employees, arising out of
damages to a utility or other facility located on state-owned right of way, shall be subject to the provisions and
limitations of RCW 47.44.150.
32. This Temporary Franchise shall not be deemed or held to be an exclusive one and shall not prohibit the
Department from granting rights of like or other nature to other public or private utilities, nor shall it prevent the
Department from using any of the state-owned right of way or other properties for transportation purposes, or
affect the DepartmenYs right to full supervision and control over all or any part of the state-owned right of way or
properties, none of which is hereby surrendered. Further, the Department reserves the exclusive right to require
that all utility facilities be subject to joint trenching and occupancy.
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Franchise XXXXXX General Provisions Page 4 �.
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DI�FT 03/01/2016 f�( )'T F��[� SIGNATURE - FOR REVIEW ���D COMI�IENT ONL�'
� Special Provisions for
Washington State
�� Department of Transportation Te m po ra ry F ra n c h i s e
Applicable provisions are denoted by ( X)
� � 1. No Work provided for herein shall be performed until the Ciry is authorized by the following Washington
State Department of Transportation (Department) Representative(s):
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Name: Lisa Hodqson
Title: Proiect Enqineer
Street: 600 — 108th Avenue NE, Suite 400
City: Bellevue
State: WA Zip:98004
Phone: f206) 437-7242 Cell:
Fax:
Name:
Title:
Street:
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C ity:
State:
Phone:
Fax:
Cell:
Zip:
The City shall notify in writing the identified Department representative(s) at least Seven (7) working days
(Monday through Friday excluding any holidays), in advance of commencing Work on state-owned right
of way.
� 2. Prior to beginning the Work, a pre-construction conference shall be held at which the Department, the
City's engineer, contractor, and inspector (as applicable) shall be present. The City shall give a minimum
Ten (10) working days (Monday through Friday excluding any holidays) notice to the Department's
representative(s) prior to the pre-construction conference.
❑ 3. Work within the state-owned highway right of way shall be restricted to . No
Work shall be allowed on Saturday, Sunday, or holidays, without prior approval by the Department. In
addition, the Utility shall be off the highway by noon the day prior to a holiday unless authorized by the
Department. If a holiday falls on a Saturday, the preceding Friday is counted as the holiday, and the Utility
shall be off the highway by noon Thursday. When the Holiday falls on a Monday the Utility shall be off the
right of way at noon on the preceding Friday. Nothing in this section shall limit the authority of the
Department to further restrict work within state-owned highway right of way at the DepartmenYs
discretion. The hours of closure are subject to change if required by the Department.
❑ 4. During non-working hours equipment and materials shall not be located or stored within the work zone
clear zone (WZCZ) area. Minimum WZCZ distances will be measured from the edge of the traveled way
(the portion of the roadway intended for the movement of vehicles, exclusive of shoulders and lanes for
parking, turning, and storage for turning) and will be determined as follows:
Minimum Work Zone Clear Zone Distance
Posted Speed Distance From Traveled Way (ft)
35 mph or less 10
40 mph 15
45 to 55 mph 20
60 mph or greater 30
� 5. In the event that during the course of this project an inadvertent discovery of historical/archeological
� objects, human remains, or a bone/bones of uncertain origin is made, the City shall immediately cease
DOT Form 224-030 Franchise XXXXXX Special Provisions Page 1
� Revised 04/2015
DRr�IT 03/01/201G [�O�T1�)IZSIGNA"IUIZE-F{)RlZ]:VIt,WA[�rD�;I�I��tT1ENT�)NLY �
responsibility to obtain any necessary permits or comply with applicable requirements to haul or dispose
of any excavated material.
� 24. If determined by the Washington State Department of Labor and Industries and/or the Department
representative that extra Shoring (beyond that specified in Section 7-08.3(1)B of the DepartmenYs
Standard Specifications for Road, Bridge, and Municipal Construction) is necessary for the safety of the
workers or the protection of the highway pavement, the trenching or excavation work shall be stopped
and no Work in the trench or excavation area will be allowed until satisfactory modifications are made.
� 25. All trenches, boring or jacking pits, etc., shall be backfilled as soon as possible. If left open during
nonworking hours, they shall be protected to the satisfaction of the Department. Methods of protection
shall be submitted a minimum of Seven (7) calendar days in advance for approval by the Department
prior to use.
AERIAL/ABOVEGROUND FACILITIES
❑ 26. All facilities on joint use poles shall be relocated at the time the pole owner either moves or removes its
poles. (The pole owner is the Permit or Franchise holder under which the poles were installed and is
responsible for ensuring the removal of the pole.)
❑ 27. Neutral conductors associated with circuits of 0 to 22 Kilovolts, where the neutral is considered to be 0-
750 Volts, shall have a minimum clearance of 24 feet Vertical Clearance as indicated in WAC 468-34-
290, 20 feet provided the facility is grounded at each pole at each end of the crossing.
❑ 28. The Utility agrees to underground the aboveground facilities covered by this Franchise in Scenic Classes
"A" and ""B", as defined on the attached Exhibit(s) , either at the time of major
construction of the facility , for that portion of facility to be reconstructed, or prior to expiration of this
Franchise.
❑ 29. The Utility agrees to underground the aboveground facilities covered by this Franchise in Scenic Classes
"A," "AX," "B," and/or "BX," as defined on the attached Exhibit(s) , at the time the pole
owner undergrounds its facility. The existing aboveground facility may remain or be relocated as
aboveground in Scenic Classes "AX" or "BX," if acceptable to the Department.
� 30. The Utility agrees to underground or relocate the existing aboveground facilities covered by this
Franchise in Scenic Classes "A," "AX," "B," and/or "BX," as defined on the attached Exhibit(s) ,
to a location acceptable to the Department either at the time of reconstruction, for the portion of line to be
reconstructed, or prior to the expiration of this Franchise. The existing aboveground facility may remain or
be relocated as aboveground in Scenic Classes "AX" or "BX," if acceptable to the Department.
MAINTENANCE
❑ 31. No routine maintenance of the facility authorized by this Permit or Franchise will be allowed within the
limited access area.
❑ 32. Maintenance access of this facility will not be permitted from the shoulders, thru-traffic lanes, and/or
ramps of , and all service to this facility will be accessed from
� 33. The City will notify the Department representative(s), listed in Special Provision 1, Five (5) working days
(Monday through Friday excluding any holidays) prior to any scheduled maintenance work to be
performed in the state-owned right of way.
DOT Form 224-030 Franchise XXXXXX Special Provisions
Revised 04/2015
Page 4
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DI�FT 03/Ol/201G NOT FOR SIGNATURE - I�OR REVIEW A[�Tll COT�1T�tEN"I ONLY
ENVIRONMENTAL
� 34. The environmental documents listed below by title are incorporated by reference and made a part of this
Temporary Franchise:
• I-405/SR 167 Direct Connector Project — Unanticipated Discovery Plan [January 8, 2016]
• I-405/SR 167 Interchange - Direct Connector Project — Final Wetland Mitigation Bank Use Memo
[December 8, 2015]
• Wetland and Stream Assessment Report Addendum — I-405/SR 167 Direct Connector Project
[December 2014]
• Joint Aquatic Resources Permit Application Form — I-405/SR 167 Interchange — Direct Connector
• I-405, Tukwila to Renton Improvement Project (I-5 to SR 169 — Phase 2) — Hazardous Materials
Technical Memorandum [May 2007]
TERM
� 35. This Temporary Franchise shall expire upon written transfer of the properties by the Department to the
City pursuant to the provisions of PT xxxxx, Property Transfer Agreement, and Turnback Agreement TB
1-0241.
DOT Form 224-030 Franchise XXXXXX Special Provisions Page 5
Revised 04/2015
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
HPA-28 COMMON PROVISIONS-Disturbance of the streambed and banks and associated wetlands and their associated vegetation
shall be limited to that necessary to perform the project. Prior to December 31 of the year of installing the channel change on
Rolling Hills Creek, the stream and wetlands and their buffers shall be revegetated with native species approved by the AHB.
Plantings shall be maintained as necessary for three years to ensure 80 percent or greater survival of each species or a
contingency species approved by the AHB.
HPA-29 COMMON PROVISIONS-Equipment used for this project shall be free of external petroleum-based products while working
around the state waters. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks,
etc.) and undercarriage of equipment prior to its working below the ordinary high water line. Equipment shall be checked daily
for leaks and any necessary repairs shall be completed prior to commencing work activities along state waters.
HPA-30 COMMON PROVISIONS-If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water
quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Military
Department's Emergency Management Division at 1-800-258-5990, and to the AREA HABITAT BIOLOGIST.
HPA-32 COMMON PROVISIONS-Prior to starting work, the selected erosion control measure shall be installed. Accumulated
sediments shall be removed during the project and prior to removing the erosion control measures after completion of work.
HPA-33 COMMON PROVISONS-Wastewater from project activities and water removed from within the work area shall be routed to an
area landward of the ordinary high water line to allow removal of fine sediment and other contaminants prior to being
discharged to the stream.
HPA-34 COMMON PROVISIONS-All waste material such as construction debris, silt, excess dirt or overburden resulting from this
project shall be deposited above the limits of flood water in an approved upland disposal site.
HPA-35 COMMON PROVISIONS-If adverse weather conditions that may cause siltation are encountered during this project, work shall
stop until the weather improves.
HPA-36 COMMON PROVISIONS-Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement,
sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into state
waters.
HPA-38 APPLICABLE TO ALL HPAs-This Hydraulic Project Approval shall be available on the job site at all times and all its provisions
followed by the person (s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work.
Franchise �oocx�oc
Exhibit E
Page 1 of 10
� �r r � � r� r �r � r � �w r r � � � � �
� �r � r i� � � � r � � s �r � �w � � � �r
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
HPA-39 APPLICABLE TO ALL HPAs-This Hydraulic Project Approval does not authorize trespass.
The person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any
loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project
Approval.
Fai►ure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred
dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if
the Department of Fish and Wildlife determines that changed conditions require such action. The person(s) to whom this
Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below.
BA-3 MINIMIZATION MEASURES-All equipment to be used for construction activities shall be cleaned and inspected prior to arriving
at the Project site, to ensure no potentially hazardous materials are exposed, no leaks are present and the equipment is
functioning properly. Erosion control devices (i.e., silt fence) will be installed as needed to protect surface waters and other
critical areas. Actual location will be specified in the field, based upon site conditions.
BA-4 MINIMIZATION MEASURES-Site work shall be limited to daylight hours to the extent practicable and local, state, and federal
permit restrictions will be followed.
BA-5 MINIMIZATION MEASURES-The Contractor will designate at least one employee as the ESC lead. The ESC lead will be
responsible for the installation and monitoring of erosion control measures and maintaining spill containment and control
equipment. The ESC lead will also be responsible for ensuring compliance with all local, state, and federal erosion and
sediment control requirements.
BA-6 MINIMIZATION MEASURES-Material that may be temporarily stored for use in Project activities shall be covered with plastic or
other impervious material to prevent sediments from being washed from the storage area to surface waters.
BA-7 MINIMIZATION MEASURES-All temporary and permanent erosion and sedimentation control measures will be inspected on a
regular basis, maintained and repaired to assure continued performance of their intended function.
BA-8 MINIMIZATION MEASURES-Silt fences will be inspected immediately after each rainfall, and at least daily during prolonged
rainfall. Sediment will be removed as it collects behind the silt fences and prior to their final removal.
BA-9 MINIMIZATION MEASURES-Exposed soils will be seeded and covered with straw mulch after construction is complete. Any
temporary construction impact areas will be revegetated with native plants.
BA-10 MINIMIZATION MEASURES-All bare soil areas will be hydro-seeded and all temporarily disturbed areas re-vegetated with
native vegetation following final grading activities.
BA-11 MINIMIZATION MEASURES-All silt fencing and staking will be removed upon Project completion.
BA-13 MINIMIZATION MEASURES-Clearing limits will be delineated with orange barrier fencing prior to commencing clearing
activities wherever clearing is proposed in or adjacent to a stream/wetland or its buffer.
BA-14 MINIMIZATION MEASURES-A TESC Plan will be developed and implemented for all projects requiring clearing, vegetation
removal, grading, ditching, filling, embankment compaction, or excavation. The BMPs in the plans will be used to control
sediments from all vegetation removal or ground disturbing activities.
Franchise xxx�ocx Exhibit E Page 2 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
BA-15 MINIMIZATION MEASURES-The Design-Builder shall prepare a SPCC Plan prior to beginning construction. The SPCC Plan
shall identify the appropriate spill containment materials, which will be available at the Project site at all times.
BA-16 MINIMIZATION MEASURES-All in-water work will conform the requirements of the HPA issued for the Project.
BA-23 MINIMIZATION MEASURES-There will be no visible sheen from petroleum products in the receiving water as a result of
Project activities.
BA-24 MINIMIZATION MEASURES-Trained environmental compliance construction oversight staff, representing WSDOT and the
Design-Builder, will be on site during construction. These staff will ensure contract and permit requirements.
BA-27 MINIMIZATION MEASURES-All temporary material storage piles will be protected by appropriate BMPs to prevent sediments
from leaving the piles and entering surface waters.
BA-34 MINIMIZATION MEASURES-The Contractor shall protect all inlets and catchments from fresh concrete, tackifier, paving, or
paint stripping.
BA-37 MINIMIZATION MEASURES-Excess or waste materials will not be disposed of or abandoned waterward of the OHWM or
allowed to enter waters of the State.
BA-40 MINIMIZATON MEASURES-Uncured concrete will not come in contact with surface water.
BA-41 MINIMIZATION MEASURES-A concrete truck chute cleanout area or other equally effective BMP shall be established to
properly contain wet concrete.
BA-44 MINIMIZATION MEASURES-All work will be performed according to the requirements and conditions of the HPA issued by
WDFW and appropriate concurrence recommendations identified by the federal agencies during ESA consultation. All in-water
work will occur during the approved in-water work window, as stipulated by the HPA and ESA consultation.
BA-46 MINIMIZATIONT MEASURES-Temporary storage of excavated materials will not occur within the 100-year floodplain between
October 1 and May 1. Material used within 12 hours of deposition will not be considered temporary.
BA-48 MINIMIZATION MEASURES-All exposed soils will be stabilized during the first available period, and shall not be untreated for
more than 7 days without receiving the erosion control specified in the TESC Plan. For western Washington, no soils shall
remain unstabilized for more than 2 days from October 1 to April 30, and for more than 7 days from May 1 to September 30.
BA-49 MINIMIZATION MEASURES-The Design-Builder shall not place temporary material storage piles, including rebar, precast
concrete pipe, steel pipe, and other hard items, in the 100-year floodplain between October 1 and May 1. Material used within
12 hours of deposition will not be considered a temporary material storage pile.
BA-52 MINIMIZATION MEASURES-Project staging and material storage areas shall be located a minimum of 150 feet from surface
waters or in currently developed areas such as parking lots or managed fields.
BA-58 MINIMIZATION MEASURES-All construction activities will comply with water quality standards set forth in the State of
Washington Surface Water Quality Standards (WAC 173-201A)
401-5 All clearing limits, stockpiles, staging areas, and trees to be preserved shall clearly be marked prior to commencing
construction activities and maintained until all work is completed for each project.
Franchise x�c�ooc Exhibit E Page 3 of 10
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1-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-6 Certification of this proposal does not authorize WSDOT to exceed applicable state water quality standards (Chapter 173-201A
WAC), ground water quality standards (Chapter 173-200 WAC) or sediment quality standards (Chapter 173-204 WAC).
Furthermore, nothing in this certification absolves WSDOT from liability for contamination and any subsequent cleanup of
surface waters, ground waters or sediments resulting from project construction or operations.
401-7 Work authorized by this Order is limited to the work described in the JARPA received by Ecology on March 26, 2015. The
Applicant will be out of compliance with this Order and must submit an updated JARPA if the information contained in the
JARPA is voided by subsequent changes to the project not authorized by this Order.
401-11 The Design-Builder and WSDOT shall keep copies of this Order on the job site and readily available for reference by Ecology
personnel, the construction superintendent, construction managers and lead workers, and state and local government
inspectors
401-12 WSDOT and the Design-Builder shall provide access to the project site and all mitigation sites upon request by Ecology
personnel for site inspections, monitoring, necessary data collection, and/or to ensure that conditions of this Order are being
met.
401-13 Nothing in this Order waives Ecology's authority to issue additional orders if Ecology determines that further actions are
necessary to implement the water quality laws of the state. Furthermore, Ecology retains continuing jurisdiction to make
modifications hereto through supplemental order, if additional impacts due to project construction or operation are identified
(e.g., violations of water quality standards, downstream erosion, etc.), or if additional conditions are necessary to further protect
water quality.
401-14 WSDOT and the Design-Builder shall ensure that all project engineers, contractors, and other workers at the project site with
authority to direct work have read and understand relevant conditions of this Order and all permits, approvals, and documents
referenced in this Order. The Applicant shall provide Ecology a signed statement (see Order #13078 Attachment A for an
example) from each signatory that s/he has read and understands the conditions of this Order and the above-referenced
permits, plans, documents and approvals. These statements shall be provided to Ecology before construction begins.
401-15 This Order does not authorize direct, indirect, permanent, or temporary impacts to waters of the state or related aquatic
resources, except as specifically provided for in conditions of this Order.
401-16 Failure of any person or entity to comply with the Order may result in the issuance of civil penalties or other actions, whether
administrative or judicial, to enforce the terms of this Order.
Franchise xxxx�oc Exhibit E Page 4 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-17 1.Notification shall be made via phone or e-mail (e-mail is preferred) to Ecology's Federal Project Coordinator. Notifications
shall be identified with Order No. 13078 and include the Applicants name, project name, project location, project contact and
the contacYs phone number.
a.lmmediately following a violation of state water quality standards, spill to waters of the state or when the project is out of
compliance with any of this Orders conditions.
i.ln addition to the phone or e-mail notification, the Applicant shall submit a detailed written report to Ecology within five (5)
days that describes the nature of the event, corrective action taken and/or planned, steps to be taken to prevent a recurrence,
results of any samples taken, and any other pertinent information.
b.At least ten (10) days prior to all pre-construction meetings.
c.At least ten (10) days prior to starting installation of the temporary access road for construction of the new stream channel.
d.At least seven (7) days within project completion.
401-21 This Order does not authorize the Applicant to exceed applicable state water quality standards for turbidity as described in
WAC 173-201A-200 (1)(e).
401-26 The Applicant shall comply with the conditions of the current Construction Stormwater Permit (National Pollutant Discharge
Elimination System — NPDES) issued for this project.
401-27 Within the project limits all environmentally sensitive areas including, but not limited to, wetlands, wetland buffers, and
mitigation areas shall be fenced with high visibility construction (HVF) prior to commencing construction activities. Construction
activities include equipment staging, materials storage, and work vehicle parking. Note: This condition does not apply to
activities such as pre-construction surveying and installing HVF and construction zone signage.
a.lf the project will be constructed in stages a detailed description and drawings of the stages shall be sent to Ecology for
review at least 20 days prior to placing HVF.
b.Condition 2.a. shall apply to each stage.
c.All field staff shall be trained to recognize HVF, understand its purpose and properly install it in the appropriate locations.
d.HVF shall be maintained until all work is completed for each project or each stage of a staged project.
401-28 All clearing limits, stockpiles, staging areas, and trees to be preserved shall clearly be marked prior to commencing
construction activities and maintained until all work is completed for each project.
401-29 No petroleum products, fresh concrete, lime or concrete, chemicals, or other toxic or deleterious materials shall be allowed to
enter waters of the state.
401-30 All construction debris, excess sediment other than excavated wetland soils, and other solid waste material shall be properly
managed and disposed of in an upland disposal site approved by the appropriate regulatory authority
401-31 Excavated wetland soils may be placed back into temporary wetland impact areas where feasible. Any excavated wetland soil
not placed into temporary wetland impacts shall be properly managed and disposed in compliance with condition E.5
401-32 Turbid de-watering water associated with in-water work shall not be discharged directly to waters of the state, including
wetlands. Turbid de-watering water shall be routed to an upland area for on-site or off-site settling.
Franchise x�ocxxx
Exhibit E
Page 5 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-33 Clean de-watering water associated with in-water work that has been tested and confirmed to meet water quality standards
may be discharged directly to waters of the state including wetlands. The discharge outfall method shall be designed and
operated so as not to cause erosion or scour in the stream channel, banks, or vegetation.
401-35 Staging areas will be located a minimum of 50 feet and, where practical, 200 feet, from waters of the state including wetlands.
If a staging area must be located within 50 feet of waters of the state, then the Applicant shall provide a written explanation and
obtain approval from Ecology's Federal Permit Coordinator before placing the staging area in the setback area.
NOTE: A stage is part of a project that has been separated into at least two distinct areas to be built during separate
timeframes.
401-36 Equipment used for this project shall be free of external petroleum-based products while used around the waters of the state,
including wetlands. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.)
and the undercarriage of equipment prior to its use around waters of the state, including wetlands.
401-37 No equipment shall enter, operate, be stored or parked within any sensitive area except as specifically provided for in this
Order or allowed in the HPA.
401-38 Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc., shall be checked regularly for drips or leaks, and shall be
maintained and stored properly to prevent spills into state waters.
401-39 Wash water containing oils, grease, or other hazardous materials resulting from wash down of equipment or working areas
shall not be discharged into state waters. The Applicant shall set up a designated area for washing down equipment.
401-40 A separate area shall be set aside, which does not have any possibility of draining to surface waters, for the wash-out of
concrete delivery trucks, pumping equipment, and tools.
401-41 All forms for concrete shall be completely sealed to prevent the possibility of fresh concrete entering waters of the state.
401-42 All concrete shall be completely cured prior to coming into contact with water.
401-43 Concrete process water shall not enter waters of the state. Any concrete process/contact water discharged from a confined
area with curing concrete shall be routed to upland areas to be treated and disposed of appropriately with no possible entry to
state waters.
401-53 The Applicant shall notify Ecology of any changes to the amount of wetland impacts, or revisions to the mitigation plan.
401-55 The Applicant shall develop and implement a spill prevention and containment plan for this project and shall have spill cleanup
material available on site at all times during construction.
Franchise �00000c Exhibit E Page 6 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
401-56 Work that is out of compliance with the provisions of this Order, conditions causing distressed or dying fish, discharges of oil,
fuel, or chemicals into state waters or onto land with a potential for entry into state waters, is prohibited. If such work,
conditions, or discharges occur, the Applicant shall comply with WSDOT's most current Environmental Compliance Assurance
Procedure for Construction Project and Activities, notify the Ecology Project Coordinator per condition 6.1.a. and immediately
take the following actions:
a.Cease operations at the location of the non-compliance.
b.Assess the cause of the water quality problem and take appropriate measures to correct the problem and/or prevent further
environmental damage.
c.ln the event of a discharge of oil, fuel, or chemicals into state waters, or onto land with a potential for entry into state
waters, containment and cleanup efforts shall begin immediately and be completed as soon as possible, taking precedence
over normal work. Cleanup shall include proper disposal of any spilled material and used cleanup materials.
d.lmmediately notify Ecology's Regional Spill Response Office at 425-649-7000 and the Washington State Department of Fish
& Wildlife with the nature and details of the problem, any actions taken to correct the problem, and any proposed changes in
operation to prevent further problems. e.lmmediately notify the National Response Center at 1-800-424-8802, for actual spills
to water only.
401-57 3.Notify Ecology's Regional Spill Response Office at 425-649-7000 immediately if chemical containers (e.g. drums) are
discovered on-site or any conditions present indicating disposal or burial of chemicals on-site that may impact surface water or
ground water.
404-5 WSDOT and the Design-Builder must maintain the activity authorized by this permit in good condition and in accordance with
the terms and conditions of this permit. WSDOT and the Design-Builder are not relieved of this requirement if permitted activity
is abandoned, although WSDOT may make a good faith transfer to a third party in compliance with General Condition 4.
Should WSDOT and the Design-Builder wish to cease to maintain the authorized activity or should WSDOT and the Design-
Builder desire to abandon it without a good faith transfer, a modification must be obtained to this permit from this office, which
may require restoration of the area.
404-6 If WSDOT or the Design-Builder discover any previously unknown historic or archeological remains while accomplishing the
activity authorized by this permit, WSDOT must immediately notify the Corps of the finding. The Corps will initiate the Federal
and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the
National Register of Historic Places.
404-8 A Water Quality Certificate has been issued for this project, WSDOT and the Design-Builder shall comply with the conditions
specified in the Certificate as special conditions to this permit. For WSDOT's and the Design-Builder's convenience, a copy of
the Certificate is attached if it contains such conditions.
404-10 WSDOT and the Design-Builder shall allow representatives from the Department of the Army to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and
conditions of the Department of the Army Permit.
Franchise xxxxxx
Exhibit E
Page 7 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
FONSI-2 NOISE-To reduce construction noise at nearby receptors, WSDOT will incorporate the following activities where practicable:
• Limit the noisiest construction activities (e.g., pile driving) to between 7 a.m. and 10 p.m., to reduce construction noise levels
during sensitive nighttime hours.
• Equip construction equipment engines with adequate mufflers, intake silencers, and engine enclosures to reduce their noise.
• Turn off construction equipment during prolonged periods of nonuse to eliminate noise.
• Where possible, locate stationary equipment away from residences to decrease noise.
• Construct temporary noise barriers or curtains around stationary equipment that must be located near residences, to
decrease noise levels at nearby sensitive receptors.
• Require use of Occupational Safety and Health Administration approved ambient soundsensing backup alarms, to reduce
disturbances from backup alarms during quiet periods.
FONSI-16 Construction disturbances will be limited to the minimum area needed, the shortest duration, and an appropriate distance away
from water bodies as practical. Seasonal work windows will be identified and implemented.
FONSI-17 BMPs such as erosion-control fencing, landscaping, erosion matting, hydro mulching, soil imprinting, straw bales,
detention/sediment trap basins, and vegetated fringes as described in the HRM will be used as appropriate.
FONSI-20 Construction mitigation measures such as use of non-hazardous chemicals when possible and establishment of special
hazardous materials storage and handling areas will be implemented to reduce the use, transfer, and storage of hazardous
materials in sensitive areas.
FONSI-21 The Design-Builder will prepare and implement a Temporary Erosion and Sedimentation Control (TESC) Plan. The TESC Plan
will consist of operational and structural measures to control the transport of sediment. Operational measures will consist of
good housekeeping practices, such as removing mud and dirt from trucks before they leave the site, covering fill stockpiles or
disturbed areas, or avoiding unnecessary vegetation clearing. Structural measures will consist of the construction of temporary
structures to reduce the transport of sediment, such as silt fences or sediment traps. Should any BMP or other operation not
function as intended, the Design-Builder will take additional action to minimize erosion and maintain water quality.
FONSI-22 Fuel and chemical storage and fueling operations for construction vehicles and equipment will be located within secondary
containment areas during construction whenever practicable. A Spill Prevention Control and Countermeasures (SPCC) Plan
will be established for construction activities and will also detail the procedures that will be followed in the event of a spill to
prevent or minimize effects. The SPCC Plan will specifically address potential fuel spills from vehicles and potential spills of
chemicals that are commonly used during construction. Spill response equipment will be located at regular and specified
intervals within the construction zones to minimize countermeasure response times.
FONSI-23 The Design-Builder shall identify and develop staging areas for equipment repair and maintenance away from all drainage
courses except in areas that are already paved and where no excavation will occur within the staging area. The Design-Builder
shall prevent washout from concrete trucks from being dumped into storm drains or onto soil or pavement that carries
stormwater runoff. During work on the site, thinners and solvents will not be used to wash oil, grease, or similar substances
from heavy machinery or machine parts within the construction areas. The Design-Builder shall designate a washdown area for
equipment and concrete trucks.
Franchise �cx�cx Exhibit E Page 8 of 10
I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
FONSI-24 The Design-Builder shall obtain an NPDES (National Pollutant Discharge Elimination System) construction permit. The Design-
Builder shall ensure that water meets the standards specified in the NPDES permit prior to discharge from the construction site.
If necessary, water quality shall be improved by using such BMPs as sediment ponds to allow sediment to settle out prior to
discharge.
FONSI-25 The Design-Builder shall design and install BMPs for this project that will remove pollutants from runoff generated by the
project. With these BMPs, the runoff shall meet Washington State water quality standards listed in WAC 173-201(A).
According to Ecology, projects meeting the Ecology guidelines or equivalent standards, such as the WSDOT Highway Runoff
Manual, are presumed to meet federal and state water quality requirements. The Design-Builder shall provide routine
maintenance, in accordance with Project permits, for these BMPs.
FONSI-26 The Design-Builder shall develop plans for compensatory floodplain storage to compensate for temporary and permanent fill
will. Mitigation will compensate for fill by volume. Excavation for mitigation will be done in the same floodplain as the fill and the
same one-foot elevation.
FONSI-28 The Design-Builder shall protect groundwater quality during construction by implementing TESC and SPCC Plans to prevent
erosion, sedimentation, and spills.
FONSI-29 The Design-Builder shall provide an Environmental Compliance Manager to monitor groundwater quality, storage of hazardous
substances, chemical use practices, containment of hazardous materials and develop an Environmental Compliance Plan.
FONSI-30 The Design-Builder shall identify and locate staging areas away from all drainage courses except in areas that are already
paved and where no excavation will occur with the staging area.
Washout from concrete trucks will not be dumped into storm drains or onto soils or pavement that carries stormwater runoff.
During work on the Site, thinners and solvents will not be used to wash oil, grease, or similar substances from heavy machinery
or machine parts within the construction areas. The Design-Builder shall designate a wash down area for equipment and
concrete trucks.
FONSI-31 The Design-Builder shall ensure that fuel and chemical storage is stored within secondary containment areas. The secondary
containment shall be surfaced with an impermeable material and sized to contain the volume of stored fuel and/or chemicals.
To protect from rain and snow, it is recommended that containers and the secondary containment be inside a building or under
some type of protective covering. The cover must allow for adequate inspection.
Covered secondary containment must be large enough to contain ten percent of the free liquid in all containers or 100 percent
of the free liquid in the largest container.
Uncovered secondary containment must have capacity to hold the additional precipitation resulting from a maximum 25-year
storm lasting 24 hours. That is, the containment system must hold the volume of water resulting from a 24-hour rainfall with an
average rainfall intensity (in inches/hour) of a storm that should occur only once in every 25 years.
Franchise xxxxxx
Exhibit E
Page 9 of 10
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I-405/SR 167 Direct Connector - Commitments List for Renton
Commitment ID Description
FONSI-32 The Design-Builder shall conduct construction within the City of Renton's Aquifer Protection Zones 1 and 2 in compliance with
State of Washington Wellhead Protection Requirements outlined in WAC 246-290-135(4) and the City of Renton Municipal
Code RMC 4-9. The storage of fuel and construction chemicals and refueling operations shall not be allowed within the City of
Renton's Aquifer Protection Zone 1. Every effort shall be taken to minimize the storage of fuels and chemicals within Renton's
Aquifer Protection Zone 2.
Emergency countermeasures equipment shall be specified in the SPCC Plan and will be dedicated and maintained at
designated locations within Renton's Aquifer Protection Zones 1 and 2 for rapid and effective response to fuel spill from a
vehicle or chemical spill.
FONSI-33 The Design-Builder shall avoid placement of imported contaminated fill during construction. Imported fill must meet the state's
Model Toxics Control Act (MTCA) Method A or B soil cleanup standards (WAC 173-340-740) for unrestricted use. A fill
evaluation and testing plan will be developed prior to commencing construction activities.
FONSI-36 The Design-Builder shall use the stormwater collection and detention system to capture fuel and chemical spills from vehicles
using the stormwater collection and detention system. Any new stormwater systems installed for the project will include a shut-
off capability for containing a spill or release. The Design-Builder shall establish a plan to contain, clean-up, and minimize
potential effects from vehicular accidents.
FONSI-38 WSDOT, in partnership with the City of Renton, has developed a wetland mitigation bank called the Springbrook Creek
Wetland and Habitat Mitigation Bank (Bank). WSDOT intends to debit credits from this Bank to mitigate for permanent effects
to wetlands resulting from project construction.
FONSI-39 The Design-Builder shall conduct mitigation measures to offset construction effects to include the revegetation of all temporarily
disturbed soils resulting from construction activities. Planted shrubs and tree species will be maintained for a period to ensure
the revegetation of target cover types. Planting shall occur in areas that provide connectivity to existing wildlife habitat but still
meet safety and maintenance standards set forth by WSDOT.
CAO-9 The Design-Builder shall locate and design utilities to avoid natural, historic, archaeological or cultural resources to the
maximum extent feasible and mitigate adverse impacts where unavoidable. If any cultural resources are found all construction
activity shall stop and the WSDOT shall immediately notify the City of Renton planning department, concerned Tribes' cultural
committees, and the Washington State Department of Archeology and Historic Preservation.
BO-6 The Design-Builder shall monitor erosion control activities, including minimization measures and BMPs, and take corrective
action if necessary to ensure protection of riparian areas and waterways. The Design-Builder shall prepare, for WSDOT to
submit, reports on the Design-Builder's compliance with and the effectiveness of the above referenced erosion control BMPs,
minimization measures, and BMPs to the Services within 60 days of project completion.
Franchise xxxx�oc Exhibit E Page 10 of 10
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Adde�idum No. 1
Issued: 3/22/2016
Page 1 of 2
' City of Renton
Tolbot Nili Sewer Relocation -1-405, SR 167 IC/DC Project
t/1/WP-27-03812
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ADDENDUM 1V0. 1
Issued: March 22, 2016
To All Contract Document Holders:
You are hereby notified of the foflowing changes, deletions, additions, corrections and clarifications to
the plans, specifications and other documents comprising the Contract Documents for the City of
Renton, Lind Lift Station project.
Bid Proposal
REPLACE THE FOLLOWING:
7he third page of the bid schedule of prices shall be replaced with a new sheet attached at the end
of this addendum number 1.
The quantities for Bid Item 28 and Bid Item 29 have been revised as pertaining to the design plan
updates.
' Plans
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REPLACE THE FOLLOWING:
Repiace Plan Sheets 7 of 11, 8 of 11, and 9 of 11. These plans have been revised for the following
items:
1. WSDOT Instrumentation Notes revised to read "...points decommissioned by WSDOT prior
to construction." Contractor will not be responsible for the decommissioning.
2. There is a revision to the fill and temporary gravel access road. ihe temporary gravel access
road has been extended between Morris Ave S and Smithers Ave S and the associated fill
toward Smithers was increased for the road.
3. The notes for the temporary gravel road were revised to specify the width.
4. Note added to Sheet 9 that access to the private property (parking lot) is not available until
August 1, 2016.
End revisions for Addendum No. 1
' Addendum Nol Talbot.docx MAB
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Addendum No. l
Issued: 3/22/2016
Page 2 of 2
Addendum No. 1 is hereby made a part of the Contract Documents, and its terms and conditions
are fuliy binding on the Contract Document holder. He/she shall acknowledge receipt of
Addendum No. 1 by signing in the space provided below and attaching it to his/her proposal.
This Addendum No. 1 must be ack�owled�ed in the bid.
CITY OF RENTON
� �� � �-..��;-
Michael A. Benoit, Project Manager
Issued April 12, 2013
Received and Acknowledged:
Scarsella Bros. Inc.
CompanyName !
Signature of�rson receiving addendum
Vice President
iitl e
Bob Scarsella
3/22/16
Date
Addendum Noi Talbot.docx MAB
ICITY O� FiENiON PUBLIC WORKS DEPARTPtFNT
Ta(bot Hill Se�•.-ar Re(ocation - I-405, SR 167 IC/DC Project
' INVVP-27-03812
' (�:o�e: The oid price shali ba statad in figures only, in iarm; ef the units indicat2d and as to a to�al amo�.int. In tha event o; error; cr �vne; �
con(lict occurs, the unit p;ice bid shall govern, Illegibi� figures v�ill im:alidste the bid}
SEE SECTION 1-Q9.14 OF TtiE SPECIAL PROVISfONS FOR INFORMA710N ON BID ITEMS.
,ITE l�PPROX. Ii�E« UNIT PRICE A�:�OUNT
NO. QUAh�TITY Dollars Cen�s. Do!lars Cen�s.
' 23 8 Conne�f to Existing S?v;er Vanhole S� c�
Eaci� per Each
, 24 12 F�bandon Existing Saniiary Se�•:er �vtanhole S ca
Each per Each
, Adandon €. Fill Existing Sanitary Se�ver Main
25 i,530 Over 10" Diam. � �
' Linear Foot per L inear Foot
' Removal and Replacement oi Unsuitable
20 50 Foundation PJaleriai S S
Ton per Ton
t27 7,000 S�I�c' Import�d Trench Ba�kfil� � �
Ton per Ton
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28 7,500 Imported Gravel Borro�r� For Fill g �
Ton per Ton
,
� Crushed Surfacing Base Course for Gravel
' 29 2,500 Road � S
Ton per Ton
t30 50 Controlled Density Fill (Backfiil) (As Required) $ s�
Cubic Yard per Cubic Yard
� 31 650 As halt Patch Includin CST
P g C S �
Square Yard per Square Yard
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32 1 Surface Restoration $ �
, Lump Sum per Lump Sum
Subtotal S
' 9.5% Sales Tax S
Total S
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Addendum 1
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ADDEIVDUM IVO. 2
Issued: March 29, 2016
To All Contract Document Holders:
You are hereby notified of the following changes, deletions, additions, corrections and clarifications to
the plans, specifications and other documents comprising the Contract Documents for the City of
Renton, Talbot Hili Sewer Relocation - I-405, SR 167 IC/DC Project.
Special Provisions
The second parag�aph of "Section 7-22.3(4)A Qualifications" is deleted and replaced with the
following:
The Contractor shall provide the name and qualifications of the project superintendent, having a
minimum of three years of experieilce with the type of equipi»ent proposed for the «�ork, to the
Engineer for revie��v. The superintendent shall have completed a minimum of three pipe ramming
projects at 3C inches in diameter or greater. The superintendent shall have completed a minimum of
one pipe ram project guided with pilot tubes or a minimum of three auger bore or HDD projects
using pilot tubes. Provide the name of each project, the project owner, a contact person who can
verify the experience with a current phone number, and the details of the projecl including diameter,
drive length, specified slope, and soil conditions.
' Plans
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REPLACE THE FOLLOWING:
Replace Detail 5 on Sheet 10 of 11, with the attached Detail 5/10. This detail shows the revised fill
slope based upon the proposed additional fil) shown between STA 24+00 and STA 25+55 on Sheets
7 of 11 and 8 of 11 as included in Addendum 1. The horizontal extents of the fill as shown on
Sheets 7 of 11 and 8 of 11 may need to be extended northerly to meet slope requirements for the
additional depth to construct the access road as shown in the detail.
End revisions for Addendum No. 2
Addendum No. 2
Issued: 3/29/2016
Pa�e 1 of 2
City of Renton
Talbot HiII 5ewer Relocation -1-405, SR 1671C/DC Project
WWP-27-03812
Addendum No2 Talbot.docx MA9
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Paqe 2
Addendum No. Z
Issued: 3/29/2016
Page 2 of 2
Addendum No. 2 is hereby made a part of the Contract Documents, and its terms and conditions
are fully binding on the Contract bocument holder. He/she shall acknowledge receipt of
Addendum Na. 2 by signing in the space provided beiow and attaching it to his/her proposal,
This Addendum No. 2 must be acknowledged in the bid.
CITY OF RENTON
Michae! A. Benoit, Project Manager
Issued March 29, 2016
Received and Acknowledged:
Scarsella Bros. Inc.
CompanyName F
Signature of p�
Vice President
Title
receivingaddendum
Bob Scarsella
3/29/16
Date
Addendum IVo2 Talbot.docx MAB
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EXISTING 12" CULVERT
INV=44.00
GRADE TO MATCH EXIS�NG
FlLL MATERIAL TO BE GRAVEL
BORROW PER SPECIFlCATION.
KEY INTO EXISTING SLOPE -�
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ETHA FOAM PAD
FILL SLOPE WITH RIPRAP
� 12-FT GRAVEL ACCESS
RD PER DiL 9/10 5 5
PROPOSED BERM _
WITH PROTECIIVE RIPRAP rt C,O
_ (MIN 1' T}iICK) •�!
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38 LF � 1. 7R '� :%i �1' ,• i � � , ,"� ------. �
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` EX. 12" CULVERT
I N V=39.23
CONNECT TO EX.
CULVERT W/COUPLING
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Addendum No. 3
Issued: 3/31 /2016
Page 1 of 2
City of Renton
Talbot Hil! Sewer Relocafion -1-405, SR 1671C/DC Project
WWP-27-03812
ADDEIVDUM NO. 3
Issued: March 31, 2016
To All Contract Document Holders:
You are hereby notified of the following changes, deletions, additions, corrections and clarifications to
the plans, specifications and other documents comprising the Contract Documents for the City of
Renton, Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project.
Cal1 For Bids
The first paragraph of the Call for Bids is revised as follows:
Sealed bids will be received until 2:00 p.m. Tuesday, April 12, 2016 at the City Cferk's office, 7th
floor and will be opened and publicly read in Conference Room 511 on the Sth floor, Renton City
Hall, 1055 South Grady Way, Renton WA 98057.
End revisions for Addendum No. 3
Addendum No3 Talbot.docx MA8
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Addendum No. 3
Issued: 3/31 /2016
Page 2 of 2
Addendum No. 3 is hereby made a part of the Contract Documents, and its terms and conditions
are fully binding on the Contract Document holtier. HeJshe shall acknowledge receipt of
Adclendum No. 3 by signing in the space provided below and attaching it to his/her proposal.
This Addendum No. 3 must be acknowled�ed in tF�e bid.
CITY OF RENTON
,� -�...�c�--- ��---
Michaei A. Benoit, Project Manager
Issued March 31, 2016
Received and Acknowledged:
Scarsella Bros. Inc.
CompanyName ,
Signature of
receiving addendum
Bob Scarsella
Vice President
Title
3/31/16
Date
Acldendum No3 Talhnt.dor_x MAB
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Addendum \o. 4
Issued: 4/6/2016
Page 1 of 2
City of Renton
Talbot Hill Sewer Relocation - I-405, SR 1671C/DC Project
WWP-27-03812
ADDENDUM NO. 4
Issued: April 6, 2016
To All Contract Document Holders:
You are hereby notified of the following changes, deletions, additions, corrections and clarifications to
the plans, specifications and other documents comprising the Contract Documents for the City of
Renton, Talbot Hill Sewer Relocation - I-405, SR 167 IC/DC Project.
Special Provisions
The fifth paragraph of "Section 7-22(5) Equipment" is deleted and replaced as follows:
'� ���t,t�tt �r€-t��t�-� L ����-�� �i-�-ri-ti�� {�+ -k� ��-� s� 3 � ���� �-�r��,�r � -r°����� �� ��ia t����� t-� �
�,,., „a , „
���.
The anlount of o��ercut shall be limited to less than 1-inch lar�er on radius (2 inches larger on
diameter) than the outside of the ratnmed casin�. �
The fifth paragraph of "Section 7-22(7) Casing Installation" is deleted and replaced as follows:
=�=k�,r�...,,,.,,,.,,... ��,,,��,��,,,�� �.., „��.,,.,.... ,. , + .� . �}E�trit����'�r- c� �=c3tk;
�.1, , F-arrczr•c=�'r£-�r`r.
�
It is the Contractor's responsibility to control conditions at the face of the easing installation to
prevent over-excavation. The Contractor shall ensure� that a sufficient soil plug, or alternate means, is
utilized to control conditions at the face. The Contractor shall use launch and reception shaft seals."
End revisions for Addendum No. 4
Addendum No4 Talbot.docx MAB
Addendum No. 4
Issued: 4/6/2016
Page 2 of 2
Addendum No. 4 is hereby made a part of the Contract Documents, and its terms and conditions
are fully binding on the Contract Document holder. Ne/she shall acknowledge receipt of
Addendum No. 4 by signing in the s�ace provided below and attaching it to his/her proposai.
This Addendum No. 4 must be acknowled�ed in the bid.
CITY OF RENTON
11� �,�.. �-�'��-- _--� —____�.-.�--_..
Michael A. Benoit, Project Manager
Issued April 6, 2D16
Received and Acknowledged:
Scarsella Bros. Inc.
Company Name
5ignature of pe�
Vice President
Title
receiving addendum
Bob Scarsella
4/6/16
Date
Addendum Na4 Talbot.docx MAB