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HomeMy WebLinkAboutContract r
Award Date: August 2,2010 CAG 10-067
Awarded to: EnD General Construction,Inc.
28605 SE 216'h Lane
Maple Valley,WA 98038
$878,600.36
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Bidding Requirements,City of Renton
Forms,Contract Forms,Conditions of the
Contract,Plans and Specifications m..
City of Renton
Construction of:
Logan Ave. N. Stage 2 Lake
Washington Trail Project
APPROVED FOR CONSTRUCTION:
PROJECT NO. #CAG 10-067
/w -IV
Federal Aid#STPE 1070(006)
Robert M. Hanson, PE Date
Transportation Design Supervisor
City of Renton
1055 South Grady Way
Renton,WA 98057
General Bid Information:
Project Manager:
James P. Wilhoit 425-430-7319
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CITY OF RENTON
RENTON, WA
CONTRACT DOCUMENTS
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For the
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Logan Ave. N. Stage 2 Lake Washington Trail Project
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Federal Funded Project: STPE 1070 (006)
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.. City Project No. CAG 10-067
BIDDING REQUIREMENTS
CONTRACT FORMS
CONDITIONS OF THE CONTRACT
+� SPECIFICATIONS
PLANS
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CITY OF RENTON
1055 South Grady Way
Renton, WA 98057
I. CALL FOR BIDS CITY OF RENTON a
Table of Contents
I. CALL FOR BIDS
II. INTRODUCTION
1. INSTRUCTIONS TO BIDDERS
2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
4. SCOPE OF WORK
III. PROJECT PROPOSAL
1. BIDDER'S CHECKLIST
2. *PROPOSAL wr
3. *SCHEDULE OF PRICES
4. *ACKNOWLEDGE OF RECIEPT OF ADDENDA
5. *BID BOND FORM
6. *CERTIFICATION FOR FEDERAL-AID CONTRACTS
7. *CERTIFICATIONS OF EEO REPORT
8. *NON-CONCLUSION AND DEPARTMENT AFFADAVIT
9. *ASSIGNMENT OF ANTITRUST CLAIMS
10. *MINIMUM WAGE AFFIDAVIT FORMS
11. SUBCONTRACTOR LIST
12. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATE
IV. CONTRACT DOCUMENT FORMS
1. **BOND TO THE CITY OF RENTON
2. "LANDSCAPE AND IRRIGATION MAINTANENCE BOND
3. **CONTRACT AGREEMENT (FHWA) rr
4. **CITY OF RENTON INSURANCE INFORMATION FORM
5. **CITY OF RENTON STANDARD ENDORSEMENT FORM
6. **CERTIFICATE OF INSURANCE ["ACORD FORM"] (SAMPLE)
V. REQUIRED DOCUMENTS FOR FEDERAL-AID CONSTRUCTION CONTRACTS
1. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION .r
VI. CONTRACT SPECIFICATIONS
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1. AMENDMENTS TO THE STANDARD SPECIFICATIONS
2. SPECIAL PROVISIONS
APPENDIX A—PREVAILING WAGE RATES
APPENDIX B—STANDARD PLANS
APPENDIX C—EASMENTS/PERMITS
APPENDIX D—GEOTECHNICAL INFORMATION
*Submit with Bid
**Submit at Notice of Award
go I. CALL FOR BIDS CITY OF RENTON
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CALL FOR BIDS
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I. CALL FOR BIDS CITY OF RENTON w
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..+ I. CALL FOR BIDS CITY OF RENTON
CITY OF RENTON
Project No. CAG 10-067
Logan Ave. N. Stage 2 Lake Washington Trail Project
CALL FOR BIDS
Sealed bids will be received until 2:30 p.m. Tuesday June 15, 2010 at the City Clerk's office, 7`h floor and
will be opened and publicly read in conference room 511 on the 5`h floor, Renton City Hall, 1055 South
Grady Way, Renton WA 98057.
The work to be performed within 100 working days from the date of commencement under this contract
shall include, but not be limited to:
Construction of a Asphalt Concrete Pavement shared-use trail along Logan Ave. N. from N. 6th Street to
N. 3rd Street. Work includes the re-channelization of Logan Ave. N., construction of concrete curb and
gutter, landscaping, irrigation, illumination, signingand nd adjustment of existing utilities.The Trail section
consists of ACP Cl. B, and the other portions of new pavement consist of Concrete, and HMA Cl. 12" PG
64-22.1
The City reserves the right to reject any and/or all bids and to waive any and/or all informalities.
The Engineers opinion of cost is $750,000 to $lmillion.
A Disadvantaged Business Enterprise (DBE) mandatory goal of 16% has been established for this
project.
Bid documents will be available Tuesday, May 25, 2010. Plans, specifications, addenda, and plan holders
list for this project are available on-line through Builders Exchange of Washington, Inc., at
ham://www/bxwa.com. Click on"bxwa.com"; "Posted Projects"; "Public Works", "City of Renton",
"Projects Bidding". (Note: Bidders are encouraged to"Register as a Bidder," in order to receive
automatic email notification of future addenda and to be placed on the"Bidders List." Questions about
the project shall be addressed to , James Wilhoit, City of Renton, Public Works, 1055 Grady Way, Fifth
Floor,Renton,WA, 98057,phone (425)430-7319, fax (425)430-7376.
` A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany
each bid.
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The following is applicable to Federal-Aid Projects:
The City of Renton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252,
42 U.S.C. 2000d to 2000d-4 and title 49, Code of Federal Regulations, Department of
Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in federally
assisted programs of the Department of Transportation issued pursuant to such Act, herby
notifies all bidders that it will affirmatively insure that in any contract entered into
pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR
" Part 23 will be afforded full opportunity to submit bids in response to this invitation and
will not be discriminated against on the grounds of race, color, national origin, or sex in
consideration for an award.
The City's Fair Practices, Non-Discrimination, and Americans with Disability Act Policies shall apply.
Bonnie I. Walton, City Clerk
Published:
Daily Journal of Commerce May 25, 2010; June 1, 2010; June 8, 2010
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I. CALL FORBIDS CITY OF RENTON to
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vw II. INTRODUCTION CITY OF RENTON
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II
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INTRODUCTION
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11. INTRODUCTION CITY OF RENTON gr
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II. INTRODUCTION CITY OF RENTON
INSTRUCTIONS TO BIDDERS
1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City
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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.
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No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be
submitted on the forms attached hereto.
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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 and copies obtained at the Public Works Department Office. Bidders shall
.r� 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
r■ 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.
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7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed
advantageous to the City to do so.
8. A certified check or satisfactory bid bond made payable without reservation to the Director of
Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall
.r 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.
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9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the
City may request further information on particular points.
10. The bidder shall, upon request, furnish information to the City as to his financial and practical
ability to satisfactorily perform the work.
11. Payment for this work will be made in Cash Warrants.
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II. INTRODUCTION CITY OF RENTON 10
12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's as
compensation, public liability, and property damage as indicated on forms enclosed under
Attachment A herein and as identified within Specification Section 1-07.18.
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.
15. Payment retainage shall be done in accordance with Section 1-09.9(1) "Retainage " and Sectionl-
09.9(3) "Contracting Agency's Right to Withhold and Disburse Certain Amounts" located in City of
Renton Supplemental Specifications.
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. rri
17. Trench Excavation Safety Systems
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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.
no
II. INTRODUCTION CITY OF RENTON
19. Employment of Resident Employees
The CONTRACTOR and subcontractors shall employ Washington State residents in accordance
with the requirements of RCW 39.16.
20. 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.
21. Standard Specifications
rr 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 and 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.
o� 1. WSDOT/APWA "2010 Standard Specifications for Road, Bridge and Municipal
Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated
title "Standard Specifications."
A. Any reference to "State," "State of Washington," "Department of Transportation,"
"WSDOT," or any combination thereof in the WSDOT/APWA standards shall be
modified to read "City of Renton," unless specifically referring to a standard
•+ specification or test method.
B. All references to measurement and payment in the WSDOT/APWA standards shall be
detected and the measurement and payment provisions of Section 1-09, Measurement
and Payment(added herein) shall govern.
22. If a soils investigation has been completed, a copy may be included as an appendix to this
r document. If one has not been provided for this project by the City or Engineer, the Bidders shall
familiarize themselves adequately with the project site and existing subsurface condition as needed
to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations
.r and investigations as they see fit. The Bidder shall be responsible for protection of all existing
facilities, utilities and other buried or surface improvements and shall restore the site to the
satisfaction of the City.
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IL INTRODUCTION CITY OF RENTON go
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?
no
❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales
tax?
❑ Has the proposal been signed?
❑ Have you bid on ALL ITEMS and ALL SCHEDULES?
❑ Have you submitted the Subcontractors List (If required)
❑ Have you reviewed the Prevailing Wage Requirements?
❑ Have you certified receipt of addenda, if any?
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#91 II. INTRODUCTION CITY OF RENTON
CITY OF RENTON
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SU'RdARYOFAMF.RICANS WITHDISABII.ITIESACTPOLICY
ADOPTED BYRESOLU770NNO. 3007
The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure
employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the
disability. This policy shall be based on the principles of equal employment opportunity, the Americans With
rir Disabilities Act and other applicable guidelines as set forth in federal, state and Iocal laws. All departments of the City
of Renton shall adhere to the following guidelines:
rr (1) EMPLOYMENT PRACTICES - All activities relating to employment such as
recruitment, selection,promotion,termination and training shall be conducted in a non-
discriminatory manner. Personnel decisions will be based on individual performance,
staffing requirements, and in accordance with the Americans With Disabilities Act and
other applicable laws and regulations.
(2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton will cooperate fiilly 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 force and to assure equal employment 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) CONTRACTOR' OBLIGATION - Contractors, subcontractors, consultants and
suppliers conducting business with the City of Renton shall abide by the requirements
of the Americans With Disabilities Act and promote access to services, activities and
programs for people with disabilities.
Copies of this policy shall be distributed to all City employees,shall appear in all operational documentation of the City,
rr� including bid calls, and shall be prominently displayed in appropriate City facilities.
CONCURRED IN by the City Council of the City of Renton, Washington,
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this 4th day of October 1993.
r CRENTON RENTON CITY COUNCIL:
7, Q,PALA,&
Mayor 0ouncil President
Attest:
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City Clerk
11. INTRODUCTION CITY OF RENTON 10
CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 3229
It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to r7ri
ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic
background, gender, marital status, religion, age or disability, when the City of Renton can reasonably
accommodate the disability, of employees and applicants for employment and fair, non-discriminatory
treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related
activities included recruitment, selection, promotion, demotion, training, retention and
separation are conducted in a manner which is based on job-related criteria which does not
discriminate against women, minorities and other protected classes. Human resources
decisions will be in accordance with individual performance, staffing requirements,
governing civil service rules,and labor contract agreements.
(2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS -The City of Renton will
cooperate fully with all organizations and commissions organized to promote fair practices
and equal opportunity in employment.
(3) AFFIRMATIVE ACTION PLAN-The City of Renton Affirmative Action Plan and Equal
Employment Program will be maintained and administered to facilitate equitable
representation with the City work force and to assure equal employment opportunity to all.
It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer,
department administrators, managers, supervisors, Contract Compliance Officers and all
employees to carry out the policies, guidelines and corrective measures set forth in the
Affirmative Action Plan and Equal Employment Program.
(4) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and
suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair
Practices and Non-discrimination policies set forth by the law and in the City's Affirmative
Action Plan and Equal Employment Program.
Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation
of the City,including bid calls,and shall be prominently displayed in appropriate city facilities.
CONCURRED IN by the City Council of the City of RENTON, Washington,this 7ttday of October, 1996.
CITY OF RENTON: RENTON CITY COUNCIL:
payor Council President
,Attest:
City Cler
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to II. INTRODUCTION CITY OF RENTON
CITY OF RENTON
Project No. CAG 10-067
Logan Ave. N. Stage 2 Lake Washington Trail Project
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:
Construction of a Asphalt Concrete Pavement shared-use trail along Logan Ave. N. from N. 6`h
Street to N. 3d Street. Work includes the re-channelization of Logan Ave. N., construction of
concrete curb and gutter, landscaping, irrigation, illumination, signing and adjustment of existing
rr utilities. The Trail section consists of ACP Cl. B, and the other portions of new pavement consist
of Concrete, and HMA Cl. 12"PG 64-22.
Any contractor connected with this project shall comply with all Federal, State, County, and City codes
+re and regulations applicable to such work and perform the work in accordance with the plans and
specifications of this contract document. A total of 100 working days will be allowed for the completion
of this project.
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II. INTRODUCTION CITY OF RENTON 1a
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III PROJECT PROPOSAL CITY OF RENTON
PROJECT: Logan Ave. N. Stage 2 Lake
Washington Trail Proiect CAG NO.: 10-067
.. COMPANY: _. BID AMOIT V"15, n S 1 .9 (P
Elul) Cie ll er0.1 Can454. t r1C . Q
ADDRESS: TEL.NO.:
a$loo5' se w(411 LAi. aoG.'?gb.6383
III
.. PROJECT PROPOSAL
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ge 19 Section III Project Proposal
1'�'ovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
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BIDDER'S CHECKLIST
1. PROJECT PROPOSAL COVER SHEET
2. _ BIDDER'S CHECKLIST
3. PROPOSAL FORM
4. SCHEDULE OF PRICES
5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA
6. A_ BID BOND FORM
7. CER'T'IFICATION FOR FEDERAL-AID CONTRACTS
8. CERTIFICATION OF EEO REPORT
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9. NON-COLLUSION AND DEBARMENT AFFIDAVIT
10. �xx ASSIGNMENT OF ANTITRUST CLAIMS
r. 11. J` MINIMUM WAGE AFFIDAVIT FORM
12. ri DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION
" 13. SUBCONTRACTOR LIST FORM
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Above documents 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.
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ige 20 Bidder's Checklist
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
up CITY OF RENTON
Project No.CAG 10-067
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Logan Ave.N.Stage 2 Lake Washington Trail Project
PROPOSAL
TO THE CITY OF RENTON
RENTON,WASHINGTON
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Ladies and/or Gentlemen:
r.. The undersigned hereby certify that the bidder has examined the site of the proposed work and have read
and thoroughly understand the plans, specifications and contract governing the work embraced in this
improvement,and the method by which payment will be made for said work,and hereby propose to
undertake and complete the work embraced in this improvement,or as much thereof as can be completed
.� with the money available,in accordance with the said plans, specifications and contract and the following
schedule of rates and prices:
[Note:Unit prices for all items,all extensions,and total
amount of bid should be shown. See attached CITY OF
RENTON PUBLIC WORKS DEPARTMENT(Schedule of
Prices)pages 1-7 for specific instructions on filling out form.]
Printed Name: cif e —Sqd' S
Signature:
Address: Q,$b05 Sc a ua� L4rve-
ar Names of Members of Partnership:
No
ow —
am OR
Name of President of Corporation
Name of Secretary of Corporation J GAr( CN G�C1R(S
Corporation Organized under the laws of W P!-
;?Ib 6 S Ivry.
With Main Office in State of Washington at
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I ge 21 Proposal
0 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
8/15/2010
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
(Schedule of Prices)
Logan Ave.N.Stage 2 Lake Washington Trail Project
Inca:umt w�r«dl irons,.n..lensans.and tar amwm d bie an.Il be slwan Enw and Prices in numenrel rroure:«.Ir m
electrank Gd form mlirie(insgucEma f«accessing ebcPonic bk norm b be«aided Nraroh BWdera Exc.—d
W as"W,Inc.a htt:/Avew.bnva com).DovMoed«inletl cwy d wnPleted/«m arltl submit wiN Nd SI—df—ii
bk PaoAage camPlaletl xM ewmerical froures mly r«unit MKes f«NI r«ms.M asronzians,x ro . t d bd.is ecoeplabb
In gau d eeenbeaed eI«o-«.c r«m,bvt numeriw rrouroa mutt be typed.na h.q-..itron.)
REM. APPROX. UNIT PRICE ANOIINT
NO. QU ITEM DWMn.Cerde Ddlm.CeMe
SECTION 1
1 1 CONTRACTOR SUPPLIED SURVEYING
LS \O\O\\\\\\\\\\\\\ \\\\\\\O\\\\\\\O\\\\\\\\\\\�\O��\\�\\\\\\\\\\OO\\f 5,480.00 $ 5.460.00
per Lump Sum(LS) gures
2 1 MOBILIZATION/DEMOBILIZATION,SITE
PREPARATION AND CLEAN-UP
LS37.817.50 $ 37.617.50
per Lump Sum(LS) gures -
3 1 TEMPORARY TRAFFIC CONTROL
LS S 18,746.40 $ 18.748.40
per Lump Sum(LS) gures
4 1 SWPPP PLAN
LS $ 572.00 $ 572.00
per Lump Sum(LS) ures
5 1 Spill Prevention,Control and
Countenneasuies Plan
LS f���\\\�$ 288.00 $ 288.00
per Lump Sum(LS) figures
6 EST EROSIONIWATTER POLLUTION CONTROL
FA $ 10.000.00 S 10,000.00
per Force Account(FA) figures
7 1 CLEARING AND GRUBBING
LS $ 5.517.39 $ 5.517.38
per Lump Sum(LS) figures
8 3,362 ASPHALT CONIC PAVEMENT REMOVAL
SY \\\\\\��\\\��\\\\\\\\\����\\\\\\\\���\�\\\\\\\�\VARA\�\�\��\\\��$ 4.88 $ 16.339.32
per Square Yard(SY) figures
9 1 REMOVE METAL SIDEWALK COVER
LS �\\\\\\\\\��\\��\h\��\\\\\\\��\\\\\\\��\\\\\\\\\\\\\\\\\\\�\\�\�\\��\��$ 5,721.38 $ 5,721.38
per Lump Sum(LS) figures
10 1,391 SIDEWALK REMOVAL
BY \\\\��\\\\ \%% \\\\\\\\��\\\\\\\\\\\\\\\\\\\\\\���\��\�E 2.42 f 3,388.22
per Square Yard(SY) figures
11 2,160 CURB&GUTTER REMOVAL(LF)
LF \� $ 1.02 $ 2,203.20
t� per Linear Foot gures
12 7 ��R�EMOVE CATCH BASIN TYPE 1
FA VOA����\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\\\\\\\�\\�E 68.58 f 480.06
per Each(EA) gures
13 320 REMOVE 12'C��ONC.STORM SEWER
LF \\\\\\\\��\���\\\\\\\\\\\\\\\\\\\\\\\\�\\��\�\\�\\\\\\\\� 8.37 E - 2.038.40
per Lineal Foot(LF) gures
14 3 RELOCATE PRIVATE SIGN
EA
�W\, \�\\\\\\\\\\\�\\\\\�\\�\\\\\\ 221.89 f 665.87
per Each(EA) gures
15 2,394 �S�AWCUT EXISTING PAVEMENT
(o LF \\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ E 1.45 $ 3,471.30
per Lineal Fool LF ures Q 'J r
$ 433
16 15 UTILITY POTHOLING cT��Li--/ F� 1 1 -Z `
.44 $ 6,501.60
per Each(EA) Cj
t n 1,400
ROADWAY EXCAVATION INCL.HAUL
CY \ 3.78 S 5,292.00 y
per Cubic Yard(CY) gures 1 Vim'
18 300 UNSUITABLE FOUNDATION EXCAVATION ✓ r
INCL.HAUL
CY \\\\\\\\\\\\\ \\\��\\\\\\\\\\\\\�\\\\��\\\\\\\\\\\\\\\���$ 10.98 S 3,294.00
per Cubic Yard(CY) gures
19 2,230 CEMENT CONIC.TRAFFIC CURB AND GUTTER
LF \\\\\\\\\\\��\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\\\\\\\\\��$ 7.15 $ 15,944.50
per Lineal Foot(LF) figures
20 445 CEMENT GONG.DRIVEWAY ENTR.TWE CM OD
SY $ 38.50 $ 17,132.50
per Square Yard(SY) gures
21 1,474 CRUSHED SURFACING TOP COURSE
TON \\\\\��VAAA\��\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\\\\\\\\�E 19.36 $ 28,538.64
Per Ton(TON) gures
22 1,700 GRAVEL BORROW INCL.HAUL
TON \\\��\\\\ $ 13.07 $ .22,219.00
per Ton(TON) figures
i� 23 582 HMA CL.112 1N.PG 64-2
TON \\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\ E 95.70 E 55,897.40
per Ton(TON) _figures
24 197 CEMENT CONIC.SIDEWALK
SY \\\\\\\\\\\\\\��\\\\\\��\\���\\\\\\\\\\\\\\\\\\\\\\\\\���\\1�$ 20.90 $ 4,117.30
per Square Yard(SY) gures
25 20 CEMENT CONIC...PAVEMENT
cv ��\\par C\ubirrYarrd ICA�\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\�\\\�\\\\�$ 220.09 $ 4.400.00
per Cubo Yard(CY) gures
28 8 ADJUST UTILITY(WATER VALVE BOX)
' $ 185.00 $ 1,480.00
per Each(EA) gures
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1 CWaara�ND�uma,OID WORKSHEETS�a BM PROPOSAL - 1013
8115/20';
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
(Schedule of Prices)
Logan Ave.N.Stage 2 Lake Washington Trail Project
im (No1e:and«ices r«ell�.,NI e.tms,m:..nd rold m�wm a Na N,rl e.:l,a.,,.Enron ma Paces in num«icel rrowez mlr m
ebcemm bk r«m mune(Inshuctlme r«accessirro a mk bid rmn m be pra th h Rudders Evche a
W eshlrromn,Inc.0 httpJ m bxz.wm).Downbed Panted m Y a mmpMed/mn aN wbnd wiN M Submissim a rmn in
bk pw*,.c«npleled w numerical rroures m1Y f«ural Vines I«eN Imns,ell ulmsana.erW Mel amount d bid,is acceplebb
In Xeu a davnbadad electronic Imn,but nume 1 fro-=t be peed,na hrA-writlm.)
ITEM APPROX. UNIT PRIDE AMOUNT
NO. QUANTITY REM Defs .Certs DoftmC.Rte
27 7 RELOCATE UTILITY(JUNCTION BOX)
EA $ 308.00 $ 2.156.00
per Each(EA) ores
28 2 ADJUST UTILITY(SD MANHOLE)
EA 285.00 $ 570.00
per Each(EA) gures
29 3 ADJUST WATER METER
EA ����������������������������������������������������$ 112.00 $ 336.00
per Each(EA) gures
30 9 CATCH BASIN TYPE 1
��������� �������������������������������������������$ 966.26 $ 8,696.34
per Each(EA) fig-
31 7 CATCH BASIN�TT�YPE 2-48"
EA ����������VAAA���������VAAA����������������������������������������������$ 2.157.52 $ 15.102.64
per Each(EA) figures
32 1 CATCH BASIN TYPE 2-00"
EA $ 2,503.95 $ 2.503.95
per Each(EA) gures
33 4 OPEN CURB FACE-FRAME&GRATE
EA -305 $ 1.223.68
per Each(EA) gures
34 28 STORM DRAIN PIPE,81N.DIAM.
LF $ 25.47 $ 713.16
lw per Lineal Foot(LF) gures
35 642 STORM DRAIN PIPE,12 IN.DIAM,
LF \\ 18.47 $ 11.657.74
per Lineal Fcot(LF) (gures
36 10 CONNECTION TO DRAINAGE STRUCTURE
EA ���������������� � �������������������������������$ 514.39 $ 5.143.90
No per Each(EA) fgures
37 EST RESOLUTION OF UTILITY CONFLICTS
FA ����0����� \\\\��� ���0�������������O���O���O��$ 10.000.00 $ 10.000.00
per
Force Account(FA) figures
38 1261 TOPSOIL TYPE A
CV 35.75 $ 45.080.75
per Cubic Yard ICY) ores
IP218
BARK OR WOOD CHIP
$ 44.00 $ 4,796.00
per Cubic Yard(CY) gures
PSIPE FRAXINUSAMERICANA'AUTUMN
APPLAUSE'3'CAL.B&B
330.00 $ 6.600.00
per Each(EA) - ores
PSIPE ARBUTUS UNEDO'COMPACTA'3
GAL.
���� � ���� �����\\\����������������������������$ 27.50 $ 5.995.00
per Each(EA) gures
42 21 PSIPE VIBURNUM PLICATUM'NEWPORT 3
EA \\H�\\\\����� ����� ��������������������������������� 22.00 $ 462.00
per Each(EA) ures
43 47 PSIPE HYDRANGEA OUERCIFOLIA'PEE
WEE'3 GAL.
I� � ����������������������������������������\$ 2200. $ 1,034.00
per Each EA gures
44 21 PSIPE RIBES SA\\NGUINEUM'BROCKEL...' \\\\\
\\\������ ���\\\���������������������� \\3$ 22.00 $ 462.00
per Each EA figures
45 73 PSIPE SPIRAEA JAPONICA'WALBUMN 2 GAL.
` ������� ���� �������������������������������\$ 20.35 $ 1.48555
per Each(EA) f u
46 53 PSIPE NANDINA DOMESTICA'GULF
EA 24.75 $ 1.31135
Per Each EA ores
47 58 PSIPE PENNISETUM ALOPECUROIDES
f 'HA\�\MELN'\\2\\�\GAL.
EA ���\\\O�O���\RN\\����� 0�������0�������000��0��������������$ 16.50 $ 957.00
per Each(EA) ores
48 73 PSIPE HELICTOTRICHON SEIr1PERVIRENS
��SAAPP�PHIRE'2 GAL.
FA \\ $ 18.15 $ 1.324.95
per Each(EA) ores
49 255 PSIPE PRUNUS IAUROCERASUS
Mr.VERNON.1 GA-,
EA ������ ���\\\\\\\���������������������\\\\�����$ 9.90 $ 2.524.50
per Each EA ores '
50 265 PSIPE LO���NICERA PILEATA 1 GAL
EA � �����\\\ ���� ����������������������������������� 9.90 $ 2.623.50
per Each(EA) ores
r52
12,656 PSIPE RUBUS PENTALOBUS ePOT.
EA ������� ���������������������������������������������������� 770 $ 20,451.20
per Each EA 2,800 ROOT BARRIER 24"
LF $ 7.70 $ 21 500.00
Per Lineal Foot LF ores
L� C Ww,s ENDIDmmranWOIO W ORKSHEETSV o 04 PROPOSAL _ 2 0l 3
P'15/..J10
fill
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
(Schedule of Prices)
Logan Ave.N.Stage 2 Lake Washington Trail Project
m (Nog:Unit pncea f«Al ibna,M etenswns,—1 Mel amwnl Of W atoll be afwm.Enter—prices m numerical figures mly in
dectronk Nd ram m—(inabucdma ran ecco«ng ebNmic W form W W proN4ed ft,*8u110era Evrhe d
W aahirigtm,Inc.at http lb—1-8a ).Dosmloed ported copy d cane form and sibnit weh Nd.Subnissipn d form in
Nd peckp—pWW wN numerictl fqures mly far udl prices fP,.lama,dl a tensions.rM blal—d bid,is ersMtebls
in lieu d dovmkeded eleceaxc farm,Ed numecN rpurer must be typed,rlpl I—J-wrlaen)
ITEM APPROX. UNIT PRICE AMOUNT
NO. QUANTITY ITEM Doisn.Cerlts Dollnrs.Cents
53 1 IRRIGATION SYSTEM
LS �����\��������������� �\\����\\\\�������\��\�\\\\\\\�\�\�$ 31,350A0 $ 31.350.00
per Lump Sum(lS) ores
54 2 SERVICE CONNECTION.1 IN DIAM.
EA ��\\\�� ��\\\����\\\\\\��\\\���\\���\\�\\\\\���\\\�\�\\\������\��$ 1,490.77 $ 2.981.54
per Square Yard(SY) ores
55 1 PLANT ESTABLISHMENT-2ND YEAR
LS ����\�����\\\����\\\\\\\\\\\\\\\��\\���������������\\\\\\\\�$ 13,200.00 $ 13200.00
per Lump Sum(LS) figures
56 10 BOLLARD TYPE 1 p
EA \\����\\\�����������\���VAAA�����\\\\\�\\���\�\\\\\\�\�\\�\���$ 484.00 $ 4.840.00
per Each EA ores
57 42 RAISED PAVEMENT MARKER TYPE 1
HUND ��\\\��\\\\\\\\\\\\\\\\\\\\\\\��������\\\�����\\�\\\��������\\�\\�\\\�$ 189.10 $ 8.362.20
per Hundred HUND) ores
58 4 RAISED PAVEMENT MARKER TYPE 2
HUND ����\��������UA��������\\\����\\�\\������������\\��\\\��\\\\�$ 353.10 $ 1,412.40
per Hundred HUND) ores
rw 59 16 REMOVING PLASTIC TRAFFIC MARKING
EA \\\\��\\����������\�����\��\\�������\\�\�\\\\\����\\\\\\\\������\�$ 38.50 $ 616.00
per Each(EA) ores
60 50 REMOVING RAISED PAVEMENT MARKER
HUND ���������\���\��\\\\\\\\\\����\\���������������������\�\\\�$ 100.10 $ 5.005.00
per Hundred(HUND) ores
61 26 PLASTIC TRAFFIC
�ARROWS
\��\\�����������VAAAA��\\������\��\\�\\��\���\��\���\\\�����$ 67.10 $ 1.744.60
per Each(EA) f ures
62 48 P�LA�\ST�IC STOP LINE
LF \\u\\\\\\����\\\\\��\���\\\\\\\���\\\��\\\������\���\����\\��\\\\\���$ 4.08 $ 185.84
per Lineal Foot(LF) gores
63 125 PLASTIC CROSSWALK LINE
SF ���������������������\\\�����\\������������������\���$ 3.53 $ 441.25
Pers, Foot(SF) gores
64 1,930 PAINT STRIPE 4'
LF �\��������\\\\\���\\��\ ���������\�\\��\\\\\�\����������$ 0.28 $ 540.40
per Lineal Foot LF ores
65 1 �PERM��A�NENT SIGNING
LS n\\\\0�� ���OO���\�0����\\�0��������O�O��\\\�\\���$ 7,056.50 $ 7,056.50
per Lump Sum(LS) ores
66 6,000 TEMPORARY PAVEMENT MARKING
LF 0.23 0.23 $ 1,380.00
per Lineal Foot(LF) ores -
N 67 1 \�IILL\HLL\\U\WSMW\IN\\A\\TION SYSTEM
LS
LS
$ 255200.00 $ 255200.00
Per Lump Sum(LS)
ores
68 20 12'DIA.CLASS 52 DI WATER MAIN 6 IN.DIAM.
LF \ \��\ y,J,l,j�\lI✓,VI���ii��l!\li'iA\!,i'1,\f;l\'iiY�,li�(,�� 37.13 $ 742.60
per Lump Sum LS ores
to 69 30 12"DIA.CLASS 52 DI WATER MAIN 12 IN.DAM.
LF \��'a��\\\"II\.u6(\\\\ \\�\\�.,:'�4'��Vs\,� 883 $ 2,514.90
per Lump Sum(LS) ores
70 2 GATE VALVE B IN.
\, \\\\a\\',j'\\ i\, \\W\'\\\,aac,A�t?s\\,\ 0.60 $ 1.20
per Each EA ores
1 IT
SLEEVE AND VALVE ASSEMBLY 12'
7 EA 11\\\\@n\ 4.e57.64 $ 4.657.e4
per Each EA ores
1 TAPPING SLEEVE AND VALVE ASSEMBLY 8"
EA , 6,849.27 $ 6,849.27
per Each EA ores
� 73 2 BLOWOFF ASSEMBLY2IN
EA , !I(\,u�,9 1,632.86 $ 3,665.72
par Each EA
74 1 FIRE HYDRANT ASSEMBLY
EA 3,471.24 $ 3,471.24
per Each EA ores
75 3 REPLACE FIRE HYDRANT
$ 3.304.73 $ 8,914.19
per Each(EA' ores
78 EST INCORPORATE ARTWORK
FA \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\S\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\$ 10,000.96 $ 10,000.00
Fonce Account FA figures
77 1,829 PLANFNG BRUNMINO���U�S PP\\\A\VEMENT
ow SY \�� \\\\\����\\���\��� \h\\N\\\\\\\\����������������\����\$ 3.52 $ 6,438.08
par Square Yard S �q ores
SEEDING AND FERTILIZING
78 AC8.600.00 $ 792.00
per Acre(AC) ores
79 20 DE�TEE\CTABLE WARNIINNG STRIP
SF $ 74.25 $ 1,485.00
per Square Fool(SF)
80 1 SINGLE SIDEWALK RAMP TYPEI
EA \\\�0��\\����0�\��\\\\\\\\\\\\\ \\\\�����\\\\\\\\��\O\\\�����\\���\\\\\\\�$ 550.00 $ 550.00
per Each EA ores
425 ACP CIL 8
B1 TON $ 92.58 $ 39.346 50
per Ton(TONfigures
82 4,150 SHORING OR EXTRA EXCAVATION CLASS B
TON \\V� $ 0.11 $ 458.50
SF por Sq—c Foot(SFS -1� f/� �ry-z
NNW TOTAL SCHEDULE: $ �875,281
0
OUIre1ENDIDxunvnelBID g�&d WORKBHEETSLLoPROPOSAL ,�'n /NcaM��[ � .�s ) 3 13
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III PROJECT PROPOSAL CITY OF RENTON
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ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA
ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA:
NO. DATE 1
NO. DATE /0` I g I I O
NO. DATE V 111/0
�r NO. t' DATE 1 N 1 0
NO. DATE F
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SIGNED Q
TITLE �• [
NAME OF COMPANY �� &%0 C.
ow ADDRESSQ$ (066-
AIL,r, (A,* d L(K�.
CITY/STATE/ZIP tAc,DL Jc,,Ae* 8
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CITY OF RENTON / STATE CONTRACTORS
BUSINESS LICENSE# L • 03 03 LICENSE# ' ND F Ea G 9 N-4 43
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I ge 29 Acknowledgment of Receipt of Addenda
F�rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
r BID BOND FORM
Herewith find deposit in the form of a certified check,A88ker;A cash,or bid bond in the amount of
$ which amount is no s five cent of the total L&—�
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S a
-6 Y14-4-441Q,
Know All Men by These Presents:
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That we, EnD General Construction, Inc. as Principal, and
First National Insurance Company of America as buret are held and firmly bound unto the City of Renton,as
Obligee, in the penal sum off•ive percent (N) of total bid amount Dollars, for the payment of
�r which the Principal and the Surety bind themselves,their heirs,executors,administrators, successors and
assigns,jointly and severally,by these presents.
The condition of this obligation is such that if the Obligee shall make any award to the Principal for
nr * according to the terms of the proposal or bid made by the Principal
therefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with
the terms of said proposal or bid and award and shall give bond for the faithful performance thereof,with
Surety or Sureties approved by the Obligee; or if the Principal shall,in case of failure to do so,pay and
forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation
shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall
forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond.
*Logan Avenue N Stage 2 Lake Washington Trail Project, #CAG-10-067
SIGNED,SEALED AND DATED THIS 15th DAY OF June ,2QP,&_. 2010.
EnD n 1 Construction, Inc.
Pn pal
rr Fir National Insurance Company of America
Jim S. Kuich, Attorney-in-fact
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Received return of deposit in the sum of$
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Page 30 Bid Bond Form
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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0110 LibertA, First National Insurance Company of America
POWER 1001 4th Avenue
f utua* „ OF ATTORNEY Suite 1700
Seattle,WA 98154
10 KNOW ALL BY THESE PRESENTS: No. 7351
That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint
"o ************STEVEN K.BUSH;BRANDON K.BUSH;M.J.COTTON;JIM W.DOYLE;CHAD M.EPPLE;JULIE M.
GLOVER;DARLENE JAKIELSKI;JIM S.KUICH;THERESA A.LAMB;MICHAEL A.MURPHY;NANCY J.OSBORNE;
ANDY D.PRILL;S.M.SCOTT;STEVE WAGNER;Bothell,Washington***************************************
to
its true and lawful attorneys)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or
undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST
lawNATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly
elected ufficers at its home office.
IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents
to
this 21st day of March 2009
no
Dexter R. Legg,Secretary Timothy A.Mikolajewski,Vice President
ar CERTIFICATE
Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant
ar Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint
individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety
bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or
evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced;
° provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970.
�r "On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V,Section 13 of the By-Laws,and
(ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
r.. the signature of the certifying officer may be by facsimiie,and the seal of the Company may be a facsimile thereof."
I, Dexter R.Legg ,Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA,do hereby certify that the
foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney
issued pursuant thereto, are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force
and effect.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation
this s day of �(r( yL e 61 6
Sygl0.MCf��
SEAL
x 1928
eap +yh^+ Dexter R.Legg,Secretary
�1
S-1049/DF 3/09 • 40
WEB PDF
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III PROJECT PROPOSAL CITY OF RENTON
Certification for Federal-Aid Contracts
The prospective participant certifies by signing and submitting this bid or
proposal, to the best of his or her knowledge and belief, that:
(1)No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of any Federal agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal contract,the malting of any Federal grant,the making of any
Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal,
amendment,or modification of any Federal contract,grant,loan or cooperative agreement.
r
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any Federal agency, a Member of
.� Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection
with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form-LLL,"Disclosure Form to Report Lobbying,"in accordance with its instructions.
air
This certification is material representation of the fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by Section 1352,Title 31, U.S. Code. Any person who fails to file
the required certification shall be subject to a civil penalty of not less than $10,000 and not more than
$100,000 for each failure.
err
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require
that the language of this certification be included in all lower tier subcontracts, which exceed $100,000
and that all such subrecipients shall certify and disclose accordingly.
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DOT Forth 272-040 EF
Revised 12000
WIM
f,,�. ge 31 Certification for Federal-Aid Contracts
Frrovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
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CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT
Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal
Opportunity Clause and the filing of Required Reports.
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The bidder-)L,-,proposed subcontractor_,hereby certifies that he has.,has not)(,participated in a
previous contract or subcontract subject to the equalop ortunity clause, as required by Executive Orders
as 10925, 11114 or 11246, and that he has_, has not filed with the Joint Reporting Committee the
Director of the Office of Federal Contract Comp iance, A Federal Government contracting or
administering agency,or the former President's Committee on Equal Employment Opportunity,all reports
due under the applicable filing requirements.
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(Compan
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D 12�� �ripE�S
Date: litle)
Note: The above certification is required by the Equal Employment Opportunity Regulations of the
Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be submitted by bidders and proposed
subcontractors only in connection with contracts and subcontracts which are subject to the equal
opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are
• set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their
implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or
subcontract subject to the Executive Orders and have not filed the required reports should note that 41
CFR 60-1.7 (b) (i) prevents the award of contracts and subcontractors unless such contractor submits a
report covering the delinquent period or such other period specified by the Federal Highways
Administration or by the Director,Office of Federal Contract Compliance,U.S.Department of Labor.
on
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F,,gge 32 Certification of Equal Employment Opportunity Report
F�f'bvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
III PROJECT PROPOSAL CITY OF RENTON
NON-COLLUSION AND DEBARMENT AFFIDAVIT
* STATE OF WASHINGTON }
**COUNTY OF KING )
I, the undersigned, an authorized representative of *** fi W 1 b�f l�j�74�Y�L ing first
duly sworn on oath do hereby certify that said person(s),firm,association or corporation has(have)not,either directly or
indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free
competitive bidding in connection with the project for which this proposal is submitted.
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I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling
capacity associated therewith or any position involving the administration of federal funds; is not currently under
suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been
suspended,debarred,voluntarily excluded or determined ineligible by any federal agency within the past 3 years;does not
have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said
person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official
r misconduct within the past 3 years.
I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to
the provisions of this affidavit.
Logan Ave.N.Stage 2 Lake Washington Trail Project
Name of Project
0bA5kC'kCrMc,,/
Name of Bi er's Firm
Authorized Representative of Bidder
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at l,,
r I certify that I know or have satisfactory evidence that��l°/�VK•�l!!�V!C is the person who appeared before me,and
said person acknowledged that(he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act
for the uses and purposes mentioned in the instrument.
rrt Dated
Notary Wile in and or th to
Notary PUblIC of Washington rejding at
State of WosNngton Notary(print):
TIM PAGEL My appointment expires: l
My 1tntment Expires Nov 23, 2013
Exceptions will not necessarily r It in denial of award,but will be considered in determining bidder responsibility. For any
applies,initiating agency, and dates of action. Providing false information may result in
criminal prosecution or administrative sanctions.
*A suspending or debarring official may grant an exception permitting a debarred,suspended,or excluded person to participate in a particular
IW transaction upon a written determination by such official stating the reason(s)for deviating form the Presidential policy established by
Executive order 12549..."(49 CFR Part 29 Section 29.215).
*If notarization of proposal takes place outside of Washington State,DELETE WASHINGTON,and enter appropriate State.
rr ** Fill in county where notarization of proposal takes place.
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f,,_.,,ga 33 Non-Collusion and Debarment Affidavit
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
***Fill in firm name.
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CERTIFICATION RE: ASSIGNMENT OF
ANTITRUST CLAIMS TO PURCHASER
No
STATE OF WASHINGTON )
SS
COUNTY OF KING )
Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust
violations are in fact usually borne by the purchaser. Therefore,vendor hereby assigns to purchaser any
and all claims for such overcharges as to goods and materials purchased in connection with this order or
contract,except as to overcharges resulting from antitrust violations commencing after the date of the bid,
0* quotation,or other event establishing the price under this order or contract. In addition,vendor warrants
and represents that each of his suppliers and subcontractors shall assign any and all such claims to
purchaser, subject to the aforementioned exception.
.r�
Logan Ave.N.Stage 2 Lake Washington Trail Project
Name of Project
C !n, 0 �y 101
�� Ort ►1 c
Name of Bidder's Firm
A, 41A)
1i0AaTbWhf Nuthonzed Representative of Bidder
ate
I certify that I know or have satisfactory evidence that X YS is the person who
appeared before me, and said person acknowledged that (he/she) signed this instrument and
acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the
instrument.
aw Dated
Not Pubic in and f&
the e.Ums^ I VIA`�C`
of Washington residing at (SL
Notary Public
Notary(print):
State of Washington My appointment expires: MOV 2,013
TIM PAGEL
My Appointment Expires Nov 23, 2013
it
f,,�.gge 34 Assignment of Antitrust Claims to Purchaser
P7'ovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
MINIMUM WAGE AFFIDAVIT FORM
so
STATE OF WASHINGTON )
SS
No COUNTY OF KING )
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
11°" 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; that I have read the above and foregoing
statement and certificate, know the contents thereof and the substance as set forth therein is true to my
irr knowledge and belief.
Logan Ave.N. Stage 2 Lake Washington Trail Project
Name of Project
X--X F'- P-1�In � &4, ) V-�t
Name of Bid 's Firm
(&
re o A orized Representat ve o er
L( I I ()
Date �'�`
I certify that I know or have satisfactory evidence that t,�l►�Q Qi AW-< is the person who
appeared before me, and said person acknowledged that (he/she) signed this instrument and
acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the
instrume"nt, rl
rr Dated W `I to
Notaryblic in and for th tate
Notary Public of Washington resi ' gat U i WA-
State
of Washington Notary(print):
TIM PAGEL My appointment expires: V I'lis)so 13
My Appointment Expires Nov 23, 2013
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F,,��,ogvl 35 Minimum Wage Affidavit Form
i�ovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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III PROJECT PROPOSAL CITY OF RENTON
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SUBCONTRACTOR LIST
Project No.CAG 10-067
Logan Ave.N.Stage 2 Lake Washington Trail Project
RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit
the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract
price,and whose work involves either heating,air conditioning,ventilation,plumbing,or 'eCl t3J��
it If the subcontractors names are not submitted with the bid, or within 24 hours of the bid,the bid shall be
considered nonresponsive and,therefore,void.
Complete one of the following for contracts that excee $1,000,000:
ocJ
A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%)
of the contract Terre.
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Name.
Signature:
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B. The following subcontractor(s) subcontract amount exceeds 10 percent of the contract price-.
(list subcontractor and bid item)
r Bid Item(s) 'a♦ , ! '} 0 S
Subcontractor Name 22�• i L
Address �?`Y7 `JAL. • 1�,�✓v�. I-v*
Phone No. Y �'tl E State Contractor's License No.
Bid Item(s)
Subcontractor Name
Address
Phone No. State Contractor's License No.
r.
Bid Item(s)
Subcontractor Name
Address
PhonNNo. State Contractor's License No.
Bid Item(s)
Subcontractor Name
Address
+I.r Phone No. State Contractor's License No.
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f,,,,�e 36 Subcontractor List
rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
WW
III PROJECT PROPOSAL CITY OF RENTON
No
AW V7Ask wasmngton State Disadvantaged Business
0 E"artmmt of"rrattMortetion Enterprise Utilization Certification
To be eligible for award of this contract the bidder must fill out and submit, as part of its bid proposal, the following
Disadvantaged Business Enterprise Utilization Certification relating to Disadvantaged Business Enterprise(DBE)requirements.
The Contracting Agency shall consider as non-responsive and shall reject any bid proposal that does not contain a DBE
Certification which properly demonstrates that the bidder will meet the DBE participation requirements in one of the manners
provided for in the proposed contract. The successful bidder's DBE Certification shall be deemed a part of the resulting contract.
Informattion on certified firms is available from OMWBE,telephone 360-753-9693.
63 1) CAn4k—WAIP", certifies that the Disadvantaged Business
Enterprise Narm or Kidder
+ (DBE)Firms listed below have been contacted regarding participation on this project. If this bidder is successful on this project
and is awarded the contract, it shall assure that subcontracts or supply agreements are executed with those firms where an
"Amount to be Applied Towards Goal"is listed. (If necessary,use additional sheet.)
No
Project Role
(Prime,Joint Venture, Amount to**
Name of DBE Subcontractor, Description of Work
Certification Number Manufacturer,Regular be Applied
Dealer,Service Towards Goal
Provider)
tri
,. p o)0 !!5;j
K, Land SK(. ur%. . �'��ATA Fit";1 ,+
2.
3.
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4
5.6.
tar
7
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Disadvantaged Business Enterprise Subcontracting Goal:�— IdDBE Total$ ��
* Regular Dealer status must he approved by the Office of Equal Opportunity,Wash.State Dept.of Transportation,on each contract.
** See the section"Counting DBE Participation Toward Meeting the Goal"In the Contract Department.
***The Contracting Agency will utilize this amount to determine whether or not the bidder has met the goal. In the event of an arithmetic difference
between this total and the sum of the individual amounts listed above,then the sum of the amounts listed shall prevail and the total will be revised
accordingly.
DOT Form 272-056 FY
i R. iad 01/2007
Fuge 37 Disadvantaged Business Enterprise Utilization Certificate
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
('114WBE Directory Profile http://www.omwbe.wa.gov/bimetwas/profile.asp?BUSNO=4759
OMWBE Directory Profile: OUT WEST LANDSCAPE AND IRRIGATION
�. INC
Name: OUT WEST LANDSCAPE AND IRRIGATION INC
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Business Description: COMMERCIAL LANDSCAPE INSTALLATION INCLUDING IRRIGATION,
SILT,FENCING,EROSION CONTROL,AND HYDROSEEDING
WSDOT Descriptors: EROSION CONTROL-HYDROSEEDING;EROSION CONTROL-
HERBICIDE APPLICATION;EROSION CONTROL-INSECTICIDE APPLICATION;EROSION
CONTROL-MULCHING;EROSION CONTROL-LIMING;EROSION CONTROL-MOWING;
rr EROSION CONTROL-PLANTING TREES/SHRUBS/PLANTS;EROSION CONTROL-ROADSIDE
RESTORATION;EROSION CONTROL-SEEDING;EROSION CONTROL-SODDING;EROSION
CONTROL-TOPSOIL APPLICATION;EROSION CONTROL-WEED CONTROL;EROSION
rr
CONTROL-SOIL STABILIZATION
Street: P O BOX 1805
City: WOODINVILLE State: WA Zip: 98072
Voice: (360)863-2797 Fax: (360)805-0294 E-mail: OUTWESTLANDSCAPE(ct,AOL.COM
Contact: OOSTERWYK TERESA
Owner: OOSTERWYK TERESA
Certification No.: D2F4710710
Washington Cert.: WBE Federal Cert.: DBE
Prime NAICS: 561730
2nd NAICS:238220 3rd NAICS: 4th NAICS: 5th NAICS: 6th NAICS: 7th NAICS: 8th NAICS:
Copyright 1995-2008BIP Software, Inc. All Rights Reserved.
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Mf 1 6/15/2010 12:28 PM
IV CONTRACT DOCUMENT FORMS CITY OF RENTON
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IV
CONTRACT DOCUMENT FORMS
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IV CONTRACT DOCUMENT FORMS CITY OF PENTON
THIS PAGE INTENTIONALLY LEFT BLANK
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Bond #67173B5
IV CONTRACT DOCUMENT FORMS CITY OF RENTON
BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS:
am
That we,the undersigned
EnD General Construction, Inc.
as principal, and First National Insurance Company Of corporation organized and existing
under the laws of'the State-orrica Washington as a surety corporation, and qualified
under the laws of the State of Washington to become surety upon bonds of contractors with municipal
corporations, as suretv are iointly and severally held and firmly bound to the City of Renton in the
penal sum of$ 87B,600.36 *for the payment of which sum on demand we bind ourselves and our
successors,heirs,administrators or person re.Dresentatives.as the case may be.
* Eight Hundred Seventy Eight Thousand Six Hundred Dollars & 36/100
This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance
of the City of Renton.
Dated at Washington,this day of 201
Nevertheless,the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Public Works Construction Contract CAG .10-067providing for
construction of Logan Ave.N. Stage 2 Lake Washington Trail Project
a
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 Rentonharmless 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.
EnD General Construction Inc. First National Insurance Company of Arler ca
Pri p S -Ly
O 'Oe', fA --I
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S a u alar
rett N. Meier,
Attorney-in-Fact
�• Title Title
Page 41 Bond to the City of Renton
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see w,Av.bxwa.cem-Always Verify Scale
IV CONTRACT DOCUMENT FORMS CITY OF RENTON
SURETY ACKNOWLEDGMENT
++� STATE OF WASHINGTON
COUNTY OF KING'
10
On this day of >2007,before me,the undersigned,a Notary Public in
and for the State of Washington, duly commissioned and sworn, personally appeared
Brett N. Meier to me proven to be theAttorney-in-Fact of
the corporation that executed the foregoing;instrument, and acknowledged the said instrument to be
the free and voluntary act and deed to said corporation, for the,uses and purposes therein mentioned,
and on oath stated that he/she was;authorized to execute said instrument and that the seal affixed is
the corporate seal of said corporation.
TA.RY PUBLIC to and for the
State of Washington
Printed Name: Julie M. Glover
Residing at: Bothell, +WA
My Commission Expires:09/21/2011
40
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Page 44
Provided to Builders Exchange of WA, Inc.,For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
POWER
OF ATTORNEY
'r KNOW ALL BY THESE PRESENTS: No. 7351
That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint
r ********************BRANDON K.BUSH;STEVEN K.BUSH;M.J.COTTON;JIM W.DOYLE;CHAD M.EPPLE;JULIE
M.GLOVER;DARLENE JAKIELSKI;JIM S.KUICH;THERESA A.LAMB;BRETT N.MEIER;MICHAEL A.MURPHY;
NANCY J.OSBORNE;ANDY D.PRILL;S.M.SCOTT;STEVE WAGNER;Bothell,Washington*************************
its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or
undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST
NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly
elected officers at its home office.
IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents
this 20th day of April 2010
Dexter R. Legg,Secretary Timothy A. Mikolajewski,Vice President
�+ CERTIFICATE
Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant
Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint
r" individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety
bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or
evidencing such appointment,the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced;
provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970.
a "On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V,Section 13 of the By-Laws,and
(ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
.w
the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof."
i, Dexter R.Legg ,Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA,do hereby certify that the
foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney
issued pursuant thereto, are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force
dM and effect.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation
this day of
SVRAMCF CO
SEAL
z a�
-ei IS 2 8 -,0
�
✓y�'�6fON4—U. "+ Dexter R. Legg,Secretary
a� S-1049/DF 3/09
WEB PDF
aw IV CONTRACT DOCUMENT FORMS CITY OF RENTON
OWNER
arr STATE OF WASHINGTON
COUNTY OF KING
I certify that I know or have satisfactory evidence that is
the person who appeared before me, and said person acknowledged that(he/she) signed this
instrument and acknowledged it to be(his/her) free and voluntary act for the uses and purposes
mentioned in the instrument.
Dated:
to
NOTARY PUBLIC in and for the
rr
State of Washington
wr
Printed Name:
Residing at:
My Commission Expires:
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IV CONTRACT DOCUMENT FORMS CITY OF RENTON 10
CORPORATION
ag
STATE OF WASHINGTON so
COUNTY OF KING
as
On this day of 2010, before me, the undersigned, a Notary Public in and
for the State of Washington, duly commissioned and sworn, personally appeared 06
to me known to be the of
the corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said
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corporation, for the uses and purposes therein mentioned, and on oath stated that
was authorized to execute said instrument and that the seal
affixed is the corporate seal of said corporation.
Dated:
NOTARY PUBLIC in and for the
State of Washington
Printed Name:
X111
Residing at:
My Commission Expires: 16
�t
I1i11
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LFirst National Insurance Company of America
s {T POWER 1001 4th Avenue
mutuill OF ATTORNEY Suite 1700
Seattle,WA 98154
rr No. 7351
KNOW ALL BY THESE PRESENTS:
That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint
rr
************STEVEN K.BUSH;BRANDON K.BUSH;M.J.COTTON;JIM W.DOYLE;CHAD M.EPPLE;JULIE M.
GLOVER;DARLENE JAKIELSKI;JIM S.KUICH;THERESA A.LAMB;MICHAEL A.MURPHY;NANCY J.OSBORNE;
ANDY D.PRILL;S.M.SCOTT;STEVE WAGNER;Bothell,Washington***************************************
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its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or
undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST
NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly
elected officers at its home office.
IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents
+r
this 21st day of March 2009
Dexter R. Legg,Secretary Timothy A. Mikolajewski,Vice President
rr
CERTIFICATE
Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant
s Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint
individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety
bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or
evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced;
provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V,Section 13 of the By-Laws,and
(ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof."
I, Dexter R.Legg ,Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA,do hereby certify that the
foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney
ar issued pursuant thereto, are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force
and effect.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation
on this �YIG'l day of ����e2�� �.t � , Z016 .
`�SVQPACE
s !.. aRvorr,��>
q SEAL
1928 r°r
fy� �°fw�s+ \�^+ Dexter R.Legg,Secretary
i y7
S-1049/DF 3/09 •
WEB PDF
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IV CONTRACT DOCUMENT FORMS CITY OF RENTON'
9rr Bond No. 6717407
rr LANDSCAPE AND IRRIGATION MAINTENANCE BOND
Name of Project:Logan Ave.N.Stage 2 Lake Washinitton Trail Project
Contractor EnD General Construction, Inc.
Address 28605 SE 216th Lane, Maple Valley,WA 98038
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WHEREAS, EnD General Construction, Inc. herein after referred tans "the Principal", has
applied to the City of Renton, hereinafter referred to as "the City", to construct the;project'
known as within the City of Renton Section 7 & 18 Township 2N,Ranged E.
W.M. and;
WHEREAS,the City approved the requested action on ,and;
WHEREAS, the approval granted by the City and the provisions of the Renton Municipal
Code require certain improvements to be made in connection with:construction of the project, the
improvements are shown on the approved site plan and other required plans and as further defined by
the conditions identified in the City file,and;
arr
WHEREAS, a further condition is that the Principal will maintain,replace,repair landscape
and irrigate in said project for a period of 24 months from their final acceptance by the City.
NOW,THEREFORE, First National Insurance
the undersigned PRINCIPAL and bonding company,
Company of America ,a corporation authurized,to transact suretybusiness
in the State of Washington,hereinafter referred to as"The Surety", agree and bind themselves,their
heirs,executors, administrators, and assigns,jointly and severally, unto the City in the penal sum of
Seventy Four Thousand One Hundred Sixty Seven and 95/10074167.95
,f$ , ),lawful money of the United
States;according to the following terms and conditions;
air
1. Failure to Repair and Maintain. If the Principal does not repair and maintain all improvements
required by the above-referenced conditions, plans, and:file within of 24 montlis,'then the
aw Surety shall,upon the demand of the City remit to the City within'ten,(Ib)days of receipt of said
demand the amount of this bond or such lesser amount as may be specified in the demand,
Page 42 Landscape and Irrigation Maintenance Bond
dw Provided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www;bxwa.com-Always Verify Scale
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Jim
IV CONTRACT DOCUMENT FORMS CITY Of RENTON
2. RFe2airs by City. In the event the Principal fails to make any repairs or nairttenance on the
improvements within the time period specified;by the City (generallyafter fourteen (14) days
notice or less if the City determines an emergency exists),its employees and agents shail'have the
right at their sole election to enter onto said property d€scribed,above for the purpose of making
repairs or maintenance.`This provision'shall not be construed as creating an obligation on'the pair'
of the City or:its representatives to repair or maintain such improvements. The Principal,and
Surety agree to reimburse the City for all costs to the City,plus an additional surer equal to'fifteen
percent(15%)of the City's costs for administrative and enforcement expenses.
3. Attorney Fees. tri the event any lawsuit is instituted by the City of Renton the;Principal or the
surety to enforce the terms of this bond or to'_determine the rights of any party'hereunder, the
prevailing party in such litigation shall be entitled to;recover'from the losing party its costs,:
including reasonable attorneys'fees,incurred as the result of the lawsuit.
4. Release of Band. This bond.shall remain in full force and effect until the obligations secured
hereby have been fully performed, and until released in writing by the City at the request of the
Surety of the Principal upon expiration of the period specified in paragraph(1)above.
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DATED this 2nd day of September 2010.
aw First National Insurance Company of America (206)786-5383
Bonding Company Principal Phone#
ar �_
€icer Signature Principal Signature
Jim S.Kuich,Attorney-in-fact AfJf),r2,
Officer Printed Name&Title Principal Printed Name
PO Box 3018, Bothell,WA 98041-3018
40 (425)489-4500
Address/Phone Accepted by the City of Renton
a
Date:
AN Page 43 ,
Provided to Builders Exchange of WA,Inc For usage Conditions Agreement see www.bxwa com-Always Verify Scale
00 IV CONTRACT DOCUMENT FORMS CITY OF RENTON
Landscape and Irrigation Maintenance Bond
..
Bid Items
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Bid Item Qty Unit Description
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28 11 Each PSIPE Acer Rubrum `Scarsen' 2-1/2" Cal. B&B Select
29 33 Each PSIPE Viburnum Davidii 12-18" Spr.
30 17 Each PSIPE R. Jean Marie 30-36" Ht.
31 12 Each PSIPE Pieris X `Forest Flame' 21-24" Ht.
32 8 Each PSIPE Euonymus Japonicus `Silver King' 36" ht min.
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33 8 Each PSIPE Euonymus Alatus `Compacta' 30-36" ht.
34 6 Each PSIPE Berberis thunbergii `Atropurpurea' 21-24" ht.
35 778 Each PSIPE A. Uva-Ursi `Vancouver Jade' 4" Pot
40 1 Lump Sum Irrigation System
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IV CONTRACT DOCUMENT FORMS CITY OF RENTON
FHWA FEDERAL-AID CONTRACTS ONLY
THIS AGREEMENT, made and entered into this X day of 20 10 . by and
between THE CITY OF RENTON, Washington, a municipal corporation of he State of Washington,
hereinafter referred to as "CITY" and 61,P 6f_1VEr\ -6:JW_57,✓Zverionr(At C hereinafter referred to as
"CONTRACTOR."
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within 100 working days from date of
commencement hereof as required by the Contract, of which this agreement is a component
part) perform all the work and services required to be performed, and provide and furnish all
of the labor, materials, appliances, machines, tools, equipment, utility and transportation
services necessary to perform the Contract, and shall complete the construction and
installation work in a workmanlike manner, in connection with the City's Project(identified as
No. CAG 10- ) for improvement by construction and installation of:
Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto
(excepting any materials, equipment, utilities, or service, if any specified herein to be
furnished by Owner or others), and performing all Work as required by the Contract in
accordance with the Contract Documents, all of which are made a part hereof.
Construction of a Asphalt Concrete Pavement shared-use trail along Logan Ave. N. from N.
6`h Street to N. 3`d Street. Work includes the re-channelization of Logan Ave. N., construction
of concrete curb and gutter, landscaping , irrigation, illumination, signing and adjustment of
existing utilities. The Trail section consists of ACP Cl. B, and the other portions of new
pavement consist of Concrete, and HMA Cl. 12" PG 64-22 and other work necessary to
complete the Work as specified and as shown in the Contract Documents.
All the foregoing shall be timely performed, furnished, constructed, installed and completed in
strict conformity with the plans and specifications, including any and all addenda issued by the
City and all other documents hereinafter enumerated, and in full compliance with all applicable
codes, ordinances and regulations of the City of Renton and any other governmental authority
having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished and the construction
installation performed and completed to the satisfaction and the approval of the City's Public
Works Director as being in such conformity with the plans, specifications and all requirements
of or arising under the Contract. go
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 go
Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto
attached.
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a) This Agreement
b) Instruction to Bidders
c) Project Proposal
d) Specifications
e) Maps and Plans
f) Bid
g) Advertisement for Bids
h) Special Provisions,if any
i) Addenda, if any and all modifications or changes issued pursuant to the
Contract Documents.
ML
w IV CONTRACT DOCUMENT FORMS CITY OF RENTON
3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as
will insure its-completion within the time specified in this Contract, or any extension in writing
thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a
bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a
receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his
subcontractors should violate any of the provisions of this Contract, the City may then serve
written notice upon him and his surety of its intention to terminate the Contract, and unless
within ten(10) days after the serving of such 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
4W respect. In the event of any such termination, the City shall immediately serve written notice
thereof upon the surety and the Contractor and the surety shall have the right to take over and
perform the Contract, provided, however, that if the surety within fifteen (15) days after the
+r serving upon it of such notice of termination does not perform the Contract or does not
commence performance thereof within thirty (30) days from the date of serving such notice, the
City itself may take over the work under the Contract and prosecute the same to completion by
Contract or by any other method it may deem advisable, for the account and at the expense of the
Contractor, and his surety shall be liable to the City for any excess cost or other damages
occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so
doing, take possession of and utilize in completing said Contract such materials, machinery,
appliances, equipment, plants and other properties belonging to the Contractor as may be on site
of the project and useful therein.
4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies
available to the City.
+rr 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
�r way relating to this Contract. This hold harmless and indemnification provision shall likewise
apply for or on account of any patented or unpatented invention, process, article or appliance
manufactured for use in the performance of the Contract, including its use by the City, unless
otherwise specifically provided for in this Contract.
The Contractor agrees to name the City as an additional insured. In the event the City shall,
without fault on its part, be made a party to any litigation commenced by or against Contractor,
then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and
reasonable attorney's fees incurred or paid by the City in connection with such litigation.
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.
6) Any notice from one party to the other party under the Contract shall be in writing and shall be
dated and signed by the party giving such notice or by its duly authorized representative of such
party. Any such notice as heretofore specified shall be given by personal delivery thereof or by
depositing same in the United States mail, postage prepaid, certified or registered mail.
7) The Contractor shall commence performance of the Contract no later than 10 calendar days after
Contract final execution, and shall complete the full performance of the Contract not later than
IV CONTRACT DOCUMENT FORMS CITY OF RENTON
40 working days from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and agreed that the damages to the
City occasioned by said delay will be the sum of (in accordance with Standard Specifications)
liquidated damages (and not as a penalty) for each such day, which shall be paid by the
Contractor to the City.
8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use
of any installation provided for by this Contract shall relieve the Contractor of liability in respect
to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be
under the duty to remedy any defects in the work and pay for any damage to other work resulting
therefrom which shall appear within the period of one (1) year from the date of final acceptance
only that work listed in Group(s) none of the Summary of quantities in the Contract Plans, i.e.
the "Federal Non-participating Items," unless a longer period is specified. However, all
manufacturer's warranties or guarantees on electrical and mechanical equipment, consistent with
those provided as customary trade practice, shall be assigned to the City at the time of project err
acceptance. The Contractor shall further be required to supply warranties or guarantees
providing for satisfactory in-service operation of any mechanical and electrical equipment and
related components involved in Group(s) none of the Summary of Quantities in the Contract
Plans, i.e. "Federal Participating Items" for a period not to exceed 6 months following project
acceptance. The City will give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall be obligated to take
immediate steps to correct and remedy any such defect, fault or breach at the sole cost and
expense of Contractor.
9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of
quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous
data pertaining to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of
the Contract, including the payment of all persons and firms performing labor on the
construction project under this Contract or furnishing materials in connection with this Contract; ry
said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety
or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington.
11) The total amount of this contract is the sum of 78 A 6 op
numbers
616fl-r J4UA19R D TNouSA,p,SIX 1-4u1JPa ,D DoLL/¢r` 5 /,1/03
•.—f'j•� X2-7'y—5'� �/ C L5V_r9 written words
which includes any required Washington State Sales Tax. Payments will be made to Contractor
as specified in the "Special Provisions" of this Contract.
wry
IV CONTRACT DOCUMENT FORMS CITY OF RENTON
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
r+
above-written.
(Y ONTRACTOR Ift.ITY OF RENT N
.r Presie e-/Owner Mayor Denis Law
ATTEST
Seer e ar Bonnie I . Walton, City Clerk
dba V& L "-,0 aa
Firm Name
check one
CAW O Individual O Partnership Xcorporation Incorporated in i- ( o d(e
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Attention:
r
If business is a CORPORATION, name of the corporation should be listed in full and both President
and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy
"` of the by-laws shall be furnished to the City and made a part of the contract document.
If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing
�+ business as) and firm or trade name; any one partner may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed
by d/b/a and name of the company.
rir
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IV CONTRACT DOCUMENT FORMS CITY OF RENTON 0
Y o� City of Renton
' k M
Risk Human Resources & sana Management
9 �+
Department
Insurance Information Form
FOR:
PROJECT NUMBER: CAG 10-067
STAFF CONTACT: James P. Wilhoit �
Certificate of Insurance indicates the coverages/limits specified in ❑ Yes ❑ No
contract?
Are the following coverages and/or conditions in effect? ❑ Yes ❑ No
The Commercial General Liability policy form is an ISO 1993 ❑ Yes ❑ No
Occurrence Form or Equivalent?
(If no,attach a copy of the policy with required coverages clearly
identified)
CG 0043 Amendatory Endorsement provided?* ❑ Yes ❑ No
General Aggregate provided on a"per project basis(CG2503)?* ❑ Yes ❑ No
Additional Insured wording provided?* ❑ Yes ❑ No
Coverage on a primary basis and non-contributing basis?* ❑ Yes ❑ No
Waiver of Subrogation Clause applies?* ❑ Yes ❑ No
Severability of Interest Clause (Cross Liability)applies? ❑ Yes ❑ No
Notice of Cancellation/Non-Renewal amended to 45 days?* ❑ Yes ❑ No 1111
*To be shown on certificate of insurance*
AM BEST'S RATING FOR CARRIER
GL Auto Umb Professional
This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does
not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF
INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific
declaration pages FROM awarded bidder prior to execution of contract.
rr
Agency/Broker Completed By(Type or Print Name)
Address Completed By(Signature)
Name of person to contact Telephone Number
NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND
ATTACHED TO CERTIFICATE OF INSURANCE
X111
`r IV. CONTRACT DOCUMENT FORMS CITY OF RENTON
ENDORSEMENT 1
In consideration of the premium charged, it is hereby agreed and understood that Policy Number issued by
am Insurance Company, is amended to include the following terms and conditions as respects Contract Number
issued by the(OWNER).
1. ADDITIONAL INSURED. The OWNER their elected or appointed officers, officials, employees,
�wr subconsultants, and volunteers are included as additionally insured with regard to damages and defense of
claims arising from: (a) activities performed by or on behalf of the NAMED INSURED; or (b) products and
completed operations of the NAMED INSURED, or (c) premises owned, leased or used by the NAMED
rr
INSURED.
2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the NAMED INSURED for or on
behalf of the OWNER; or(b) products sold by the NAMED INSURED to the OWNER; or(c)premises leased
°+ by the NAMED INSURED from the OWNER, the insurance afforded by this policy shall be primary insurance
as respects the OWNER, or any other insured, its elected or appointed officers, officials, employees,
subconsultants or volunteers; or stand in an unbroken chain of coverage excess of the NAMED INSURED'S
scheduled underlying primary coverage. In either event, any other insurance maintained by the OWNER, or
any other insured,its elected or appointed officers,officials,employees, subconsultants or volunteers shall be in
excess of this insurance and shall not contribute with it.
�r 3. SEVERABILITY OF INTEREST. The inclusion of more than one Insured under this policy shall not affect
the rights of any Insured as respects any claim, suit or judgment made or brought by or for any other Insured or
by or for any employee of any other Insured. This policy shall protect each Insured in the same manner as
W through a separate policy had been issued to each, except that nothing herein shall operate to increase the
company's liability beyond the amount or amounts for which the company would have been liable had only one
insured been named.
4. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled,
reduced in coverage or in limits except after FORTY-FIVE (45) days' prior written notice by certified mail
return receipt requested has been given to the OWNER. Such notice shall be addressed to(a) the OWNER and
(b)the CONTRACTOR.
5. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a claim has been filed
with the OWNER.
6. AGGREGATE LIMIT. The General Aggregate Limit under Limits of Insurance applies separately to the
err
above named contract for the above named OWNER.
Date Authorized Representative
r Signature
r
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IV. CONTRACT DOCUMENT FORMS CITY OF RENTON '
CITY OF RENTON
CONSTRUCTION CONTRACTS
INSURANCE AND RELATED REQUIREMENTS
■r
MINIMUM INSURANCE COVERAGES AND REQUIREMENTS
The (CONTRACTOR) shall obtain and maintain the minimum insurance coverages set forth below. By requiring
such minimum insurance,CITY OF RENTON shall not be deemed or construed to have assessed the risks that may
be applicable to the(CONTRACTOR) under Contract Number . The(CONTRACTOR) shall assess its own
risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverages.
Coverages
(1) Commercial General Liability-ISO 1993 Form or equivalent. Coverage to include:
• Premises and Operations
• Explosion, Collapse and Underground Hazards
• Products/Completed Operations
• Contractual Liability (including Amendatory Endorsement CG 0043 which includes defense
coverage assumed under contract)
• Broad Form Property Damage
• Independent Contractors
• Personal/Advertising Injury
• Stop Gap Liability
(2) Automobile Liability including all
• Owned Vehicles
• Non-Owned Vehicles 11111
• Hired Vehicles
(3) Workers'Compensation
• Statutory Benefits(Coverage A) -Show WA L&I Number
(4) Umbrella Liability
• Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad
as primary.
(5) 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.
(6) 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.
1111
wr IV. CONTRACT DOCUMENT FORMS CITY OF RENTON
LIMITS REQUIRED
The(CONTRACTOR) shall carry the following limits of liability as required below:
Commercial General Liability
General Aggregate* $ 2,000,000
Products/Completed Operations Aggregate $ 2,000,000
Each Occurrence Limit $ 1,000,000
Personal/Advertising Injury $ 1,000,000
Fire Damage(Any One Fire) $ 50,000
60 Medical Payments (Any One Person) $ 5,000
Stop Gap Liability $ 1,000,000
wr *General Aggregate to apply per project(ISO Form CG2503 or equivalent)
Automobile Liability
wr
Bodily Injury/Property Damage $ 1,000,000
(Each Accident)
Workers'Compensation .
Coverage A(Workers'Compensation) -Show WA L&I Number
rw
Umbrella Liability
Each Occurrence Limit $ 1,000,000
r General Aggregate Limit
$ 1,000,000
Products/Completed Operations Aggregate $ 1,000,000
WW Professional Liability(If required)
Each Occurrence/Incident/Claim $ 1,000,000
4r Aggregate $ 2,000,000
(The City may require the CONTRACTOR keep this policy in effect
to for up to two(2)years after completion of the project)
Pollution Liability(If required) To apply on a per project basis
wr Per Loss $ 1,000,000
Aggregate $ 1,000,000
rr
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aw
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IV. CONTRACT DOCUMENT FORMS CITY OF RENTON
ADDITIONAL REQUIREMENTS
(CONTRACTOR) shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as
Additional Insureds (ISO Form CG 2010 or equivalent). (CONTRACTOR) shall provide CITY OF RENTON
Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all policies
of insurance described above shall:
1) Be on a primary basis nor contributory with any other insurance coverages and/or self-insurance carried by
CITY OF RENTON.
2) Include a Waiver of Subrogation Clause.
3) Severability of Interest Clause(Cross Liability)
4) Policy may not be non-renewed, cancelled or materially changed or altered unless forty-five (45) days prior
written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by
certified mail.
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 and 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. IN
The CITY OF RENTON may require the CONTRACTOR to keep Professional Liability coverage in effect for two
(2)years after completion of the project.
+rY
Wk
NO
�i
� OP ID ME DATE(MMIDD/YYYY)
Ala= CERTIFICATE OF LIABILITY INSURANCE ENDGE-1 08/16/10
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
++e Hub International Northwest HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
P. 0. Box 3018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Bothell WA 98041-3018
Phone: 425-489-4500 Fax:425-489-4501 INSURERS AFFORDING COVERAGE NAIC#
YWN INSURED
INSURERA. Liberty Northwest _
INSURER S
EnD General Construction, Inc. — — '— '--"-
Erik & Darcee Sanders INSURER Cc
28605 SE 216th Lane
rr Maple Valley WA 98038 INSURER E,
INSURER E'.
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
INSR OD't7.._—_-- —�._.--. .,_.—..- POLICYEFFECYI POLTi;VE3i�TRA1`IDt7l----- LIMITS
------- ---- --
LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DDM! DATE MM/DD/YY
A � XNERAL LIABILITY COMMERCIAL GENERALLIABIUTY EACH OCCURRENCE $lOOOOOO
BKW53464450 06/21/10 06/21/11 j PRE�Mses EaoccuRENTre ce) $100000
r��� f
! J CLAIMS MADE OCCUR MED EXP(Any one person) $lOOOO
PERSONAL&ADV INJURY $ 1000000
do X Per Proj/Per LOC GENERAL AGGREGATE $2000000
rE 'L AGGRE'LAGGREGATELIMITAPPLIESPER-. I PRODUCTS-COMP/OPAGG $2000000
POLICY X 'JE1 I Loc Emp Ben) 1000000
IIIIIIIIIII rCOMBINED SINGLE LIMIT
A AUTOMOBILE LIABILITY X ANY AUTO BAW53464450 06/21/10 06/21/11 (Ea accident) $1000000
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS I (Per person) �
X HIRED AUTOS
`—...� BODILY INJURY $
j X !NON-OWNED AUTOS (Par accident)
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $
ANY AUTO EA ACC $
ttt JJJ OTHER THAN
AUTO ONLY AGG $
i
EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE_ s2,000,000
A X OCCUR r CLAIMS MADE US053464450 06/21/10 06/21/11 AGGREGATE $2,000,000
$
DEDUCTIBLE �, $
� I rx- RETENTION $ I � $
WORKERS COMPENSATION AND TORY LIAIlI MITS X EIR
EMPLOYERS'LIABILITY ---
A 'ANY PROPRIETOR/PARTNER/EXECUTIVE BKW53464450 06/21/10 ) 06/21/11 E.L.EACH ACCIDENT $1,000,000
OFFICER/MEMBER EXCLUDED? WA STOP GAP E L.DISEASE-EA EMPLOYEE $1,000,000
If yes,describe under --'--------'------ --_-'-----
iW SPECIAL PROVISIONS below E .DISEASE-POLICY LIMIT $1,000,000
OTHER
m DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT: CITY OF RENTON THEIR
ELECTED OR APPOINTED OFFICERS, OFFICIALS, EMPLOYEES, SUBCONSULTANTS, AND
VOLUNTEERS. COVERAGE IS PRIMARY & NON-CONTRIBUTORY. SEE ATTACHED
ENDORSEMENT.
RE: LOGAN AVE. N STAGE 2 LAKE WASHINGTON TRAIL PROJECT CONTRACT CAG 10-067
CERTIFICATE HOLDER CANCELLATION
AIY CIRENTO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL
CITY OF RENTON IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
1055 S. GRADY WAY
RENTON WA 98057 REPRESENTATIVES.AUTHORIZED REPRESENTA �yJ3/
ACORD 25(2001/08) ©ACORD CORPORATION 1988
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REQUIRED DOCUMENTS FOR FEDERAL-AID
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Amendment to Form FHWA 1273
Revised May 25, 2007
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FHWA-1273 Electronic version—March 10, 1994
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REQUIRED CONTRACT PROVISIONS
„" FEDERAL-AID CONSTRUCTION CONTRACTS
(REV 3-10-94) (7-00)
I. General
so II. Nondiscrimination
III. Nonsegregated Facilities
IV. Payment of Predetermined Minimum Wage
go V. Statements and Payrolls
VI. Record of Materials, Supplies, and Labor
VII. Subletting or Assigning the Contract
VIII. Safety: Accident Prevention
IX. False Statements Concerning Highway Projects
X. Implementation of Clean Air Act and Federal Water Pollution Control Act
XI. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion
go XII. Certification Regarding Use of Contract Funds for Lobbying
ATTACHMENTS
A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only)
+ I. GENERAL
1. These Contract provisions shall apply to all work performed on the Contract by the
Contractor's own organization and with the assistance of workers under the Contractor's immediate
superintendence and to all work performed on the Contract by piecework, station work, or by subcontract.
2. Except as otherwise provided for in each section, the Contractor shall insert in each subcontract all of
the stipulations contained in these Required Contract Provisions, and further require their inclusion in any
lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall
not be incorporated by reference in any case. The Prime Contractor shall be responsible for compliance
by any subcontractor or lower tier subcontractor with these Required Contract Provisions.
3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient
grounds for termination of the Contract.
4. A breach of the following clauses of the Required Contract Provisions may also be grounds for
debarment as provided in 29 CFR 5.12: Section 1, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7;
Section V, paragraphs 1 and 2a through 2g.
5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and
Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this
r. Contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of
Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include
disputes between the Contractor (or any of its subcontractors) and the contracting agency, the DOL, or the
r Contractor's employees or their representatives.
6. Selection of Labor: During the performance of this Contract, the Contractor shall not:
a. discriminate against labor from any other State, possession, or territory of the United
States (except for employment preference for Appalachian contracts, when applicable, as specified in
Attachment A), or
b. employ convict labor for any purpose within the limits of the project unless it is labor performed by
convicts who are on parole, supervised release, or probation.
Amendment to Form FHWA 1273
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Revised May 25, 2007
"
II. NONDISCRIMINATION rrr
(Applicable to all Federal-aid construction Contracts and.to all related subcontracts of$10,000 or
more.)
1. Equal Employment Opportunity: Equal employment opportunity (EEO)requirements not to
discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive
orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor
as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute
the EEO and specific affirmative action standards for the Contractor's project activities under this
Contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and
the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR
35 and 29 CFR 1630 are incorporated by reference in this Contract. In the execution of this Contract, the
Contractor agrees to comply with the following minimum specific requirement activities of EEO:
a. The Contractor will work with the State highway agency (SHA) and the Federal Government in
carrying out EEO obligations and in their review of his/her activities under the Contract. an
b. The Contractor will accept as his operating policy the following statement: "It is the policy of this
Company to assure that applicants are employed, and that employees are treated during employment,
without regard to their race, religion, sex, color, national origin, age or disability. Such action shall go
include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or
termination; rates of pay or other forms of compensation; and selection for training, including
apprenticeship, pre-apprenticeship, and/or on-the-job training." 10
2. EEO Officer: The Contractor will designate and make known to the SHA contracting officers
an EEO Officer who will have the responsibility for and must be capable of effectively administering and
promoting an active Contractor program of EEO and who ,must be assigned adequate authority and
responsibility to do so. od
3. Dissemination of Policy: All members of the Contractor's staff who are authorized to hire,
supervise, promote, and discharge employees, or who recommend such action, or who are substantially
involved in such action, will be made fully cognizant of, and will implement, the Contractor's EEO policy so
and Contractual responsibilities to provide EEO in each grade and classification of employment. To
ensure that the above agreement will be met, the following actions will be taken as a minimum:
a. Periodic meetings of supervisory and personnel office employees will be conducted so
before the start of work and then not less often than once every six months, at which time the contractor's
EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by
the EEO Officer. ,
b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO
Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their
reporting for duty with the Contractor.
c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO
Officer in the Contractor's procedures for locating and hiring minority group employees.
d. Notices and posters setting forth the Contractor's EEO policy will be placed in areas readily accessible of
to employees, applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to implement such policy will be brought to the
attention of employees by means of meetings, employee handbooks, or other appropriate means.
4. Recruitment: When advertising for employees, the Contractor will include in all advertisements for .o
employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in
publications having a large circulation among minority groups in the area from which the project work
force would normally be derived. air
a. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct
recruitment through public and private employee referral sources likely to yield qualified minority group
applicants. To meet this requirement, the contractor will identify sources of potential minority group
Amendment to Form FHWA 1273
Revised May 25, 2007
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orr.
rr employees, and establish with such identified sources procedures whereby minority group applicants may
be referred to the Contractor for employment consideration.
b. In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall
referrals, he is expected to observe the provisions of that agreement to the extent that the system permits
the contractor's compliance with EEO Contract provisions. (The DOL has held that where implementation
of such agreements have the effect of discriminating against minorities or women, or obligates the
Contractor to do the same, such implementation violates Executive Order 11246, as amended.)
c. The Contractor will encourage his present employees to refer minority group applicants for
employment. Information and procedures with regard to referring minority group applicants will be
discussed with employees.
wr 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and
administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer,
demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national
so origin, age or disability. The following procedures shall be followed:
a. The Contractor will conduct periodic inspections of project sites to insure that working conditions and
employee facilities do not indicate discriminatory treatment of project site personnel.
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b. The Contractor will periodically evaluate the spread of wages paid within each classification to
determine any evidence of discriminatory wage practices.
c. The Contractor will periodically review selected personnel actions in depth to determine whether there
is evidence of discrimination. Where evidence is found, the Contractor will promptly take corrective
action. If the review indicates that the discrimination may extend beyond the actions reviewed, such
corrective action shall include all affected persons.
d. The Contractor will promptly investigate all complaints of alleged discrimination made to the
rr Contractor in connection with his obligations under this Contract, will attempt to resolve such complaints,
and will take appropriate corrective action within a reasonable time. If the investigation indicates that the
discrimination may affect persons other than the complainant, such corrective action shall include such
vrr other persons. Upon completion of each investigation, the Contractor will inform every complainant of all
of his avenues of appeal.
6. Training and Promotion:
a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and
women employees, and applicants for employment.
b. Consistent with the Contractor's work force requirements and as permissible under Federal and State
err
regulations, the Contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job
training programs for the geographical area of contract performance. Where feasible, 25 percent of
apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the
event a special provision for training is provided under this Contract, this subparagraph will be
superseded as indicated in the special provision.
c. The Contractor will advise employees and applicants for employment of available training programs
and entrance requirements for each.
d. The Contractor will periodically review the training and promotion potential of minority group and
women employees and will encourage eligible employees to apply for such training and promotion.
7. Unions: If the Contractor relies in whole or in part upon unions as a source of employees, the
rr Contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities
for minority groups and women within the unions, and to effect referrals by such unions of minority and
female employees. Actions by the Contractor either directly or through a Contractor's association acting
as agent will include the procedures set forth below:
a. The Contractor will use best efforts to develop, in cooperation with the unions,joint training programs
aimed toward qualifying more minority group members and women for membership in the unions and
■r
Amendment to Form FHWA 1273
Revised May 25, 2007
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increasing the skills of minority group employees and women so that they may qualify for higher paying
employment.
b. The Contractor will use best efforts to incorporate an EEO clause into each union agreement to the end
that such union will be contractually bound to refer applicants without regard to their race, color, religion,
sex, national origin, age or disability.
c. The Contractor is to obtain information as to the referral practices and policies of the labor union
except that to the extent such information is within the exclusive possession of the labor union and such
labor union refuses to furnish such information to the Contractor, the Contractor shall so certify to the
SHA and shall set forth what efforts have been made to obtain such information.
d. In the event the union is unable to provide the Contractor with a reasonable flow of minority and
women referrals within the time limit set forth in the collective bargaining agreement, the '
Contractor will, through independent recruitment efforts, fill the employment vacancies without regard to
race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or
qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the
union with which the Contractor has a collective bargaining agreement providing for exclusive referral
failed to refer minority employees.) In the event the union referral practice prevents the Contractor from
meeting the obligations pursuant to Executive Order 11246, as amended, and these Specifications, such
Contractor shall immediately notify the SHA.
8. Selection of Subcontractors,Procurement of Materials and Leasing of Equipment: The Contractor
shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the
selection and retention of subcontractors, including procurement of materials and leases of equipment.
a. The Contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under
this Contract.
b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to
compete for and perform subcontracts which the Contractor enters into pursuant to this Contract. The
Contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or
subcontractors with meaningful minority group and female representation among their employees.
Contractors shall obtain lists of DBE construction firms from SHA personnel.
c. The Contractor will use his best efforts to ensure subcontractor compliance with their EEO obligations.
9. Records and Reports: The Contractor shall keep such records as necessary to document compliance rri
with the EEO requirements. Such records shall be retained for a period of 3 years following completion of
the Contract work and shall be available at reasonable times and places for inspection by authorized
representatives of the SHA and the FHWA. ,
a. The records kept by the Contractor shall document the following:
(1) The number of minority and non-minority group members and women employed in each work
classification on the project;
(2) The progress and efforts being made in cooperation with unions, when applicable, to increase
employment opportunities for minorities and women;
(3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority
and female employees; and
(4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors
with meaningful minority and female representation among their employees.
b. The Contractors will submit an annual report to the SHA each July for the duration of the project,
indicating the number of minority, women, and nonminority group employees currently engaged in each
work classification required by the Contract work. This information is to be reported on Form FHWA-
1391. If on-the-job training is being required by special provision, the Contractor will be required to �rri
collect and report training data.
III.NONSEGREGATED FACILITIES
(Applicable to all Federal-aid construction Contracts and to all related subcontracts of$10,000 or more.) s
Amendment to Form FHWA 1273
Revised May 25, 2007
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a. By submission of this bid, the execution of this Contract or subcontract, or the consummation of this
material supply agreement or purchase order, as appropriate, the bidder, Federal-aid construction
Contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not
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maintain or provide for its employees any segregated facilities at any of its establishments, and that the
firm does not permit its employees to perform their services at any location, under its control, where
segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the
EEO provisions of this Contract. The firm further certifies.that no employee will be denied access to
adequate facilities on the basis of sex or disability.
b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas,
restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms,, and other storage
W or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and
housing facilities provided for employees which are segregated by explicit directive, or are, in fact,
segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local
custom, or otherwise. The only exception will be for the disabled when the demands for accessibility
override(e.g. disabled parking).
c. The Contractor agrees that it has obtained or will obtain identical certification from proposed
W subcontractors or material suppliers prior to award of subcontracts or consummation of material supply
agreements of$10,000 or more and that it will retain such certifications in its files.
IV. PAYMENT OF PREDETERMINED MINIMUM WAGE
as (Applicable to all Federal-aid construction Contracts exceeding $2,000 and to all related subcontracts,
except for projects located on roadways classified as local roads or rural minor collectors, which are
exempt.)
1. General:
do a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally
and not less often than once a week and without subsequent deduction or rebate on any account [except
such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor
W under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or
cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less
than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage
determination") which is attached hereto and made a part hereof, regardless of any contractual
relationship which may be alleged to exist between the Contractor or its subcontractors and such laborers
and mechanics. The wage determination (including any additional classifications and wage rates
conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495)
shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent
and accessible place where it can be easily seen by the workers. For the purpose of this Section,
contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b) (2) of
the Davis-
Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such
laborers or mechanics, subject to the provisions of Section IV, paragraph 3b,hereof. Also, for the purpose
of this Section, regular contributions made or costs incurred for more than a weekly period (but not less
often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are
deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics
+ shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification
of work actually performed, without regard to skill, except as provided in paragraphs 4 and 5 of this
Section IV.
b. Laborers or mechanics performing work in more than 1 classification may be compensated at the rate
specified for each classification for the time actually worked therein, provided, that the employer's
payroll records accurately set forth the time spent in each classification in which work is performed.
rr
Amendment to Form FHWA 1273
Revised May 25, 2007
dw
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c. All rulings and interpretations of the Davis-Bacon Act and related acts contained in 29 CFR 1, 3, and 5
are herein incorporated by reference in this Contract.
2. Classification:
a. The SHA Contracting officer shall require that any class of laborers or mechanics employed under the
Contract, which is not listed in the wage determination, shall be classified in conformance with the wage
determination.
b. The Contracting officer shall approve an additional classification, wage rate and fringe benefits only
when the following criteria have been met:
(1) the work to be performed by the additional classification requested is not performed by a classification
in the wage determination;
(2) the additional classification is utilized in the area by the construction industry;
(3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the
wage rates contained in the wage determination; and
(4) with respect to helpers,when such a classification prevails in the area in which the work is performed.
c. If the Contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be
employed in the additional classification or their representatives, and the Contracting officer agree on the
classification and wage rate (including the amount designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the Contracting officer to the DOL, Administrator of the Wage
and Hour Division, Employment Standards Administration, Washington, D.C. 20210. The Wage and
Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional
classification action within 30 days of receipt and so advise the Contracting officer or will notify the
Contracting officer within the 30-day period that additional time is necessary.
d. In the event the Contractor or subcontractors, as appropriate, the laborers or mechanics to be employed
in the additional classification or their representatives, and the Contracting officer do not agree on the
proposed classification and wage rate (including the amount designated for fringe benefits, where
appropriate), the Contracting officer shall refer the questions, including the views of all interested parties
and the recommendation of the Contracting officer, to the Wage and Hour Administrator for
determination.
Said Administrator, or an authorized representative, will issue a determination within 30 days of receipt
and so advise the Contracting officer or will notify the Contracting officer within the 30-day period that ON
additional time is necessary.
e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d
of this Section IV shall be paid to all workers performing work in the additional classification from the
first day on which work is performed in the classification.
3. Payment of Fringe Benefits:
a. Whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics r
includes a fringe benefit which is not expressed as an hourly rate, the Contractor or subcontractors, as
appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide
fringe benefit or an hourly case equivalent thereof.
b. If the Contractor or subcontractor, as appropriate, does not make payments to a trustee or other third
person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs
reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the
Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of '
the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a
separate account assets for the meeting of obligations under the plan or program.
4. Apprentices and Trainees (Programs of the U.S.DOL) and Helpers: roti
a. Apprentices:
(1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed
when they are employed pursuant to and individually registered in a bona fide apprenticeship program
Amendment to Form FHWA 1273
Revised May 25, 2007
rr
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W registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and
Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in
his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who
aw is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship
and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary
employment as an apprentice.
(2) The allowable ratio of apprentices to journeyman-level employees on the job site in any craft
as classification shall not be greater than the ratio permitted to the Contractor as to the entire work force
under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not
registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate
' + listed in the wage determination for the classification of work actually performed. In addition, any
apprentice performing work on the job site in excess of the ratio permitted under the registered program
shall be paid not less than the applicable wage rate on the wage determination for the work actually
performed. Where a Contractor or subcontractor is performing construction on a project in a locality other
than that in which its program is registered, the ratios and wage rates (expressed in percentages of the
journeyman-level hourly rate) specified in the Contractor's or subcontractor's registered program shall be
observed.
(3) Every apprentice must be paid at not less than the rate specified in the registered program for the
apprentice's level of progress, expressed as a percentage of the journeyman-level hourly rate specified in
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the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the
provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits,
apprentices must be paid the full amount of fringe benefits listed on the wage determination for the
applicable classification. If the Administrator for the Wage and Hour Division determines that a different
'•" practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that
determination.
(4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized
++� by the Bureau, withdraws approval of an apprenticeship program, the Contractor or subcontractor will no
longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable
work performed by regular employees until an acceptable program is approved.
b. Trainees:
(1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the
predetermined rate for the work performed unless they are employed pursuant to and individually
registered in a program which has received prior approval, evidenced by formal certification by the DOL,
Employment and Training Administration.
(2) The ratio of trainees to journeyman-level employees on the job site shall not be greater than permitted
under the plan approved by the Employment and Training Administration. Any employee listed on the
payroll at a trainee rate who is not registered and participating in a training plan approved by the
Employment and Training Administration shall be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In addition, any trainee performing work
on the job site in excess of the ratio permitted under the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work actually performed.
(3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level
1W of progress, expressed as a percentage of the journeyman-level hourly rate specified in the applicable
wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee
program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of
+rr fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division
determines that there is an apprenticeship program associated with the corresponding journeyman-level
wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in
which case such trainees shall receive the same fringe benefits as apprentices.
Amendment to Form FHWA 1273
rr
Revised May 25, 2007
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16
(4) In the event the Employment and Training Administration withdraws approval of a training program, go
the Contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable
predetermined rate for the work performed until an acceptable program is approved.
c. Helpers: go
Helpers will be permitted to work on a project if the helper classification is specified and defined on the
applicable wage determination or is approved pursuant to the conformance procedure set forth in Section
IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under an approved
definition, shall be paid not less than the applicable wage rate on the wage determination for the
classification of work actually performed.
5.Apprentices and Trainees (Programs of the U.S.DOT):
Apprentices and trainees working under apprenticeship and skill training programs which have been
certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway
construction programs are not subject to the requirements of paragraph 4 of this Section 1V. The straight
time hourly wage rates for apprentices and trainees under such programs will be established by the irY
particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than
permitted by the terms of the particular program.
6. Withholding: 06
The SHA shall upon its own action or upon written request of an authorized representative of the
DOL withhold, or cause to be withheld, from the Contractor or subcontractor under this Contract or any
other Federal Contract with the same Prime Contractor, or any other Federally-assisted Contract subject
to Davis-Bacon prevailing wage requirements which is held by the same Prime Contractor, as much of the
accrued payments or advances as may be considered necessary to pay laborers and mechanics, including
apprentices, trainees, and helpers, employed by the Contractor or any subcontractor the full amount of
wages required by the Contract. In the event of failure to pay any laborer or mechanic, including any
apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages
required by the Contract, the SHA Contracting officer may, after written notice to the Contractor, take
such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of
funds until such violations have ceased.
7. Overtime Requirements:
No Contractor or subcontractor contracting for any part of the Contract work which may require or
involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees,
and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic,
watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 ad
hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a
rate not less than one-and-one-half times his/her basic rate of pay for all hours worked in excess of 40
hours in such workweek. go
S. Violation:
Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in
paragraph 7 above, the Contractor and any subcontractor responsible thereof shall be liable to the affected
employee for his/her unpaid wages. In addition, such Contractor and subcontractor shall be liable to the no
United States (in the case of work done under Contract for the District of Columbia or a territory, to such
District or to such territory) for liquidated damages. Such liquidated damages shall be computed with
respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set
forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or
permitted to work in excess of the standard work week of 40 hours without payment of the overtime
wages required by the clause set forth in paragraph 7.
9. Withholding for Unpaid Wages and Liquidated Damages:
The SHA shall upon its own action or upon written request of any authorized representative of the
Amendment to Form FHWA 1273
Revised May 25, 2007
rr
DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the
Contractor or subcontractor under any such Contract or any other Federal Contract with the same Prime
Contractor, or any other Federally-assisted Contract subject to the Contract Work Hours and Safety
Standards Act, which is held by the same Prime Contractor, such sums as may be determined to be
necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated
damages as provided in the clause set forth in paragraph 8 above.
V. STATEMENTS AND PAYROLLS
.r (Applicable to all Federal-aid construction Contracts exceeding $2,000 and to all related subcontracts,
except for projects located on roadways classified as local roads or rural collectors, which are exempt.)
1. Compliance with Copeland Regulations (29 CFR 3):
�r The Contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein
incorporated by reference.
2. Payrolls and Payroll Records:
a. Payrolls and basic records relating thereto shall be maintained by the Contractor and each subcontractor
during the course of the work and preserved for a period of 3 years from the date of completion of the
Contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the
site of the work.
b. The payroll records shall contain the name, social security number, and address of each such employee;
his or her correct classification; hourly rates of wages paid (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b) (2)
(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual
wages paid. In addition, for Appalachian Contracts, the payroll records shall contain a notation indicating
whether the employee does, or does not, normally reside in the labor area as defined in Attachment A,
paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the
wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing
benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the Contractor
and each subcontractor shall maintain records which show that the commitment to provide such benefits
is enforceable, that the plan or program is financially responsible, that the plan or program has been
communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual
cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under
approved programs shall maintain written evidence of the registration of apprentices and trainees, and
ratios and wage rates prescribed in the applicable programs.
c. Each Contractor and subcontractor shall furnish, each week in which any contract work is performed,
to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices,
trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on
work during the preceding weekly payroll period). The payroll submitted shall set out accurately and
r� completely all of the information required to be maintained under paragraph 2b of this Section V. This
information may be submitted in any form desired. Optional Form WH-347 is available for this purpose
and may be purchased from the Superintendent of Documents (Federal stock number 029- 005-0014-1),
,rr U.S. Government Printing Office, Washington, D.C. 20402. The Prime Contractor is responsible for the
submission of copies of payrolls by all subcontractors.
d. Each payroll submitted shall be accompanied by a"Statement of Compliance,"signed by the
Contractor or subcontractor or his/her agent who pays or supervises the payment of the persons employed
under the Contract and shall certify the following:
(1) that the payroll for the payroll period contains the information required to be maintained under
.rc paragraph 2b of this Section V and that such information is correct and complete;
(2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the
Contract during the payroll period has been paid the full weekly wages earned, without rebate, either
+rr
Amendment to Form FHWA 1273
Revised May 25, 2007
16
directly or indirectly, and that no deductions have been made either directly or indirectly from the full ar
wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3;
(3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits
or cash equivalent for the classification of worked performed, as specified in the applicable wage
determination incorporated into the Contract.
e. The weekly submission of a properly executed certification set forth on the reverse side of
Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance"
required by paragraph 2d of this Section V.
f. The falsification of any of the above certifications may subject the Contractor to civil or criminal
prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231.
g. The Contractor or subcontractor shall make the records required under paragraph 2b of this ao
Section V available for inspection, copying, or transcription by authorized representatives of the SHA, the
FHWA, or the DOL, and shall permit such representatives to interview employees during working hours
on the job. If the Contractor or subcontractor fails to submit the required records or to make them
available, the SHA, the FHWA, the DOL, or all may, after written notice to the Contractor, sponsor,
applicant, or owner, take such actions as may be necessary to cause the suspension of any further
payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request aw
or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12.
VI. RECORD OF MATERIALS,SUPPLIES,AND LABOR
1. On all Federal-aid Contracts on the National Highway System, except those which provide solely for
the installation of protective devices at railroad grade crossings, those which are constructed on a force
account or direct labor basis, highway beautification Contracts, and Contracts for which the total final
construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the Contractor shall:
a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47,
"Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal
Funds,"prior to the commencement of work under this Contract.
b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the
work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in
the units shown on Form FHWA-47.
c. Furnish, upon the completion of the Contract, to the SHA resident engineer on Form FHWA-47 r
together with the data required in paragraph lb relative to materials and supplies, a final labor summary
of all contract work indicating the total hours worked and the total amount earned.
2. At the Prime Contractor's option, either a single report covering all Contract work or separate reports apt
for the Contractor and for each subcontract shall be submitted.
VII. SUBLETTING OR ASSIGNING THE CONTRACT
1. The Contractor shall perform with its own organization Contract work amounting to not less than 30 art
percent (or a greater percentage if specified elsewhere in the Contract) of the total original Contract price,
excluding any specialty items designated by the State. Specialty items may be performed by subcontract
and the amount of any such specialty items performed may be deducted from the total original Contract
price before computing the amount of work required to be performed by the Contractor's own
organization (23 CFR 635).
a. "Its own organization" shall be construed to include only workers employed and paid directly by the
Prime Contractor and equipment owned or rented by the Prime Contractor, with or without operators.
Such term does not include employees or equipment of a subcontractor, assignee, or agent of the Prime
Contractor.
b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, art
abilities, or equipment not ordinarily available in the type of Contracting organizations qualified and
expected to bid on the Contract as a whole and in general are to be limited to minor components of the
overall Contract.
Amendment to Form FHWA 1273
Revised May 25, 2007
2. The Contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed
includes the cost of material and manufactured products which are to be purchased or produced by the
Contractor under the Contract provisions.
3. The Contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm,
has full authority to direct performance of the work in accordance with the Contract requirements, and is
in charge of all construction operations (regardless of who performs the work) and (b) such other of its
own organizational resources (supervision, management, and engineering services) as the SHA
contracting officer determines is necessary to assure the performance of the Contract.
4. No portion of the Contract shall be sublet, assigned or otherwise disposed of except with the written
consent of the SHA contracting officer, or authorized representative, and such consent when given shall
not be construed to relieve the Contractor of any responsibility for the fulfillment of the Contract.
Written consent will be given only after the SHA has assured that each subcontract is evidenced in
writing and that it contains all pertinent provisions and requirements of the Prime Contract.
r+r VHI. SAFETY: ACCIDENT PREVENTION
1. In the performance of this Contract the Contractor shall comply with all applicable Federal, State, and
local laws governing safety, health, and sanitation (23 CFR 635). The Contractor shall provide all
safeguards, safety devices and protective equipment and take any other needed actions as it determines, or
as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to protect property in connection with the
performance of the work covered by the Contract.
2. It is a condition of this Contract, and shall be made a condition of each subcontract, which the
Contractor enters into pursuant to this Contract, that the Contractor and any subcontractor shall not permit
any employee, in performance of the Contract, to work in surroundings or under conditions which are
unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety
and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section
107 of the Contract Work Hours and Safety Standards Act(40 U.S.C. 333).
3. Pursuant to 29 CFR 1926.3, it is a condition of this Contract that the Secretary of Labor or authorized
representative thereof, shall have right of entry to any site of Contract performance to inspect or
investigate the matter.of compliance with the construction safety and health standards and to carry out the
+rr duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40
U.S.C. 333).
IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS
In order to assure high quality and durable construction in conformity with approved plans and
specifications and a high degree of reliability on statements and representations made by Engineers,
Contractors, suppliers, and workers on Federal-aid highway projects, it is essential that all persons
concerned with the project perform their functions as carefully, thoroughly, and honestly as possible.
Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a
violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar
acts, the following notice shall be posted on each Federal-aid highway project (23 CFR 635) in 1 or more
places where it is readily available to all persons concerned with the project:
NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL-AID HIGHWAY
PROJECTS
18 U.S.C. 1020 reads as follows:
"Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or
whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false
representation, or false report as to the character, quality, quantity, or cost of the material used or to be
used, or the quantity or quality of the work performed or to be performed, or the cost thereof in
connection with the submission of plans, maps, specifications, contracts, or costs of construction on any
highway or related project "submitted for approval to the Secretary of Transportation; or Whoever
Amendment to Form FHWA 1273
r
Revised May 25, 2007
r
16
knowingly makes any false statement, false representation, false report or false claim with respect to the
character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to
be furnished, in connection with the construction of any highway or related project approved by the
Secretary of Transportation; or go
Whoever knowingly makes any false statement or false representation as to material fact in any statement,
certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916,
(39 Stat. 355), as amended and supplemented; Shall be fined not more that $10,000 or imprisoned not 46
more than 5 years or both.
X.IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION
CONTROL ACT
(Applicable to all Federal-aid construction contracts and to all related subcontracts of$100,000 or more.)
By submission of this bid or the execution of this Contract, or subcontract, as appropriate, the bidder,
Federal-aid construction Contractor, or subcontractor, as appropriate, will be deemed to have stipulated as
follows:
1. That any facility that is or will be utilized in the performance of this contract, unless such contract is
exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et seq., as amended by Pub.L. 91-604), and
under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq., as amended by
Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not
listed, on the date of Contract award, on the U.S. Environmental Protection Agency (EPA) List of
Violating Facilities pursuant to 40 CFR 15.20.
2. That the firm agrees to comply and remain in compliance with all the requirements of
Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all
regulations and guidelines listed there under.
3. That the firm shall promptly notify the SHA of the receipt of any communication from to
the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the
contract is under consideration to be listed on the EPA List of Violating Facilities.
4. That the firm agrees to include or cause to be included the requirements of paragraph 1
through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the
government may direct as a means of enforcing such requirements.
XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION,INELIGIBILITY ++
AND VOLUNTARY EXCLUSION
1. Instructions for Certification-Primary Covered Transactions:
(Applicable to all Federal-aid contracts -49 CFR 29)
a. By signing and submitting this proposal, the prospective primary participant is providing the
certification set out below.
b. The inability of a person to provide the certification set out below will not necessarily result in denial
of participation in this covered transaction. The prospective participant shall submit an explanation of
why it cannot provide the certification set out below. The certification or explanation will be considered
in connection with the department or agency's determination whether to enter into this transaction.
However, failure of the prospective primary participant to furnish a certification or an explanation shall
disqualify such a person from participation in this transaction.
c. The certification in this clause is a material representation of fact upon which reliance was placed when mi
the department or agency determined to enter into this transaction. If it is later determined that the
prospective primary participant knowingly rendered an erroneous certification, in addition to other
remedies available to the Federal Government, the department or agency may terminate this transaction
for cause of default.
d. The prospective primary participant shall provide immediate written notice to the department or agency
to whom this proposal is submitted if any time the prospective primary participant learns that its
A
Amendment to Form FHWA 1273
Revised May 25, 2007
+rr
certification was erroneous when submitted or has become erroneous by reason of changed
circumstances.
e. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered
rr
transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and
"voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage
sections of rules implementing Executive Order 12549. You may contact the department or agency to
which this proposal is submitted for assistance in obtaining a copy of those regulations.
f. The prospective primary participant agrees by submitting this proposal that, should the proposed
covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction
with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation
in this covered transaction,unless authorized by the department or agency entering into this transaction.
g. The prospective primary participant further agrees by submitting this proposal that it will include the
clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-
Lower Tier Covered Transaction," provided by the department or agency entering into this covered
transaction, without modification, in all lower tier covered transactions and in all solicitations for lower
tier covered transactions.
h. A participant in a covered transaction may rely upon a certification of a prospective participant in a
lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the
covered transaction, unless it knows that the certification is erroneous. A participant may decide the
rr
method and frequency by which it determines the eligibility of its principals. Each participant may, but is
not required to, check the non-procurement portion of the "Lists of Parties Excluded from Federal
Procurement or Non-procurement Programs" (Non-procurement List) which is compiled by the General
Services Administration.
i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render in good faith the certification required by this clause. The knowledge and information of
participant is not required to exceed that which is normally possessed by a prudent person in the ordinary
course of business dealings.
Except for transactions authorized under paragraph f of these instructions, if a participant in'a covered
transaction knowingly enters into a lower tier covered transaction with a person who is suspended,
w debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other
remedies available to the Federal Government, the department or agency may terminate this transaction
for cause or default.
CERTIFICATION REGARDING DEBARMENT, SUSPENSION,INELIGIBILITY AND
VOLUNTARY EXCLUSION--PRIMARY COVERED TRANSACTIONS
1. The prospective primary participant certifies to the best of its knowledge and belief, that it and
its principals:
a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from covered transactions by any Federal department or agency;
b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgment
rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a public (Federal, State or local) transaction or Contract under a
public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft,
forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen
property;
rr c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity
(Federal, State or local) with commission of any of the offenses enumerated in paragraph lb of this
certification; and
+r.
Amendment to Form FHWA 1273
Revised May 25, 2007
irr
Ili
d. Have not within a 3-year period preceding this application/proposal had 1 or more public transactions rrl
(Federal, State or local) terminated for cause or default.
2. Where the prospective primary participant is unable to certify to any of the statements in this
certification, such prospective participant shall attach an explanation to this proposal. rr
2. Instructions for Certification- Lower Tier Covered Transactions:
(Applicable to all subcontracts, purchase orders and other lower tier transactions of$25,000 or more -49 so
CFR 29)
a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out
below.
b. The certification in this clause is a material representation of fact upon which reliance was placed when NO
this transaction was entered into. If it is later determined that the prospective lower tier participant
knowingly rendered an erroneous certification, in addition to other remedies available to the Federal
Government, the department, or agency with which this transaction originated may pursue available rib
remedies, including suspension and/or debarment.
c. The prospective lower tier participant shall provide immediate written notice to the person to which this
proposal is submitted if at any time the prospective lower tier participant learns that its certification was 10
erroneous by reason of changed circumstances.
d. The terms "covered transaction," "debarred," "suspended," "ineligible," "primary covered transaction,"
"participant," "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have
err
the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order
12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy
of those regulations.
e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed
covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction
with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation
in this covered transaction, unless authorized by the department or agency with which this transaction rri
originated.
f. The prospective lower tier participant further agrees by submitting this proposal that it will include this
clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion- 1W
Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all
solicitations for lower tier covered transactions.
g. A participant in a covered transaction may rely upon a certification of a prospective participant in a ,o
lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the
covered transaction, unless it knows that the certification is erroneous. A participant may decide the
method and frequency by which it determines the eligibility of its principals. Each participant may, but is Ila
not required to, check the Non-procurement List.
h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render in good faith the certification required by this clause. The knowledge and information of
INN
participant is not required to exceed that which is normally possessed by a prudent person in the ordinary
course of business dealings.
i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered
transaction knowingly enters into a lower tier covered transaction with a person who is suspended, 10'
debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other
remedies available to the Federal Government, the department or agency with which this transaction
originated may pursue available remedies, including suspension and/or debarment. INN
CERTIFICATION REGARDING DEBARMENT,SUSPENSION,INELIGIBILITY AND
VOLUNTARY EXCLUSION--LOWER TIER COVERED TRANSACTIONS: 110
Amendment to Form FHWA 1273
Revised May 25, 2007 0111
.,, 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its
principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from participation in this transaction by any Federal department or agency.
2. Where the prospective lower tier participant is unable to certify to any of the statements in this
certification, such prospective participant shall attach an explanation to this proposal.
XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING
(Applicable to all Federal-aid construction Contracts and to all related subcontracts which exceed
$100,000 -49 CFR 20)
1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or
her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of any Federal agency, a
irr Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal Contract, the making of any Federal grant, the making of
any Federal loan, the entering into of any cooperative agreement, and the extension, continuation,
renewal, amendment, or modification of any Federal Contract, grant,loan, or cooperative agreement.
b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any Federal agency, a Member of
.r� Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection
with this Federal Contract, grant, loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.
2. This certification is a material representation of fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for
each such failure.
3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall
require that the language of this certification be included in all lower tier subcontracts, which exceed
rrr $100,000 and that all such recipients shall certify and disclose accordingly.
ATTACHMENT A
EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS
(Applicable to Appalachian contracts only.)
1. During the performance of this Contract, the Contractor undertaking to do work which is, or reasonably
may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor
area as designated by the DOL wherein the Contract work is situated, or the sub region, or the
Appalachian counties of the State wherein the Contract work is situated,except:
a. To the extent that qualified persons regularly residing in the area are not available.
b. For the reasonable needs of the Contractor to employ supervisory or specially
experienced personnel necessary to assure an efficient execution of the Contract work.
c. For the obligation of the Contractor to offer employment to present or former employees
as the result of a lawful collective bargaining Contract, provided that the number of nonresident persons
employed under this subparagraph lc shall not exceed 20 percent of the total number of employees
employed by the Contractor on the Contract work, except as provided in subparagraph 4 below.
2. The Contractor shall place a job order with the State Employment Service indicating(a) the
classifications of the laborers, mechanics and other employees required to perform the Contract work, (b)
the number of employees required in each classification, (c) the date on which he estimates such
employees will be required, and (d) any other pertinent information required by the State Employment
■r Service to complete the job order form. The job order may be placed with the State Employment Service
Amendment to Form FHWA 1273
Revised May 25, 2007
irw
in writing or by telephone. If during the course of the Contract work, the information submitted by the go
Contractor in the original job order is substantially modified, he shall promptly notify the State
Employment Service.
3. The Contractor shall give full consideration to all qualified job applicants referred to him by the State
Employment Service. The Contractor is not required to grant employment to any job applicants who, in
his opinion, are not qualified to perform the classification of work required.
4. If, within 1 week following the placing of a job order by the contractor with the State Employment
Service,the State Employment Service is unable to refer any qualified job applicants to the Contractor, or
less than the number requested, the State Employment Service will forward a certificate to the Contractor
indicating the unavailability of applicants. Such certificate shall be made a part of the Contractor's
permanent project records. Upon receipt of this certificate, the Contractor may employ persons who do
not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the
provisions of subparagraph lc above.
5. The Contractor shall include the provisions of Sections 1 through 4 of this Attachment A in
every subcontract for work which is, or reasonably may be, done as on-site work.
1 AMENDMENT
2 REQUIRED CONTRACT PROVISIONS
3 FEDERAL-AID CONSTRUCTION CONTRACTS
4 (Exclusive of Appalachian Contracts)
5 Under Section Il, Paragraph 8b is revised as follows:
6 The reference to 49 CFR 23 is revised to read 49 CFR 26.
7 Under Section Il, Paragraph 8b is supplemented with the following:
8 The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, c go
sex
9 in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in
10 the award and administration of USDOT-assisted contracts. Failure by the contractor to carry out thes
requirements 96
11 is a material breach of this contract which may result in the termination of this contract or such other remedy as
12 the recipient deems appropriate.
13 Under Section II,in accordance with standard specification 1-08.1(A) and applicable RCWs a new paragraph 8d ism
14 added as follows:
15 The contractor or subcontractor agrees to pay each subcontractor under this prime contract for satisfactory
16 performance of its contract and/or agreement no later than ten days from the receipt of each payment the prime 16
17 contractor receives from WSDOT or its sub recipients. The prime contractor agrees further to return retainage
18 payments to each subcontractor within ten (10)days after the subcontractor's work is satisfactorily completed. An,
19 delay or postponement of payment from the above referenced time frame may occur only for good cause followin
20 written approval of the WSDOT. This clause covers both DBE and non-DBE contractors.
21
22 Under Section IV, Paragraph 2b (4)is deleted.
23
24 Under Section IV, Paragraph 4, "and helpers" is deleted from the title.
25
26 Under Section IV, Paragraph 4a(1), add: am
27
28 The provisions in this section allowing apprentices to work at less than the predetermined rate when they are
29 registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment 66
30 and Training Administration, or with the Bureau of Apprenticeship and Training, does not preclude a
31 requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State
32 Apprenticeship Agency, recognized by the Bureau,has not approved, or withdraws approval, of an do
Amendment to Form FHWA 1273
Revised May 25, 2007
rrr
33 apprenticeship program.
34
35 Under Section IV, Paragraph 4c is deleted.
36
37 Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper".
38
39 Under Section IV, Paragraph 7 is revised by deleting "helpers".
40
41 Under Section V, Paragraph 2a is revised by deleting "helpers".
42
43 Under Section V, Paragraph 2d(2)is revised by deleting "helper".
44
45 Am 45 Amendment to Form FHWA 1273
46 Revised December 2, 2002
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
(Exclusive of Appalachian Contracts)
Under Section II, Paragraph 8b is revised as follows:
The reference to 49 CFR 23 is revised to read 49 CFR 26.
Under Section 11, Paragraph 8b is supplemented with the following:
The contractor, sub-recipient or subcontractor shall not discriminate on the basis of race, color, national
origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements
of 49 CFR Part 26 in the award and administration of USDOT-assisted contracts. Failure by the
contractor to carry out these requirements is a material breach of this contract, which may result in the
termination of this contract or such other remedy as the recipient deems appropriate.
Under Section II, in accordance with standard specification 1-08.1(1) and applicable RCWs a new
paragraph 8d is added as follows:
The contractor or subcontractor agrees to pay each subcontractor under this prime contract for satisfactory
performance of its contract and/or agreement no later than ten (10) days from the receipt of each payment
.ir►► the prime contractor receives from WSDOT or its sub-recipients. The prime contractor agrees further to
return retainage payments to each subcontractor within ten (10) days after the subcontractor's work is
satisfactorily completed. Any delay or postponement of payment from the above referenced time frame
may occur only for good cause following written approval of the WSDOT. This clause covers both DBE
and non-DBE contractors.
Under Section IV, the applicability statement is revised to read: "(Applicable to all ARRA funded
r construction contracts and related subcontracts regardless of location, including projects on local roads or
rural minor collectors, and Transportation Enhancement projects outside the highway right-of-way.)"
Under Section IV, Paragraph 2b (4) is deleted.
Under Section IV, Paragraph 4, "and helpers" is deleted from the title.
Under Section IV, Paragraph 4a (1), add:
The provisions in this section allowing apprentices to work at less than the predetermined rate when they
are registered in a bona fide,apprenticeship program registered with the U.S. Department of Labor,
Employment and Training Administration, or with the Bureau of Apprenticeship and Training, does not
preclude a requirement for the Contractor to pay apprentices the full applicable predetermined rate in the
event a State Apprenticeship Agency, recognized by the Bureau, has not approved, or withdraws
+� approval,of an apprenticeship program.
Under Section IV, Paragraph 4c is deleted.
Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper".
wr, Under Section IV, Paragraph 7 is revised by deleting "helpers".
Amendment to Form FHWA 1273
40 Revised May 25, 2007
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Under Section V, the applicability statement is revised to read: "(Applicable to all ARRA funded
construction contracts and related subcontracts regardless of location, including projects on local roads or
rural minor collectors, and Transportation Enhancement projects outside the highway right-of-way.)"
Under Section V, Paragraph 2a is revised by deleting "helpers".
Under Section V,Paragraph 2b, the first sentence is revised to read: "The payroll records shall contain the
name and an individually identifying number (e.g., the last four digits of the employees social security
number) for each such employee; his or her correct classification; hourly rates of wages paid (including
rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types
described in Section l(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked;
deductions made•, and actual wages paid. Payrolls shall not include the full social security number and
home address of covered workers. Contractors and subcontractors shall maintain the full social security
number and home address of each covered worker and shall provide them to the SHA upon request."
Under Section V, Paragraph 2d(2) is revised by deleting "helper".
Section VI, Records of Material, Supplies, And Labor, is deleted.
Amendment to Form FHWA 1273
Revised March 23, 2010
40
40
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Amendment to Form FHWA 1273
Revised May 25, 2007 ow
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AMENDMENTS TO THE STANDARD SPECIFICATIONS
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THIS PAGE INTENTIONALLY LEFT BLANK
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INTRODUCTION
The following Amendments and Special Provisions shall be used in conjunction with the 2010 Standard
Specifications for Road, Bridge, and Municipal Construction.
AMENDMENTS TO THE STANDARD SPECIFICATIONS
irr The following Amendments to the Standard Specifications are made a part of this contract and supersede
any conflicting provisions of the Standard Specifications. For informational purposes, the date following
each Amendment title indicates the implementation date of the Amendment or the latest date of revision.
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Each Amendment contains all current revisions to the applicable section of the Standard Specifications
and may include references which do not apply to this particular project.
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02.AP 1
SECTION 1-02,BID PROCEDURES AND CONDITIONS
January 4, 2010
1-02.7 Bid Deposit
�r.
In the first paragraph, the third sentence is revised to read:
For projects scheduled for bid opening in Olympia, the proposal bond may be in hard copy or
electronic format via Surety2000.com or Insurevision.com and BidX.com.
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1-02.9 Delivery of Proposal
In the first paragraph, the first sentence is revised to read:
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For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and submitted in
the envelope provided with it, or electronically via Expedite software and BidX.com at the location
�w and time identified in Section 1-02.12.
The following new paragraph is inserted after the fust paragraph:
For projects scheduled for bid opening in the Region, each Proposal shall be sealed and submitted in
the envelope provided with it, at the location and time identified in Section 1-02.12. The Bidder shall
r fill in all blanks on this envelope to ensure proper handling and delivery.
06.AP 1
SECTION 1-06, CONTROL OF MATERIALS
April 5,2010
1-06.1 Approval of Materials Prior to Use
This section is supplemented with the following new sub-section:
1-06.1(4) Fabrication Inspection Expense
In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle,
Washington the Contracting Agency will deduct from payment due the Contractor costs to perform
fabrication inspection on the following items:
• Steel Bridges and Steel Bridge components
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• Cantilever Sign Structures and Sign Bridges
• Cylindrical, Disc, Pin, and Spherical Bearings
• Modular Expansion Joints
• Additional items as may be determined by the Engineer.
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The deductions for fabrication inspection costs will be as shown in the Payment Table below.
Zone Place of Fabrication Reduction in Payment
1 Within 300 airline miles None
from Seattle
2 Between 300 and 3,000 $700.00 per *inspection day
airline miles from Seattle
3 Over 3,000 airline miles $1,000 per *inspection day,
from Seattle but not less than $2,500 per
trip
*Note - An inspection day includes any calendar day or portion of a calendar day spent
inspecting at or traveling to and from a place of fabrication.
Where fabrication of an item takes place in more than one zone, the reduction in payment will be
computed on the basis of the entire item being fabricated in the furthest of zones where any
fabrication takes place on that item.
The rates for Zone 2 and 3 shall be applied for the full duration time of all fabrication inspection w
activities to include but not limited to; plant approvals, prefabrication meetings, fabrication, coatings
and final inspection.
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00 1-06.2(2)A General
Table 2"Pay Factors"on page 1-39 is revised to read:
Table 2
Pay Factors
PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(PU+PL)-100
40 Category n=3 n=4 n_5 n_6 n=7 n=8 n=9 n=10 n=12 n=15 n_18 n_23 n--30 n=43 n=67
to to to to to 1 to to to
n_11 n=14 n=17 n=22 n_29 n_42 n=66 m
1.05 100 100 100 100 100 100 100 100 100 100
1.04 100 99 97 95 96 96 96 97 97 97 97
1.03 100 98 96 94 92 93 93 94 95 95 96 96
1.02 99 97 94 91 69 90 91 92 93 93 94 94
1.01 100 100 100 98 95 92 89 87 88 89 90 91 92 92 93
1.00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92
0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91
40 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90
0.97 63 68 72 74 76 77 78 79 81 82 83 84 86 87 88
0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87
0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86
0.94 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85
0.93 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84
0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82
0.91 54 59 62 64 66 68 69 70 72 74 75 76 78 79 81
0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80
0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79
0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78
0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77
0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76
(Continued
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Table 2 "Pay Factors"on page 1-40 is revised to read:
Table 2
Pay Factors(continued)
PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(Pu+PL)-100
Category n=3 n=4 n=5 n=6 n=7 n_8 n_9 n_10 n_12 n=15 n_18 n_23 n=30 n_43 n=67
No to to to to to to to to
n=11 n_14 n=17 n_22 n_29 n=42 n_66 ^�
0.85 46 51 54 56 58 60 61 62 64 66 67 69 71 72 T5-
0.84 45 49 53 55 57 58 60 61 63 65 66 68 70 71 73
0.83 44 48 51 54 56 57 58 60 62 64 65 67 69 70 72
0.82 43 47 50 53 54 56 57 59 61 62 64 66 67 69 71
0.81 41 46 49 51 53 55 56 58 59 61 63 64 66 68 70
0.80 40 44 48 50 52 54 55 56 58 60 62 63 65 67 69
0.79 39 43 46 49 51 52 54 55 57 59 61 62 64 66 68
rail 0.78 38 42 45 48 50 51 52 54 56 58 59 61 63 65 67
0.77 36 41 44 46 48 50 51 53 55 57 58 60 62 64 66
0.76 35 39 43 45 47 49 50 52 54 56 57 59 61 63 65
0.75 33 38 42 44 46 48 49 51 53 54 56 58 60 62 64
REJECT
Values Less Than Those Shown Above
Reject Quality Levels Less Than Those Specified for a 0.75 Pay Factor
Note:If the value of(Pu+PL)-100 does not correspond to a(Pu+PL)-100 value in this table,use the next smaller(P.+P)-100 value.
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07.AP1
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
April 5, 2010
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1-07.13(4) Repair of Damage
The last sentence in the first paragraph is revised to read:
For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2), 1-07.13(3), or 8-17.5,
payment will be made in accordance with Section 1-09.4 using the estimated Bid item
"Reimbursement for Third Party Damage".
1-07.16(2) Vegetation Protection and Restoration
The second paragraph is revised to read:
+m
Damage which may require replacement of vegetation includes torn bark stripping, broken branches,
exposed root systems, cut root systems, poisoned root systems, compaction of surface soil and roots,
puncture wounds, drastic reduction of surface roots or leaf canopy, changes in grade greater than 6-
inches, or any other changes to the location that may jeopardize the survival or health of the
vegetation to be preserved.
The third paragraph is revised to read:
When large roots of trees designated to be saved are exposed by the Contractor's operation, they
shall be wrapped with heavy, moist material such as burlap or canvas for protection and to prevent
excessive drying. The material shall be kept moist and securely fastened until the roots are covered
to finish grade. All material and fastening material shall be removed from the roots before covering.
All roots 1-inch or larger in diameter, which are damaged, shall be pruned with a sharp saw or me
pruning shear. Damaged, torn, or ripped bark shall be removed as ordered by the Engineer at no
additional cost to the Contracting Agency.
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The fourth paragraph is revised to read:
Any pruning activity required to complete the Work as specified shall be performed by a Certified rr
Arborist as designated by the Engineer.
08.AP1 .r
SECTION 1-08, PROSECUTION AND PROGRESS
April 5,2010
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1-08.1 Subcontracting
The second and third sentences in the eighth paragraph are revised to read:
This Certification shall be submitted to the Project Engineer on WSDOT form 421-023, "Quarterly
Report of Amounts Paid as MBE/WBE Participants", quarterly for the State fiscal quarters: January
1 through March 31, April 1 through June 30, July 1 through September 30, October 1 through
December 31, and for any remaining portion of a quarter through Physical Completion of the
Contract. The report is due 20 calendar days following the fiscal quarter end or 20-calendar days
after Physical Completion of the Contract.
The last sentence in the ninth paragraph is revised to read:
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When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of
WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBE/WBE Participants".
1-08.5 Time for Completion
The last two sentences in the first paragraph are revised to read:
When any of these holidays fall on a Sunday, the following Monday shall be counted a nonworking
day. When the holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day.
The days between December 25 and January 1 will be classified as nonworking days.
09.AP1
SECTION 1-09, MEASUREMENT AND PAYMENT
January 4, 2010
1-09.9 Payments
The first paragraph is revised to read:
The basis of payment will be the actual quantities of Work performed according to the Contract and
r as specified for payment.
The Contractor shall submit a breakdown of the cost of lump sum Items to enable the Project
Engineer to determine the Work performed on a monthly basis. Lump sum item breakdowns shall be
submitted prior to the first progress payment that includes payment for the Bid Item in question. A
breakdown is not required for lump sum items that include a basis for incremental payments as part
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of the respective Specification. Absent a lump sum breakdown the Project Engineer will make a
determination based on information available. The Project Engineer's determination of the cost of
work shall be final.
aw In the third paragraph, the second sentence is deleted.
l0.AP 1
r" SECTION 1-10, TEMPORARY TRAFFIC CONTROL
April 5,2010
so In Division 1-10, all references to "truck mounted" are revised to read "transportable".
1-10.2(3) Conformance to Established Standards
to In the fifth paragraph, the reference "(TMA's)" is deleted.
1-10.3(2)C Lane Closure Setup/Takedown
In the second paragraph, the reference to "TMA/arrow board" is revised to read "transportable
attenuator/arrow board".
+� 1-10.3(3)A Construction Signs
In the fourth paragraph"height" is replaced with "top of the ballast".
r 1-10.3(3)) Truck Mounted Attenuator
The title for this section is revised to read:
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1-10.3(3)) Transportable Attenuator
In the second and fourth paragraphs, the references to "TMA" are revised to read "Transportable
Attenuator".
In the first paragraph, the first sentence is revised to read:
Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor
shall provide, operate, and maintain transportable impact attenuators as required in Section 9-35.12.
In the third paragraph,the reference to "truck's" is revised to read "host vehicle's".
1-10.4(2) Item Bids with Lump Sum for Incidentals .r
All references to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable Attenuator(s)".
In the eighth paragraph,the first sentence is revised to read:
"Transportable Attenuator" will be measured per each one time only for each host vehicle with
mounted or attached impact attenuator used on the project.
In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with "transportable
attenuator".
1-10.5(2) Item Bids with Lump Sum for Incidentals
All references to "truck mounted impact attenuator(s)" are revised to read "transportable attenuator(s)".
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O LAP2
SECTION 2-01, CLEARING, GRUBBING,AND ROADSIDE CLEANUP
April 5,2010 "`
2-01.3(2) Grubbing
In the first paragraph Item 2. e. is revised to read: of
e. Upon which embankments will be placed except stumps may be close-cut or trimmed as
allowed in Section 2-01.3(1) item 3. +gyri
02.AP2
SECTION 2-02,REMOVAL OF STRUCTURES AND OBSTRUCTIONS
January 4, 2010
2-02.3 Construction Requirements ►
The fourth paragraph is revised to read:
The Contractor may dispose of waste material in Contracting Agency owned sites if the Special
Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange to dispose of waste at
no expense to the Contracting Agency and the disposal shall meet the requirements of Section 2-
03.3(7)C.
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OLAPS
SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION
January 4, 2010
5-01.2 Materials
The referenced section for the following item is revised to read:
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Dowel Bars 9-07.5(1)
.r 04.AP5
SECTION 5-04, HOT MIX ASPHALT
April 5,2010
.� 5-04.3(8)A1 General
The second sentence in the second paragraph is revised to read:
Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt binder,
when the Proposal quantities exceed 4,000-tons.
The third paragraph is revised to read:
Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a
rr class of HMA, with the same PG grade of asphalt binder, are 4,000-tons or less.
5-04.3(8)A4 Definition of Sampling Lot and Sublot
The first sentence in the first paragraph is revised to read:
A lot is represented by randomly selected samples of the same mix design that will be tested for
�r acceptance with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to
25 sublots
5-04.3(10)B1 General
The first sentence in the second paragraph is revised to read:
A lot is represented by randomly selected samples of the same mix design that will be tested for
acceptance with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to
25 sublots.
iW 05.AP5
SECTION 5-05, CEMENT CONCRETE PAVEMENT
April 5,2010
5-05.3(4)A Acceptance of Portland Cement Concrete Pavement
All references to"AASHTO T 22" are revised to read"WSDOT FOP for AASHTO T 22".
The eighth paragraph is revised to read:
+ Acceptance testing for compliance of air content and 28-day compressive strength shall be
conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air content shall
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be determined by conducting WSDOT FOP for WAQTC /AASHTO T 152. Compressive Strength
shall be determined by WSDOT FOP for AASHTO T 23 and WSDOT FOP for AASHTO T 22.
5-05.3(12) Surface Smoothness
The first paragraph is revised to read:
The pavement smoothness will be checked with equipment furnished and operated by the Contractor,
under supervision of the Engineer, within 48-hours following placement of concrete. Smoothness of
all pavement placed except Shoulders, ramp tapers, intersections, tight horizontal curves, and small
or irregular areas as defined by Section 5-05.3(3)unless specified otherwise, will be measured with a
recording profilograph, as specified in Section 5-05.3(3), parallel to centerline, from which the r
profile index will be determined in accordance with WSDOT Test Method 807. Tight horizontal
curves are curves having a centerline radius of curve less than 1,000 feet and pavement within the
superelevation transition of those curves. wr
5-05.3(16) Protection of Pavement
All references to"AASHTO T 22" are revised to read"WSDOT FOP for AASHTO T 22". No
5-05.3(17) Opening to Traffic
All references to "AASHTO T 22" are revised to read"WSDOT FOP for AASHTO T 22". to
02.AP6
SECTION 6-02, CONCRETE STRUCTURES „o
April 5, 2010
6-02.3(6) Placing Concrete r
The third paragraph is revised to read:
All foundations, forms, and contacting concrete surfaces shall be moistened with water just before to
the concrete is placed.Any standing water on the foundation, on the concrete surface, or in the form
shall be removed.
The following new sentence is added after the fourth sentence in the fourth paragraph:
The submittal to the Engineer shall include justification that the concrete mix design will remain
fluid for interruptions longer than 30-minutes between placements.
6-02.3(10)D Concrete Placement, Finishing, and Texturing
The following paragraph is inserted at the beginning of this section: w1r
Before placing bridge approach slab concrete, the subgrade shall be constructed in accordance with
Sections 2-06 and 5-05.3(6).
6-02.3(11) Curing Concrete
In the fifth paragraph"Type 113"is revised to read"Type 1D, Class B".
6-02.3(17)F Bracing
Under the heading "Temporary Bracing for Bridge Girders", the table is revised to read:
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.. Girder Series Distance in Inches
W42G 30
W50G 42
W58G 63
W74G 66
Prestressed concrete tub girders 30
with webs with flanges
WF36G, WF42G, WF50G, 70
W1758G, WF66G, WF74G,
WF83G, W1795G, and WF100G
�r W32BTG, W38BTG, and 70
W62BTG
WF74PTG, WF83PTG, 70
WF95PTG, and WFIOOPTG
6-02.3(17)N Removal of Falsework and Forms
The first paragraph including table is revised to read:
If the Engineer does not specify otherwise, the Contractor may remove forms based on an applicable
row of criteria in the table below. Both compressive strength and minimum time criteria must be met
if both are listed in the applicable row.The minimum time shall be from the time of the last concrete
placement the forms support. In no case shall the Contractor remove forms or falsework without the
Engineer's approval.
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Concrete Placed In Percent of Specified Minimum Minimum Time
Minimum Compressive Compressive
Strengthl Stren thl
Columns, walls, non-sloping — — 3 days
box girder webs, abutments,
footings,pile caps„ traffic and
pedestrian barriers, and any
other side form not supporting
the concrete weight.
Columns, walls, non-sloping — 1400 psi 18 hours �►
box girder webs, abutments,
traffic and pedestrian barriers,
and any other side form not
supporting the concrete weight
or other loads.
Side forms of footings, pile — — 18 hours 4
caps, and shaft caps.2
Crossbeams, shaft caps, struts, 80 — 5 days
inclined columns and inclined go
walls.
Bridge decks supported on 80 — 10 days
wood or steel stringers or on
steel or prestressed concrete
girders.3
Box girders,T-beam girders, 80 — 14 days
and flat-slab Superstructure.3
Arches. 80 — 21 days
1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The
cylinders shall be cured according to WSDOT FOP for AASHTO T 23.
2 Curing compound shall be immediately applied to the sides when forms are removed.
3 Where continuous spans are involved, the time for all spans will be determined by the last concrete
laced affecting any span.
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The third and fourth paragraphs are deleted.
The fifth paragraph is revised to read: No
Curing shall comply as required in Section 6-02.3(11). The concrete surface shall not become dry
during form removal if removed during the cure period.
6-02.3(20) Grout for Anchor Bolts and Bridge Bearings
In the fourth paragraph"9-20.3(4)" is revised to read"Section 9-20.3(4)". of
6-02.3(24) Reinforcement
This first paragraph is revised to read: "k
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Although a bar list is normally included in the Plans, the Contracting Agency does not guarantee its
accuracy and it shall be used at the Contractor's risk. Reinforcement fabrication details shall be
determined from the information provided in the Plans.
The third paragraph is deleted.
6-02.3(24)C Placing and Fastening
The eighth paragraph is revised to read:
Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance.
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The 14th paragraph is revised to read:
+�. Clearances for main bars shall be at least:
4-inches between: Bars and the surface of any concrete masonry exposed to the
aw action of salt or alkaline water.
3-inches between: Bars and the surface of any concrete deposited against earth
aw without intervening forms.
2-'h-inches between: Adjacent bars in a layer. Bridge deck bars and the top of the
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bridge deck.
2-inches between: Adjacent layers. Bars and the surface of concrete exposed to
earth. Reinforcing bars and the faces of forms for exposed
aggregate finish.
1-'h-inches between: Bars and the surface of concrete when not specified otherwise in
r this Section or in the Plans. Barrier and curb bars and the surface
of concrete.
1-inch between: Slab bars and the bottom of the slab. Slab bars and the top surface
of the bottom slab of a cast-in-place concrete box girder.
.s The following new paragraph is inserted after the 14th paragraph:
Cover to ties and stirrups may be 1/2-inch less than the values specified for main bars but shall not be
less than 1-inch.
6-02.3(24)F Mechanical Splices
Items 1, 2, and 3 in the fourth paragraph are revised to read:
1. Mechanical splices shall develop at least 125 percent of the specified yield strength of the
unspliced bar.The ultimate tensile strength of the mechanical splice shall exceed that of the
unspliced bar.
2. The total slip of the bar within the spliced sleeve of the connector after loading in tension to
r 30.0 ksi and relaxing to 3.0 ksi shall not exceed the following measured displacements between
gage points clear of the splice sleeve:
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a. 0.01 inches for bar sizes up to No. 14.
b. 0.03 inches for No. 18 bars.
3. The maximum allowable bar size for mechanical laps splices shall be No. 6.
6-02.3(25) Prestressed Concrete Girders
Under the heading "Prestressed Concrete Wide Flange I Girder" the last sentence is revised to read:
WSDOT standard girders in this category include Series WF36Q WF42Q WF50Q WF58Q WF66Q
WF74Q WF83Q WF95G and WF100G
Under the heading "Spliced Prestressed Concrete Girder" the last sentence is revised to read: rir
WSDOT standard girders in this category include Series WF74PTQ WF83PTQ WF95PTG and
WF100PTG
6-02.3(25)L Handling and Storage
In the third sentence of the second paragraph, the reference to "1-foot-9-inches" is revised to read "3-foot- go
0-inches".
6-02.3(25)N Prestressed Concrete Girder Erection
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The seventh paragraph is supplemented with the following:
The aspect ratio(height/width) of oak block wedges at the girder centerline shall not exceed 1.0.
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6-02.3(26)E Ducts
Beneath the heading "Ducts for Internal Embedded Installation' the second sentence in the second
paragraph is revised to read:
Polypropylene ducts shall conform to ASTM D 4101 with a cell classification range of
PP0340B 14541 to PP0340B67884. w
6-02.3(28)F Tolerances
The reference to "PCI-MNL-166" is revised to read "PCI-MNL-116".
03.AP6
SECTION 6-03, STEEL STRUCTURES .rw
April 5,2010
6-03.3(25) Repair Welding
In the first paragraph"2002" is revised to read"2008".
6-03.3(25)A Welding Inspection
In the first paragraph"2002" is revised to read"2008".
In the paragraph below the heading "Radiographic Inspection" "2002 Structural" is revised to read Nit
"2008 Bridge".
6-03.3(29) Vacant
This section including title is revised to read:
o. Welded Shear Connectors
All welded shear connectors on steel girder top flanges shall be installed in the field after the forms
for the concrete bridge deck are in place. The steel surface to be welded shall be prepared to SSPC-
SP 11, power tool cleaning,just prior to welding. Installation, production control, and inspection of
welded shear connectors shall conform to Chapter 7 of the AASHTO/AWS D1.5M/D1.5:2008
Bridge Welding Code. After the welded shear connectors are installed, the weld and the disturbed
steel surface shall be cleaned and painted in accordance with Section 6-07.3(9)I.
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07.AP6
SECTION 6-07, PAINTING
April 5,2010
6-07.3(9)G Application of Shop Primer Coat
aw In the second paragraph, the second, third, and fourth sentences are deleted.
6-07.3(9)I Application of Field Coatings
The following new paragraph is inserted preceding the first paragraph:
Prior to applying field coatings, the Contractor shall field install welded shear connectors on the steel
girder top flanges in accordance with Section 6-03.3(29) and as shown in the Plans. After
installation of the welded shear connectors, the weld and the disturbed surface of the steel girder top
flange shall be cleaned in accordance with SSPC-SP 11 and primed.
6-07.3(10)H Paint System
In the first sentence of the first paragraph"new steel"is revised to read "existing steel".
09.AP6
SECTION 6-09,MODIFIED CONCRETE OVERLAYS
January 4,2010
6-09.3(6) Further Deck Preparation
In the second paragraph,item number 3. and 4. are revised to read:
3. Existing non-concrete patches as authorized by the Engineer.
4. Additionally, for concrete surfaces scarified by rotomilling only, exposure of reinforcing steel to
a depth of one-half of the periphery of a bar for a distance of 12-inches or more along the bar.
6-09.3(6)B Deck Repair Preparation
In the first paragraph, the second sentence is revised to read:
*a For concrete surfaces scarified by rotomilling, concrete shall be removed to provide a 3/a-inch
minimum clearance around the top mat of steel reinforcing bars only where unsound concrete exists
around the top mat of steel reinforcing bars, or if the bond between concrete and the top mat of steel
wr is broken.
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10.AP6
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SECTION 6-10, CONCRETE BARRIER
January 4,2010
6-10.3(1) Precast Concrete Barrier
In the 12th paragraph, the first sentence is revised to read:
Only 1 section less than 20-feet long for single slope barrier and 10-feet long for all other barriers
may be used in any single run of precast barrier, and it must be at least 8-feet long.
6-10.3(6) Placing Concrete Barrier
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The first paragraph is revised to read:
Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation shaped to a
uniform grade and section. The foundation surface for precast concrete barrier Type 2, 3, 4 and
transitions shall meet this test for uniformity:
When a 10-foot straightedge is placed on the surface parallel to the centerline for the barrier, the
surface shall not vary more than '/a-inch from the lower edge of the straightedge. If deviations
exceed'/4-inch, the Contractor shall correct them as required in Section 5-04.3(13). no
In the second paragraph, the first sentence is revised to read:
The Contractor shall align the joints of all precast barrier segments so that they offset no more than
'/a-inch transversely and no more than3/4-inch vertically.
12.AP6
SECTION 6-12, NOISE BARRIER WALLS
April 5,2010
6-12.3(6) Precast Concrete Panel Fabrication and Erection
Item number 3. in the first sentence of the first paragraph is revised to read:
3. The Contractor shall cast the precast concrete panels horizontally.
I TAP6
SECTION 6-17, PERMANENT GROUND ANCHORS
January 4, 2010
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6-17.3(7) Installing Permanent Ground Anchors
In the third paragraph, the first sentence is revised to read:
The tendon shall be inserted into the drill hole to the desired depth prior to grouting.
In the third paragraph, the following sentence is inserted after the first sentence: ►
Wet setting of permanent ground anchors will not be allowed.
02.AP7
SECTION 7-02, CULVERTS
January 4, 2010
7-02.2 Materials
In the first paragraph, the following two items are inserted after the item "Corrugated Polyethylene
Culvert Pipe 9-05.19":
Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21
No High Density Polyethylene(HDPE)Pipe 9-05.23
7-02.5 Payment
This section is supplemented with the following:
"Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam.",per linear foot.
"High Density Polyethylene(HDPE)Pipe In. Diam. per linear foot.
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04.AP7
SECTION 7-04, STORM SEWERS
or January 4, 2010
7-04.2 Materials
rr In the first paragraph, the following two items are inserted after the item "Corrugated Polyethylene Storm
Sewer Pipe 9-05.20":
Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22
High Density Polyethylene(HDPE) Pipe 9-05.23
7-04.5 Payment
This section is supplemented with the following:
"Steel Rib Reinforced Polyethylene Storm Sewer Pipe In. Diam.", per linear foot.
"High Density Polyethylene(HDPE) Pipe In. Diam.", per linear foot.
OLAP8
SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL
April 5,2010
8-01.2 Materials
In the first paragraph, the following is inserted after the first sentence:
Corrugated Polyethylene Drain Pipe 9-05.1(6)
8-01.3(1) General
In the sixth paragraph, the first sentence is revised to read:
When natural elements rut or erode the slope, the Contractor shall restore and repair the damage with
the eroded material where possible, and remove and dispose of any remaining material found in
ditches and culverts.
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In the seventh paragraph the first two sentences are deleted.
The table in the seventh paragraph is revised to read:
Western Washington (West of the Cascade Mountain crest)
May 1 through September 30 17 Acres
October 1 through April 30 5 Acres
Eastern Washington(East of the Cascade Mountain crest.)
April 1 through October 31 17 Acres +�
November 1 through March 31 5 Acres
The eighth paragraph is revised to read:
The Engineer may increase or decrease the limits based on project conditions.
WA
The ninth paragraph is revised to read:
Erodible earth is defined as any surface where soils, grindings, or other materials may be capable of
being displaced and transported by rain, wind, or surface water runoff. 40
The 10th paragraph is revised to read:
Erodible earth not being worked, whether at final grade or not, shall be covered within the
specified time period, (see the tables below)using an approved soil covering practice.
Western Washington (West of the Cascade Mountain crest)
October 1 through April 30 2-days maximum
May 1 to September 30 7-days maximum at
Eastern Washington(East of the Cascade Mountain crest.) as
October 1 through June 30 5-days maximum
July 1 through September 30 10-days maximum
8-01.3(1)A Submittals ro
This section is revised to read:
When a Temporary Erosion and Sediment Control (TESC) Plan is included in the Plans, the to
Contractor shall either adopt or modify the existing TESC Plan. If modified, the Contractor's TESC
Plan shall meet all requirements of Chapter 6-2 of the current edition of the WSDOT Highway
Runoff Manual. The Contractor shall provide a schedule for TESC Plan implementation and 96
incorporate it into the Contractor's progress schedule. The Contractor shall obtain the Engineer's
approval of the TESC Plan and schedule prior to the beginning of Work. The TESC Plan shall cover
all areas that maybe affected inside and outside the limits of the project (including all Contracting ON
Agency-provided sources, disposal sites, and haul roads, and all nearby land, streams, and other
bodies of water).
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The Contractor shall allow at least 5-working days for the Engineer to review any original or revised
TESC Plan. Failure to approve all or part of any such Plan shall not make the Contracting Agency
liable to the Contractor for any Work delays.
8-01.3(1)B Erosion and Sediment Control (ESC) Lead
In the last paragraph, "Form Number 220-030 EF" is revised to read "WSDOT Form Number 220-030
EF".
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8-01.3(1)C Water Management
In number 2., the reference to "Standard Specification" is revised to read "Section".
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Number 3., is revised to read:
r. 3. Offsite Water
Prior to disruption of the normal watercourse, the Contractor shall intercept the offsite
stormwater and pipe it either through or around the project site. This water shall not be
combined with onsite stormwater. It shall be discharged at its pre-construction outfall point in
such a manner that there is no increase in erosion below the site. The method for performing
this Work shall be submitted by the Contractor for the Engineer's approval.
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8-01.3(1)D Dispersion/Infiltration
This section is revised to read:
Water shall be conveyed only to dispersion or infiltration areas designated in the TESC Plan or to
sites approved by the Engineer. Water shall be conveyed to designated dispersion areas at a rate such
that, when runoff leaves the area, and enters waters of the State, turbidity standards are achieved.
Water shall be conveyed to designated infiltration areas at a rate that does not produce surface
runoff.
8-01.3(2)B Seeding and Fertilizing
The fourth paragraph is revised to read:
,r The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform application.
This tracer shall not be harmful to plant, aquatic or animal life. If cellulose fiber mulch or wood fiber
mulch is used as a tracer, the application rate shall not exceed 250-pounds per acre.
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In the fifth paragraph, "hydro seeder" is revised to read "hydroseeder".
8-01.3(2)D Mulching
In the second paragraph,the second sentence is revised to read:
Wood strand mulch shall be applied by hand or by straw blower on seeded areas.
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In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read
"hydroseeder".
In the fourth paragraph, "MBFM" is revised to read"MBFM/FRM".
8-01.3(2)E Tacking Agent and Soil Binders
The following new paragraph is inserted at the beginning of this Section:
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Tacking agent or soil binders applied using a hydroseeder shall have a mulch tracer added to
visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life.
If cellulose fiber mulch or wood fiber mulch is used as a tracer, the application rate shall not of
exceed 250-pounds per acre.
The paragraph "Soil Binding Using Bonded Fiber Matrix (BFM)" is supplemented with the
following:
The BFM may require a 24 to 48 hour curing period to achieve maximum performance and shall not
be applied when precipitation is predicted within 24 to 48 hours, or on saturated soils, as determined
by the Engineer.
The last paragraph including title is revised to read:
Soil Binding Using Mechanically-Bonded Fiber Matrix (MBFM) or Fiber Reinforced Matrix
(FRM)
The MBFM/FRM shall be hydraulically applied in accordance with the manufacturer's installation
instructions and recommendations.
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8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch
The first paragraph is revised to read:
Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and
mulching of slopes shall be performed during the following periods:
Western Washington' Eastern Washington
(West of the Cascade Mountain crest) (East of the Cascade Mountain crest)
March 1 through May 15 October 1 through November 15 only
September 1 through October 1
'Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished
during the fall period listed above. Written permission to seed after October 1 will only be given
when Physical Completion of the project is imminent and the environmental conditions are
conducive to satisfactory growth.
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8-01.3(2)G Protection and Care of Seeded Areas
The first paragraph is revised to read:
The Contractor shall be responsible to ensure a healthy stand of grass. The Contractor shall restore
eroded areas, clean up and properly dispose of eroded materials, and reapply the seed, fertilizer, and
mulch, at no additional cost to the Contracting Agency.
In the second paragraph, number 1. is revised to read:
1. At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas that have
been damaged through any cause prior to final inspection, and reapplied to areas that have
failed to receive a uniform application at the specified rate.
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am 8-01.3(2)H Inspection
The first sentence is revised to read:
at Inspection of seeded areas will be made upon completion of seeding, temporary seeding, fertilizing,
and mulching.
The third sentence is revised to read:
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Areas that have not received a uniform application of seed, fertilizer, or mulch at the specified rate,
as determined by the Engineer, shall be reseeded, refertilized, or remulched at the Contractor's
aw expense prior to payment.
8-01.3(2)I Mowing
we In the first paragraph, the last sentence is revised to read:
Trimming around traffic facilities, Structures, planting areas, or other features extending above
am ground shall be accomplished preceding or simultaneously with each mowing.
8-01.3(3) Placing Erosion Control Blanket
im In the first sentence, "Standard" is deleted.
The second sentence is revised to read:
Temporary erosion control blankets, having an open area of 60-percent or greater, may be installed
prior to seeding.
8-01.3(4) Placing Compost Blanket
In the first paragraph, "before" is revised to read "prior to".
The last sentence is revised to read:
Compost shall be Coarse Compost.
8-01.3(5) Placing Plastic Covering
The first sentence is revised to read:
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Plastic shall be placed with at least a 12-inch overlap of all seams.
8-01.3(6)A Geotextile-Encased Check Dam
The first paragraph is deleted.
8-01.3(6)B Rock Check Dam
This section including title is revised to read:
8-01.3(6)B Quarry Spall Check Dam
The rock used to construct rock check dams shall meet the requirements for quarry spalls.
8-01.3(6)D Wattle Check Dam
This section is revised to read:
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Wattle check dams shall be installed in accordance with the Plans. lot
8-01.3(6)E Coir Log
This section is revised to read:
Coir logs shall be installed in accordance with the Plans.
8-01.3(9)A Silt Fence
In the second paragraph, the second sentence is revised to read:
The strength of the wire or plastic mesh shall be equivalent to or greater then what is required in es
Section 9-33.2(1), Table 6 for unsupported geotextile (i.e., 180 lbs. grab tensile strength in the
machine direction).
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8-01.3(9)B Gravel Filter, Wood Chip or Compost Berm
In the second paragraph, the last sentence is deleted.
The third paragraph is revised to read:
The Compost Berm shall be constructed in accordance with the detail in the Plans. Compost shall be
Coarse Compost.
8-01.3(9)C Straw Bale Barrier lot
This section is revised to read:
Straw Bale Barriers shall be installed in accordance with the Plans.
8-01.3(9)D Inlet Protection
This section is revised to read:
Inlet protection shall be installed below or above, or as a prefabricated cover at each inlet grate, as
shown in the Plans. Inlet protection devices shall be installed prior to beginning clearing, grubbing,
or earthwork activities.
Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the requirements
of Section 9-33.2, Table 1 for Moderate Survivability, and the minimum filtration properties of Table ad
2.
When the depth of accumulated sediment and debris reaches approximately 1/z the height of an at
internal device or '/3 the height of the external device (or less when so specified by the
manufacturers) or as designated by the Engineer, the deposits shall be removed and stabilized on site
in accordance with Section 8-01.3(16).
8-01.3(10) Wattles
In the first paragraph, the third sentence is revised to read:
Excavated material shall be spread evenly along the uphill slope and be compacted using hand
tamping or other method approved by the Engineer.
This section is supplemented with the following new paragraph:
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The Contractor shall exercise care when installing wattles to ensure that the method of installation
minimizes disturbance of waterways and prevents sediment or pollutant discharge into waterbodies.
8-01.3(12) Compost Sock
In the first paragraph, "sock" is revised to read "socks" and "streambed" is revised to read "waterbodies".
In the second paragraph "bank" is revised to read "slope".
In the third paragraph "and" is revised to read "or".
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This section is supplemented with the following new paragraph:
to Compost for Compost Socks shall be Coarse Compost.
8-01.3(14) Temporary Pipe Slope Drain
i„ The first paragraph is revised to read:
Temporary pipe slope drain shall be Corrugated Polyethylene Drain Pipe and shall be constructed in
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accordance with the Plans
The last paragraph is revised to read:
Placement of outflow of the pipe shall not pond water on road surface.
8-01.3(15) Maintenance
In the fourth paragraph, the last sentence is revised to read:
Clean sediments may be stabilized on site using approved BMPs as approved by the Engineer.
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8-01.3(16) Removal
In the second paragraph, the last sentence is revised to read:
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This may include, but is not limited to, ripping the soil, incorporating soil amendments, and seeding
with the specified seed.
8-01.4 Measurement
The eighth paragraph is revised to read:
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Silt fence, gravel filter, compost berms, and wood chip berms will be measured by the linear foot
along the ground line of completed barrier.
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8-01.5 Payment
The following bid items are relocated after the bid item "Check Dam":
qW "Inlet Protection", per each.
"Gravel Filter Berm", per linear foot.
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The following new paragraph is inserted before the bid item "Stabilized Construction Entrance":
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The unit Contract price per linear foot for "Check Dam" and "Gravel Filter Berm" and per each for
"Inlet Protection" shall be full pay for all equipment, labor and materials to perform the Work as
specified,including installation, removal and disposal at an approved disposal site. at
The paragraph after the bid item "Temporary Curb" is revised to read:
The unit Contract price per linear foot for temporary curb shall include all costs to install, maintain,
remove, and dispose of the temporary curb.
The bid item "Mulching with MBFM" is revised to read "Mulching with MBFMIFRM".
02.AP8
SECTION 8-02, ROADSIDE RESTORATION
January 4, 2010
8-02.3(2) Roadside Work Plan
In the first paragraph, the second sentence is revised to read:
The roadside work plan shall define the Work necessary to provide all Contract requirements, r
including: wetland excavation, soil preparation, habitat, Structure placement, planting area
preparation, seeding area preparation, bark mulch and compost placement, seeding, planting, plant
replacement,irrigation, and weed control in narrative form.
The first sentence under 'Progress Schedule" is revised to read:
A progress schedule shall be submitted in accordance with Section 1-08.3. The Progress Schedule
shall include the planned time periods for Work necessary to provide all Contract requirements in
accordance with Sections 8-01, 8-02, and 8-03.
The first sentence under "Weed and Pest Control Plan" is revised to read:
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The Weed and Pest Control Plan shall be submitted and approved prior to starting any Work defined
in Sections 8-01, and 8-02.
In the third paragraph under "Weed and Pest Control Plan" the first and second sentences are revised to rid
read:
The plan shall be prepared and signed by a licensed Commercial Pest Control Operator or Consultant
when chemical pesticides are proposed. The plan shall include methods of weed control; dates of
weed control operations; and the name, application rate, and Material Safety Data Sheets of all
proposed herbicides.
The last paragraph under'Plant Establishment Plan" is deleted.
8-02.3(2)A Chemical Pesticides
This section is deleted.
8-02.3(2)B Weed and Pest Control
This section is deleted.
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8-02.3(3) Planting Area Weed Control
This section including title is revised to read:
8-02.3(3) Weed and Pest Control
The Contractor shall control weed and pest species within the project area using integrated pest
management principles consisting of mechanical, biological and chemical controls that are outlined
in the Weed and Pest Control Plan or as designated by the Engineer.
Those weeds specified as noxious by the Washington State Department of Agriculture, the local
Weed District, or the County Noxious Weed Control Board and other species identified by the
Contracting Agency shall be controlled on the project in accordance with the weed and pest control
plan.
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The Contractor shall control weeds not otherwise covered in accordance with Section 8-02.3(3)A,
Planting Area Weed Control in all areas within the project limits, including erosion control seeding
„r, area and vegetation preservation areas, as designated by the Engineer.
This section is supplemented with the following new sub-sections:
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8-02.3(3)A Planting Area Weed Control
All planting areas shall be prepared so that they are weed and debris free at the time of planting and
until completion of the project. The planting areas shall include the entire ground surface, regardless
as of cover, all planting beds, areas around plants, and those areas shown in the Plans.
All applications of post-emergent herbicides shall be made while green and growing tissue is
present. Should unwanted vegetation reach the seed stage, in violation of these Specifications, the
Contractor shall physically remove and bag the seed heads. All physically removed vegetation and
seed heads shall be disposed of off site at no cost to the Contracting Agency.
Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square and shall be
secured by a minimum of 5-staples per mat. Mats and staples shall be installed according to the
,,. manufacturer's recommendations.
8-02.3(3)B Chemical Pesticides
Application of chemical pesticides shall be in accordance with the label recommendations, the
Washington State Department of Ecology, local sensitive area ordinances, and Washington State
Department of Agriculture laws and regulations. Only those herbicides listed in the table Herbicides
r Approved for Use on WSDOT Rights Of Wa_y at
http://www.wsdot.wa.gov/Maintenance/Roadside/herbicide_use.htm may be used.
The applicator shall be licensed by the State of Washington as a Commercial Applicator or
Commercial Operator with additional endorsements as required by the Special Provisions or the
proposed weed control plan.The Contractor shall furnish the Engineer evidence that all operators are
licensed with appropriate endorsements, and that the pesticide used is registered for use by the
Washington State Department of Agriculture. All chemicals shall be delivered to the job site in the
original containers. The licensed applicator or operator shall complete a Commercial Pesticide
Application Record(DOT Form 540-509) each day the pesticide is applied, and furnish a copy to the
IK Engineer by the following business day.
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The Contractor shall ensure confinement of the chemicals within the areas designated. The use of
spray chemical pesticides shall require the use of anti-drift and activating agents, and a spray pattern
indicator unless otherwise allowed by the Engineer.
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The Contractor shall assume all responsibility for rendering any area unsatisfactory for planting by
reason of chemical application. Damage to adjacent areas, either on or off the Highway Right of
Way, shall be repaired to the satisfaction of the Engineer or the property owner, and the cost of such
repair shall be borne by the Contractor.
8-02.3(5) Planting Area Preparation
In the first paragraph, the second sentence is revised to read: sti
Material displaced by the Contractor's operations that interferes with drainage shall be removed
from the channel and disposed of as approved by the Engineer. ■iit
8-02.3(7) Layout of Planting
The second paragraph is deleted. „r
8-02.3(8) Planting
In the second paragraph,the first and second sentences are revised to read: so
Under no circumstances will planting be permitted during unsuitable soil or weather conditions as
determined by the Engineer. Unsuitable conditions may include frozen soil, freezing weather,
saturated soil, standing water, high winds,heavy rains, and high water levels.
The fourth paragraph is revised to read:
Plants shall not be placed below the finished grade.
The fifth paragraph is revised to read: ire:
Planting hole sizes for plant material shall be in accordance with the details shown in the Plans. Any
glazed surface of the planting hole shall be roughened prior to planting. Ast
The following new paragraph is inserted after the fifth paragraph:
All cuttings shall be planted immediately if buds begin to swell.
8-02.3(9) Pruning, Staking, Guying, and Wrapping
In the first paragraph, the last sentence is revised to read:
All other pruning shall be performed only after the plants have been in the ground at least one year
and when plants are dormant.
8-02.3(13) Plant Establishment
In the third paragraph, the first sentence is revised to read:
During the first-year plant establishment period, the Contractor shall perform all Work necessary to
ensure the resumption and continued growth of the transplanted material.
In the fourth paragraph, "propose" is revised to read "submit".
8-02.3(15) Live Fascines
In the first paragraph, the fourth sentence is revised to read:
Dead branches may be placed within the live fascine and on the side exposed to the air.
In the second paragraph, the third sentence is deleted.
In the second paragraph, the seventh sentence is revised to read:
The live stakes shall be driven through the live fascine vertically into the slope.
.. 8-02.3(16)A Lawn Installation
In the third paragraph, the last two items "West of the summit of the Cascade Range -March 1 to October
1." and "East of the summit of the Cascade Range-April 15 to October 1." are revised to read:
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Western Washington Eastern Washington
(West of the Cascade Mountain crest) (East of the Cascade Mountain crest)
�r March through May 15 October 1 through November 15
September 1 through October 1
The fifth paragraph is revised to read:
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Topsoil for seeded or sodded lawns shall be placed at the depth and locations as shown in the Plans.
The topsoil shall be cultivated to the specified depth,raked to a smooth even grade without low areas
that trap water and compacted, all as approved by the Engineer.
In the sixth paragraph, the last sentence is revised to read:
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Following placement, the sod shall be rolled with a smooth roller to establish contact with the soil.
8-02.4 Measurement
The seventh paragraph is revised to read:
Fine compost, medium compost and coarse compost will be measured by the cubic yard in the haul
conveyance at the point of delivery.
8-02.5 Payment
The following new paragraph is inserted above the paragraph beginning with "Payment shall be increased
to 90-percent......":
Plant establishment milestones are achieved when plants meet conditions described in Section 8-
02.3(13).
The following is inserted after the bid item"Fine Compost":
"Medium Compost", per cubic yard.
The paragraph for the bid item"Weed Control" is revised to read:
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"Weed and Pest Control",will be paid in accordance with Section 1-09.6.
The following new paragraph is inserted after the bid item "Soil Amendment":
The unit Contract price per cubic yard for "Soil Amendment" shall be full pay for furnishing and
incorporating the soil amendment into the existing soil.
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The following new paragraph is inserted after the bid item"Bark or Wood Chip Mulch":
The unit Contract price per cubic yard for "Bark or Wood Chip Mulch" shall be full pay for
furnishing and spreading the mulch onto the existing soil.
03.AP8
SECTION 8-03, IRRIGATION SYSTEMS
January 4, 2010
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8-03.1 Description
In this section, "staked" is revised to read"approved by the Engineer."
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8-03.3 Construction Requirements
The second paragraph is revised to read:
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Potable water supplies shall be protected against cross connections in accordance with applicable
Washington State Department of Health rules and regulations and approval by the local health
authority. 44
8-03.3(1) Layout of Irrigation System
This section is revised to read:
The Contractor shall stake the irrigation system following the schematic design shown in the Plans.
Approval must be obtained from the Engineer. Alterations and changes in the layout may be
expected in order to conform to ground conditions and to obtain full and adequate coverage of plant
material with water. However, no changes in the system as planned shall be made without prior
authorization by the Engineer.
This section is supplemented with the following new sub-section:
8-03.3(1)A Locating Irrigation Sleeves a
Existing underground irrigation sleeve ends shall be located by potholing. Irrigation sleeves placed
during general construction prior to installation of the irrigation system shall be marked at both ends
with a 2x4x24-inch wood stake extending 6-inches out of the soil and painted blue on the exposed
end.
8-03.3(2) Excavation
In the first paragraph, the fourth sentence is revised to read:
Trenches through rock or other material unsuitable for trench bottoms and sides shall be excavated
6-inches below the required depth and shall be backfilled to the top of the pipe with sand or other
r suitable material free from rocks or stones. Backfill material shall not contain rocks 2-inches or
greater in diameter or other materials that can damage pipe.
The second paragraph is revised to read:
The Contractor shall exercise care when excavating pipe trenches near existing trees to minimize
damage to tree roots. Where roots are 1-1/2-inches or greater in diameter, the trench shall be hand
excavated and tunneled under the roots. When large roots are exposed, they shall be wrapped with
heavy, moist material, such as burlap or canvas, for protection and to prevent excessive drying. The
material must be kept moist until the trench is backfilled.Trenches dug by machines adjacent to trees
having roots less than 1-1/2-inches in diameter shall have severed roots cleanly cut. Trenches having
exposed tree roots shall be backfilled within 24-hours unless adequately protected by moist material
as approved by the Engineer. All material and fastenings used to cover the roots shall be removed
;,. before backfilling.
The third paragraph is revised to read:
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Detectable marking tape shall be placed in all trenches 6-inches directly above, parallel to, and along
the entire length of all nonmetallic water pipes, and all nonmetallic and aluminum sleeves, conduits
and casing pipe. The width of the tape and installation depth shall be as recommended by the
manufacturer for the depth of installation or as shown in the Plans.
8-03.3(3) Piping
This section is revised to read:
All water lines shall be a minimum of 18-inches below finished grade measured from the top of the
pipe or as shown in the Plans. All live water mains to be constructed under existing pavement shall
be placed in steel casing jacked under pavement as shown in the Plans.All PVC or polyethylene pipe
installed under areas to be paved shall be placed in irrigation sleeves. Irrigation sleeves shall extend
a minimum of 2-feet beyond the limits of pavement. All jacking operations shall be performed in
accordance with an approved jacking plan. Where possible; mains and laterals or section piping shall
be placed in the same trench.All lines shall be placed a minimum of 3-feet from the edge of concrete
sidewalks, curbs, guardrail, walls, fences, or traffic barriers. Pipe pulling will not be allowed for
installation and placement of irrigation pipe.
Mainlines and lateral lines shall be defined as follows:
Mainlines: All supply pipe and fittings between the water meter and the irrigation control
valves.
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Lateral Lines: All supply pipe and fittings between the irrigation control valves and the
connections to the irrigation heads. Swing joints, thick walled PVC or polyethylene pipe,
flexible risers, rigid pipe risers, and associated fittings are not considered part of the lateral line
but incidental components of the irrigation heads.
8-03.3(4) Jointing
In the second paragraph, the third sentence is revised to read:
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Threaded galvanized steel joints shall be constructed using either a nonhardening, nonseizing
multipurpose sealant or Teflon tape or paste as recommended by the pipe manufacturer, or as shown
in the Plans.
In the last sentence of the second paragraph, "will" is revised to read "shall". as
In the fourth sentence of the third paragraph, "will" is revised to read "shall" and "at" is revised to read
"of'. "N
In the fifth paragraph, the first sentence is revised to read:
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On PVC or polyethylene-to-metal connections, work the metal connection first.
In the fifth paragraph, the third sentence is revised to read: tA
Connections between metal and PVC or polyethylene are to be threaded utilizing female threaded
PVC adapters with threaded schedule 80-PVC nipple only.
In the sixth paragraph, the second sentence is revised to read:
The ends of the polyethylene pipe shall be cut square, reamed smooth inside and out, and inserted to so
the full depth of the fitting.
8-03.3(5) Installation "it
The following new paragraph is inserted after the third paragraph:
All automatic control valves, flow control valves, and pressure reducing valves shall be installed in
appropriate sized valve boxes. Manual control valves shall be installed in an appropriate sized valve
box and where appropriate, upstream of the automatic control valves. Manual and automatic valves
installed together shall be in an appropriate sized box with 3-inches of clearance on all sides. Ali
The fourth paragraph is revised to read:
Final position of valve boxes, capped sleeves, and quick coupler valves shall be between I/z-inch and
1-inch above finished grade or mulch, or as shown in the Plans.
The following new paragraph is inserted after the fourth paragraph: Ni
Quick coupler valves and hose bibs shall be installed in valve boxes, either separately or within a di
control valve assembly box upstream of the control valves. Valves, quick couplers, and hose bibs
shall have 3-inches of clearance on all sides within the valve box.
In the fifth paragraph "an" is revised to read "a minimum". to
The following new paragraph is inserted after the fifth paragraph:
2i
Automatic controller pedestals or container cabinets shall be installed on a concrete base as shown in
the Plans or in accordance with the manufacturer's recommendations. Provide three 1-inch diameter
galvanized metal or PVC electrical wire conduits through the base and 3-inches minimum beyond
the edge or side of the base both inside and outside of the pedestal.
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8-03.3(6) Electrical Wire Installation
This section is revised to read:
All electrical work shall conform to the National Electric Code, NEMA Specifications and in
accordance with Section 8-20. Electrical wiring between the automatic controller and automatic
valves shall be direct burial and may share a common neutral. Separate control conductors shall be
run from the automatic controller to each valve. When more than one automatic controller is
required, a separate common neutral shall be provided for each controller and the automatic valves
which it controls. Electrical wire shall be installed in the trench adjacent to or above the irrigation
pipe, but no less than 12-inches deep. Plastic tape or nylon tie wraps shall be used to bundle wires
together at 10-foot intervals. If it is necessary to run electrical wire in a separate trench from the
irrigation pipe, the wire shall be placed at a minimum depth of 18-inches and be "snaked" from side
to side in the trench. Each circuit shall be identified at both ends and at all splices with a permanent
ww marker identifying zone and/or station.
Wiring placed under pavement and walls, or through walls, shall be placed in an electrical conduit or
within an irrigation sleeve. Electrical conduit shall not be less than 1-inch in diameter, and shall meet
conduit specifications for PVC conduit as required in Section 9-29.1.
to Splices will be permitted only in approved electrical junction boxes, valve boxes, pole bases, or
within control equipment boxes or pedestals. A minimum of 18-inches of excess conductor shall be
left at all splices, terminals and control valves to facilitate inspection and future splicing. The excess
wire shall be neatly coiled to fit easily into the boxes.
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All 120-volt electrical conductors and conduit shall be installed by a certified electrician including
all wire splices and wire terminations.
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All wiring shall be tested in accordance with Section 8-20.3(11).
rrr Continuity ground and functionality testing shall be performed for all 24-volt direct burial circuits.
The Megger test, confirming insulation resistance of not less than 2 megohms to ground in
accordance with Section 8-20.3(11), is required.
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8-03.3(7) Flushing and Testing
In the first paragraph "correct" is revised to read "as accurate" and "ordered" is revised to read "required".
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The third paragraph is revised to read:
Main Line Flushing
�r All main supply lines shall receive two fully open flushing's to remove debris that may have entered
the line during construction: The first before placement of valves and the second after placement of
valves and prior to testing.
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The fourth paragraph is revised to read:
Main Line Testing
All main supply lines shall be purged of air and tested with a minimum static water pressure of 150-
psi for 60-minutes without introduction of additional service or pumping pressure. Testing shall be
wrt done with one pressure gauge installed on the line, in the location required by the Engineer. For
systems using a pump, an additional pressure gauge shall be installed at the pump when required by
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the Engineer. Lines that show loss of pressure exceeding 5-psi at the ends of specified test periods
will be rejected.
The fifth paragraph is deleted.
In the sixth paragraph, "any" is revised to read"all".
In the seventh paragraph, the second sentence is revised to read:
The operating line pressure shall be maintained for 30-minutes with valves closed and without
introduction of additional service or pumping pressure.
In the eighth paragraph, the fourth and fifth sentences are revised to read:
The Contractor shall then conduct a thorough inspection of all sprinkler heads, emitters, etc., located
downstream of the break or disruption of service, and make all needed repairs to ensure that the
entire irrigation system is operating properly.
8-03.3(8) Adjusting System
In the first paragraph, the last sentence is revised to read: Mi
Unless otherwise specified, sprinkler spray patterns will not be permitted to apply water to
pavement, walks, or Structures.
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8-03.3(11) System Operation
In the first paragraph, the last sentence is revised to read:
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The final inspection of the irrigation system will coincide with the end of the Contract or the end of
first-year plant establishment, which ever is later.
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In the second paragraph "ordered" is revised to read "required".
In the third paragraph, the last sentence is revised to read: do
Potable water shall not flow through the cross-connection control device to any downstream
component until tested and approved for use by the local health authority in accordance with Section
8-03.3(12).
The fourth paragraph is revised to read: we
In the spring, when the drip irrigation system is in full operation, the Contractor shall make a full
inspection of all emitters, and irrigation heads. This shall involve visual inspection of each emitter
and irrigation head under operating conditions. All adjustments, flushing, or replacements to the g
system shall be made at this time to ensure the proper operation of all emitters and irrigation heads.
8-03.3(12) Cross Connection Control Device Installation "o
In the first sentence of the first paragraph "serving utility" is revised to read "local health authority".
8-03.3(13) Irrigation Water Service MW
The first paragraph is revised to read:
to
46
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All water meter(s) shall be installed by the serving utility. The Contracting Agency shall arrange for
a water meter installation(s) for the irrigation system at the locations and sizes as shown in the Plans
at no cost to the Contractor. It shall be the Contractor's responsibility to contact the Engineer to
schedule the water meter installation. The Contractor shall provide a minimum of 60-calendar days
notice to the Engineer prior to the desired water meter installation date.
In the second paragraph, "will" is revised to read "shall".
8-03.3(14) Irrigation Electrical Service
++� The first paragraph is revised to read:
The Contracting Agency shall arrange for electrical service connection(s) for operation of the
wr automatic electrical controller(s) at the locations as shown in the Plans. The Contractor shall splice
and run conduit and wire from the electrical service connection(s), or service cabinet to the
automatic electrical controller and connect the conductors to the circuit(s) per the controller
manufacturer's diagrams or recommendations.
In the second paragraph, "conduit" is revised to read "conduits".
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08.AP8
SECTION 8-08, RUMBLE STRIPS
April 5, 2010
8-08.3 Construction Requirements
In the fourth paragraph, the first and second sentences are combined to read:
When shown in the Plans, the rumble strips shall be fog sealed in accordance with the requirements
of Section 5-02 following the completion of the shoulder rumble strip.
14.AP8
SECTION 8-14, CEMENT CONCRETE SIDEWALKS
April 5,2010
8-14.3(5) Curb Ramp Detectable Warning Surface Retrofit
This section including heading is revised to read:
8-14.3(5) Detectable Warning Surface
Detectable warning surfaces shall consist of truncated domes as shown in the Plans. Where a
detectable warning surface is to be applied, the Contractor shall attach the detectable warning surface
to the pavement surface according to the manufacturer's recommendations. The detectable warning
surface shall be located as shown in the Plans.
The Contractor shall use one of the detectable warning surface products listed in the Qualified
Products List or submit another product for approval by the Project Engineer. If the Plans require,
the detectable warning surface shall be capable of being bonded to a cement concrete surface or to an
asphalt concrete surface. Vertical edges of the detectable warning surface shall be flush with the
adjoining surface to the extent possible(otherwise not be more than 1/4-inch above the surface of the
pavement) after installation.
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8-14.4 Measurement
The second paragraph is revised to read:
Cement concrete curb ramp type will be measured per each for the complete curb ramp type
installed and includes the installation of the detectable warning surface.
The third paragraph is revised to read:
Detectable warning surface will be measured by the square foot of detectable warning surface
material installed as shown in the Plans.
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8-14.5 Payment
The pay item"Cement Conc. Curb Ramp Type "is supplemented with the following new paragraph:
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The unit Contract price per each for "Cement Concrete Curb Ramp Type ", shall be full pay for
installing the curb ramp as specified including the "Detectable Warning Surface".
The pay item "Curb Ramp Detectable Warning Surface Retrofit" is revised to read "Detectable Warning
Surface".
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15.AP8
SECTION 8-15, RIPRAP
January 4,2010
8-15.2 Materials
The referenced sections for the following items are revised to read:
Heavy Loose Riprap 9-13
Light Loose Riprap 9-13
Hand Placed Riprap 9-13
Sack Riprap 9-13
Quarry Spalls 9-13
ITAP8
SECTION 8-17, IMPACT ATTENUATOR SYSTEMS
April 5, 2010
8-17.4 Measurement
The first paragraph is supplemented with the following new sentence:
Only the maximum number of temporary impact attenuators installed at any one time within the
project limits will be measured for payment. +
8-17.5 Payment
In the second paragraph following the bid item"Resetting Impact Attenuator", the first sentence is revised
to read:
If an impact attenuator is damaged by a third party, repairs shall be made in accordance with Section ,
1-07.13(4) under the Bid item"Reimbursement For Third Party Damage".
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No
20.AP8
SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL
April 5, 2010
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8-20.1 Description
In the first paragraph item number 3 is revised to read:
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3. Intelligent Transportation Systems (ITS)
8-20.3(4) Foundations
In the 12th paragraph, item number 2 is revised to read:
2. The top heavy-hex nuts for type ASTM F1554 grade 105 anchor bolts shall be tightened by the
Turn-Of-Nut Tightening Method to minimum rotation of'/a-turn (90 degrees) and a maximum
rotation of'/3-turn (120 degrees)past snug tight. Permanent marks shall be set on the base plate
and nuts to indicate nut rotation past snug tight.
In the 12th paragraph, the following is inserted after item number 2:
3. The top hex nuts for type ASTM F1554 grade 55 anchor bolts shall be tightened by the Turn-of-
Nut Tightening Method to minimum rotation of 1/8-turn (45 degrees) and a maximum rotation
of 1/6-turn (60 degrees) past snug tight. Permanent marks shall be set on the base plate and
nuts to indicate nut rotation past snug tight.
8-20.3(5) Conduit
wr In the fifth sentence of the fourth paragraph, "conforms"is revised to read"conforming".
8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes
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In item number 2 of the second paragraph, "top course" is deleted and "per" is revised to read "in
accordance with".
8-20.3(8) Wiring
The following new two paragraphs are inserted after the first table:
Splices and taps on underground circuits shall be made with solderless crimp connectors meeting the
requirements of Section 9-29.12.
Only one conductor or one multi conductor cable per wire entrance will be allowed in any rigid mold
rr splice.
In the eleventh paragraph item number 5 is revised to read:
5. Video detection camera lead-in cable - the numbers of the phases the camera served.
ar In the eleventh paragraph the following is added after item number 5:
6. For ITS cameras — the number of the camera indicated in the Contract and the number of the
associated cabinet as indicated on the Plans.
7. Communication cable--labeled as Comm.
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This section is supplemented with the following new paragraph:
Installation of coaxial or coaxial/Siamese cable or data cables with a 600 VAC rating will be allowed
in the same raceway with 480 VAC illumination cable.
8-20.4 Measurement
The first sentence is revised to read:
No specific unit of measurement will apply to the lump sum items for illumination system,
intelligent transportation system (ITS), or traffic signal systems, but measurement will be for the
sum total of all items for a complete system to be furnished and installed.
8-20.5 Payment
All references to "Intelligent Transportation System" are revised to read"ITS".
21.AP8
SECTION 8-21, PERMANENT SIGNING
January 4, 2010
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8-21.3(4) Sign Removal
In the fourth paragraph, the following sentence is inserted after the second sentence:
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Where signs are removed from existing overhead sign Structures, the existing vertical sign support
braces shall also be removed.
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In the fourth paragraph, the third sentence is revised to read:
Aluminum signs, wood signs, wood sign posts, wood structures, metal sign posts, wind beams, and
other metal structural members, and all existing fastening hardware connecting such members being
removed, shall become the property of the Contractor and shall be removed from the project.
OLAP9
SECTION 9-01,PORTLAND CEMENT
April 5,2010
9-01.2(1) Portland Cement
In the first paragraph, all the text after"shall not exceed 8-percent by weight" is deleted and the paragraph
ends.
In the second paragraph, "per"is revised to read"in accordance with".
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03.AP9
SECTION 9-03,AGGREGATES
January 4,2010 'o
In this Division, all references to "AASHTO TP 61" are revised to read "AASHTO T 335".
to
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04.AP9
SECTION 9-04,JOINT AND CRACK SEALING MATERIALS
January 4,2010
9-04.11 Butyl Rubber
This section including title is revised to read:
9-04.11 Butyl Rubber and Nitrile Rubber
Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines that the area
will be exposed to petroleum products Nitrile rubber shall be utilized and conform to ASTM D 2000,
ow M1 BG 610.
05.AP9
SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
January 4, 2010
9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and
Profile Wall PVC Sanitary Sewer Pipe
In the fourth paragraph, the word "producer's" is revised to read "Manufacturer's".
9-05.13 Ductile Iron Sewer Pipe
The second and third paragraphs are revised to read:
Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement mortar lined
and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine cured Novalac Epoxy
rw lining, as indicated on the Plans or in the Special Provisions. The ductile iron pipe shall be Special
Thickness Class 50, Minimum Pressure Class 350, or the Class indicated on the Plans or in the
Special Provisions.
Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical type meeting the
requirements of AWWA C111.
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Division 9-05 is supplemented with the following new sections:
9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe
Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM F2562 Class 1
for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24-inch to 60-inch diameter with
silt-tight joints.
Silt-tight joints for steel reinforced polyethylene culvert pipe shall be made with a bell/bell or bell
and spigot coupling and incorporate the use of a gasket conforming to the requirements of ASTM F
+ 477.All gaskets shall be installed on the pipe by the manufacturer.
Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires an
„w approved joint system and a formal quality control plan for each plant proposed for consideration.
A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials
delivered to the project. The certificate shall clearly identify production lots for all materials
represented. The Contracting Agency may conduct verification tests of pipe stiffness or other
properties as it deems appropriate.
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9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe
Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM F2562
Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The maximum diameter for steel
reinforced polyethylene storm sewer pipe shall be the diameter for which a manufacturer has
submitted a qualified joint. Qualified manufacturers and approved joints are listed in the Qualified
Products Lists. Fittings shall be rotationally molded, injection molded, or factory welded.
All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell and spigot
coupling and conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All
gaskets shall be installed on the pipe by the manufacturer. a*
Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe requires joint
system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a am
formal quality control plan for each plant proposed for consideration.
A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials
delivered to the project. The certificate shall clearly identify production lots for all materials
represented. The Contracting Agency may conduct verification tests of pipe stiffness or other
properties as it deems appropriate.
9-05.23 High Density Polyethylene (HDPE) Pipe
HDPE pipe shall be manufactured from resins meeting the requirements of ASTM D3350 with a cell
classification of 345464C and a Plastic Pipe Institute(PPI) designation of PE 3408.
The pipes shall have a minimum standard dimension ratio(SDR) of 32.5.
HDPE pipe shall be joined into a continuous length by an approved joining method.
The joints shall not create an increase in the outside diameter of the pipe. The joints shall be fused, rr
snap together or threaded. The joints shall be water tight, rubber gasketed if applicable, and pressure
testable to the requirements of ASTM D 3212.
Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the
manufacturer's recommendations. Fusion equipment used in the joining procedure shall be capable
of meeting all conditions recommended by the pipe manufacturer, including but not limited to fusion
temperature, alignment, and fusion pressure. All field welds shall be made with fusion equipment
equipped with a Data Logger. Temperature, fusion pressure and a graphic representation of the
fusion cycle shall be part of the Quality Control records. Electro fusion may be used for field
closures as necessary. Joint strength shall be equal or greater than the tensile strength of the pipe.
Fittings shall be manufactured from the same resins and Cell Classification as the pipe unless
specified otherwise in the Plans or Specifications. Butt fusion fittings and Flanged or Mechanical
joint adapters shall have a manufacturing standard of ASTM D3261. Electro fusion fittings shall
have a manufacturing standard of ASTM F1055.
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HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and this
specification.
The supplier shall furnish a Manufacturer's Certification of Compliance stating the materials meet
the requirements of ASTM D 3350 with the correct cell classification with the physical properties
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listed above. The supplier shall certify the dimensions meet the requirements of ASTM F 714 or as
indicated in this Specification or the Plans.
At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for defects and
tested for Elevated Temperature Sustain Pressure in accordance with ASTM F 714. The Contractor
shall not install any pipe that is more than 2 years old from the date of manufacture.
At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, free of cracks,
holes,foreign materials,blisters, or deleterious faults.
rw Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the
manufacturer, SDR, size, material, machine, and date on which the pipe was manufactured.
+r. 07.AP9
SECTION 9-07, REINFORCING STEEL
January 4, 2010
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9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement)
This sections title is revised to read:
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9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement Rehabilitation)
08.AP9
SECTION 9-08, PAINTS AND RELATED MATERIALS
January 4, 2010
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9-08.1(2)C Inorganic Zinc Rich Primer
In the first paragraph, the reference to "Type I1"is revised to read"Type I".
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9-08.1(2)D Organic Zinc Rich Primer
This section is revised to read:
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Organic zinc rich primer shall be a high performance two-component epoxy conforming to SSPC
Paint 20 Type 11.
14.AP9
SECTION 9-14,EROSION CONTROL AND ROADSIDE PLANTING
April 5,2010
9-14.3 Fertilizer
In the first paragraph, the second sentence is revised to read:
It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric
acid, water-soluble potash, or sulfur in the amounts specified.
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9-14.4(1) Straw
This section is revised to read:
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Straw shall be in an air dried condition free of noxious weeds, seeds, and other materials detrimental
to plant life. Hay is not acceptable.
All straw material shall be Certified Weed Free Straw using North American Weed Management
Association (NAWMA) standards or the Washington Wilderness Hay and Mulch (WWHAM)
program run by the Washington State Noxious Weed Control Board. Information can be found at
http://www.nwcb.wa.gov.
In lieu of Certified Weed Free Straw, the Contractor shall provide documentation that the material is
steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's Department of
Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing err
there are no viable seeds in the straw.
Straw mulch shall be suitable for spreading with mulch blower equipment.
9-14.4(2) Wood Cellulose Fiber
This section including title is revised to read:
9-14.4(2) Fiber Mulch
All Fiber Mulch materials shall be in a dry condition free of noxious weeds, seeds, and other
materials detrimental to plant life. Fiber Mulch shall be suitable for spreading with a hydroseeder or
mulch blower equipment.
This section is supplemented with the following new sub-sections: so
9-14.4(2)A Cellulose Fiber Mulch
Cellulose Fiber Mulch shall be recycled (pulp) fiber such as newsprint, magazine stock, corrugated
cardboard, cotton or straw. It shall be free from chemical printing ink, germination inhibitors, and
chlorine bleach and shall contain no rock, metal, and plastic.
If Cellulose Fiber Mulch contains cotton or straw, the Contractor shall provide documentation that
the material is steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's
Department of Agriculture laboratory test reports, dated within 90 days prior to the date of
application, showing there are no viable seeds in the mulch.
Cellulose Fiber Mulch shall be manufactured in such a manner that when agitated in slurry tanks
with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous
slurry.When hydraulically applied, the material shall form a strong moisture-holding mat that allows
the continuous absorption and infiltration of water.
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Cellulose Fiber Mulch shall contain a dye to facilitate placement and inspection of the material. Dye
shall be non-toxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces.
Cellulose Fiber Mulch furnished by the Contractor shall be pre-packaged by the manufacturer. The
Contractor shall supply independent test results from the National Transportation Product Evaluation
Program(NTPEP) or other accredited,independent testing laboratory as approved by the Engineer to
assure compliance with the minimum requirements in the following table:
Properties Test Method Requirements so
Water Holding Capacity ASTM D 7367 1,000 percent minimum
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No
Organic Matter Content ASTM D 586* 90 percent minimum
Moisture Content ASTM D 644* 15 percent maximum
Seed Germination ASTM D 7322* 200 percent minimum
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Performance in Protecting ASTM D 6459 with 0.12-inch C Factor=0.15
Slopes from Rainfall- average raindrop size. Test in maximum using
Induced Erosion one soil type. Soil tested shall be Revised Universal Soil
loam as defined by the National Loss Equation
Resources Conservation Service (RUSLE)
(NRCS) Soil Texture Triangle
* ASTM test methods developed for Rolled Erosion Control Products (RECPs) with the only
modification being that Hydraulic Erosion Control Products (HECPs) are applied to the test
�r. plot.
***Available at: http://soils.usda.gov/education/resourcesAessons/texture/textural trihi.jp�
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9-14.4(2)B Wood Fiber Mulch
Wood Fiber Mulch shall be thermally processed, defibrated, wood fiber from natural or recycled
wood chips or similar woody material. The wood shall be manufactured to produce long-strand
fibers that physically interlock to form a strong moisture holding mat that allows the absorption and
infiltration of water. Wood Fiber Mulch shall be free from paper, straw, cotton,jute, hemp, coconut,
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rock, metal, and plastic.
Wood Fiber Mulch shall contain a dye to facilitate placement and inspection of the material. Dye
shall be non-toxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces.
Wood Fiber Mulch shall be manufactured in such a manner that when agitated in slurry tanks with
water,the fibers will be uniformly suspended to form a homogeneous slurry.
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Wood Fiber Mulch furnished by the Contractor shall be pre-packaged by the manufacturer. The
Contractor shall supply independent test results from the National Transportation Product Evaluation
+irr Program(NTPEP) or other accredited, independent testing laboratory as approved by the Engineer to
assure compliance with the minimum requirements in the following table:
+�r
—Properties Test Method Requirements
Long Strand Fibers WSDOT Test Method T 126 A minimum of 50% of
the fiber, by mass, is
collected on the
combination of No. 8,
No. 16, and No. 24
sieves
Water Holding Capacity ASTM D 7367 1,300 percent minimum
Organic Matter Content ASTM D 586* 90 percent minimum
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Moisture Content ASTM D 644* 15 percent maximum
Seed Germination ASTM D 7322* 300 percent minimum
Enhancement
Performance in Protecting ASTM D 6459 with 0.12-inch C Factor=0.15
Slopes from Rainfall- average raindrop size. Test in maximum using
Induced Erosion one soil type. Soil tested shall be Revised Universal Soil
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loam as defined by the NRCS Loss Equation
Soil Texture Triangle *** (RUSLE)
* ASTM test methods developed for Rolled Erosion Control Products (RECPs) with the only
modification being that Hydraulic Erosion Control Products (HECPs) are applied to the test
plot.
***Available at: http://soils.usda.g_ov/education/resources/lessons/texture/textural tri hi jpa
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9-14.4(3) Bark or Wood Chips
The first paragraph is revised to read:
Bark or wood chip mulch shall be derived from Douglas fir, pine, or hemlock species and shall not
contain resin, tannin, or other compounds in quantities that would be detrimental to plant life.
Sawdust shall not be used as mulch. .r
This section is supplemented with the following:
of
Bark or wood chips when tested shall be according to WSDOT Test Method T 123 prior to
placement and shall meet the following loose volume gradation:
Percent Passing
Sieve Size Minimum Maximum
2" 95 100
No. 4 0 30 r
9-14.4(4) Wood Strand Mulch
This first paragraph is revised to read:
Wood strand mulch shall be a blend of angular, loose, long, thin wood pieces that are frayed, with a
high length-to-width ratio and shall be derived from native conifer or deciduous trees. A minimum
of 95 percent of the wood strand shall have lengths between 2 and 10-inches. At least 5 percent of
the length of each strand shall have a width and thickness between 1/16 and '/z-inch. No single strand
shall have a width or thickness greater than 1/z-inch.
The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds in quantities aw
that would be detrimental to plant life. Sawdust or wood chips or shavings shall not be acceptable.
Products shall be tested according to WSDOT Test Method 125 prior to acceptance.
9-14.4(6) Gypsum
This section is revised to read:
Gypsum shall consist of Calcium Sulfate (CaSO42H2O)in a pelletized or granular form. 100 percent
shall pass through a No. 8 sieve.
9-14.4(7) Tackifier
This section is revised to read:
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Tackifiers are used as a tie-down for soil, compost, seed, and/or mulch. Tackifier shall contain no
growth or germination inhibiting materials, and shall not reduce infiltration rates. Tackifier shall
hydrate in water and readily blend with other slurry materials.
All tackifiers shall meet the following requirements:
Properties Test Method Requirements
Viscosity* ASTM D 2364 4000 cPs minimum
*Testing shall be performed by an accredited independent laboratory.
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This section is supplemented with the following new sub-sections:
9-14.4(7)A Organic Tackifier
Organic tackifier shall be derived from natural plant sources and shall have an MSDS that
demonstrates to the satisfaction of the Engineer that the product is not harmful to plants, animals,
and aquatic life.
9-14.4(7)B Synthetic Tackifier
Synthetic tackifier shall have an MSDS that demonstrates to the satisfaction of the Engineer that the
product is not harmful to plants, animals, and aquatic life.
4w 9-14.4(8) Compost
In the third paragraph, number 1. is revised to read:
1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods
�" for the Examination of Compost and Composting (TMECC) 02.02-13, "Sample Sieving for
Aggregate Size Classification".
Fine Compost shall meet the following gradation:
00
Percent Passing
Sieve Size Minimum Maximum
to 2" 100
1" 95 100
/g" 90 100
an 1/a" 75 100
Maximum particle length of 6-inches.
to Medium Compost shall meet the following gradation:
Percent Passing
ON Sieve Size Minimum Maximum
2" 100
1" 95 100
so /g" 90 100
1/a" 75 85
Maximum particle length of 6-inches.
00
r.
Medium Compost shall have a Carbon to Nitrogen ratio (C:N) between 18:1 and 30:1. The
Carbon to Nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using
TMECC 04.01A divided by the dry weight of"Total N"using TMECC 04.02D.
Coarse Compost shall meet the following gradation:
Percent Passing
Sieve Size Minimum Maximum
3" 100
1" 90 100
3/4" 70 100
'/4" 40 60
Maximum particle length of 6-inches.
r
In number 8. of the third paragraph, the reference to "manufacturer" is revised to read "Contractor".
9-14.4(8)A Compost Approval .rr
This sections title is revised to read:
9-14.4(8)A Compost Submittal Requirements
The first sentence is revised to read:
The Contractor shall submit the following information to the Engineer for approval:
Number 1. is revised to read:
1. The Qualified Products List printed page or a Request for Approval of Material (DOT Form
350-071EF).
In number 3., the reference to "manufacturer" is revised to read "Contractor" and the reference to
"analyses" is revised to read "analysis".
9-14.4(8)B Compost Acceptance
This section is revised to read:
Fourteen days prior to application, the Contractor shall submit a sample of the compost approved for
use, and a STA test report dated within 90 calendar days of the application, and the list of feed stocks
by volume for each compost type to the Engineer for review.
The Contractor shall use only compost that has been tested within 90 calendar days of application
and meets the requirements in Section 9-14.4(8). Compost not conforming to the above
requirements or taken from a source other than those tested and accepted shall not be used.
9-14.4(9) Bonded Fiber Matrix (BFM)
This section is revised to read:
Bonded Fiber Matrix (BFM) shall be a hydraulically-applied blanket/mulch/matrix comprised of
biodegradable, thermally processed, defibrated, long strand fibers from natural or recycled wood
chips or similar woody material, weed free straw, cotton, coconut, jute, and/or hemp. The fibers
aw
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shall physically interlock to form a strong moisture holding mat that allows the absorption and
infiltration of water. BFM shall be free from rock, metal, or plastic. It shall contain no more than 15
percent recycled paper and meets the requirements in Section 9-14.4(2)A.
40 The BFM shall be manufactured in such a manner that when agitated in slurry tanks with water, the
fibers will be uniformly suspended to form a homogeneous slurry.
ft Within 48 hours the BFM shall bond with the soil surface to create a continuous, absorbent, flexible
erosion resistant blanket that allows for seed germination and plant growth.
am BFM shall contain a dye to facilitate placement and inspection of the material. Dye shall be non-
toxic to plants, animal, and aquatic life and shall not stain concrete or painted surfaces.
No BFM shall be furnished premixed by the manufacturer. The BFM shall be furnished with an MSDS
that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants,
animals, and aquatic life. Under no circumstances will field mixing of additives or components be
wr acceptable.
The Contractor shall supply independent test results from the National Transportation Product
Evaluation Program (NTPEP) or other accredited independent testing laboratory as approved by the
40 Engineer to assure compliance with the minimum requirements in the following table:
Properties Test Method Requirements
.r� Long Strand Fibers WSDOT Test Method T A minimum of 50% of the
126 fiber, by mass, is collected
on the combination of No.
�r. 8, No. 16, and No. 24
sieves
Tackifier,Type A or Type See Section 9-14.4(7)A Minimum 10 percent by
B weight of a cross-linked,
polysaccharide,hydro-
colloid tackifier
r.r Water Holding Capacity ASTM D 7367 1,300 percent minimum
-Organic Matter Content ASTM D 586* 90 percent minimum
Moisture Content ASTM D 644* 15 percent maximum
we Seed Germination ASTM D 7322* 500 percent minimum
Enhancement
Performance in Protecting ASTM D 6459 with 0.12- C Factor=0.10 maximum
Slopes from Rainfall- inch average raindrop using Revised Universal
WO Induced Erosion size.** Test in one soil Soil Loss Equation
type. Soil tested shall be (RUSLE)
loam as defined by the
to NRCS Soil Texture
Triangle ***
Thickness ASTM D 6525* 0.10-inch minimum
err Ground Cover ASTM D 6567* 97 percent minimum
Mass Per Unit Area ASTM D 6566* 10.0 oz/ d2 minimum
* ASTM test methods developed for Rolled Erosion Control Products (RECPs) with the only
r modification being that Hydraulic Erosion Control Products (HECPs) are applied to the test
plot.
r
** Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 60 minute
duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches per hour with three
successive test durations of 30 minutes each test in 24 hour intervals may be substituted.
***Available at: http://.soils.usda.gov/education/resources/lessons/texture/textural tri hi.jp
9-14.4(10) Mechanically Bonded Fiber Matrix (MBFM)
This section including title is revised to read:
9-14.4(10) Mechanically Bonded Fiber Matrix (MBFM) or Fiber Reinforced Matrix
(FRM)
The MBFM/FRM shall be a hydraulically-applied blanket/mulch/matrix comprised of
biodegradable, thermally processed, defibrated, long-strand fibers from natural or recycled wood
chips or similar woody material, straw, coconut,jute, and/or hemp. The MBFM/FRM shall contain a
minimum of 5% by weight of biodegradable or photodegradable polyfibers that are bent in multiple ,
locations on each strand and that physically interlock with the wood fibers to form a strong moisture
holding mat that allows the absorption and infiltration of water. The MBFM/FRM shall contain a
cross-linked polysaccharide tackifier. MBFM/FRM shall be free from paper, rock, metal, and
plastic.
MBFM/FRM shall be manufactured in such a manner that when agitated in slurry tanks with water,
the fibers will be uniformly suspended to form a homogeneous slurry.
The MBFM/FRM shall require no curing period upon application, and shall bond with the soil
surface to create a continuous, porous, absorbent, and flexible erosion resistant blanket that allows
for seed germination and plant growth.
MBFM/FRM shall be furnished premixed by the manufacturer. The MBFM/FRM shall be furnished .r
with an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to
plants, animals, and aquatic life. Under no circumstances will field mixing of additives or
components be acceptable.
The Contractor shall supply independent test results from the National Transportation Product
Evaluation Program (NTPEP) or other accredited independent testing laboratory as approved by the
Engineer to assure compliance with the minimum requirements in the following table:
Properties Test Method Requirements
Long Strand Fibers WSDOT Test Method T 126 A minimum of 50% of the
fiber, by mass, is collected
on the combination of No.
8, No. 16, and No. 24
sieves
Tackifier,Type A or See Section 9-14.4(7)A Minimum 10 percent by
Type B weight of a cross-linked,
polysaccharide,hydro-
colloid tackifier
Water Holding Capacity ASTM D 7367 1,500 percent minimum
Organic Matter Content ASTM D 586* 90 percent minimum
Moisture Content ASTM D 644* 15 percent maximum
Seed Germination ASTM D 7322* 500 percent minimum
Enhancement
+wr
Performance in ASTM D 6459 with 0.12-inch C Factor=0.05 maximum
Protecting Slopes from average raindrop size.** Test in using Revised Universal
Rainfall-Induced one soil type. Soil tested shall Soil Loss Equation
Erosion be loam as defined by the (RUSLE)
110 NRCS Soil Texture Triangle
***
Thickness ASTM D 6525* 0.15-inch minimum
00 Ground Cover ASTM D 6567* 98 percent minimum
Mass Per Unit Area ASTM D 6566* 1 11.0 oz/yd2 minimum
* ASTM test methods developed for Rolled Erosion Control Products (RECPs) with the only
wr modification being that Hydraulic Erosion Control Products (HECPs) are applied to the test
plot.
** Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 60 minute
duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches per hour with three
successive test durations of 30 minutes each test in 24 hour intervals may be substituted.
***Available at: http://soils.usda.gov/education/resources/lessons/texture/textural tri hi.jpg
9-14.5(1) Polyacrylamide (PAM)
The third and fourth sentences are revised to read:
The minimum average molecular weight shall be greater than 5 mg/mole and minimum 30 percent
charge density. The product shall contain at least 80 percent active ingredients and have a moisture
content not exceeding 10 percent by weight.
This section is supplemented with the following:
PAM shall be delivered in a dry granular or powder form.
.. 9-14.5(2) Erosion Control Blanket
This section is revised to read:
Temporary erosion control blanket shall be made of natural plant fibers and meet the following
requirements:
Properties ASTM Test Method Requirements
Protecting Slopes D 6459 with 0.12-inch Maximum C factor of
from Rainfall- average raindrop size.* Test 0.15 using Revised
�,. Induced Erosion in one soil type. Soil tested Universal Soil Loss
shall be loam as defined by Equation (RUSLE)
the NRCS Soil Texture
w, Trian le**
Dry Weight per D 6475 0.361b/sq. yd. minimum
Unit Area
r Performance in D 6460 Test in one soil type. 1.0 lb/sq. ft. minimum
Protecting Earthen I Soil tested shall be loam as
rr
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rr
Channels from defined by the NRCS Soil
Stormwater- Texture Triangle**
Induced Erosion
Seed Germination D 7322* 200 percent minimum
Enhancement
Netting, if present, shall be biodegradable with a life span not to exceed one year.
* Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 60 minute
duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches per hour with three
successive test durations of 30 minutes each test in 24 hour intervals may be substituted.
**Available at: http://soils.usda.gov/education/resources/lessons/texture/textural_trihi.jpg
Permanent erosion control blanket or turf reinforcing mat shall consist of UV stabilized fibers,
filaments, or netting and shall meet the following requirements:
Properties ASTM Test Method Requirements
UV Stability D 4355 Minimum 80 percent
strength retained after 500
hours in a xenon arc device
Protecting Slopes D 6459 with 0.12-inch average Maximum C factor of 0.15
from Rainfall- raindrop size.* Test in one soil using Revised Universal
Induced Erosion type. Soil tested shall be loam as Soil Loss Equation ft
defined by the NRCS Soil (RUSLE)
Texture Triangle **
Dry Weight per Unit D 6475 0.50 lb/sq. yd. minimum .rr
Area
Performance in D 6460 Test in one soil type. 2.0 lb/sq. ft. minimum
Protecting Earthen Soil tested shall be loam as
Channels from defined by the NRCS Soil
Stormwater-Induced Texture Triangle**
Erosion
wl
Seed Germination D 7322 200 percent minimum
Enhancement
* Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 60 minute
duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches per hour with three
successive test durations of 30 minutes each test in 24 hour intervals may be substituted.
**Available at: http://soils.usda.gov/education/resourcesAessons/texture/textural tri hi.jpg
me
This section is supplemented with the following new sub-section:
9-14.5(2)A Erosion Control Blanket Approval
The Contractor shall select Erosion Control Blanket products that bear the Quality and Data
Oversight and Review (QDOR) seal from the Erosion Control and Technology Council (ECTC). All
materials selected shall be currently listed on the QDOR products list available at 0*
http:www.ectc.org/qdor.
9-14.5(4) Geotextile - Encased Check Dam
In the second paragraph,the second and third sentences are revised to read:
.r
r
+rr
The geotextile material shall overhang the foam by at least 6-inches at each end, and shall have
apron type flaps that extend a minimum of 24-inches on each side of the check dam. The geotextile
material shall meet the requirements for Temporary Silt Fence in Section 9-33.
+r
9-14.5(5) Wattles
This section is revised to read:
Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, compost, wood
chips, excelsior, or wood fiber or shavings encased within biodegradable netting. Wattles shall be a
40 minimum of 5-inches in diameter. Netting material shall be clean, evenly woven, and free of
encrusted concrete or other contaminating materials such as preservatives. Netting material shall be
free from cuts,tears, or weak places and shall have a minimum lifespan of 6 months.
rw
Compost filler shall be Coarse Compost and shall meet the material requirements as specified in
Section 9-14.4(8). If wood chips are used they shall meet the material requirements as specified in
+r
Section 9-14.4(3). If wood shavings are used, 80 percent of the fibers shall have a minimum length
of 6-inches between 0.030 and 0.50-inches wide, and between 0.017 and 0.13-inches thick.
9-14.5(6) Compost Sock
�r This section is revised to read:
Compost socks shall consist of extra heavy weight biodegradable fabric, with a minimum strand
thickness of 5 mils. The fabric shall be filled with Coarse Compost. Compost Socks shall be at least
8-inches in diameter. The fabric shall be clean, evenly woven, and free of encrusted concrete or
other contaminating materials and shall be free from cuts, tears, broken or missing yams, and be free
irr of thin, open, or weak areas and shall be free of any type of preservative.
Coarse Compost filler shall meet the material requirements as specified in Section 9-14.4(8).
err
Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or pine species.
Wood stakes shall be 2-inch by 2-inch nominal dimension and 36-inches in length,
err
9-14.5(7) Coir Log
This section is revised to read:
it
Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted within
woven netting made of bristle coir twine with minimum strength of 80 lbs tensile strength. The
netting shall have nominal 2-inch by 2-inch openings. Log segments shall have a maximum length of
20 feet, with a minimum diameter as shown in the Plans. Logs shall have a minimum density of 7
lbs/cf.
Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood stakes shall have a notch to
secure the rope ties. Rope ties shall be of /a-inch diameter commercially available hemp rope.
9-14.6(1) Description
The fourth paragraph is revised to read:
�,. Cuttings are live plant material without a previously developed root system. Source plants for
cuttings shall be dormant when cuttings are taken. All cuts shall be made with a sharp instrument.
�r
Orli
Cuttings may be collected. If cuttings are collected, the requirement to be nursery grown or held in
nursery conditions does not apply. Written permission shall be obtained from property owners and
provided to the Engineer before cuttings are collected. The Contractor shall collect cuttings in
accordance with applicable sensitive area ordinances. Cuttings shall meet the following
requirements:
A. Live branch cuttings shall have flexible top growth with terminal buds and may have side
branches.The rooting end shall be cut at an approximate 45 degree angle.
B. Live stake cuttings shall have a straight top cut immediately above a bud. The lower,
rooting end shall be cut at an approximate 45 degree angle. Live stakes are cut from one to rr
two year old wood. Live stake cuttings shall be cut and installed with the bark intact with
no branches or stems attached, and be 1/2 to 1%s-inch in diameter.
C. Live pole cuttings shall have a minimum 2-inch diameter and no more than three branches
which shall be pruned back to the first bud from the main stem.
Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and becoming erect
at the apex. Rhizomes shall have a minimum of two growth points. Tubers shall be a thickened and
short subterranean branch having numerous buds or eyes.
9-14.6(2) Quality
The first paragraph is revised to read:
r.
At the time of delivery all plant material furnished shall meet the grades established by the latest
edition of the American Standard for Nursery Stock, (ASNS) ANSI Z60.1 and shall conform to the
size and acceptable conditions as listed in the Contract, and shall be free of all foreign plant material.
The third paragraph is revised to read:
rrt
All plant material shall be purchased from a nursery licensed to produce plants for sale in
Washington State.
e
This section is supplemented with the following new paragraph:
All nurseries and nursery vendors must have a business license issued by the Washington State
Department of Licensing with a "Nursery" endorsement. Upon request, the Contractor shall furnish do
the Engineer with copies of the applicable licenses and endorsements.
9-14.6(3) Handling and Shipping go
Item numbers 8 and 9 are revised to read:
8. Size. (Height,runner length, caliper, etc. as required.) at
9. Signature of shipper by authorized representative.
Ar
Item numbers 10 and 11 are deleted.
9-14.6(7) Temporary Storage no
The first paragraph is revised to read:
40
go
im
to
Plants stored under temporary conditions prior to installation shall be the responsibility of the
Contractor.
15.AP9
SECTION 9-15,IRRIGATION SYSTEM
.■ January 4, 2010
The first paragraph is supplemented with the following:
When the water supply for the irrigation system is from a non-potable source, irrigation components
shall have lavender indicators supplied by the equipment manufacturer.
9-15.3 Automatic Controllers
This section is revised to read:
it The automatic controller shall be an electronic timing device for automatically opening and closing
control valves for predetermined periods of time. The automatic controller shall be enclosed in a
weatherproof, painted, metal housing fabricated from 16 gauge sheet aluminum alloy 6061-T6 or 16
gauge sheet steel or unpainted, non-rusting industrial grade stainless steel. The pedestal shall have a
completely removable locking faceplate to allow easy access to wiring.
The automatic controller housing shall have hasp and lock or locking device. All locks or locking
devices shall be master keyed and three sets of keys provided to the Engineer.The controller shall be
compatible with and capable of operating the irrigation system as designed and constructed and shall
include the following operating features:
err
1. Each controller station shall be adjustable for setting to remain open for any desired period
of time, from five minutes or less to at least 99 minutes.
wr 2. Adjustments shall be provided whereby any number of days may be omitted and whereby
any one or more positions on the controller can be skipped. When adjustments are made,
they shall continue automatically within a 14-day cycle until the operator desires to make
ft new adjustments.
3. Controls shall allow any position to be operated manually, both on or off, whenever
desired, without disrupting the 14 day cycle.
4. Controls shall provide for resetting the start of the irrigation cycle at any time and
advancing from one position to another.
5. Controllers shall contain a power on-off switch and fuse assembly.
6. Output shall be 24 volt AC with battery back up for memory retention of the 14 day cycle.
■r 7. Both normally-open or normally-closed rain sensor compatibility.
9-15.4 Irrigation Heads
r This section is supplemented with the following new paragraph:
All instructions, special wrenches, clamps, tools, and equipment supplied by the manufacturer
necessary for the installation and maintenance of the irrigation heads shall be turned over to the
Engineer upon completion and acceptance of the project.
9-15.5 Valve Boxes and Protective Sleeves
This section including title is revised to read:
Wr
r
9-15.5 Valve Boxes
Valve boxes shall conform to the Plans and be extendible to obtain the depth required. All manual
drain valves and manual control valves shall be installed in valve box with a vandal resistant lid as 401
shown in the Plans.
9-15.7(1) Manual Control Valves
The third and fourth sentences are revised to read: so
The Contractor shall furnish three suitable operating keys. Valves shall have removable bonnet and
stem assemblies with adjustable packing glands and shall house long acme threaded stems to ensure '*
full opening and closing.
9-15.7(2) Automatic Control Valves
In the second paragraph, the first and second sentences are revised to read:
Valves shall be of a normally closed design and shall be operated by an electronic solenoid having a
maximum rating of 6.5 watts utilizing 24 volt AC power. Electronic solenoids shall have a stainless
steel plunger and be directly attached to the valve bonnets or body with all control parts fully
encapsulated.
In the fifth sentence of the second paragraph, "electric" is revised to read "electrical".
9-15.7(3) Automatic Control Valves With Pressure Regulator
This section is revised to read:
Automatic control valves with pressure regulators shall be similar to automatic control valves
described in Section 9-15.7(2) and shall reduce the inlet pressure to a constant pressure
regardless of supply fluctuations.The regulator must be fully adjustable.
Ott
9-15.8 Quick Coupling Equipment
In the first paragraph, the first and second sentences are revised to read:
Quick coupler valves shall have a service rating of not less than 125-psi for non-shock cold water.
The body of the valves shall be of cast Copper Alloy No. C84400 Leaded Semi-Red Brass
conforming to ASTM B 584.
In the fifth sentence of the first paragraph, "will" is revised to read "shall".
nrt
9-15.9 Drain Valves
This section is revised to read:
Drain valves may be a 1/2-inch or 3/a-inch PVC or metal gate valve manufactured for irrigation
systems. Valves shall be designed for underground installation with suitable cross wheel for
operation with a standard key, and shall have a service rating of not less than 150-psi non-shock cold
water. The Contractor shall furnish three standard operating keys per Contract. Drain valves shall be
installed in a valve box with a vandal resistant lid as shown in the Plans.
Drain valves on potable water systems shall only be allowed on the downstream side of approved so
cross connection control devices.
.r
60
we
9-15.10 Hose Bibs
The first sentence is revised to read:
Hose bibs shall be angle type, constructed of bronze or brass, threaded to accommodate a 3/a-inch
hose connection, and shall be key operated.
9-15.11 Cross Connection Control Devices
This section is revised to read:
+� Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker assemblies (PVBAs),
double check valve assemblies (DCVAs), and reduced pressure backflow devices (RPBDs), shall be
of a manufacturer and product model approved for use by the Washington State Department of
,w Health, Olympia,Washington or a Department of Health certified agency.
9-15.12 Check Valves
The last sentence is revised to read:
Valves shall have angled seats, Buna-N seals and threaded connections, and shall be installed in 8-
inch round plastic valve boxes with vandal resistant lids.
9-15.14 Three-Way Valves
The last sentence is revised to read:
rr
When handles are included as an integral part of the valves, the Contractor shall remove the handles
and give them to the Engineer for ultimate distribution to the Maintenance Division.
9-15.15 Flow Control Valves
The third sentence is revised to read:
Valves shall be factory set to the flows as shown in the Plans.
9-15.17 Electrical Wire and Splices
This section is revised to read:
rr Electrical wire used between the automatic controller and automatic control valves shall be solid or
stranded copper, minimum size AWG 14. Insulation shall be Type USE Chemically Cross Linked
Polyethylene or Type UF, and shall be listed by a National recognized Testing Laboratory. Each
conductor shall be color coded and marked at each end and at all splices with zone or station number
identification.
err
Low voltage splices shall be made with a direct bury splice kit using a twist-on wire connector and
inserted in a waterproof polypropylene tube filled with a silicone electrical insulating gel, or heat
shrinkable insulating tubing. Heat shrinking insulating tubing shall consist of a mastic lined heavy
wall polyolefin cable sleeve.
9-15.18 Detectable Marking Tape
The first paragraph is revised to read:
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Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known
alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil, with a metallic foil
core to provide for the most positive detection and pipeline location.
In the second paragraph, the first and second sentences are revised to read:
The tape shall be color coded and shall be imprinted continuously over its entire length in permanent
black ink indicating the type of line buried below and shall also have the word "Caution"
prominently shown.
The last paragraph is revised to read: W
The width of the tape shall be as recommended by the manufacturer based on depth of installation.
at
16.AP9
SECTION 9-16, FENCE AND GUARDRAIL
January 4, 2010 so
9-16.3(2) Posts and Blocks
The first sentence in the second paragraph is revised to read: to
Timber posts and blocks shall conform to the grade specified in Section 9-09.2.
22.AP9 "o
SECTION 9-22,MONUMENT CASES
January 4, 2010 40
9-22.1 Monument Cases, Covers, and Risers
In the first sentence, "Class 30B" is revised to read "Class 35B".
At
23.AP9
SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES
April 5, 2010 .o
9-23.1 Sheet Materials for Curing Concrete
In the first paragraph, "AASHTO M 171" is revised to read"ASTM C 171". of
9-23.2 Liquid Membrane Forming Concrete Curing Compounds
In the first sentence of the first paragraph, "AASHTO M 148" is deleted and "(ASTM C 309)" is revised
to read"ASTM C 309".
29.AP9
SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL
April 5,2010
In this division, all references to "hot-dipped" are revised to read "hot-dip".
r
rr
9-29.1(2)A Expansion Fittings, Deflection Fittings, and Combination Expansion/Deflection
Fittings
rrr The following new paragraph is inserted after the first paragraph:
Expansion fittings for use with PVC shall allow for 4-inches of movement minimum (2-inches in
each direction). Expansion fittings for PVC conduit shall be PVC and have threaded terminal
adaptor or coupling end and shall meet the requirements listed in Section 9-29.1(4)A.
9-29.4 Messenger Cable, Fittings
This section is supplemented with the following:
Messenger cable shall be%-inch, 7-wire strand messenger cables conforming to ASTM A 475, extra-
high-strength grade, 15,400 pounds minimum breaking strength, Class A galvanized.
Strain insulators shall be wet process, porcelain, conforming to EEI-NEMA Class 54-2 standards for
rs 12,000 pound ultimate strength.
Down guy assembly shall consist of an eight-way steel expanding anchor,having a minimum area of
300 square inches, made of pressed steel, coated with asphalt or similar preservative, and fitted with
a 3/a-inch minimum guy eye anchor rod 8-feet long. As an alternate to expanding anchors, screw type
anchors with two 8-inch helix, 31/2-inch-pitch, 1-inch by 7 foot guy anchor rod, and rated for 7,000
pound maximum torque may be installed.
All pole hardware, bolts, plate rods, hangers, clips, wire guards, and pole bands shall be hot-dipped
galvanized in conformance with the requirements of AASHTO M 232.
9-29.6(5) Foundation Hardware
The first paragraph is revised to read:
Anchor bolts for Type PPB, PS, 1, FB, and RM signal standards shall conform to the requirements of
ASTM F1554, grade 55. Nuts shall meet the requirements of AASHTO M 291, grade A. Washers
wre shall meet the requirements of ASTM F 844 or ASTM F 436.
9-29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases, Cantilever
err Bases and Sign Bridge Bases
The content of this section is revised and moved to the following new sub-sections:
9-29.7(1) Unfused Quick-Disconnect
Unfused quick-disconnect connector kits shall conform to the following requirements:
1. The copper pin and copper receptacle shall be a crimped type of connection or a stainless
steel set screw and lug connection to the cable. The receptacle shall establish contact
pressure with the pin through the use of a tinned copper or copper beryllium sleeve spring
a.
and shall be equipped with a disposable mounting pin. The receptacle shall be fully
annealed. Both the copper pin and receptacle shall have a centrally located recessed
locking area adapted to be complementarily filled and retained by the rubber housing.
2. The plug and receptacle housing shall be made of water resistant synthetic rubber which is
capable of burial in the ground or installation in sunlight. Each housing shall provide a
section to form a water-seal around the cable, have an interior arrangement to suitably and
complementarily receive and retain the copper pin or receptacle, and a section to provide a
water-seal between the two housings at the point of disconnection.
3. The kit shall provide waterproof in-line connector protection with three cutoff sections on
both the line and load side to accommodate various wire sizes. All connections shall be as
described in item"1" above. Upon disconnect, the connector shall remain in the load side
of the kit. go
9-29.7(2) Fused Quick-Disconnect
Fused quick-disconnect kits shall provide waterproof in-line fuse protection. The kit shall provide ww
three cutoff sections on both lines and load side to accommodate various wire sizes. All connections
shall be as described in item"1" above. Upon disconnect,the fuse shall remain in the load side of the
kit.
Fuses furnished for all lighting circuits shall be capable of handling the operating voltage of the
circuit involved and shall have the following characteristics:
1. Fuses shall be capable of indefinitely supporting 110 percent of the rated load.
2. Fuses shall be capable of supporting 135 percent of the rated load for approximately 1
hour.
3. A load of 200 percent of rated load shall effectively cause instantaneous blowing of the
fuse.
4. Fuses shall be rated as listed below and shall be sized to fit the fuse containers furnished r
on this project, according to the manufacturer's recommendations therefore.
5. Fuses shall be listed by a nationally recognized testing laboratory.
Luminaire Service Voltage
Size 480V 240V 120V
1,000W l0A 15A 30A
750W 5A l0A 20A
70OW 5A l0A 20A
40OW 5A l0A 15A
31OW 5A 5A 10A
250W 5A 5A 10A
20OW 4A 5A l0A
175W 4A 5A l0A
150W 3A 4A 5A
100W 2A 3A 4A
70W 2A 2A 2A
50W 2A 2A 2A
9-29.9 Ballast, Transformers
This sections content is deleted and replaced with:
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Heat-generating components shall be mounted to use the portion of the luminaire upon which they
are mounted as a heat sink. Capacitors shall be located as far as practicable from heat-generating
im components or shall be thermally shielded to limit the fixture temperature to 160°F.
Transformers and inductors shall be resin-impregnated for protection against moisture. Capacitors,
except those in starting aids, shall be metal cased and hermetically sealed.
No capacitor, transformer, or other device shall employ the class of compounds identified as
polychlorinated biphenyls (PCB) as dielectric, coolants, or for any other purpose.
This section is supplemented with the following new sub-sections:
�,. 9-29.9(1) Ballast
Each ballast shall have a name plate attached permanently to the case listing all electrical data.
A Manufacturer's Certificate of Compliance in accordance with Section 1-06.3 meeting the
manufacturers and these Specification requirements, shall be submitted by the Contractor with each
type of luminaire ballast.
Ballasts shall be designed for continuous operation at ambient air temperatures from 20°F without
reduction in ballast life. Ballasts shall have a design life of not less than 100,000 hours. Ballasts shall
be designed to operate for at least 180 cycles of 12 hours on and 12 hours off, with the lamp circuit
in an open or short-circuited condition and without measurable reduction in the operating
requirements.All ballasts shall be high power factor(90%).
Ballasts shall be tested in accordance with the requirements of current ANSI C 82.6, Methods of
Measurement of High-Intensity-Discharge Lamp Ballasts. Starting aids for ballasts of a given lamp
wattage shall be interchangeable between ballasts of the same wattage and manufacturer without
,,. adjustment.
Ballast assemblies shall consist of separate components, each of which shall be capable of being
easily replaced. A starting aid will be considered as a single component. Each component shall be
provided with screw terminals, NEMA tab connectors or a single multi-circuit connector. All
conductor terminals shall be identified as to the component terminal to which they connect.
Ballasts for high-pressure sodium lamps shall have a ballast characteristic curve which will intersect
both of the lamp-voltage limit lines between the wattage limit lines and remain between the wattage
limit lines throughout the full range of lamp voltage. This requirement shall be met not only at the
rated input voltage of the ballast, but also the lowest and highest input voltage for which the ballast
is rated. Throughout the lifetime of the lamp, the ballast curve shall fall within the specified limits of
lamp voltage and wattage.
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All luminaires ballasts shall be located within the luminaire housing. The only exception shall be
ballasts to be mounted on lowering assemblies and shall be external to, and attached to the fixture
wr assembly.
Ballast Characteristics for High Pressure Sodium(HPS) and Metal Halide (MH) Sources shall be:
rws
Source Line Lamp Ballast Type Input Lamp
rr
Volt. Wattage Voltage Wattage
Variation Variation
HPS any 70 400 Mag. Reg. Lag 10% 18%
HPS any 7501000 Auto Reg. Lead 10% 30%
CWA
MH any 175 400 Mag. Reg. Lag 10% 18%
MH any 1000 Auto Reg. Lead 10% 30%
CWA
9-29.9(2) Transformers Ot
The transformers to be furnished shall be indoor/outdoor dry type transformers rated as shown in the
Plans. The transformer coils, buss bar, and all connections shall be copper. Transformers, 7.5 KVA
and larger shall be supplied with two full capacity taps, one at 5% and one at 10% below the normal
full capacity.
9-29.10 Luminaires
This section is revised to read:
All luminaires shall have their components secured to the luminaire frame with ANSI, 300 series
chrome-nickel grade stainless steel, zinc dichromate coated steel or ceramic coated steel hardware.
The luminaire slip-fitter bolts shall be either stainless steel, hot-dip galvanized steel, zinc dichromate
coated steel, or ceramic coated steel. All internal luminaire assemblies shall be assembled on or
fabricated from either stainless steel or galvanized steel. The housing, complete with integral ballast,
shall be weathertight.
The temperature rating of all wiring internal to the luminaire housing, excluding the pole and bracket
cable, shall equal or exceed 200'F.
All luminaires shall be provided with markers for positive identification of light source type and '0
wattage. Markers shall be 3-inches square with Gothic bold, black 2-inch legend on colored
background. Background color shall be gold for high pressure sodium, and red for metal halide light
sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet
exposure.
Legends shall correspond to the following code:
Lamp Wattage Legend
70 7
100 10
150 15
175 17 ,rr
200 20
250 25
310 31 so
400 40
rr
700 70
750 75
1,000 XI
9-29.10(1) Cobra Head Luminaires
This sections content including title is revised to read:
9-29.10(1) Conventional Roadway Luminaires
rr A. Conventional highway luminaires shall be IES Type III medium distribution cut off cobra head
configuration with horizontal lamp,rated at 24,000 hours minimum.
B. The ballast shall be mounted on a separate exterior door, which shall be hinged to the luminaire
and secured in the closed position to the luminaire housing by means of an automatic type of
latch (a combination hex/slot stainless steel screw fastener may supplement the automatic type
latch).
rr
C. The reflector of all luminaires shall be of a snap-in design or be secured with screws. The
reflector shall be manufactured of polished aluminum or molded from prismatically formed
M borosilicate glass. The refractor or lens shall be mounted in a doorframe assembly which shall
be hinged to the luminaire and secured in the closed position to the luminaire by means of
automatic latch. The refractor or lens and doorframe assembly, when closed, shall exert
pressure against a gasket seat. The refractor lens shall not allow any light output above 90
degrees nadir. Gaskets shall be composed of material capable of withstanding temperatures
involved and shall be securely held in place.
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D. Each housing shall be provided with a four bolt slipfitter capable of mounting on a 2-inch pipe
tenon and capable of being adjusted within 5 degrees from the axis of the tenon. The clamping
bracket(s) and the cap screws of the slipfitter shall not bottom out on the housing bosses when
adjusted within the±5 degree range.
No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess
of 0.2-inch when the cap screws used for mounting are tightened to a torque of 32 pounds feet.
E. Refractors shall be formed from heat resistant, high impact, molded borosilicate glass. Flat lens
shall be formed from heat resistant, high impact borosilicate or tempered glass.
F. High pressure sodium conventional roadway luminaires shall be capable of accepting a 150,
rr 200, 250, 310, or 400 watt lamp complete with ballast.
G Housings shall be fabricated from aluminum. Painted housings shall be painted flat gray,
Federal Standard 595 color chip No. 26280. Housings that are painted shall withstand a 1,000-
hour salt spray test as specified in ASTM B 117.
r
H. All luminaires to be mounted on horizontal mast arms, shall be capable of withstanding cyclic
loading in:
1. A vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak sinusoidal
loading (same as 1.5 g's peak) with the internal ballast removed, for a minimum of 2
million cycles without failure of any luminaire parts, and;
rr
2. A horizontal plane perpendicular to the direction of the mast arm at a minimum peak
acceleration level of 1.5 g's peak to peak sinusoidal loading (same as 0.75 g's peak) with
the internal ballast installed, for a minimum of 2 million cycles without failure of any
luminaire parts.
I. All luminaires shall have leveling reference points for both transverse and longitudinal
adjustment. Luminaires shall have slip-fitters capable of adjusting through a 5-degree axis for
the required leveling procedure.
9-29.10(2) Decorative Luminaires
In the first paragraph, "150-400" is revised to read "50 -400".
In the second paragraph, "box shaped" is deleted. it
In the third paragraph, the first sentence is deleted.The second sentence is revised to read:
The ballast housing shall be adequately constructed to contain ballasts for 50 - 400 watt alternate
high intensity discharge sources.
The fourth paragraph is revised to read:
Each housing shall consist of an integral reflector, containing a mogul based high intensity discharge
lamp, and a one piece heat and shock resistant, clear tempered lens mounted in a gasketed, hinged
frame. The reflector shall be a snap-in design or secured with screws. The reflector assembly shall
have a lamp vibration damper. The reflector shall be manufactured of polished aluminum or molded
from prismatically formed borosilicate glass. The housing shall have a heat resistant finish. The lens
frame shall be secured to the housing with ANSI, 300 series chrome-nickel grade stainless steel, zinc
dichromate coated steel or ceramic coated steel hardware.
At
The last sentence in the fifth paragraph is deleted.
The sixth paragraph is deleted.
The seventh paragraph is revised to read:
The finish shall meet the requirements of ASTM B 117 with the exception that the finish shall be salt
spray resistant after 300 hours exposure .
The first sentence in the eight paragraph is deleted. Wi
9-29.10(3) High Mast Luminaires and Post Top Luminaires
This sections content including title is deleted and replaced with:
9-29.10(3) Vacant
9-29.10(5) Sign Lighting Luminaires
This section is revised to read:
me
Sign lighting luminaires shall be the Induction Bulb type.
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9-29.10(5)A Sign Lighting Luminaires - Mercury Vapor
This section including title is revised to read:
9-29.10(5)A Sign Lighting Luminaires—Isolation Switch
The isolation switch shall be installed in a terminal cabinet in accordance with Section 9-29.25 with
the exception that the cabinet shall be NEMA 3R and stainless steel. The terminal cabinet shall be
installed in accordance to the Standard Plans. The switch shall be either single pole, single throw, or
double pole single throw as necessary to open all conductors to the luminaires other than neutral and
ground conductors.The switch shall contain 600 volt alternating current(VAC) terminal strips on the
+ load side with solderless lugs as required for each load carrying conductor plus four spare lugs per
strip.
9-29.10(5)B Sign Lighting Fixtures - Induction
The first sentence is revised to read:
i„ Sign lighting luminaires shall have a cast aluminum housing and door assembly with a polyester
paint finish.
In the second sentence of the sixth paragraph, "87" is revised to read "85".
In the last sentence of the sixth paragraph, "Class a" is revised to read "Class A".
The first sentence of the last paragraph is revised to read:
A Manufacturer's Certificate of Compliance, conforming to Section 1-06.3 "Manufacturer's
Certificates of Compliance" and a copy of the high frequency generator test methods and results
shall be submitted by the manufacturer with each lot of sign lighting fixtures.
9-29.12 Electrical Splice Materials
This section is revised to read:
Circuit splicing materials shall meet the following specifications.
9-29.12(1) Illumination Circuit Splices
This section is revised to read:
Illumination circuit splices shall be split bolt vice type connectors or solderless crimped connections
to securely join the wires both mechanically and electrically as defined in Section 8-20.3(8).
This section is supplemented with the following new sub-sections:
9-29.12(1)A Heat Shrink Splice Enclosure
Heat shrink insulating materials shall be the moisture blocking mastic type meeting Mil Spec 1
230053
9-29.12(1)B Molded Splice Enclosure
Epoxy resin cast type insulation shall employ a clear rigid plastic mold or a clear mylar sheet bonded
to butyrate webbing forming a flexible mold. The material used shall be compatible with the
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insulation material of the insulated conductor or cable. The component materials of the resin
insulation shall be packaged ready for convenient mixing without removing from the package.
9-29.12(2) Traffic Signal Splice Material
This section is revised to read:
Induction loop splices and magnetometer splices shall include an uninsulated barrel type crimped
connector capable of being soldered. The insulating material shall be a heat shrink type meeting
requirements of Section 9-29.12(1)A, an epoxy resin cast type with clear rigid plastic mold meeting
the requirements of Section 9-29.12(1)B, or a re-enterable type with silicone type filling compound
that remains flexible and enclosed in a re-enterable rigid mold that snaps together.
9-29.15 Flashing Beacon Control
In the first paragraph, the first word"Flashers"is revised to read"Line voltage flashers".
9-29.18 Vehicle Detector
The first paragraph is revised to read:
Induction loop detectors and magnetometer detectors shall comply with current NEMA
Specifications when installed with NEMA control assemblies and shall comply with the current ]
California Department of Transportation document entitled "Transportation Electrical Equipment
Specifications," specified in Section 9-29.13(7) when installed with Type 170, Type 2070 or NEMA
control assemblies.
30.AP9
SECTION 9-30, WATER DISTRIBUTION MATERIALS
January 4,2010
9-30.1(1) Ductile Iron Pipe
In the first paragraph, number 1. and 2. are revised to read:
1. Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe shall have a
cement mortar lining, and a 1 mil thick seal coat meeting the requirements of AWWA C104.
Ductile iron pipe to be joined using bolted flanged joints shall be Special Thickness Class 53.
All other ductile iron pipe shall be Special Thickness Class 50, minimum Pressure Class 350, or
the class indicated on the Plans or in the Special Provisions.
2. Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical type
meeting the requirements of AWWA C111.
9-30.1(2) Polyethylene Encasement
This section is revised to read: ri
Polyethylene encasement shall be tube-form, high density cross-laminated polyethylene film, or
linear low density polyethylene film, meeting the requirements of ANSI/AWWA C105. Color shall
be natural or black.
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33.AP9
SECTION 9-33, CONSTRUCTION GEOSYNTHETIC
April 5,2010
9-33.4(3) Acceptance Samples
The third paragraph is revised to read:
iirlr
Samples from the geosynthetic roll will be taken to confirm the material meets the property values
specified. Samples will be randomly taken at the job site by the Contractor in accordance with
WSDOT T 914 in the presence of the Project Engineer.
err
The first sentence in the sixth paragraph is revised to read:
For each geosynthetic roll that is tested and fails the Project Engineer will select two additional rolls
from the same lot for sampling and retesting. The Contractor shall sample the rolls in accordance
with WSDOT T 914 in the presence of the Project Engineer.
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35.AP9
SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS
January 4, 2010
9-35.0 General Requirements
rr In the first paragraph, the item "Truck Mounted Attenuator" is revised to read "Transportable Attenuator".
In the second paragraph, the third sentence is revised to read:
+�r
Unless otherwise noted, Requests for Approval of Material (RAM) and Qualified Products List
(QPL) submittals are not required.
9-35.12 Truck-Mounted Attenuator
This section including title is revised to read:
9-35.12 Transportable Attenuator
Transportable attenuators are Truck-Mounted Attenuators (TMA) or Trailer-Mounted Attenuators
(TMA-trailer). The transportable attenuator shall be mounted on, or attached to a host vehicle with a
minimum weight of 15,000 pounds and a maximum weight in accordance with the manufacturer's
recommendations. Ballast used to obtain the minimum weight requirement, or any other object that
is placed on the vehicle shall be securely anchored such that it will be retained on the vehicle during
an impact. The Contractor shall provide certification that the transportable attenuator complies with
NCHRP 350 Test level 3 requirements. Lighter host vehicles proposed by the Contractor are subject
to the approval of the Engineer. The Contractor shall provide the Engineer with roll-ahead distance
it calculations and crash test reports illustrating that the proposed host vehicle is appropriate for the
attenuator and the site conditions.
The transportable attenuator shall have a chevron pattern on the rear of the unit. The standard
chevron pattern shall consist of 4-inch yellow stripes, alternating non-reflective black and retro-
reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with the "V" at the center of the
unit.
This section is supplemented with the following new sub-sections:
r.
vi
9-35.12(1) Truck-Mounted Attenuator
The TMA may be selected from the approved units listed on the QPL or submitted using a RAM.
The TMA shall have an adjustable height so that it can be placed at the correct elevation during
usage and to a safe height for transporting. If needed, the Contractor shall install additional lights to
provide fully visible brake lights at all times.
9-35.12(2) Trailer-Mounted Attenuator
The TMA-trailer may be selected from the approved units listed on the QPL or submitted using a
RAM.
If needed, the Contractor shall install additional lights to provide fully visible brake lights at all
times.
9-35.12(3) Submittal Requirements
For transportable attenuators listed on the QPL, the Contractor shall submit the QPL printed page or
a QPL Acceptance Code entered on the RAM (WSDOT Form 350-071EF) for the product proposed
for use to the Engineer for approval. The Contractor shall submit a RAM for transportable
attenuators not listed on the QPL.
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ESPECIAL PROVISIONS
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THIS PAGE INTENTIONALLY LEFT BLANK
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SPECIAL PROVISIONS
1-01 DEFINITIONS AND TERMS .................................. ......... ......... ...........................1
1-01.3 Definitions...................................................................... ..... ...........................1
1-01.4 Description of Work. ... ...................... ............................................ . .....3
1-02 BID PROCEDURES AND CONDITIONS..............................................................3
1-02.12 Public Opening of Proposal........................... ......... .................................3
Dateof Opening Bids...................................................................................................3
1-03 AWARD AND EXECUTION OF CONTRACT........................................................5
1-04 SCOPE OF WORK...............................................................................................5
1-04.4 Changes ....... .... ...................................... ...... .................. .. .........5
1-05 CONTROL OF WORK.......................................... .... ........................ .................5
1-05.4 Conformity With and Deviation from Plans and Stakes .................... .5
1-05.4(3) Contractor Supplied Surveying...................................................................6
1-05.4(4) Contractor Provided As-Built Information.... ......... .....................................7
1'-05.14 Cooperation with Other Contractors.............. ......... ..... ..............................8
1-05.18 Contractor's Daily Diary ................................................................................9
1-06 CONTROL OF MATERIAL.................................... .............................................10
2) Statistical Evaluation of Materials for Acceptance .. .......................................... 11
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.....................12
1-07.2 State Taxes.... ................................................ .......................................... .12
1-07.6 Permits and Licenses....................................................................................12
1-07.7 Load Limits.... ........ .................................. . ....................................... .....13
1-07.9 Wages .................................................... ....................................... .........13
1-07.11 Requirements for Nondiscrimination.............................................................14
1-07.11(11) City of Renton Affidavit of Compliance ..................................................34
1-07.12 Federal Agency Inspection..........................................................................34
1-07.13(1) General ..................................................................................................35
1-07.15 Temporary Water Pollution/Erosion Control.................................................35
1-07.16(1) Private/Public Property...........................................................................35
1-07.17 Utilities and Similar Facilities.......................... ...................................37
1-07.17(3) Interruption of Services.............................. .............................................38
1-07.18 Public Liability and Property Damage Insurance.........................................39
1-07.18(1) General ..................................................................................................39
1-07.18(2) Coverages.......................:......................................................................39
1-07.18(3) Limits......................................................................................................41
1-07.18(4) Evidence of Insurance:............................................................................42
1-07.22 Use of Explosives ........................................................ .............................42
1-07.23(1) Construction Under Traffic......................... ............................................44
1-08 PROSECUTION AND PROGRESS....................................................................46
1-08.0 Preliminary Matters.......................................................................................46
1-08.0(1) Preconstruction Conference.....................................................................46
City of Renton-Logan Ave.N. Page i Special Provisions
Stage 2 Lake Washington Trail Project May 2010
1-08.1 Subcontracting ,48
1-08.2 Assignment;. . .. .. . ....... ... .. ................48
1-08.3 Progress Schedule.. ......'. . ............................. ....... ............ ......................48
1-08.5 Time For Completion.. ........ ............................ .......... ......... ........ ...............49
1-09 , MEASUREMENT AND PAYMENT................................. ......... ........... .............50
1-09.1 Measurement of Quantities .......... ...50
1-09.3 Scope of Payment ... ......... .......:. ............................ ............. ....,. ...............52
1-09.6 Force Account......... ....... .... ............... .52
1-09.7 Mobilization.... ......... .... ......... .................. ........ ......... ........, ...............53
1-09.9 Payments...... ...... ..... ... .... ..... ..... ......... ........ ... .53
1-09.11(2) Claims ............... .......... .. ................ ................. ............. ....: ...............53
1-09.13(3)B Procedures to Pursue Arbitration....................................... .53
1-10 TEMPORARY TRAFFIC CONTROL....................................................... .....54
1-10.1 General............... ...54 y
1-10.2 Traffic Control Management. ............ ...... ............................ .........................55
1-10.1(2) Description ...... ......... ......... ..... .. ............................. ....... ...............55
1-10.2(1) General ..... 56
1-1.0.3 Traffic Control Labor, Procedures and Devices ................. ......... ............ ..57
1-10.3(3)A Construction Signs...... ......... ............... .................... .... .....: ...............57
1-10.4 Measurement........... ..... ........... . .. .....57
1-10.5 Payment.................. ......... ......... ...................................... ......... ...............57
1-11 RENTON SURVEYING STANDARDS................................................... .58
1-11.1(1) Responsibility for surveys...................................... .................. ...............58
1-11.1(2) Survey Datum and Precision................................. .................. ...............59
1-11.1(3) Subdivision Information.. ......... ......... ................... .................. ...............59
1-11.1(4) Field Notes ........... .................. ......... .................... ......... ....... ................59
1-11.1(5) Corners and Monuments .......... ....... ................... ......... ........................60
1-11.1(6) Control or Base Line Survey .... ..... ...... .... .. ...60
1-11.1(7) Precision Levels.... ......... .................. ................... ......... ................ .......61
1-11.1(8) Radial and Station -- Offset Topography....... ......... ......... ........................61
1-11.1(9) Radial Topography .... ......... ... .61
1-11.1(10) Station--Offset Topography .............. .......... ........ .... .. . ........................61
1-11.1(11) As-Built Survey.... ....61 '
1-11.1(12) Monument Setting and Referencing.. ........ ......... .......... ........ ..............62
1-11.2 Materials......... ......... ......... .................. ......... ......... ......... ......... ..............62
1-11.2(1) Property/Lot Corners............................................................. .. .62
1-11.2(2) Monuments........... ......... ......... .................. ......... ...... .. ......... ..............63
1-11.2(3) Monument Case and Cover......................................................................63
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP............ ......... ...
2-01.1 Description...... .. . . .. .... ........... ... . ... . .63
2-01.2 Disposal of Usable Material and Debris., .................. ........ ......... ..............63
2-01.5 Payment......... ............................. .. ..... ......... ............... .. ......... ..............63
City of Renton=Logan Ave.N. Page ii Special Provisions
Stage 2 Lake Washington Trail Project May 2010
2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS.............. .........................64
2-02.3 Construction Requirements........... ....... ...... :: ........: ......... .........................64
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters..: .........................64
2-02.3(4)' Sawoot Existing Pavement ..65
2-02.3(5) Salvage...... .................. ......... ......... ......... .......... ........ .........................66
2-02.4 Measurement. .................. ................... ............ ...`.... ........ .........................66
2-02.5 Payment . ........ ... . ....... .66
2-03 ROADWAY EXCAVATION AND EMBANKMENT'..... ..... ..... ......... ...............66
2-03.3 Construction Requirements......... ......... ......... .. .. ... .66
2-03.4 Measurement. ........ ....... .. .... .......... . ....67
2-03.5 Payment......... .......: ............................ ............ .....: ... ..... .............. . ........68
2.04 HAUL. . .. ................. .. .68
2-04.5 Payment..... .. ....... .....I ........... ......... ......... .... .......... ... ........... .............68
2-06 SUBGRADE PREPARATION...................................... 68
2-06.5 Measurement and Payment.................. ......... ........ .................... ..............68
5-04 HOT MIX ASPHALT. .. ................. ...... .... ...... .......... .69
5-04.5(1)A Price Adjustments for Quality of HMA Mixture........ .. .... ......... ...............70
y
5-04.5(1) B Price Adjustments for Quality of HMA Compaction........ ......... ...............71
5-05 CEMENT CONCRETE PAVEMENT... ......... ....... . ................., ......... ...............71
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5-05.3(l) Construction Requirements........................... ........ ......... ......... ...............71
7-04 STORM SEWERS....
7-04.2 Materials.............................................................. . . .......... . .72
7-04.4 Measurement:. ......72
7-04.5 Payment ........ ............ ............. ..................... ......... ...................... ............72
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
k 7-05.3(3) Connections to Existing Manholes...... .....:........... ....... ..... ..... ...............74
7-05.3(5) Adjusting Existing Utilities to Grade... ........................ ..... ....... ...............74
7-05.4 Measurement. .. ..... ...... .......... .... . ...... ..74
7-05.5 Payment .. .. ............ .. .. .: .75
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS........ ....... ........................75
7-08.3(1)C Bedding the Pipe......... ...75
7-08.3(2)A Survey Line and Grade.,.. ...........:... ......... .................. ......... ...............75
7-08.3(2)B Pipe Laying-General. ......... ................... ...... ........... ......... ...... ........76
7-08.3(2)E Rubber Gasketed Joints........ ..................... .......................... ...............76
7-08.3(2)H Sewer Line Connections................. .......... ................. ......... ...............77
7-08.3(2)) Placing PVC Pipe ........ ...77
7-08.5 Payment ... . ......... ....... .. ........ . . ... ...............77
7-14.3(7) 'Replace Fire Hydrant................ ......... .......... ........ ....................`.............77
7-14.5 Payment............. .......... .... ......... ......... ......... ......... .................. ...............78
Cityof Renton-Logan Ave.N. Page iii Special Provisions
Stage 2 Lake Washington Trail Project May 2010
8-02 ROADSIDE RESTORATION...... ......... ............................ ......... ......... ............. .78
8-02.3(4)A TOPSOIL TYPE A ........ .................. ......................... .. .......:,. ...............78
8-112.3(7) LAYOUT OF PLANTING....... ... .................. ......... ......... ......... ...............78
8-02.3(6) Soil Amendments... ......... ......
...78
8-02.3(8) PLANTING .. . ....... . ... ... .78
8-02.3(10) Fertilizers.... .. ......... ......... ............................ ......... ....... .. ..............79
8-02.3(17) ROOT BARRIER ......... .......... .......... ................ ......... ......... ...............80
8-02.3(18) Landscape and Irrigation Maintenance Bond........ ..... ... ......... ...............80
8-02.4 MEASUREMENT....................................................................................................... ........... .......... ........ ...............80
8-02.5 PAYMENT....... ......... ......... .......... ....... .................. ......... ......... ...............80
8-03 IRRIGATION SYSTEMS.. .. . ... .. . . .................. .... .80
8-03.1 Description. .. . ... .. ...... ... ...... ......... .80
8-03.2 Materials.......... .................. ..... .... ..................................... ............. ...........80
8-03.3 Construction Requirements............ ......... ............................ ......... ...............81
8-03.3(1) Layout of Irrigation System........ ........... ...... ....... .... .......... ..............82
8-03.3(2) Excavation.. ....... . . ..... .... ........ ............ .......... ...... .83
8-03.3(3) Piping. ............ ...83
8-03.3(3)A Sleeves............... .......... ............................ .................. ......... ...............84
8-03.3(4}Jointing... ................ ....... .......... ........ ......... .................. ........................85
8-03.3(5) Installation.... ..... .... ...... ..... ...... ... .85
8-03.3(6) Electrical Wire Installation.......... :......:. .................... ................: ...._..........
86
8-{13.3(7) Flushing and Testing........ ........; ... .. ....87
8-03.3(8)Adjusting System... .. . ... .88
8-03.3(9)Backfill ......... .................. ......... .... ............................_........... . .....88
8-03.3(10)As Built Plans ................ ......... ......... .......... ........ .......:. ........................88
8-03.3(11) System Operation ......89
8-03.3(14) Irrigation Electrical Service...... ......... .......................... .. ................. ......89
8-03.3(15) Landscape and Irrigation Maintenance Bond ...90
8-03.5 Payment. ......... ......... .................. ............................. ..................................90
8-04 CURBS, GUTTERS, AND SPILLWAYS.... ... ......... ......... ......... ........................90
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways..... ........: ........................90
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL. ........ ......90
8-20.2(1) Equipment List and Drawings............ ......... .......... ........ ......... ..............90
8-20.3(1) General ... ..... . ... .. .91
8-20.3(2) Excavating and Backfilling........................... ......... .......:. ........... ............92
8-20.3(4) Foundations. ... ... . . ....... .... .. .. .. .... ... .95
8-20.3(4)A Foundation Potholing ... . ... .. ... .96
8-20.3(5) Conduit. .. .. ................. . ... .96
8-20.3(6) Junction Boxes............... ...................................... ......... ........................97
8-20.3(8) Wiring.. .. ....... ... .. .. .... .98
8-20.3(9) Bonding, Grounding. ..... . ... .. .98
8-20.3(10) Services Transformer, Intelligent Transportation System Cabinet.....,.....99
8-20.4 Measurement. ......... ...... ... .... .101
8-20.5 Payment......... . .... . ...... .. ... .... ........ .... . .101
City of Renton-Logan Ave.N. Page iv Special Provisions
Stage 2 Lake Washington Trail Project May 2010
8-22 PAVEMENT MARKING, ..... .................. .. .. . ..........102
8-22.1 Description...................................................................................................102
8-22.3(5) Installation Instructions.....................................................I ...... ..........102
8-22.5 Payment.,...................................................................................................103
8-23 TEMPORARY PAVEMENT MARKINGS...........................................................103
8-23.5 Payment ....103
8-30 INCORPORATE ARTWORK.............................................................................103
8-30 Incorporate,Artwork.... ..................... ... .... ......... .......... ........ ...... 103
8-30.1 Description. I................................................................................................103
8-30.5 Payment.......................................................................................................103
SECTION 8-50-CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS. . .............................. ....... ...... .....103
9-03 AGGREGATES.................................................................................................108
9-03.8(2) HMA Test Requirements.........................................................................108
9-03.8(7) HMA Tolerances land Adjustments ...........................................................108
9-03.21(1) General Requirements..........................................................................108
9-14 EROSION CONTROL AND ROADSIDE PLANTING.........................................109
9-14.1(1)A TOPSOIL TYPE A ..................................................................................109
9-14.5(2) QUALITY..... ............109
9-14.8 ROOT BARRIER ..........................................................................................log
9-15 IRRIGATION SYSTEM.......................................................................................110
9-15.1 PIPE, TUBING AND FITTINGS.....................................................................110
9-15.1(2) POLYVINYL CHLORIDE PIPE AND FITTINGS........................................ 110
9-15.3 AUTOMATIC CONTROLLERS...................................................................... ill
9-15.4 IRRIGATION HEADS. ill
9-15.7(2)AUTOM4
�TIC CONTROL VALVES ............................................................ 112
9-15.5 VALVE BOXES AND PROTECTIVE SLEEVES . .......................................... 112
9-15.8 QUICK COUPLING EQUIPMENT.................................................................113
9-15.9 DRAIN VALVES........................................................................................... 113
9-15.11 GROSS CONNECTION CONTROL DEVICE... ...., 114
9-15.17 ELECTRICAL WIRE AND SPLICES ...........................................................114
9-15.20 SWING JOINT ASSEMBLIES..................................................................... 114
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES.................................114
9-23.9 Fly Ash. ... ......... ......... .... . . .. ... ........... 114
9-29 ILLUMINATION, SIGNALS, ELECTRICAL........... ......... ......... ......... ............114
9-29.1 Conduit, Innerduct, and Outerduct.............................................................. 114
9-29.2 Junction Boxes, Cable Vaults and Pull Boxes ............................................. 115
9-291.3 Conductors, Cable...................................................................................... 115
9-29.6 Light and Signal Standards.........................................................................115
9-29.6(1) Steel Light and,Signal Standards............................................................116
9-29.6(5) Foundation Hardware............................................................................. 116
9-29.6(6) Banner Arms. . .................. .....: ................... .. 116
City of Renton-Logan Ave.N. Page v Special Provisions
Stage 2 Lake Washington Trail Project May 2010
9-29.9 Ballast,Transformers ....116
9-29.10 Luminaires... ......... ... ..... .... .... .................. ......... ......... ......... ........... 116
9-29.11(2) Photoelectric Controls.. ............................ ........: ......... .......... ............117
9-29.13(4) Wiring Diagrams. .......: .......... ................. ......... ......... ......... ............. 117
9-29.24(1)_ Painting ...............................:. ....... .................... ......... .......... ............. 117
9-29.24(2) Electrical Circuit Breakers and Contactors........... ........ .......... ............ 118
9-29.25 Amplifier,Transformer, and Terminal Cabinets......... .......: ........: ............. 118
STANDARD PLANS Aprils 13, 2009... . ... . . ..... .... .... ... ..119
City of Renton—Logan Ave.N. Page vi Special Provisions
Stage 2 Lake Washington Trail Pmject May 2010
SPECIAL PROVISIONS
The following Special Provisions,are made a part of this contract and supersede any
conflicting provisions of the 2010 StandardSpecifications for Road, Bridge and Municipal
Construction, and the foregoing Amendments to the Standard Specifications.
Several types of Special Provisions are included in this, contract; General, Region,
Bridges and Structures, and Project Specific. Special Provisions types are differentiated
as follows:
(date) General Special Provision
Notes a revision to a General Special Provision
and also notes a Project Specific Special Provision.
DIVISION 1 GENERAL REQUIREMENTS
1-01 -DEFINITIONS AND TERMS
(September 12, 20018 APWA GSP)
Bid Procedures and Conditions
1-01.3 Definitions
This Section is supplemented with the following:
All references in the;Standard Specifications to the terms "State", "Department of
Transportation", `Washington State Transportation Commission", "Commission",
"Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer"
shall be`revised to read"Contracting Agency".
All references to "State Materials Laboratory" shall be revised to read "Contracting
r Agency designated location".
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.
Additive
A supplemental unit of work-or group of bid items, identified separately in the
proposal, which may, at the discretion of the Contracting Agency, be awarded in
addition to the base bid.
r"
City of Renton-Logan Ave.N. Page 1 Special Provisions
Stage 2,Lake Washington Trail Project May 2010
Alternate`
One of two or more units of work or groups of bid items, identified separately in the
proposal, from which the Contracting Agency may make a choice between different
methods or material of construction for performing the same work.
Contract Documents
See definition for"Contract".
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 go
facilities, or correction or repair remains for the physical completion of the total
contract.
Physical Completion'Date
The day all of the work is physically completed on the project. All documentation
required by the contract and required by law does not necessarily need to be
furnished by the Contractor by this date.'
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, All
documentation required by the contract and required by law must be furnished by
the Contractor before establishment of this date.
Final Acceptance Date
The date on which the Contracting Agency accepts the work as complete.
Notice of Award
The 'written notice from the Contracting Agency to the successful 'bidder
signifying the Contracting Agency's acceptance of the bid.
City of Renton Logan Ave.N. Page 2 Special Provisions
Stage 2 Lake Washington Trail Project May 201'0
'spa
Notf tro i�ro,
The'Wtitt6h notice from the Contracting Agency or,Engineer to the Contractor
authorizing. ,an .. directing the Contractor to proceed with the work and
establishing the date on which the contract time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists,
wheelchairs, and equestrian traffic.
1-01.4 Description of Work
Section 1-01.4 is a new section.
This contract provides for the construction of a joint-use trail along Logan Ave. N.from
N. 3'4 St. to N. a St. The proposed work will include re-channeiization of Logan Ave N.,
installation of a 12 foot wide asphalt concrete tail, concrete curb and gutter, storm
drainage catch basins, V minimum landscape strip, street and trail illumination; and
other work, all in accordance with the attached Contract Plans,:these Contract
Provisions, and the Standard Specifications
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequa#ification of Bidders
Delete this Section and replace it with the following:
1-02.1 Qualificatior►s of Bidder
(March 25, 2009 APWA GSP)
s Bidders must meet the minimum qualifications of RCW 39.04.350(1), as amended:
"Before award of a public works contract, a bidder must meet the following
responsibility,criteria to be considered a responsible bidder and qualified to be
awarded a public works project. The bidder must:
(a) At the time of bid submittal, have a certificate of registration in compliance
with chapter 18.27 RCW;
(b) Have a current state unified business identifier number;
(c) if applicable, have industrial insurance coverage for the bidder's
employees working in Washington as required in Title 51 RCW; an
employment security department number as required in Title 50 RCW;
and a state excise-tax registration number as required in Title 82 RCW;
and
a (d) Not be disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065(3).,,
1-02.12 Public Opening of Proposal
Elate of Opening Bids
r Sealed gids will be received at City Hall.
City of Renton, 1055 Grady Way, Renton, Washington 98055
City,of Renton-Logan Ave.X. Page 3 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The bid opening date for this project is Tuesday June 15, 2010. Bids received will
be publicly opened and read after 1:00 p.m. on this date.
1-02.13 Irregular Proposals
(March 25, 2009 APWA GSP)
Revise item 1 to read:
1. A proposal will be considered irregular and will be rejected if:
a. The Bidder is not prequalified when so reguired;
b. The authorized proposal form furnished by the Contracting Agency is not
used or is altered;
C. The completed 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 Mist, if
applicable, as required in Section 1-02.6;
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;
i. The Bid Proposal does not constitute a definite and unqualified offer to
meet the material terms of the Bid invitation; or
j. More than one propos jl is submi ed for the same project from a Bidder
under the same or different names.
1-02.14 Disqualification of Bidders
dens
(March 25, 2009 APWA GSP)
Delete this Section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory
bidder responsibility criteria in RCW 39.04.350(1), as amended.
As evidence that the Bidder meets the bidder responsibility criteria above, the
apparent two lowest Bidders must submit to the Contracting Agency within 24 hours
of the bid submittal deadline, documentation (sufficient in the sole judgment of the
Contracting Agency) demonstrating compliance with all responsibility criteria. The
Contracting Agency reserves the right to request such documentation from other
Bidders as well, and to request further documentation as needed to assess bidder
responsibility.
City of Renton-Logan Ave.N. Page-4 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
if the,' ontracting :Agency, determines the Bidder does not meet the bidder
responsibility criteria above and is therefore not a responsible Bidder, the
Contracting Agency shalt notify the Bidder in writing, with the reasons for its
determination: If the Bidder disagrees with this determination, it may appeal the
determination within 24 hours of receipt of the Contracting Agency's determination by
presenting its appeal to the Contracting Agency.° The Contracting Agency will
consider the appeal before issuing its final determination. If,the final determination
affirms that the Bidder is not responsible, the Contracting Agency will not execute a
contract with any other Bidder until at least two business days after the Bidder
determined to be not responsible has received the final determination.
1-03 AWARD AND EXECUTION OF CONTRACT
t
1-04 SCOPE OF WORD
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.
1-05 CONTROL OF WORK
,.; 1-05.4 Conformity With and Deviation from Plans and Stakes
Section 1-05.4 is supplemented with the following:
The project calls for Contractor supplied surveying, the Contractor shall provide all
required survey work, including such work as mentioned in Sections 1-05.4, 1-11 and
elsewhere in these specifications as being provided by the Engineer. All costs for this
survey work shall be included in"Contractor Supplied Surveying,"per lump sum.
The Engineer or Contractor supplied surveyor will provide construction stakes and
marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will
perform such work per Section 1-11 The Contractor shall assume full responsibility for
detailed dimensions, elevations, and excavation slopes measured from the Engineer or
Contractor supplied surveyor furnished stakes and marks.
The Contractor shall provide a work site which has been prepared to permit
construction staking to proceed in a safe and orderly manner. The Contractor shall keep
the Engineer or Contractor supplied surveyor informed of staking requirements and
provide at(east 48 hours notice to allow the Engineer or Contractor supplied surveyor
adequate time for setting stakes.
The 'Contractor shall carefully preserve stakes, marks, and other reference points,
includingexisting monumentation, set by Contracting Agency forces. The Contractor
will be carged 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 En ineer's line and grade, will not be
allowed unless the original control points set by the ngineer still exist, or unless other
satisfactory substantiating evidence to prove the error is furnished the Engineer. Three
City of Renton—Logan Ave.N. Page 5 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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 discoveryry, 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 Kook 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'pprovided 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 surve work
required by the Engineer will be deducted from monies due or to become due the
Contractor.
All costs for surveywork required to beperformed b the Contractor shall be included in
the prices bid for e 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.
Section 1-05.4(3) is a new section:
1-05.4(3) Contractor Supplied Surveying
When the contract provides;for Contractor Sup lied Surveying, the Contractor shall
supply the survey work required for the project. fhe 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 1-1.1.
The :Contractor and/or Surveyor shall inform the Engineer in writing of any errors,
discrepancies, and omissions to the plans that prevent the Contractor and/or Surveyor
from .constructingthe project in a manner satisfactory to the Engineer. All errors,
discrepancies, and omissions must be corrected to the satisfaction of the Engineer
before the survey work may be continued.
The Contractor shall coordinate his work with the Surveyor and perform his operations
in a manner to protect all survey stakes from harm. The Contractor shall inform the
Surveyor of the Contractor's intent to remove any survey stakes and/or points before
physically removing them.
The surveyor shall be responsible for maintaining As-Built records for the project. The
Contractor =shall coordinate his operations and assist the Surveyor in maintaining
accurate As-Built records for the project.
City of Renton-Logan Ave.N. Page 6 Special Provisions
Stage 2,Lake Washington Trail Project May 2010
If the Contractor,and Surveyor fail to provide, as directed by the Engineer and/or;,these
plans and specifieat ; aerate As-Built records and other,work the Engineer deems
necessary,, the �n� may :elect to provide at Contractor expense,, a surveyor to
provide fl As-Bu ft:rids and other work as directed-by the Engineer. The Engineer
shall deduct expensesincurred by the Engineer-supplied surveying from moneys owed
to the Contractor.
Payment per Section 1-04.1 for all work and materials required for the full andcomplete
survey work required to complete the project and as-built drawings shall be included in
the lump sum price for"Contractor Supplied Surveying."
Section 1-05.4(4) is a new section:
1-05.4(4) Contractor Provided As-Built Information
It shall be the contractor's 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 locates by centerline
station, offset and elevation each major item of work done under this contract per the
survey standard of Section 1-1.1. 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 contractors 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 surveyors seal and signature certifying its
accuracy.
All costs for as-built work shall be included in the contract item "Contractor Supplied
Surveying,"'lump sum.
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time
specified in a written notice from the Engineer, or fails to perform any part of the work
required by the Contract Documents, the Engineer may correct and remedy such
work as may be identified in the written notice, with Contracting Agency forces or by
such other means as the Contracting Agency may deem necessary.
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
City of Renton—Logan Ave.N. Page 7 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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.
Direct or indirect costs incurred by .the Contracting Agency attributable to correcting
and remedying defective or unauthorized work., or work the Contractor failedor
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.
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
g
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.
1-05.14 Cooperation with Other Contractors
Section 1-05.14 is supplemented as follows:
Contractor shall afford Owner and other contractors working in the area reasonable
opportunity for the introduction and storage of their materials and the execution of their
respective work and shall properly connect and coordinate Contractor's work with
theirs.
Other utilities, districts, agencies, and contractors who may be working within the
project area are:
Puget Sound Energy(gas and electric)
AT&T Broadband
Qwest Communications
City of Renton (water, sewer, transportation)
Soos Creek Water District
Private contractors employed by adjacent property owners
The Contractor shall coordinate with City of Renton on tying into any existing electrical
service cabinet.
The Contractor shall coordinate with King County Metro Transit when working`on this
project in the public right-of-way and when impacting transit routes and/or facilities. The
Contractor shall prepare and submit the appropriate construction notification
documentation for King County Metro Transit and provide copies of such documentation
to the Engineer. The documentation may be found at:
City of Renton-Logan Ave.N. Page 8 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
http://www.! inacounty gQv/transportation/kcdot/MetroTransit/Construction aspx
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
Add the following 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
(October 1, 2005 A WPA GSP)
Add the following new section.
No oral agreement or conversation with any officer, agent, ;or employee of the
L 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:
L (......)
Contractor and subcontractors shall maintain and 'provide to Engineer a Daily Diary
Record of this Work. This Diary will be created by pen entries in a hard-bound diary
book of the type that is commonly available through commercial outlets. The Diary
must contain the Project and Number; if the Diary is in loose-leaf form, this information
must appear on every page. The Diary must be kept and maintained by Contractor's
designated project superintendent(s). Entries must be made on a daily basis and must
accurately represent all of the project activities on each day.
At a minimum, the diary shall show on a daily basis:
1. The day and date.
2. The weather conditions,including changes throughout the day,
3. A complete description of work accomplished during the day with adequate
references to the Plans and Contract Provisions so that the reader can easily and
accurately identify said work in the Plans. Identify location/description of
photographs or videos taken that day.
4. An entry for each and every> changed condition, dispute or potential dispute,
incident, accident, or>occurrence of any nature whatsoever which might affect
Contractor, Owner, or any third party in any manner.
5. Listing of any materials received and stored on-or off-site by Contractor for future
installation, to include the manner of storage and protection of the same.
6. Listing of materials installed during each day.
City of Renton—LoganAve.N. Page 9 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
7. List of all subcontractors working on-site during each day.
8. Listing of the number of Contractor's employees working during each day by
category of employment.
9. Listing of Contractor's equipment working on the site during each day. Idle
equipmenton the site shall be°listed and designated as idle.
10. Notations to explain inspections, testing, stake-out, and all other services
furnished by Owner or other party during each day.
11. Entries to verify the daily (including non-work days) inspection,and,maintenance
of traffic control devices and condition of the traveled roadway surfaces.
Contractor shall not allow any conditions to develop that would be hazardous to
the public.
12. Any other information that serves to give an accurate and complete record of the
nature, quantity,and quality of Contractor's progress on each day.
13. Plan markups showing locations and dimensions of constructed features to be
used by Engineer to produce record drawings.
14. All pages of the diary must be numbered consecutively with no omissions in page
numbers.
15. Each page must be signed and dated by Contractor's official representative on
the project.
rate from the diary book if necessary, to
Contractor may use additional sheets separate ry ry
provide a complete diary record, but they must be signed, dated, and labeled with
project name and number.
It is expressly agreed between Contractor and Owner that the Daily Diary
maintained by Contractor shall be the "Contractor's Book of Original Entry" for
the documentation of any potential claims or disputes that might arise during this
Contract. 'Failure of Contractor to maintain this Diary In the manner described
above will constitute a waiver of any such claims or disputes by Contractor.
l I e
Engineer or other Owners representative on the lob site will a so comp et a Daily
Construction Report.
1-06 CONTROL OF MATERIAL
1-06.2 Buy America
(August 6, 2007)
The major quantities of steel and iron construction material that is. permanently
incorporated into the project shall consist of American-made materials only. Buy
America does not apply to temporary steel items, e.g., temporary sheet piling,
temporary bridges, steel scaffolding and falsework.
The Contractor may utilize minor amounts of foreign steel and iron in this project
provided the cost of the foreign material used does not exceed one-tenth of one
percent of the total contract cost or$2,500.00, whichever is greater.
American-made material is defined as material having all manufacturing processes
occurring domestically. To further define the coverage, a domestic product is a
City of Renton-Logan Ave.N. Page 10 Special Provisions
Stage'2 Lake Washington Trail Project May 2010
manufactured steel material that was produced in one of the 50 States, the District
of Columbia, Puerto Rico, or in the territories and possessions of the United States.<
If domestically produced steel billets or iron ingots are exported outside g p t de of the area
of coverage, as defined above, for any manufacturing process then the resulting
product does not conform to the Buy America requirements. Additionally, products
manufactured domestically from foreign source steel billets or iron ingots do not
conform to the Buy America requirementsbecause the initial melting and mixing of
2
alloys to create the°material occurred in a foreign country.`
Manufacturing begins with the initial melting and mixing, and continues through the
coating stage. Any process which modifies the chemical content, the physical size
or shape, or the final finish is considered a manufacturing process. The processes
include rolling, extruding, machining, bending, grinding, drilling, welding, and
coating. The action of applying a coating to steel or iron is deemed a manufacturing
process. Coating includes epoxy coating, galvanizing, -aluminizing, painting, and
any other coating that protects or enhances the value of steel or iron. Any process
from the original ,reduction from ore to the finished product constitutes `a
manufacturing process for iron.
Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore
and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and
reduced iron ore.
The following are considered to be steel manufacturing processes:
1. ' Production'of steel by any of the following processes;
a. Open hearth furnace.
b. Basic oxygen.
c. Electric furnace.
d. Direct reduction.
2. Rolling, heat treating, and any other similar processing.°
3. ` Fabrication of the products.
a. Spinning wire into cable or strand.
b. Corrugating and rolling into culverts.
c. Shop fabrication.
A certification of materials origin will be required for'any items comprised of, or
containing, steel or iron construction materials prior to such items being
incorporated into the permanent work. The certification`shall be on DOT Form 350-
109EF provided by, the Engineer, or such other form the Contractor chooses,
provided it contains the same information as DOT Form 350-109EF.
2) Statistical Evaluation of Materials for Acceptance
Section 1-06.02(2) is supplemented by adding the following:
City of Renton—Logan Ave.N. Page 1 L Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Unless stated otherwise in the special provisions, statisticalevaluation 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
(October 1, 2005APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation
shall apply.
The Washington State Department of Labor and Industries shaft be the sole and
paramount administrative agency responsible for the administration of the provisions
of the Washington Industrial Safety and Health Act of 1973 (WiSHA).
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, 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 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 Taxes
Section 1-07.2 is supplemented with the following:
(March 13, 1995)
The work on this contract is to be performed upon lands whose ownership obligates the
Contractor to pay Sales Tax. The provisions of Section 1-07.2(1) apply.
-1-07.6 Permits and Licenses
Section 1-07.6 is supplemented as follows:
City of Renton-Logan Ave.N. Page 12 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The permits, easements, and right of entry documents that have been acquired are
available for Inspection and review.
Contractor shall be required to comply with all condtions of the permits, easements,
and'rights of entry, at no additional cost to Owner. Contractor is required to indemnify
Owner from claims on all easements and rights of entry.
All other permits, licenses etc. shall be h
p , the responsibility of Contractor. Contractor
shall comply with the special provisions and requirements of each.
w
Permits, permission under franchises, licenses and bonds of a temporary nature
necessary for and during the prosecution of the work, and inspection fees in connection
therewith shall be secured and paid for by Contractor. If Owner is required to secure
such permits, permission under franchises, licenses and bonds, and pay the fees, the
costs incurred by Owner thereby shall be charged against Contractor and deducted
from any funds otherwise due Contractor.
(March,13, 1995)
No hydraulic permits are required for this project unless.the Contractor's operations
use, divert, obstruct, or change the natural flow or bed of any river or stream, or
utilize any of the waters of the State or materials from gravel or sand bars, or from
stream beds.
1-07.7 Load Limits
Section 1-07.7 is supplemented with the following:
(March 13, 1995)
If the sources of materials provided by the Contractor necessitate hauling over roads
other than State Highways; the Contractor shall, at the Contractor's expense, make
all arrangements for the use of the haul routes.
1-07.9 Wages
General
Section 1-07.9(1) is supplemented with the following:
(February, 11, 2008)
The Federal wage rates incorporated in this contract have been established by the
Secretary of Labor under United States Department of Labor General Decision No.
WA080001.
City of Renton-Logan Ave.N. Page 13 Special Provisions
Stage 2 Lake Washington Trail Project Ma 2010
y
1-07.11 Requirements for Nondiscrimination
Section 1-07.11 is supplemented with the following:
(March 6, 2000)
Requirement for Affirmative Action to Ensure Equal Employment Opportunity
(Executive Order 11246)
1. The Contractor's attention is called to the Equal Opportunity Clause and the
Standard_ Federal Equal Employment Opportunity Construction Contract
Specifications set forth herein.
2. The goals and timetables for minority and female participation set by the Office
of Federal Contract Compliance Programs, expressedin percentage terms for
the Contractor's aggregate work force in each construction craft`and in each
trade on all construction work in the covered area, are as follows: -
Women Statewide
Timetable Goal
Until further notice 6.9%,
Minorities - by Standard Metropolitan Statistical Area(SMSA)
Spokane, WA:
SMSA Counties:
Spokane, WA 2.8
WA Spokane.
Non-SMSA Counties 3.0
WA Adam; WAAsotin; WA Columbia; WA Ferry;WA Garfield; WA
Lincoln, WA Pend Oreille;WA Stevens;WA Whitman:
Richland, WA
SMSA Counties:
Richland Kennewick,WA 5.4
WA Benton;WA Franklin.
Non-SMSA Counties 3.6
WA Walla Walla.
City of Renton-Logan Ave.N. Page 14 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Yakima,,WA:
SMSA Counties:
Yakima, WA 9.7
WA Yakima.
Non-SMSA Counties 7.2
WA Chelan;WA Douglas; WA Grant; WA Kittitas; WA Okanogan.
Seattle,WA:
SMSA Counties:
Seattle Everett,WA 7.2
WA King;WA Snohomish.-
Tacoma, WA 6.2
WA Pierce.
Non-SMSA Counties 6.1
WA Clallam; WA Grays Harbor; WA island; WA Jefferson; WA
K tsa li; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA
Skagit; WA Thurston; WA Whatcom.
Portland, OR:
SMSA Counties:
Portland, OR-WA 4.5
WA Clark.
Non-SMSA Counties 3:8
WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum
These goals are' applicable to each nonexempt Contractor's total :on-site
construction workforce, regardless of whether or not part of that workforce is
performing work on a Federal, or federally assisted project, contract, or
subcontract until further notice. Compliance with these goals and time tables is
enforced by the Office of Federal Contract compliance Programs.
The Contractor`s compliance with the Executive Order and the regulations in 41
tt CFR Part 60-4 shall be based on its implementation of the Equal Opportunity
Clause, specific affirmative action obligations required by the specifications set
forth in 41 CFR 60-43(a), and its efforts to meet the goals. The hours of
minority and female employment and training must be substantially uniform
throughout the length of the contract, in each construction craft and in each
trade, and the Contractor shall make a good faith effort to employ minorities
and women evenly on each of its projects. The transfer of minority or female
employees or trainees from°Contractor to Contractor or from project to project
for the sole purpose of meeting the Contractor's goal shall be a violation of the
contract, the Executive Order and the regulations in 41 CFR Part 60-4.
Compliance with the goals will be measured against the total work hours
performed.
City of Renton—Logan Ave.N. Page 15 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
. The Contractor shall provide written notification to the Engineer within 10
3 p �
working days of award of any construction subcontract in excess of $10,000 or
more that are Federally funded, at any tier for construction work under the
contract resulting from this solicitation. The notification shall hist the name,
address and telephone number of the subcontractor; employer identification
number of the subcontractor; estimated dollar amount of the subcontract;
- estimated starting and completion dates of the subcontract; and the
geographical area in which the contract is to be performed.
4. As used in this Notice, and in the contract resulting from this solicitation, the
Covered Area is as designated herein.
to meat O rtunit Construction Contra
Standard Federal Equal Emp v NM
Specifications(Executive Order 11246)
1. As used in these specifications:
a. Covered Area means the geographical area described in the
solicitation from which this contract resulted;
b. Director means Director, Office of Federal Contract Compliance
Programs, United States Department of Labor, or any person to whom
the Director delegates authority;
c. Employer Identification Number means the Federal Social Security
number used on the Employer's Quarterly Federal Tax Return, U. S.
Treasury Department Form 941;
d. Minority includes:
(1) Black, a person having origins in any of the Black Racial
Groups of Africa.
(2) Hispanic, a fluent Spanish speaking, Spanish surnamed
person of Mexican, Puerto Rican, Cuban, Central American,
South American,or other Spanish origin.
(3) Asian or Pacific Islander, a person having origins in any of
the original peoples of the Pacific rim or the Pacific islands,
the Hawaiian Islands and Samoa.
(4) American Indian or Alaskan Native, a person having,origins
in any of the original peoples of North America, and who
maintain cultural identification through tribal affiliation or
community recognition.
subcontracts 2: Whenever the Contractor,: or :any Subcontractor at any tier, a
p g y physically include in
portion of the work involving an construction trade, it shag
each subcontract in excess of $10,000 the provisions of these .specifications
and the Notice which contains the applicable goals for minority and female
participation and which is set forth in the solicitations from whichthis contract
resulted.
City of Renton-Logan Ave.N. Page 15 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
3. If,the Contractor, is participating (pursuant to:41 CFR 604.5 in a Hometown
Plan.approved by the U.S. Department of Labor in the covered area either
individually -or through an association, its affirmative action obligations on all
work in 'the Mari area (including goals and timetables) "shall be In accordance
with that Plan for those trades which have unions participating in the Plan.
Contractors must be able to demonstrate their participation in and compliance
with the provisions of any such Hometown Plan. Each `Contractor or
Subcontractor participating in an approved Plan is individually required to
comply with its obligations under the EEO clause, and to make a good faith
effort to achieve each goal under the Plan in each trade in which it has
employees. The overall good faith performance by other Contractors or
Subcontractors toward a goal in an approved Plan does not excuse any
covered Contractor'sor Subcontractor's failure to take' good faith effort to
achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards
provided in paragraphs 7a through 7p of this Special Provision, The goals set
forth in the solicitation from which this contract resulted are expressed as
percentages of the total hours of employment and training of .minority and
female utilization the Contractor should reasonably be able to achieve in each
construction trade in which it has employees in the covered area. Covered
construction contractors performing construction work in geographical areas
where they do :not have a federal or federally assisted construction contract
shall apply the minority and female goals established'for the geographical area
,f
where the work is being performed. The Contractor is expected to make
substantially uniform progress in meeting its goals in each craft during the
period specified.
5. Neither,the provisions of any collective bargaining agreement, nor the failure by
a union with whom the Contractor has a collective bargaining agreement, to
refer either minorities-or women shall excuse the Contractor's obligations under
~§ these specifications, Executive Order 11246, or the regulations promulgated
pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be
counted in meeting the goals, such apprentices and trainees must be employed
by the Contractor during the training period, and the Contractor must have
made a commitment to employ the apprentices and trainees at the completion
of their training, subject to the availability of employment opportunities.
Trainees must be trained pursuant to training programs approved by the U.S.
Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal
employment opportunity. The evaluation of the Contractor's compliance with
these specifications shall be based upon its effort to achieve maximum results
from its action. The Contractor shall document these efforts fully, and shall
implement affirmative action steps at least as extensive as the following:
City of Renton—Logan Ave.N. Page 17 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
Contractor's employees are.assigned to work. The Contractor, where
possible, will assign two or more women to each construction project.
The Contractorshall specifically ensure `that all foremen,
superintendents, and other on-site supervisory personnel are aware of
and carry out the ''Contractor's obligation to maintain such a working
environment, with specific attention to minority or female individuals
working at such sites or in such facilities.
b. Establish and maintain a current list of minority and female recruitment
sources, provide written notification to minority and female recruitment
sources and to community organizations when the Contractor or its
unions have employment opportunities available, and maintain a
record of the organizations'responses.
c. Maintain a current file of the names, addresses and telephone
numbers of each minority and female off-the-street applicant and
minority or female referral from a union, a recruitment source or
community organization and of what action was taken with respect to
each such individual. If such individual was sent to the union hiring
hall for referral and was not referred back to the Contractor by the
union or, if referred, not employed by the Contractor, this shall be
documented in the file with the reason therefore, along with whatever
additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union
or unions with which the Contractor has a collective bargaining
agreement has not referred to the Contractor a minority person or
woman sent by the Contractor, or when the Contractor has other
information that the union referral process has impeded the
Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunity and/or participate in training
programs for the area which expressly include minorities and women,
including upgrading programs and apprenticeship and trainee
programs relevant to the Contractor's employment needs, especially
those programs funded or approved by the U.S. Department of Labor.
The Contractor shall provide notice of these programs to the sources
compiled under 7b above.
f. Disseminate the Contractor's EEO_policy by providing notice of the
policy to unions and training programs and requesting their
cooperation in assisting the Contractor in meeting its EEO obligations;
by including it in any policy manual and collective bargaining
agreement; by publicizing it in the company'newspaper, annual report,
etc.; by specific review of the policy with all management personnel
and with all minority and female employees at least once a year; and
by posting the company EEO policy on bulletin boards accessible to
all employees at each location where construction work is performed.
g. Review, at least annually, the company's EEO policy and affirmative
action obligations under these specifications with all employees
having any responsibility for hiring, assignment, layoff, termination or
other employment decisions including specific review of these items
City of Renton-Logan Ave.N. Page 18 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
with on-site supervisory personnel such as Superintendents, Genera)
Foremen, etc., prior to the initiation of construction work at any job
site. A written record shag be made and maintained `identifying the
time and place of these meetings, persons attending, subject matter
discussed and disposition of the subject matter.'
h. - Disseminate the Contractor's EEO policy externally by including it in
any advertising in the news media, specifically including minority and
female news media, and providing written notification to and
discussing the Contractor's EEO policy with other Contractors and
Subcontractors with whom the Contractor does or anticipates doing
business.
i. Direct; its recruitment efforts, both oral and written to minority, female
and community organizations, to schools ;with minority and female
students and to minority and female recruitment and training
organizations serving the Contractor's recruitment area and,
employment needs. Not later than one month prior to the date for the
acceptance of applications for apprenticeship or other training by any
recruitment source, the Contractor shall send written notification to
organizations such as the above, describing the openings, screening
procedures, and tests to be used in the selection process.
j. Encourage present minority a0d female employees to recruit other
minority persons and women and where reasonable, provide after
school, summer and vacation employment to minority and female
youth both on the site and in other areas of a Contractor's work force
k. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60-3.
I. Conduct, at least annually, an inventory and evaluation of all minority
and female personnel for promotional opportunities and encourage
these employees to seek or to prepare for, through appropriate
training, etc., such opportunities.
m. Ensure that seniority practices,job classifications, work assignments
and other personnel practices, do not have a discriminatory effect by
continually monitoring all personnel and employment related activities
to ensure that the EEO policy and the Contractor's obligations under
these specifications are being carried out.
n. Ensure that all facilities and company activities are nonsegregated
except that separate or single-user toilet and necessary changing
facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.`
p. Conduct a review, at least annually, of all supervisors' adherence to
and performance under the Contractor's EEO policies and affirmative
action obligations.
8. Contractors areencouraged to participate in voluntary associations which
assist in fulfilling one more of their affirmative action obligations (7a through
City of Renton-Logan Ave.N. Page 19 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The efforts of a contractor association j
7P) association, contractor-union, contractor-
community,
community, or other similar group of which the Contractor is a member and
participant, may be asserted as fulfilling any one or more of the obligations
under 7a through 7p of this Special Provision provided that the Contractor
actively participates in the group, makes every effort to assure that the group
has a positive impact on the employment of minorities and women in the
industry, ensure that the concrete benefits of the program are reflected in the
Contractor's minority and female work-force participation, makes a good faith
effort to meet its individual goals`and timetables, and can provide access to
documentation which demonstrate the effectiveness of actions taken on behalf
of the Contractor. The obligation to comply, however, is the Contractor's and
failure of such a group to fulfill an obligation shall not be a defense for the
Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been
established. The Contractor, however, is required to provide equal employment i
opportunity and to take affirmative action for all minority groups, both male and
female, and all women, both minority and non-minority. Consequently, the
Contractor may be in violation of the Executive Order if a particular group is
employed in substantially disparate manner"(for example, even though the
Contractor has achieved its goals for women generally, the Contractor may be
in violation of the Executive Order if a specific minority group of women is
underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color, religion,
sex, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm
debarred from Government contracts pursuant to Executive.Order 11246.
N
12. The Contractor shall carry out such sanctions and penalties for violation of
these specifications and of the Equal Opportunity -Clause, including
suspensions, terminations and cancellations of existing subcontracts as may be
imposed or ordered;pursuant to Executive Order 11246, as amended, and its
implementing regulations by the Office of Federal Contract Compliance
Programs. Any Contractor who fails to carry out such sanctions,and penalties
shall be in violation of these specifications and Executive Order 11246, as
amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in paragraph'7 of this Special Provision, so as to achieve
maximum results from its efforts to ensure equal employment opportunity. If the
Contractor fails to comply with the requirements of the Executive Order, the
implementing regulations, or these specifications, the Director shall proceed in
accordance with 41 CFR 60-4.8.
City of Renton—Logan Ave.N. Page 20 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
x
14. The Contractor shall designate a responsible official to monitor all employment
to ment
related activity to ensure that the company EEO policy is being carried out, to
submit reports relating to the provisions hereof as may be required by the
government and to 'keep records. Records shall at least include, for each
employee, their name, address, telephone numbers, construction trade, union
affiliation if, any, employee identification number when assigned, social security
number, race, sex, ;status (e.g., mechanic, apprentice, trainee, helper, or
laborer), dates of changes in status, hours worked per week in the indicated
trade, rate of pay, and locations at which the work was performed. Records
shall be maintained in an easily understandable and retrievable form, however,
to the degree that existing records satisfy this requirement, the Contractors will
not be required to maintain separate records.
15. Nothing herein`provided shall be construed as a limitation upon the application
of other laws which establish different standards of compliance or upon the
application of requirements for the hiring of local or other area residents (e.g.
those under the Public Works Employment Act of 1977 and the Community
Development Block Grant Program).
(January'4,2014)
Disadvantaged Business Enterprise Condition of Award Participation
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to
this contract. This goal is considered a condition of award.
DBE Goals
The Contracting Agency has established a goal'in the amount of:
16%
DBE Eligibility'
Selection of DBEs
DBEs proposed by the bidder shall be listed as DBEs on the current list of
firms certified by the Office of Minority and W©men's Business Enterprises
(OMWBE.)' in absence of being listed, the Contractor may provide written
proof from OMWBE documenting that their,proposed DBEs are currently
certified. A list of firms certified by OMWBE is available from that office
and I on, line through Itheir website
(httpa/www.omwbe.wa.gov/biznetwas/mainmenu,asp) or by telephone at
(360) 704-1181. it shall be the responsibility of the bidder to confirm with
OMWBE that the certification of any proposed DBE firm is current and that
the firm is certified in the North American Industry Classification System
(NAICS) code for the work being proposed. In establishing the certification
status of any subcontractor or supplier, the bidder may rely upon the
website list or upon any written commitments from OMWBE provided that
information is obtained no earlier than 24 hours prior to the time set for bid
submittals.
Proposed firms not meeting the specified requirements at the time fixed for
the opening of bids will not be credited by the Contracting Agency for the
i�
City of Renton—Logan Ave.N. Page 21 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
purpose 9 ur ose of meeting the goals. The amounts committed to a non-certified
firm will not be counted in the evaluation of the bidder's DBE submittal.
In the event that a DBE firm listed is certified at the time of the submission
of the bid, but the listed DBE firm is subsequently determined to be
ineligible prior to execution of the contract, then the contract execution will
proceed and the Contractor will be required to substitute a certified DBE
firm for the same amount or to make a good faith effort to do so,
CountingDBE Participation Toward Meeting the Goal and Substitution
Requirements
When a DBE firm participates in a contract, only the value of the work actually
performed by the DBE will be counted towards the DBE goal.
1. Count the entire amount of the portion of the contract that is
performed by the DBE's own forces, include the cost of supplies and
materials obtained by the DBE for the work of the contract, including
supplies purchased or equipment leased by the OBE (except supplies
and equipment the DBE Subcontractor purchases or leases from the
Prime Contractor or its affiliates, unless the Prime Contractor is also a
DBE). Work performed by a DBE, utilizing resources of the Prime
Contractor or its affiliates will not be counted toward DBE goals. in
very rare situations, a DBE firm may utilize equipment and/or
personnel from a non-DBE firm other than the Prime Contractor or its
affiliates. Should this situation arise, the arrangement must,be short-
term and must have prior written approval from the Contracting
Agency. The arrangement must not erode a DBE firm's ability to
perform a Commercially Useful Function (See discussion of CUF,
below).
2. Count the entire amount of fees or commissions charged by a DBE
firm for providing a bona fide service, such as professional, technical,
consultant, or managerial services, or for providing bonds or
insurance.
3. When a DBE subcontracts part of the work of its contract to another
firm, the value of the subcontracted work may be counted toward the
DBE goal only if the DBE's lower tier Subcontractor is also a DBE.
Work that a DBE subcontracts to a non-DBE firm does not count
toward the DBE goal. The DBE firm may further subcontract to lower
tier DBE subcontractors to the extent specified by section 1-08.1.
4. When a non-DBE subcontractor further subcontracts to a louver-tier
subcontractor or supplier who is a certified DBE, then that portion of
the work further subcontracted may be counted toward the DBE goal,
so long as it' is a distinct clearly defined. portion of the work. of the
subcontract that the 'DBE is, performing in a commercially.useful
function with its own forces.
5. Continue to count the work subcontracted to a decertified DBE firm
after decertification, provided the prime contractor had a subcontract in
City of Renton—Logan Ave.N. Page 22 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
force before the decertification and the prime contractor's actions did
not influence the DBE's decertification.
3 ©BE Prime Contractor
A DBE prime Contractor may only count the work performed with its own forces
and the work ;performed by DBE Subcontractors and DBE suppliers. In the
event that the IBE Primecontractor becomes decertified';during the contract,
for reasons other than graduation from the program, the portion of the work
performed after the:
he decertification will not count toward the goal. If this work is
part of the Condition of Award the prime will be required to meet the Condition
of award and may do so by increasing the dollars and work to another DBE firm
in an amount',equai to that which can not be counted, utilize the dollars
committed/paid to a non-COA DBE who is already on the project, or;make a
good faith effort to do so. If the reason for decertification is for graduation, the
work of the decertified DBE prime contractor may continue to be counted
toward the goal.
Joint Venture
When a DBE performs as a participant in a joint venture, only that portion of the
total dollar value of the contract equal to the distinct, ciearly defined portion of
the work that the DBE performs with its own forces will count toward COA DBE
goal In the event that the DBE Joint Venture contractor becomes decertified
during the contract, for reasons other than graduation from the program, the
portion of the work performed after the decertification will not count toward the
DBE goal. If this work is part of the Condition of Award the Joint Venture will be
Y required to meet the Condition of award and may;do so by increasing the
dollars and work to another DBE firm in an amount equal to that which can not
be counted, utilize the dollars committed/paid to a non-GOA DBE- who is
already on the project, or make a good faith effort to do so. If the reason for
decertification is for graduation the work of the decertified DBE Joint Venture
contractor may continue to be counted toward the goal.
Changes in the Quantity of Work
Owner,initiated Change Orders
In the event the Contracting Agency reduces quantities or deletes work
items that impact a DBE's work and insufficient work remains on the
contract, tare Contracting Agency may relieve the prime contractor from
attainment of that portion of the goal.
Original quantity Under runs
In the event that work committed to a DBE firm as part of the COA, under
runs the original planned quantities and that work is completed according
t to the contract, the contractor shall not be required to substitute work for
the portion of the COA not achieved.
Contractor4nitiated Proposals--General
1. Reductions-,or Deletions
Any reduction or deletion of Condition of Award DBE work that is
E., proposed by the Contractor under this provision shall not be permitted
without the express prior written consent of the Contracting Agency,
City of Renton—Logan Ave.N. : Page 23 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
including concurrence by WSDOT/OEO which shall have the
discretion to deny approval.
The Contractor must notify and obtain written approval from the
contracting agency prior to replacing-a DBE or making any change in
the participation. Approval for replacement will be granted only if it is
demonstrated that the DBE is unable or unwilling to perform. - The
Contractor must make every good faith effort to find another certified
DBE subcontractor to substitute for the original DBE. The good faith
efforts shall be directed at finding another DBE to perforin at least the
same amount of work under the contract as the original DBE, to the
extent needed to meet the contract goal.
Any deviation from the DBE condition-of-award letter or contract
specifications must be approved by Change Order issued by the
Contracting Agency. The Contractor shall notify affected DBEs in
writing of any changes in the scope of work which result In a reduction'
in the dollar amount of condition-of-award to the contract..
In addition to the above requirements for reductions in the Condition of
Awards additional requirements apply to the two cases of Contractor-
Initiated work substitution proposals. Where the contract allows
alternate work methods which serve to delete or create;underruns in
condition of award DBE work, and the Contractor selects that alternate
method or, where the Contractor proposes a substitute work.method
or material that serves to diminish or delete work committed to a DBE
and replace it with other work,then the Contractor must`demonstrate
one of the following:
a. That thel replacement work will be performed by the same
DBE (as long as the DBE is certified in the respective item of
work) in a modification of the Condition of Award agreement;
or
b. That the DBE.is aware that its work will be deleted or will
experience underruns and has agreed Jn writing to the
change. If this occurs, the Contractor shall substitute other
work of equivalent value to a certified QBE or provide
documentation of good faith efforts to do so;or
c. That the DBE is not capable of performing.,the replacement
work or has declined to perform the work at a reasonably
competitive price. If this occurs, the Contractor shall
substitute other work of equivalent value to a certified DBE or
provide documentation of good faith efforts to do so.
2. Additions
As stated above, any change in the condition of award will be
evidenced by a change order. Where the revision includes work
committed to a new DBEsubcontractor, not previously involved in the
City of Renton-Logan Ave.N. Page 24 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
project, then a Request to Sublet shall be submitted in accordance
with.Section 1-08.1.
If the commitment of work is in the form of additional tasks assigned to an
existing subcontractor, then a< new Request to Sublet shallnot be
required. However, the Contractor must document efforts to assure that
the existing DBE subcontractor-is capable. of performing the additional
work and has agreed (in writing) to the change:
v�
Commercially Useful Function
Payments to a DBE firm will count toward DBE goals' only if the DBE is
performing a commercially useful function on the contract.
1. A DBE performs a commercially useful function when it is responsible
for execution of the work of the contract and is carrying out its
responsibilities by actually performing, managing, and supervising the
work .involved. To perform a commercially useful function, the DBE
must also be responsible, with respect to materials and supplies used
on the contract, for negotiating price, determining quality and quantity,
ordering the material, installing (if applicable) and paying for the
material itself.
2. A DBE,,does not perform a commercially useful function if its'role is
limited to that of an extra participant in,a transaction, contract, or
project through which funds are passed in order to obtain the
appearance of DBE participation.
Trucking
Use the following factors in determining whether a DBE trucking company is
performing a commercially useful function:
1. The DBE must be responsible for the management and supervision of
the entire trucking operation for which it is listed on a particular
contract.
2. The DBE must itself own and, with its own workforce, operate at least
one fully licensed, insured, and operational truck used on the contract.
3. The DBE receives credit only for the total value of the transportation
services it provides on the contract using trucks it:owns or leases,
licenses, insures, and operates with drivers it employs.
4. For purposes of this paragraph a lease must indicate that the DBE has
exclusive use of and control over the truck.This does not preclude the
leased,truck from working for others during the term of the lease with
the consent of the DBE, so long as the lease gives the DBE absolute
priority for use of the leased truck. Leased trucks must display the
name and identification number of the DBE.
t
5. The DBE may lease trucks from another DBE firm and may enter an
- agreement with an owner-operator who is certified as'a DBE. The
City of Renton—'Logan Ave.N. Page 25 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
DBE who leases trucks from another DBE or employs a-DBE owner-
operator receives creditfor the total value of the transportation
services the lessee DBE provides on the contract.
6. The DBE may also lease trucks from a non-DBE firm and may enter
an agreement with an owner-operator who is a non-DBE. The DBE
who leases trucks from a non-DBE or employs a non-DBE owner-
operator is entitled-to credit only for the fee or commission it receives
as a result of the lease arrangement. The DBE does not receive
credit for the total value of the transportation services provided by the
lessee, since these services are not provided by a DBE.
7. In any lease or owner-operator situation, as described in paragraphs 5
& 6 above, the following rules shall apply:
• A written lease/rental agreement on all trucks leased or
rented, showing the true ownership and the terms of the
rental must be submitted and approved by the Contracting
Agency prior to the beginning of the work. The agreement
must show the lessor's name, trucks to be leased, and
agreed upon amount or method of payment (hour, ton, or per
load). All Tease agreements shall be for a Tong-term
relationship, rather than for the in*idual project., Does not
apply to owner-operator arrangements.
• Only the vehicle, (not the operator) is leased or rented. Does"
not apply to owner-operator arrangements.
8. In order for DBE project goals to be credited, DBE trucking firms must
be covered by a subcontract or a written agreement approved by the
Contracting Agency prior to performing their portion of the work.
Pa
Expenditures id to other DBEs
P
Expenditures paid to other DBEs for materials or supplies may be counted
toward DBE goals as provided in the following:
Manufacturer
1. Counting
If the materials or supplies are obtained from a DBE manufacturer,
count 100 percent of the cost of the materials or supplies toward DBE
goals.
2. Definition
To be a manufacturer, the firm operates or maintains a factory or
establishment that produces, on the premises, the materials, supplies,
articles, or equipment required under the contract and of the general
character described by the specifications.
3. In order to receive credit as a DBE manufacturer, the firm must have
received an "on-site" review and been approved by WVSDOT-OEO to
City of Renton-Logan Ave.N. Page 26 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
operate as a DBE Manufacturing firm prior to bid opening pe 9 on any
USDOT federally-assisted contract. Use of a DBE manufacturer that
has not received an on-site review and approval by iAlSDO�=0E0
prior, to bid opening will result in the bid' ' being declared non-
responsive. To schedule a review, the manufacturing firm must submit
a written request to WSDOT/OEO and may not receive credit towards
LJ DBE ;parficipation until the completion of the review. Once a firm's
manufacturing process has been approved in writing, it is not
necessary to resubmit the firm for approval unless the manufacturing
L" process has substantially changed. Information on approved
manufacturers (per contract) may be obtained from WSDOT-OEO.
Regular Dealer,
1. Counting
If the materials or supplies are purchased from a DBE regular dealer,
60 percent of the cost of the materials or supplies will count toward
DBE goals.
2. Definition
a) To be a regular dealer, the firm must own, operate or maintain a
store, warehouse, or other establishment in which the materials,
supplies, articles or equipment of the general character described
by the specifications and required under the contract are bought,
kept in stock, and regularly sold or leased to the public in the
usual course of business. It must also be an established, regular
business that engages, as its principal business and under its
f
own name, in the purchase and sale or lease of the products in
question.
b) A person may be a regular dealer in such bulk items asPetroleum
,
products, steel, cement, gravel, stone, or asphalt without owning,
operating, or maintaining a place of business, as provided
elsewhere in this specification, if the person both owns and
operates distribution equipment for the products. Any
supplementing of regular dealers' own distribution equipment
shall be by a long-term lease agreement and not on an ad hoc or
contract-by-contract basis.`
c) Packagers, brokers, manufacturers' representatives, or other
persons who arrange or expedite transactions are not regular
dealers.
3. Regular dealer status isranted on a contract-by-contract basis. To
9 y
obtain regular dealer status, a formal written request must be made by
the interested supplier (potential regular dealer) to WSDOT/OEO.
L OEO must be in receipt of this request at least seven (7) calendar
days prior to bid opening. Included in the request shall be a full
description of the project, type of business operated by the DBE, and
the manner the DBE will operate as a regular dealer on the specific
contract. Rules applicable to regular dealer status are contained in 49
CFR Part 26.55.e.2. Once the request is reviewed by WSDOT-OEO,'-
City of Renton-Logan Ave.N. Page 27 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
the DBE supplier requesting it will be notified in writing whether
regular dealer status was approved. DBE firms that are approved as
regular dealers fora contract (whenever possible) will be listed on the
WSDOT Internet Homepage at: www.wsdot.wa.gov/biz/contaa/prior to
the time of bid opening. In addition, bidders may request confirmation
of the DBE supplier's approval to operate as a regular dealer on a
specific contract by writing the Office of Equal Opportunity,
Washington State 'Department of Transportation, P.O. Box 47314,
Olympia, WA 98504-7314 or by phone at (360) 705-7085. Use of a
supplier that has not received approval as a regular dealer prior to bid
opening will result in the bid being declared nonresponsive. (unless
the contribution of the regular dealer was not necessary to meet the
project goal).
Materials or Supplies Purchased from a DBE
With respect'to.materials or supplies purchased from a DBE who is neither a
manufacturer nor a regular'dealer, the entire amount of fees or commissions
charged for assistance in the procurement of the materials and supplies, or
fees or transportation charges for the delivery of materials or supplies required
on, a job site may be counted toward the goal. No part of the cost of the
materials and supplies themselves may be applied toward DBE goals.
DBE Utilization Certification
To be eligible for award of the contract, the bidder must properly complete and
submit a DBE Utilization Certification which has been made a part of the
bidder's formal bid proposal. The Certification will be used by the Contracting
Agency in determining whether the bidder's bid proposal satisfies the DBE
contract requirements.
For each DBE described in the Certification, the bidder shall state the project
role and work item in which that DBE will participate. A general'description of
the work to be performed by the DBE shall be included. if a DBE will perform`a
partial item of work, the bidder shall also include a dollar amount for each
partial item of work. The bidder shall also include a dollar amount for each
DBE listed in the Certification that will be applied towards meeting or exceeding
the assigned DBE contract goal.
in the event of arithmetic errors in completing the Certification, the amount
listed to be applied towards the goal for each DBE shall govern and the DBE
total shall be adjusted accordingly. The information and :commitments
demonstrated in the Certification shall become a condition of any subsequent
award of a contract to that bidder and the Certification itself shall become a part
of the subsequent contract.
The Contracting Agency shall consider as non-responsive and shall reject any
bid proposal submitted that does not contain a DBE Certification or contains a
DBE Certification that fails to demonstrate that the bidder will meet the DBE
participation requirements in one of the manners permitted by the contract as
described below.
City of Renton Logan Ave.N. Page 28 Special Provisions am
Stage 2 Lake Washington Trail Project May 2010
F
Selection of Successful Bidder/Good Faith Efforts
The successful.bidder shall be selected on the basis of having submitted the
lowest responsive bid, which demonstrates good faith effort to achieve the goal.
Good faith efforts must be provided with the bid proposal. The first step in
demonstrating good faith efforts is to document, through the DBE Utilization
Certification, that the bidder has obtained enough DBE participation to meet or
Lexceed the assigned DBE goal. ` If the bidder is unable to meet the goal as
demonstra#ed above, the bidder shall supplydocumentation in addition to the
DBE Utilization Certification of their good faith efforts to meet the DBE assigned
contract goal. The additional documentation, if required, must be provided with
the bid proposal.
Based upon all of the relevant documentation submitted with the bid, the
Contracting Agency shall determine whether the bidder has made a sufficient
good faith effort to seek DBE participation. The Contracting Agency will make a
fair and reasonable judgment whether a bidder that did not meet the goal made
adequate good faith efforts. The quality, quantity, and intensity of the different
kinds of efforts that the bidder has made will be considered.A determination will
be made whether the efforts employed by the bidder were those that one could
reasonably expect a bidder to take if the bidder were actively and aggressively
trying to obtain DBE participation sufficient to meet the DBE contract goal.
Mere pro forma efforts will not be considered to be good faith efforts to meet
the DBE contract requirements.
The following is a list of types of actions, which will be considered as part of the
bidder's good faith efforts to obtain DBE participation. It is not intended to be a
mandatory checklist, nor is it intended to be exclusive or exhaustive. Other
factors or types of efforts may be relevant in appropriate cases:
L'' 1. Attendance by the bidder at any pre-solicitation orre-bid meetings
p 9
that were scheduled by the Contracting Agency to inform DBEs of
contracting and subcontracting or material supply opportunities
L
available on the project;
2. Contacting local Tribes, Tribal Employment Rights Offices (TERO)
concerning the subcontracting or supply opportunities in sufficient time
to allow the enterprises to participate effectively;
3. Selection by the bidder of specific economically feasible units of the
project to be performed by DBEs in order to increase the likelihood of
participation by DBEs even if the bidder preferred to perform these
work items as the prime contractor;
4. Advertising by the bidder in general circulation, trade association
minority and trade oriented, women focus publications, concerning the
subcontracting or supply opportunities;
5. Providing written notice from the bidder to a reasonable number of
Specific DBEs, identified from the OMWBE Directory of Certified Firms
for the; selected subcontracting or material supply work, in sufficient
time to allow the enterprises to participate effectively;
City of Renton—Logan Ave.N. Page 29 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
6. Follow-up by the bidder of initial solicitations of interest by contacting
the DBEs to determine with certainty whether they were interested.
Documentation of this kind of action may include the information
outlined below:
a. The names, addresses, telephone numbers of DBEs who
were contacted, the dates of initial contact, and whether
initial solicitations of interest were followed-up by contacting
the DBEs to determine with certainty whether the DBEs were
interested;
b. A description of the information provided to the DBEs
regarding the plans, specifications, and estimated quantities
for portions of the work to be performed;
c. Documentation of each DBE contacted but rejected and the
reason(s)for that rejection;
7. Providing, to interested DBEs, adequate information about the plans,
specifications, and requirements for the selected subcontracting or
material supply work;
n not,$. Negotiating in ..good faith with the DBE firms,. and o , without
justifiable reason, rejecting as unsatisfactory, bids that are prepared
by any DBE;
9. Advertising and making efforts to obtain DBE participation that were
reasonably expected to produce a level of participation sufficient to
meet the goal or requirements of the Contracting Agency;
10. Making any other efforts to obtain DBE participation that were
reasonably expected to produce a level of participation sufficient to
meet the goal or requirements of the Contracting Agency;
11. Using the services of minority community organizations, minority
contractor groups, local, state, and federal minority business
assistance 'offices and other organizations identified by,WSDOT and
advocates for disadvantaged, minority, and women businesses that
provide assistance in the recruitment and placement of
disadvantaged, minority, and women business enterprises; and
12. sin DBE Supportive Services b contacting the Office of Minority
2 Using _pp_ y g _ y
and Women's Business Enterprises DBE Supportive Services Offices:
Seattle: 206 553-7356
Tacoma: (253) 680-7393
If, after review of the documentationp rovided in the bidder's proposal, the
Contracting Agency determines that a good faith effort was made to secure
DBE participation, the assigned DBE goal will not be reduced to the bidder's
City of Renton-Logan Ave.N. Page 30 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
partial 900, fitment. However, the bidder will be formally advised in the award
letter-that the,partial commitment will satisfy the terms of the contract and there
will be no adverse effect on the Contractor as a result of the `reduced
attainment.
Should the low and otherwise responsive bidder fail to meet the DBE
participation requirements in one of the manners provided in the proposed
contract,its bid proposal will be rejected as non-responsive and the next lowest
responsive bid accepted unless the Contracting Agency chooses to reject all
bids.
Administrative Reconsideration
1. A bidder has the right to reconsideration in the event its bid has been found
to be nonresponsive due to a failure to make adequate good faith efforts to
meet the ©BE goal requirements of this specification. The bidder must
request reconsideration within five working days of notification of being
nonresponsive or forfeit the right to reconsideration.
2. The Contracting.Agency's decision on reconsideration of the bidders good
faith efforts shall be made by an official who did not take part in the original
determination that the bidder failed to meet the goal or make adequate
good faith efforts to do so.
3. The bidder shall have the opportunity to meet in person withthe official for
the purpose of setting forth the bidder's position:as to why the documents
provided with its bid proposal supported adequate good faith efforts to
meet the DBE contract requirements. The bidder's support for its position
must be based on its` bid submittal. The bidder may provide-further
explanation/clarification of the information and materials in the submittal,
but no new materials-or information will be considered by the official in
reaching a decision on.reconsideration.
4. The official shall send the bidder a written decision on reconsideration,
explaining the basis for the finding as to whether the bidder's bid submittal
supported adequate good faith efforts to meet the DBE contract
i requirements.
The Contracting Agency has been advised that the United States Department
of Transportation will not accept appeals concerning results of the
reconsideration process.
Procedures t3etween Award and Execution
After award of the contract, the successful bidder shall provide the additional
information described"below. A failure to comply shall result in the forfeiture of
the bidder's proposal bond or deposit.
The Contracting Agency will notify the successful bidder of the award of the
contract in writing and will include a request for a further breakdown of the DBE
information. After award and prior to execution of the contract, the bidder shall
submit the following items:
City of Penton-Logan Ave.N. Page 31 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
1 Additional information for all successful DBE's as shown on the DBE
Utilization Certification:
Correct business name, federal employee identification
number (if available), and mailing address.
• List of all bid items assigned to each successful DBE firm,
including unit prices and extensions.
• Description of partial items (if any) to be sublet to each
successful DBE firm specifying the distinct elements of work
under each item to be performed by the DBE and including
the dollar value of the DBE portion.
Total amounts shown for each DBE shall not be less than the amount
shown on the Utilization Certification. This submittal, showing the
DBE work item breakdown, when accepted by the Contracting Agency
and resulting in contract execution, shall become a part of the
contract. A breakdown that does not conform to the DBE Utilization
Certification or that demonstrates a lesser amount of DBE participation
than that included in the Certification will be returned for correction.
The contract will not be executed by the Contracting Agency until a
satisfactory breakdown has been submitted.
(2) A list of all firms who submitted a bid or quote in an attempt to
participate in this project whether they were successful or not. Include
the correct business name, federal employer identification number
(optional) and a mailing address.
The firms identified by the Contractor may be contacted to solicit
general information as follows:
1. age of the firm
2. average of its gross annual receipts over the past three years
Procedures After Execution
Reporting
The Contractor shall submit a "Quarterly Report of Amounts Credited as
DBE Participation" (actual payments) on a quarterly basis for any calendar
quarter in which DBE work is accomplished or upon completion of the
project, as appropriate. The quarterly reports are due on January 20"',
April 20th, July 20th, and October 20" of each year, The dollars reported
will be in accordance with the "Counting DBE Participation". section of
this specification.
In the event that the payments to a DBE have been made by an entity
other than the Prime Contractor (as in the case of a lower--tier
subcontractor or supplier), then the Prime Contractor shall obtain the
quarterly report, including the signed affidavit, from the paying entity and
submit the report to the Contracting Agency.
City of Renton-Logan Ave.N. Page 32 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
.r
t
Damages for Noncompliance
When a Contracfor violates the DBE provisions of the contract,the Contracting
Agency may incur 'damages. These -damages consist of additional
s administrative costs including, but not limited to, the inspection, supervision,
engineering, compliance, and legal staff time and expenses necessary for
investigating, reporting, and correcting violations as well as loss of federal
funding. Damagesattributable to a Contractor's violations of the D13E
provisions may be deducted from progress payments due to the Contractor or
from retainage withheld by the Contracting Agency as all by RCW
60.28.021. Before any money is withheld, the Contractor will be provided with
a notice of the basis of the violations and an opportunity to respond.
The Contracting Agency's decision to recover damages for a DBE violation
does not limit its ability to suspend or revoke the Contractor's pre-qualification
status or seek oth=er rOmedies as allowed by federal or state law. In appropriate
circumstances,the Contracting Agency may also refer the Contractor to state or
federal authorities for additional sanctions.
Required Disadvantaged Business Enterprise'Provisions
The Contractor shall not discriminate on the basis of race, color, national origin,
or sex in the performance of this contract. The Contractor shall carry out
applicable requirements of 49 CFR Part 26 in the award and administration of
contracts, which contain funding assistance from the United States Department
of Transportation. Failure by the Contractor to carry out these requirements is
a material breach of-this contract, which may result in the termination of this
A
contractor such other remedy as the Contracting Agency deems appropriate.
If the Contractor does not comply with any part`of its contract as required under
49 CFR part 26, and/or any other applicable law or regulation regarding DBE,
the Contracting Agency may withhold payment, suspend, or terminate the
contract, and subject the Contractor to civil penalties of up to ten percent of the
amount of the contract for each violation. Iry the case of WSDOT contracts,
repeated violations, exceeding a single violation, may disqualify the Contractor
from further participation in WSDOT contracts for a period of up to three years.
An apparent low,bidder must be in compliance with these'contract provisions
as a condition precedent to the granting of a notice of award by the Contracting
Agency. The Contractor is entitled to request an adjudicative proceeding with
respect to the Contracting Agency's determination of contract violation and
assessed penalties by filing a written application within thirty days of receipt of
notification: The adjudicative proceeding, if requested, will be conducted by an
administrative law-'judge pursuant to the procedures set forth in RCW 34.05
and Chapter 10.08 of the Washington Administrative Code.
Payment
El, Compensation for all costs involved with complying with the conditions of this
specification and any associated DBE requirements is included in payment for the
associated contract items of work.
City of Renton—Logan Ave.N. Page 33 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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.
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, REQUIRE© 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.
1-0811.GR1 Subcontracting
(October 12, 1998)
Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor
shall submit to the-Engineer a certification (WSDOT Form 420-004) that a written
agreement between the Contractor and the subcontractor or between the
subcontractor and any lower `tier subcontractor has been executed. This
certification shallalso guarantee that these'subcontract agreements include all the
documents required by the Special Provision Federal Agency Inspection.
A subcontractor or lower tier subcontractor will not be permitted to perform any work
under the contract until the following documents have been completed and
submitted to the Engineer:
1.' Request to Sublet Work(Form 421-012), and
2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for
Federal-aid Projects (Form 420-004).
The Contractor's records pertaining to the requirements of this Special Provision
shall be open to inspection or`audit by representatives of the Contracting Agency
City of Renton-Logan Ave.N. Page 34 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
during the life of,the contract and for a period of not less than threet
ears after the
o
date of acceptance of the contract. The Contractor shall ret is these records for
that, period. The C ractor shall also guarantee� that �these �records_ of ,all
subcontractors rind 6'Wer tier subcontractors shall be available and open to similar
inspection or audit for the same time period.
{ 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 conditionsshall be constructed while these conditions exist, unless by
special means or precautions acceptable to the engineer, the contractor shall be able to
overcome them.
1-07.15 Temporary Water Pollution/Erosion Control
Section 1-07.15 is supplemented as follows:
For the purpose of providing a common Proposal for all Bidders, the Contracting
Agency has entered an amount for `Temporary Water Pollution/Erosion Control" in the
Proposal to become a part of the total Bid by the Contractor. Payment will be made at
the discretion of Engineer in accordance with Section' 1-09.6 of the Standard
Specifications and these Special Provisions.
1-07.16('1) Private/Public Property
Section 1-07.16(1) is supplemented by adding the following.-
The
ollowing:The Contracting Agency will Iobtain 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.`
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
shalt 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.
City of Renton—Logan Ave.N. Page 35 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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 gored a condition as found. He shall also repair
all existing structures which 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 whioh 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 top soil 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, mail boxes, 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 documentinngg 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.
City of Renton-Logan Ave.N. Page 36 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
1-07.17 Utilities and Similar Facilities
Section 1-07.17 is supplemented by adding:
Existing utilities indicated in the Plans have been plotted from the best information
available to Engineer. Information and data shown or indicated in the Contract
Documents with respect to existing underground utilities or services at or contiguous to
the project site are based on information and data furnished to Owner and Engineer by
owners of such underground facilities or others, and Owner and Engineer do not
assume responsibility for the accuracy or completeness thereof. It is to be understood
that other aboveground or underground facilities not shown in the Plans may be
encountered during the course of the work.
All utility valves, manholes, vaults, or pull boxes which are buried shall be
conspicuously marked in a fashion acceptable to the Owner and Engineer by the
Contractor to allow their location to be determined by the Engineer or utility personnel
under adverse conditions, (inclement weather or darkness).
Where underground main distribution conduits, such as water, gas, sewer, electric
power, or telephone, are shown on the Plans, the Contractor, for the purpose of
preparing his bid, shall assume that every property parcel will be served by a service
connection for each type of utility.
Contractor shall check with the utility companies concerning any possible conflict prior
to commencing excavation in any area. Contractor shall resolve all crossing and
clearance problems with the utility company concerned. No excavation shall begin until
all known facilities, in the vicinity of the excavation area, have been located and
marked.
In addition to Contractor having all utilities field marked before starting work, Contractor
shall have all utilities field marked after they are relocated in conjunction with this
project.
Call Before You Dig
The 48 Hour Locators
1-800-424-5555
811
At least 2 and not more than 10 working days prior to commencing any excavations for
utility potholing or for any other purpose under this Contract, Contractor shall notify the
Underground Utilities Location Center by telephone of the planned excavation and
progress schedule. Contractor is also warned that there may be utilities on the project
that are not part of the One Call system. They must be contacted directly by Contractor
for locations.
Contractor shall make arrangements 48 hours in advance with respective utility owners
to have a representative present when their utility is exposed or modified, if the utility
chooses to do so.
Contractor shall make arrangements two working days in advance with the Engineer to
have a City representative present when their utility is exposed or modified.
City of Renton—Logan Ave.N. Page 37 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Existingutilities for telephone, ower, gas water, and television cable facilities shall be
adjusted or relocated by the appropriate utility company unless otherwise noted in the
Plans. These adjustments may be completed before Contractor begins work, or may
be performed in conjunction with the contract work. Contractor shall be entirely
responsible for coordination with the utility companies and arrangiri9 for the movement
or adjustment, either temporary or permanent, of their facilities within the project limits.
See also Section 1-05.14 of these Special Provisions.
If or when utility conflicts occur, Contractor shall continue the construction process on
other aspects of the project whenever possible. No additional compensation will be
made to Contractor for reason of delay caused by the actions of any utility company
and Contractor shall consider such costs to be incidental to the otheritems ot the
contract.
UtilityPotholin
9
Potholing is included as a bid item for use in determining the location of,existing utilities
in advance of the Contractor's operations. The Contractor shall submit all potholing
requests to the Engineer for approval, at least 2 working days before potholing is
scheduled. Additionally, the Contractor shall provide potholing at Engineer's request.
In no way shall the work described under Utility Potholing relieve Contractor of any of
the responsibilities described in Section 1-07.17 of the Standard` Specifications and
Special Provisions, and elsewhere in the Contract Documents.
Payment
For the purpose of providing a common Proposal for all Bidders, the Contracting
Agency has entered an amount for "Utility Potholing" in the Proposal to become a part
of the total Bid by the Contractor. Payment will be made at the discretion of Engineer in
accordance with Section 1-09.6 of the Standard Specifications and these Special
Provisions.
For the purpose of providing a common Proposal for all Bidders, the Contracting
Agency has entered an amount for "Resolution of Utility Conflicts" in the Proposal to
become a rt of the total Bid by the Contractor. Payment will be made at the
discretion of Engineer in accordance with Section 1-09.6 of the Standard Specifications
and these Special Provisions.
1-07.17(3) Interruption of Services
Section 1-07.17(3) is a new section;
Whenever in the course of the construction operation it becomes necessary to cause an
outage of utilities, it shall be Contractor's responsibility to notify the affected users and
Engineer not less than 48 hours in advance of such-outage. Contractor shall make
reasonable effort to minimize the duration of outages, and shall estimate the length of
time service will be interrupted and so notify the users. In the case of any utility outage
that has exceeded or will exceed four hours, user contact shall again be made.
Temporary service, if needed, will be arranged by Contractor at no cost to Owner.
Overhead lighting outages shall not exceed 24 hours. All cost to Contractor for
providing temporary overhead lighting to meet above requirements shall be incidental to
the various unit and lump"sum items of the Contract; no separate payment will be
made.
City of Renton—Logan Ave.N. Page 38 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
1-07.18 Public Liability arld 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(les) 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 b the Contracting Agency. Insurance shall 'provide
x y y
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 policyeffecting 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.
1-07.1$(2) Coverages
As part of the response to this proposal, the Contractor shall submit a completed City of
Renton Insurance Information form which details specific coverage and limits for this
contract.
All coverage provided by the Contractor shall be in a form and underwritten by a
company acceptable'to the Contracting Agency. The City requires that all insurers:
1. Be licensed to do business within the State of Washington.
2. Coverage:to be on an "occurrence" basis (Professional Liability and Pollution
coverage are acceptable when writtenon a claims-made basis). The City may
also require proof of professional liability coverage be provided for up to two (2)
years after the completion of the project.
3. The City may request a copy of the actual declaration page(s) for each insurance
policy affecting coverage(s) required by the Contract prior to the date work
commences.
4. Possess a minimum A.M. Best rating of AVII (a rating of A XIi or better is
preferred). If any insurance carrier possesses a rating of less than AVII, the City
may make an exception.
The City reserves the right to approve the security of the insurance coverage provided
by the insurance company(ies), terms, conditions, and the Certificate of Insurance.
Failure of the Contractor to fully comply during the term of the contract with these
�i
City of Renton-Logan Ave.N. Page 39 Special Provisions
Stage Lake Washington Trail Project May 2010
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
Contractorshall assess its own risks and if it deems appropriate and/or prudent,
maintain higher limits and/or broader coverage.
Coverage shall include:
A. Commercial General Liability ISO 1993 Form or equivalent. Coverage will be
written on an occurrence basis and include:
• Premises and Operations (including CG2503; General Aggregate to apply per
project, if applicable)
• Explosion, Collapse and Underground Hazards
• Products/Completed Operations
t
• Contractual Liability(including Amendatory Endorsement CG 0043 or equivalent
which includes defense coverage assumed under contract)
• Broad Form Property Damage
Independent Contractors
• Personal/Advertising Injury
• Stop Gap Liability
B. Automobile Liability including all:
• Owned Vehicles
• Non-Owned Vehicles
• Hired Vehicles
C. Workers' Compensation
• Statutory Benefits (Coverage A) - Show Washington Labor& Industries Number
D. Umbrella Liability (when necessary)
Excess of Commercial General Liability and Automobile Liability. Coverage
should be as broad as primary.
E. Professional. Liability - (whenever the work under this Contract includes
Professional Liability, (i.e. architectural, engineering, advertising, or computer
programming) the CONTRACTOR shall maintain professional Lability 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.
F. The Contracting Agency. reserves the right to request and/or re,ulre additional
coverages as may be appropriate based on work performed (i.e. pollution liability).
TContracting gencywill NQ1 exercise its-riaht to request andlor require additions
coverage for 12ollution_liability on this contract.
CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents,
employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent).
The CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance prior to
commencement of work. The City reserves the right to request copies of insurance
policies, if at their sole discretion it is deemed appropriate. Further, all policies of
Insurance described above shall:
Section 1-07.18(2)amended to include sentence with double-unde fined text per Addendum#3.
City of Renton—Logan Ave.N. Page 40 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
r:
A. Be on a primarybasis riot contributory with any other insurance coverage and/or
self-insurance oarried by CITY OF RENTON.
B. Include a.Waiver df$ubro ation Clause.
C. Severability of"fintarest Clause (Cross Liability)
D. Policy may not be non-renewed, canceled or materially changed or altered unless
forty-five (45) days prior written notice is provided to CITY OF RENTON.
Notification shall be provided to CITY OF RENTON by certified mail.
1-07.18(3) Limits
LIMITS REQUIRE©
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! Liabil[fv
General Aggregate* $2,000,000**
Products/Completed Operations $2,000,000,**
Aggregate
Each Occurrence Limit $1,000,000
Personal/Advertising Injury $1,000,000
Fire Damage.(Any One Fire) $50,000
Medical Payments (Any One Person) $5,000
Stop Gap Liability $1,000,000
* General.Aggregate to.apply per project
(ISO Form CG2503 or equivalent
*Amount may vary based on project risk
Au omobile Liability
Bodily Injury/Property Damage $1,000,000
(Each Accident)
Workers'Compgnsatior
LiStatutory Benefits- Coverage A Variable
(Show Washington Labor and Industries Number)
Umbrella Liability
Each Occurrence Limit $1,000,000
General Aggregate Limit $1,000,000
Products/Completed Operations $1,000,000
Aggregate ,
Professional Liability If reouired)
Each Occurrence/ Incident/Claim $1,000,000
Aggregate $2,000,000
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 writing in the event any
general aggregate or other agregate limits are reduced. At their own expense, the
g GTT RR
CONTRA O will reinstate the aggregate to comply with the minimum limits and
requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a
new Certificate of Insurance showing such coverage is in force.
City of Renton—Logan Ave.N. Page 41 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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 following:
1. City of Renton Insurance Information Form (attached herein)without modification.
2. Certificate of insurance (Accord Form 25s or equivalent) conforming to items as
specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above.
Other requirements are as follows:
A. Strike the following or similar wording "This Certificate is issued as a matter
of information only and confers no rights upon the Certificate Holder";
B. Strike the wording regarding cancellation notification to the City: "Failure to
mail such notice shall impose' no obligation or liability of any kind upon the
company, its agents or representatives".
C. Amend the cancellation clause to state: "Policy may not be non-renewed,
canceled or materially changed or altered unless 45 days prior written notice is
provided to the City". Notification shall be provided to the City by certified
mail.
For Professional Liability coverage only, Instead of the cancellation language
specified above, the City will accept a written agreement that the consultant's
broker will provide the required notification.
1-07.22 Use of Explosives
Section 1-07.22 is supplemented by the following:
Explosives shall not be used without specific authority of the Engineer, and then only
under such restrictions as may be required by the proper authorities. Explosives shall
be handled and used in strict compliance with WAC 296-52 and such local laws, rules
and regulations that may apply. The individual in charge of the blasting shall have a
current Washington State Blaster Users License.
The Contractor shall obtain, comply with, and pay for such permits and costs as are
necessary in conjunction with blasting operations. dw
1-07.23 Public Convenience and Safety
(April 2, 2007)
Work Zone Clear Zone
The Work Zone Clear Zone (WZCZ) applies during working and nonworking
hours. The WZCZ applies only to temporary roadside objects introduced by the
Contractor's operations and does not apply to preexisting conditions or
permanent Work. Those work operations that are actively in progress shall be
in accordance with adopted and approved Traffic Control Plans, and other
contract requirements.
During nonworking hours equipment or materials shall not be within the WZCZ
unless they are protected by permanent guardrail or temporary concrete
barrier. The use of temporary concrete barrier shall be permitted,only if the
Engineer approves the installation and location.
City of Renton-Logo Ave.N. Page 42 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
1
iupng. actual hours of work, unless protected as described above, only
rnaterrals absolutely necessary to construction shall be within the WZCZ and
only construction vehicles absolutely necessary to construction stall be Mowed
within the'IWCZ or allowed to stop or park on the shoulder`of the roadway.
The Contractor's nonessential vehicles and employees private vehicles shall
not be permitted to park within the WZCZ at any time unless protectedas ,
described above.
Deviation from the above requirements shall'n
eq of occur unless.the Contractor
has requested the deviation in writing and the Engineer has provided written
approval.
Minimum WZCZ distances are measured from the edge of traveled way and
will be determined as follows:
s
b '
35 mph or less 10
40 mph 15
45 to 55 mph 20
60 mph or greater 30
* or 2 feet beyond the outside edge of sidewalk
Minimum Work Zone Clear Zone Distance
(March 6, 20Q)
Pedestrian Access
The Contractor shall keep all pedestrian routes and access points
(including sidewalks, and crosswalks when located within the project limits)
open and clear at all times unless permitted otherwise by the Engineer in
an approved traffic control plan.
Sidewalk Closures
The Contractor may close sidewalks to perform work associatedwith
construction of trail and widening, as shown in the plans. However, only
one street crossing may be closed at a time, per intersection, leaving the
other three street crossings open to pedestrian traffic.
(NWR Februaty 14, 2005)
Signs and traffic Control Devices
City of Renton-Logan Ave.N. Page 43 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
All signs and traffic control devices for the permitted closures shall only be
g
installed during the specifiedhours. Construction signs, if placed' earlier
than the specified hours of closure, shall be turned or covered so as not to
be visible to motorists.
Hours of Darkness
The Contractor shall, at no additional cost to the Contracting Agency, make
all arrangements for operations during hours of darkness. Flagger stations
shall be illuminated using a minimum 150 watt floodlight.
Lighting used for nighttime work shall, whenever possible, be directed
away from, or shieldedfrom, residences and oncoming traffic.
Lane Closures
Lane closures will be not be permitted from 6:30 am to 8:30 am and from
3:00 prn to 6:00 pm Monday thru Friday.
March fi 2000
(NWR Ma )
Hour Adjustment
If the Engineer determines the permitted closure hours adversely affect
traffic, the Engineer may adjust the hours accordingly. The engineer will
notify the Contractor in writing of any change in the closure hours.
(NWR March 6, 2000)
Advance Notification
The Contractor shall notify the Engineer in writing 2 working days in
advance of any lane closure, sidewalk closure„or both.
1-07.23(l) Construction Under Traffic
s
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 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.
=1hTs
of dust, mud, or unsafe practices and/or property 'damage to private
p will be transmitted to the Contractor and prompt action in correcting them
will be required by the Contractor.
City of Renton-Logan Ave.N. Page 44 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Contractor ,shall rrlaintain the roads during construction in a suitable condition to
mrntrriixe affects to vehicular and pedestrian traffic. All cost to'maintaln the roads shalt
be borne by Contractor.
At least on -w ` r
e ay traffic shall be maintained on all cross-streets within the project limits
during working hours. Cane tone shall be provided in each direction for all streets during
non-working hours.
Contractor shall provide one driveable roadway lane and maintain convenient access
for local and committer 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 commenceIment of construction. This
restriction shall not apply to the paving portion of the construction process.
Contractor shall notify andcoordinate with all property owners and tenants of street
closures, or other restrictions>which may interfere with their access--at least 24 hours
in advance for single-family residential property, and at least 48 hours in advance for
apartments, offices, and commercial property. Contractor shall give a Lcopy of all
notices to Engineer.
When the abutting owners' access across the right-of-way line is to be eliminated and
replaced under the Contract by other access, the existing access shall not be closed
until the replacement access facility is available.
All unattended excavations shall be properly barricaded, and covered at all times.
Contractor shall notopen.an trenches that cannot be completed and refilled that same
day. Trenches shall be paged or covered by a temporary steel plate, at Contractor's
expense, exceptin ,areas where the roadway remains closed to public traffic. Steel
plates must be anchored.
1-07.24 Rights of Way
(October f,2005 APWA GSP)
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 in the Plans. The Contractor's construction activities shall be confined
within these limits, unless arrangements for use of private property are made.
The Contracting Agency has obtained all rights of way and easements, both
permanent and temporary, necessary for carrying out the work.
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 Appendices.
City of Renton—Logan Ave.N. Page 45 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Each property owner shall be given 48 hours notice prior to entry by the Contractor.
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 to 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.
1-08 PROSECCITION ANDPROGRESS
Section 1-08.0 is a new section with;subsection:
1-08.0 Preliminary Matters
1-08.0(1) Preconstruction Conference
The Engineer will furnish the Contractor with up to 5 copies of the Contract"Documents:
Additional documents may be furnished upon request at the cost of reproduction. Prior
to undertaking each part of the Work the Contractor shall carefully study'and compare
the Contract Documents and check and verify pertinent figures shown therein and all
applicable field measurements. The Contractor shall promptly report in writing to the
Engineer any conflict, error or discrepancy which the Contractor may discover.
After the Contract has been executed but prior to the Contractor beginning the Work, a
preconstruction conference will be held
d between the Contractor, the Engineer and such
other`interested parties as may be invited.
The Contractor shall prepare and submit at the preconstruction meeting:
4 Contractor's plan of operation and progress schedule (3+copies)
4 Approval of qualified subcontractors(bring list of subcontractors if different from list
submitted with Bid)
+ List of materials fabricated or manufactured off the project
4 Material sources on the project
4 Names of principal`suppliers
3 Detailed equipment list, including "Rental Rate Blue Book" hourly costs' (both
working and standby rates)
3 Weighted wage rates for all employee classifications anticipated to be used on
Project
+ Cost percentage breakdown for lump sum bid item(s)
3 Shop Drawings (bring preliminary list)
4 Traffic Control Plans (3+copies)
City of Renton Logan Ave.N. Page 46 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
4 Temporary`WAter Pollution/Erosion Control Plan
In addition,the Contractor shall be prepared to address:
Bonds and"insurance
Project meetings-schedule and responsibilities
Provision for inspection for materials from outside sources
Responsibility for locating utilities
Responsibility for damage
EV
Time schedule for relocations, if by other than Contractor
Compliance with Contract Documents
Acceptance and approval of work
Labor compliance,payrolls, certifications
Safety regulations for Contractors'and Owner's employees and representatives
Suspension of work,time extensions
Change order procedures
Progress estimates -procedures for payment
Special requirements of funding agencies
Construction engineering, advance notice of special work
Any interpretation of the Contract Documents requested by Contractor
Any conflicts or omissions in Contract Documents
Any other problems or questions concerning the work
Processing and administration of public complaints
Easements and rights of entry
Other contracts
The franchise utilities may be present at the preconstruction conference, and Contractor
should be prepared for their review and discussion of' progress schedule and
coordination.
1-08.0(2) Hours of Work
(May 25, 2006 APWA CSP)
Add the following new section:
Except in the case of emergency or unless otherwise approved by the Contracting
Agency, the normal; straight time working hours for the contract shall be any
consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. and 8:00 p.m. to 5:00
a.m. of a working day with<a maximum l-hour lunch break and a 5-day workweek.
The normal straight time 8-hour workifig period for the contract shall be established
at the preconstruction conference or prior to the Contractor`commencing the work.
If an r
Cot actor desires to perform work on holidays, Saturdays, Sundays, the
Contractor shall apply in writing to the Engineer for permission to work such times.
Such requests shall be submitted to the Engineer no later than noon on the working
day prior to the day for which the Contractor is requesting permission to work.
City of Renton Logan Ave.N. Page 47 Special Provisions
Stage 2 Take Washington Trail Project May 2010
Permission to work Saturdays, Sundays, holidays or other than the agreed upon
normal straight time working hours Monday through Friday may be given subject to
certain other conditions set forth by the Contracting Agency or Engineer. These
conditions may include but are not limited to: requiring the engineer or such
assistants as the Engineer may deem necessary to be present during the work;
requiring the Contractor to reimburse the Contracting Agency for the costs in excess
of straight-time costs for Contracting Agency employees who worked during such
times, on non Federal aid projects; 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 Contracting
Agency's material testing lab; inspectors; and other Contracting Agency employees
,when in the opinion of the Engineer, such work necessitates their presence.
1-08.1 Subcontracting
Section 1-08.1 is supplemented as follows:
Written requests for change in subcontractors shall be submitted by Contractor to
Engineer at least 7 calendar days prior to start of a subcontractor's work.
Contractor agrees that s/he is fully responsible to Owner for the acts and omissions of
all subcontractors and lower-tier subcontractors, and persons either directly or indirectly
employed by the subcontractors, as well as for the acts and omissions of persons
directly employed by Contractor. Contractor shall be required to give personal attention
to the work that is sublet. Nothing contained in the Contract Documents shall create
any contractual relation between any subcontractor and Owner.
Contractor shall be responsible for making sure all subcontractors submit all required
documentation, forms, etc,
1-08.2 Assignment
The second paragraph of Section 1-08.2 is modified as follows:
Contractor shall not assign any moneys due or to become due to Contractor hereunder
without the prior written consent of Owner. The assignment, if approved, shall be
subject to all setoffs, withholdings, and deductions required by law and the Contract.
1-08.3 Progress Schedule
Section 1-08.3 is supplemented as follows:
The progress schedule for the entire project shall be submitted 7 calendar days prior
to the Preconstruction Conference. The schedule shall be prepared using the critical
path method (CPM), preferably using Microsoft Project or equivalent software. The
schedule shall contain this information, at a minimum:
1. Construction activities, in sufficient detail that all activities necessary to construct
a complete and functional project are considered. Any activity which 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
City of Renton—Logan Ave.N. Page 48 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
indicate the activities which comprise the critical path. For oach activity not on
the gritloal Oa the schedule shall show the float, or slack, time.
2. Procurement'of material and equipment.
L3. Submittals requirin review by Engineer. Submittal by Contractor and review by
Engineer shall be sown as separate activities.
4. Work to be performed by a subcontractor,agent, or any third party.
16
5. Allowances for delays'which could result from normal inclement weather (time
extensions due to inclement weather will not be allowed).
6. Allowances for the time required by utilities (Owner's and others) to locate,
monitor, and adjust their facilities as required.
Engineer may request Contractor to alter the progress , schedule when deemed
necessary in the opinion of Engineer in the interest of public safety and welfare or of
Owner, or for coordination with any other activity of other contractors, the availability of
all or portions of the 'ob site, or special provisions of this Contract, or reasonably
meet the completion dfate of the project. Contractor shall provide such revised schedule
within 10 days of request.
If, at any time, in the opinion of-Enggineer, the Progress of construction falls significantly
behind schedule, Contractor, may be required to submit a plan for Lregaining progress
and a revised schedule indicating how the remaining work items will be completed
within the authorized contracttime.
Contractor shall promptly,report to Engineer any conditions which Contractor feels will
require revision of the schedule and shall promptly submit proposed revisions in the
progress schedule for acceptance by Engineer. When such changes are accepted by
Engineer, the revised schedule shall be followed by Contractor.
Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer
which sets forth specific work to be performed the following week, and a tentative
schedule for the second week.
Failure to Maintain LProgress Schedule. Engineer will check actual progress of the
work against the progress schedule a minimum of two times per month. Failure,
without just cause, to maintain progress in accordance with the approved schedule shall
constitute a breach of Contract. If, through no fault of Contractor, the proposed
construction schedule cannot be met, Engineer will require Contractor to submit a
revised schedule to Engineer for acceptance. The approved revisions will thereafter, in
all respects, apply in lieu of the original schedule.
Failure of Contractor to follow the progress schedule submitted and accepted, including
revisions thereof, shall relieve Owner of any and all responsibility for furnishing an
making available all or any portion of the job site, and will relieve Owner of any
responsibility for delays to Contractor in the performance of the work.
The cost of preparing the progress schedule, any supplementary progress schedules,
and weekly schedules shall be considered incidental to the Contract and no other
compensation shall be made.
1-08.5 Time For Completion
The first five paragraphs of Section 1-08.5 are deleted and replaced with the following:
City of Renton-Logan Ave.N. Page 49 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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, and shall end on the
Contract Completion Date.
A nonworking day is defined as a Saturday, a Sunday, a day on which the contract
specifically suspends work, or one of these holidays: January 1 third Monday of
January, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day
after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday
when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be
a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When
Christmas Day occurs on a Saturday, the two preceding working days shall be
observed as 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 which, from
historical records, is to be expected during the Contract Time, and during which periods,
work is anticipated to be performed. Each successive working day, beginning with the
Notice to Proceed Date and ending with the Physical Completion Date, shall be
charged to the Contract Time as it occurs except a day or part of a day which is
designated a nonworking day or an Engineer determined unworkable day
The Engineer will furnish the Contractor a weekly report showing (1) the number of
working days charged against the Contract Time for the preceding week; (2) the
Contract Time in working days; (3) the number of working days remaining'in the
Contract Time; (4) the number of nonworking days; and (5) any partial or whole days
the Engineer declared unworkable the previous week. This weekly report will be
correlated with the Contractor's current approved progress schedule. If the Contractor
elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of 3"
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.
k
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.
(March 13, 1995)
Section 1-08.5 is supplemented with the following:
This project shall be physically completed within 100 working days.
1-09 MEASUREMENT AND PAYMENT
1-09.1 Measurement of Quantities
Section 1-09.1 is supplemented by adding the following
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Stage 2 Lake Washington Trail Project May 2010
Lump Sum. The petcentage'of lump sum work completed, and payment will be based
an the cost percentage breakdown of the lump sum bid pride(s) submitted at the
preconstruetion 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 unitprice of
labor, materials, and equipment for each item. The summation of the detailed unit
3 prices for each item shall add up to the lump sum bid. The unitpricevalues may be
used as a guideline for determining progress payments or deductions or additions in
payment for ordered work changes.
Cubic Ward Quantities.tt Contractor shall provide truck. trip.tickets for progress
payments only in the following manner. Where items are, specified to be paid by the
cubic yard,.the following tally system shall be used.
All trucks to be employed on this work will be measured to determine the volume of
each truck. Each truck shall be clearly numbered, to the satisfaction of Engineer, and
there shall be no duplication of numbers.
Duplicate tally tickets shall be prepared to accompany each truckload of material
delivered on the project. All tickets received that do not contain` the following
information will not be processed for payment:
1. Truck number
2. Quantity and type of material delivered in cubic yards
3. Drivers name, date and time of delivery
4. Location of delivery, by street and stationing on each street
F. 5. Place for Engineer to acknowledge receipt
6. Pay item number
7. Contract number and/or name
it will be Contractor's responsibility to see that a ticket is ,given to Engineer on the
project for each truckload of material delivered. Pay quantities will be prepared on the
basis of said tally tickets.
Loads will be checked by Engineer to verify quantity shown on ticket.
Quantities by Ton. It will be Contractors responsibility to see that a certified weight
ticket is iven to the Inspector on the project at the time of deliverer of materials for each
g
truckload delivered. Pay quantities will be prepared on the basis of said tally tickets,
delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector
will not be honored for payment.
Each truck shall be clearly numbered to the satisfaction of Engineer and here shall be
no duplication of numbers.
g t .
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)
City of Renton—Logan Ave.N. Page 51 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
4. Net load (stamped weight ed at source)
9
5. Driver's name, date, and time of delivery
6. Location for delivery by street and stationing on each street
7. Place for Engineer to acknowledge receipt
8. Pay item number
9. Contract number and/or name
1-09.3 Scope of Payment
Section 1-09.3 is supplemented by adding the following:
Unless modified otherwise in the Contract Provisions, the Bid Items listed or referenced
in the "Payment" clause of each Section of the Standard Specifications, will be the only
items for which compensation will be made for the Work described in or specified in that
PParticular Section 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 FOR project site, or, if specified in the Special Provisions,
delivered to a designated site. Materials to be "furnished," or "furnished and i4stalled"
under these conditions, shall be the responsibility of the Contractor with regard to
storage until such items are incorporated into the Work or, if such items are not to be
incorporated into the work, delivered to the applicable Contracting Agency storage site
when provided for in the Specifications. Payment for material "furnished," but,not yet
incorporated into the Work, may be made on monthly estimates to the extent allowed.
1-09.6 Force Account
Section 1-09.6 is supplemented as follows:
To provide a common basis for all bidders, Owner has estimated and included in the
Proposal, dollar amounts for all items to be paid per force account. All such dollar
amounts are to become a part of' Contractor's total bid. However, Owner does not
warrant expressly or by implication, that the actual amount of work will correspond with
City of Renton—Logan Ave.N. Page 52 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
those estimates. Payment will be made on the basis of the amount of work actually
authorized in writing by Engineer
1-09.7 Mobilizatibih
Section 1-09.7 is supplemented as follows:
Mobilization shall also include, but not be limited to, 'thefallowing items: site
preparatlon, the movement of Contractor's personnel, equipment, supplies, and
incidentals to the project site; the establishment of an office, buildings, and other
facilities necessary for work on the project; providing sanitary facilities for Contractor's
Lrsonnel;peobtaining permits or licenses required to complete the project not furnished
by Owner;,demobilization and project clean-up.
The Contractor shall provide and maintain up to two, 4' x 8'construction project si ns
as shown in the standard plans section of the contract documents. The Engineer shall
verify in writing the exact field location(s) with the contractor prior'to installation of the
sign(s). All labor, material, and �euipment used #or providingg and maintaining the
construction project si n(s} are in ental to the bid item "Mobilization/Demobilization,
g
Site Preparation and Cleanup."
E, This item shall also includerovidin Engineer and -inspectors s with access to
telephone, facsimile machine, and copy m9 specto machine during all hours Contractor is working
on the jobsite; and a table and chair for their use when needed.
Payment will be made for the following bid item(s):
"Mobilization/Demobilization, Site Preparation and Cleanup,"Lump Sum.
1-09.9 Payments
A Section 1-09.9 is supplemented as follows:
Applications for payment shall be itemized and supported to the extent required by
Engineer by receipts or other vouchers showing payment for materials and labor,
payments to subcontractors, and other such evidence of Contractor's right to payment
as Engineer may direct.
a 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).
1-09.112 Claims
Paragraph's is revised as follows:
Failure to submit with the Final Application for Payment such information and details as
described in this section for any claim shall operate as a waiver, of the claims by the
Contractor as provided in Section 1-09.9.
1-09.13{3)6 Procedures to Pursue Arbitration
Section 1-09.13(3)B is supplemented by adding:
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Stage 2 Lake Washington Trail Project May 2010
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;
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 shalt 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.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.1 General
Section 1-10.1 is supplemented by adding the following;
When the bid proposal includes an item for `Temporary 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 stern is in the bid
proposal to specifically pay for this work.
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 adirected by the engineer and delivering
to the City Shops or storing and reinstalling as directed by the Engineer.
7. Preparing a traffic control pian 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.
City of Renton-Logan Ave.N. Page 54 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
9. Assuarnga the all.traveled portions of roadways are Open to traffic during peak
tra#fjc prosa.,m. to 8:30 a.m., and 3:.0bp.rn. to 800 p,mi, or as,
specs ed in the special'provisions or as directed by the Engineer.
10. Ptornptly.,re# i n or covering all nonapplicable signs during periods when they
are not needed.
if no bid item "Temporary 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 channelizi evi
ng d ccs,
pieces of equipment, or services whichcould not be usually anticipated by a prudent
contractor for the maintenance and protection of traffic, there 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 ecial 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. Ine event of disputes, the
Engineer will determine what is usually anticipated by a prudent contractor. The cost
for these items will beby agreed price, price established by the Engineer, or by force
account. Additional items required as a result of the contractor's modification to the
traffic control plan(s) appearing in the contract shall not be covered by the provisions in
this paragraph.
If the total cost of all the work under the contract increases or decreases by more than
25 percent, an equitable adjustment will be considered for the item 'Temporary Traffic
Control"to address the increase or decrease.
Traffic control and maintenance for the safety of the traveling public on this project shall
be the sole responsibility of Contractor and all methods and equipment used will be
subject to the approval of Owner.
Traffic control devices and their use shall conform to.City of Renton standards and the
Manual on Uniform Traffic Control Devices.
Contractor shall not proceed with any construction until proper traffic control has been
provided to the satisfaction of. Engineer. Any days lost due to improper traffic control
will be charged against Contractors allowable contract time, and shall not be the cause
for a claim for extra days to complete the Work.
1-10.2 Traffic Control Management
1-1©.12
{ ) Description
(May 25, 2046 AAWA GSP)
Revise the third paragraph,to read:
The Contractor shall provide all signs and other traffic control devices. 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
City of Renton—Logan Ave.N. Page 55 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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.
1-10.2(1) General
(December 1, 2008)
Section 1-10.2(1) is supplemented with the following:
Only training with WSDOT TCS card and WSDOT training ,curriculum is
recognized in the State of Washington. The Traffic Control Supervisor shall be
certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, WA 98346
(360) 297-3035
EvergreenSafety Council
401 Pontius Ave. N.
Seattle,WA 98109
1-800-521-0778 or
(206) 382-4090
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 1`00
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540)368-1701
Traffic Control Plans
Section 1-10.2(2) is supplemented with the following:
The Standard "K" Traffic Control Pians contained in these Contract`Provisions
are for general guidelines only. The Contractor shall submit to the°Engineer for
approval four (4) copies of the traffic control plans that she/he intends to use fppr
any traffic control that he/she will use on the project to include pedestrian and
bike movements. The Contractor shall submit these plans at the Preconstruction
Conference. No traffic and or sidewalk control plan shall be. used without prior
approval. No traffic revisions, or interference with traffic, will be allowed without a
traffic control plan. If, in the opinion of the Engineer, additional traffic control is
required to protect the
City of Renton-Logan Ave.N. Page 56 Special Provisions
Stage 2 Lake Washington Trail Project May 2610
i
Workers, or the public, work in the affected area shah stop until,an approvedP lan
is .prepared and proper traffic control is provided. Such actions shall not be a
cause for extension of contract time.
If the nature of work requires a different kind of traffic control plan than the one
approved, a revised set of traffic control plans shall be submitted for approval.
Contractor must submit the revised Plan in writing to Engineer at least 5 days "
before starting the'affected work.
1-10.3 Traffic Control Labor, Procedures and 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.
Barricadesshall be reflectorized as specified in Part VI of the MUTCD and shall be 3M
diamond grade or equivalent approved by Engineer. Barricades shall also be equipped
with flashers:
1-10.3(3)A Construction Signs
Section 1-10.3(3)A paragraph 1 is revised as follows:
All 'signs required by the approved traffic control plan(s) as well as any other
appropriate signs prescribed by the Engineer, or required to conform to established
y
standards, will be furnished by the Contractor.
Section 1-10.3(3)A 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:
4 No specific unit of measurement will apply to the lump sum item of `Temporary Traffic
Control".
No adjustment in the lump sum bid amount will be made for overtime work or for use of
relief flaggers.
1-10.5 Payment
Section 1-10.5 is replaced with:
Payment for all labor, materials, and equipment described in Section 1-10 will be made
in accordance with Section 1-04.1, for the following bid items when included in the
proposal:
{
City of Renton—Logan Ave.N. Page 57 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
'Temporary Traffic Control," lump sum.
The lump sum contract price shall be full pay for all costs not covered by other specific
pay items in the bid proposal for preparing and submittal for approval traffic control
plans, furnishing, installing, maintaining, and removing traffic control devices required
y the contract and as directed by the Engineer in conformance with accepted
standards and in such a manner as to maximize safety, and minimize disruption and
inconvenience to the public.
Progress payment for the lump sum item "Temporary Traffic Control" will be made as
follows:
1. When initial warning signs for the beginning of the project and the end of
construction signs are installed and approved by the Engineer, 30 percent of the
amount bid for the item will be paid.
2. Payment#or the remaining 70 percent of the amount bid for the item will be paid
on a prorated basis in accordance with the total job progress as determined by
progress payments.
The item`Temporary Traffic Control" will be considered for an equitable adjustment per
Section 1-04.6 only when the total contract price increases or decreases by more than
25 percent.
The Lump Sum contract price shall be full pay for all costs involved in furnishing the
pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car
operation. Any necessary flaggers will be paid under the item for traffic control.
The Lump Sum contract price shall'be full pay for all costs for the labor provided for
performing those construction operations described in Section 1-10,.3(1) and as
authorized by the Engineer.
price hall be full a for all costs for performing the work
The Lump Sum contract p e s pay p �
described in Section 1-10.3(3) and Section 1-10.3(4). This payment will include all
labor, equipment, and vehicles necessary for the initial acquisition, the initial installation
of Class A signs, and ultimate return of all Contracting Agency-furnished signs
The Lump Sum contract price shall be full pay for all costs involved when a person
performs the duties described in Section 1-10.2(1)B including when performing traffic
control labor duties.
The Lump Sum contract price shall be full pay for all costs involved in furnishing the
vehicle or vehicles for the work described in Sections 1-10.2(1)B and 1-10.3(2).
1-11 RENT©N SURVEYING STANDARDS
The following is a new section with new subsections:
1-11.1(1) Responsibility for surreys
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.
City of Renton-Logan Ave.N. Page 58 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
All surveys and curve' reports shall be prepared in accordant -w4h-#lie requirements
established by the Board of Registration for Professional Engineers and Land
#z
Surveyors under the provisions of Chapter 18.43 RCW.
1-11.1(2) Sur veyQatum, and Precision
The horizontal component of all surveys shall have as its coordinate base: The North
American Datum of 1983/91.
All 'horizontal control for projects must be referenced to or in conjunction with a
minimum of two of the City of Renton's Survey Control Network monuments. The
source of the coordinate values used will be shown on the survey drawing per RCW
58.09.070.
The horizontal component of all surveys shall meet or exceed the closure'
y 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
E, Requirements for ALTAIACSM Land Title Surveys jointly established and adopted by
ALTA and ACSM in 1992 or comparable classiication 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 (east 1 part in 50,004 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 Techniquesdated 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 3400 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 bench marks 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.
El 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.
City of Renton—Logan Ave.N. Page 59 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Eve int located or set shall be identified by a number and a description.< Point
numbers shall be unique within a complete job. The preferred method of point
numbering is field notebook, page and point set on that page. Example: The first point
set or found on page 16 of field book 348 would be identified as Point No. 34$.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
Comer
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 comer'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 comer 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
comers; 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 tot
corners.
1-11.1(6) "Control or Base Line Survey
Control or*Base tine Surveys shall be established for all construction protects 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 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.
City of Renton-Logan Ave.N. Page 60 Special provisions
Stage 2 Lake Washington Trail Project May 2010
If recording is not req "red, the survey drawing shall be prepared an 22 inch by 34 inch
mylar, and the anginal or a photographic mylar thereof will be "
Renton. submitted to the City of
E
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 thepoint number designation (corresponding
with that in the field notes), a brief description of the point, and northing, easting, and
elevation (if applicable) values, all in ASCII format, on IBM PC compatible media.
1-11.1(7) Precision Levels
Vertical Surveys for the:establishment of bench marks shall satisfy all applicable
requirements of Sections 1-05 and 1-11.1.
Vertical surveys for the establishment of bench marks shall meet or exceed the
standards, specifications and procedures of third order elevation accuracy established
by the Federal Geodetic Control Committee.
Bench marks must possess both permanence and vertical stability. Descriptions of
bench marks must be complete to insure both recoverability and positive identification
on recovery.
1-11.1(8) Radial and Statlon—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 ai least two directions
for each point and with misclosure of the circuit not to exceed 0.1 feet.
1-11.1(10) Station—Offset To
pography
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.
City of Renton—Logan Ave.N. Page 61 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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-builtiing" surveyor is therefore
required.
All "as-built"surreys 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 stomped 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 Sect-ton ( ) 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 Section 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 Section 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 comers shall be
shown or described on the face of the plat or survey of record, e. ., "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 Section 1-11.1(5), shall meet the requirements.
of Section 1-11.2(2) herein. if the monument falls within a paved portiorf of,a right of
way,or other area, the monument shalt be set below the ground surface and contained
within a ridded 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.
For all non comer monuments set while under contract to the City of Renton or as art
of a City of Renton approved subdivision of property, a City of Renton Monument Gard
(furnished by the city) identifying the monument; point of intersection (PI), point of
tangency (PT), point of curvature (PC), one-sixteenth corner, Plat monument street
Intersection; etc., complete with a description of the monument, a minimum of two
reference points and NAD 83/91 coordinates and NAVD 88 elevation shall be filled out
and filed with the city.
1-11.2 Materials
-11.^(1) Property/Lot Corners
Corners per Section 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
City of Renton Logan Ave.N. Page 62 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
permanently marked or
p Y 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 Section 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, GRUMBiNG, AND ROADSIDE CLEANUP
2-01.1 Description
Section 2-01.1 is supplemented as follows:
E61"
(......)
The limits of clearing anis rubbing construction limits) shall be defined as being the
gg
construction limit lines as shiown (in the Plans. Where, in the opinion of theEngineer,
Lo any trees abutting or adfadont 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 grubbin limits.shall be left undamaged by
g
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 wLithin the construction"limits that they wish to save. The
Contractor shall give property owners 10 days' written notice prior to removing
landscaping materials and private signs. All landscaping materials and signs 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,
E, 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:
L; (......)
The Contractor shall dispose of all debris by Disposal Method No. 2-Waste Site.
E" 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 Pians, including removing trees and shrubbery and
private signs where shown in the Plans and directed by the Engineer.
City of Renton—Logan Ave.N. Page 63 Special Provisions
Stage 2 Lake Washington Trill Project May 2010
2-02 'REMOVAL OF STRUCTURE AND OBSTRUCTIONS
2-02.3 Construction Requirements
Section 2-02,3 is supplemented by adding.
Remove completely all existing improvements and facilities as shown on the Plans and
as re uired for construction of the new facilities. Also remove obstructions encountered
including, but not limited to, tree roots, stumps,,miscellaneous structures, and debris of
all types. Except as specified elsewhere or as shown on the Plans, upon tbeir'r+emovat
the structures and obstructions, except for items specified to be salvaged, shall become
the property of the Contractor and the Contractor shall dispose of them In a manner
meeting ail requirements federal, state, county, and local laws and regulations.
Where existing pipe below new pipe must be 'removed to construct the new pipe,
backfill the resulting over-excavation with material specified for pipe bedding in
Section 2-09, Structure Excavation.
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
Section 2-02.3(3) is revised and supplemented as follows:
Item "i is revised as follows:
In removing pavement, sidewalks, driveways, curbs, and gutters, 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.
Asphalt Concrete Pavement Removal
Where shown on the plans and as directed by the Engineer, the Contractor shall
remove existing pavement irrespective to the type of material encountered.
Prior to removai, the Contractor shall make a vertical cut the full depth of the,pavement
to delineate the areas of pavement`removal from those areas of pavement to remain.
m property of the'Contractor.and shall be
: The removed pavement shalt become the p pe y
removed from the project.
i the pavement to remain due to the Contractor's
Damage caused #o portions of
operafion, shall be repaired by the Contractor at the Contractors expense and to the
satisfaction of the Engineer.
Removal shall be conducted in such a manner to' prevent damage to adjacent
pavement, sidewalk or gutter that is to remain. The Contractor shall replace all
City of Renton-Lagan Ave.N. Page 64 Special Provisions
Stage 2 Lake Washington Trail Project may 2010
pavements sidewalk,,curl.and gutter to remain that is damaged due to the Contractor's
operation,to the satisfaction of the Engineer at no cost to the City,The Contractor shall
dispose of all rernioued`concrete and asphalt pavement, curb & utter, and sidewalk off
the project site,,These shall not be incorporated into he proposed roadway
section.
Curb and Gutter Removal
Where shown on the plansand as directed by the Engineer, the Contractor shall
remove existing cement concrete curb and gutter.
Curb shall be removed to an existing joint. The removed curb shall become the property
of the Contractor and shall be,removed from the project.
Damage caused to portions of the curb to remain, due to the Contractor's operation,
shall be repaired by the Contractor at the Contractor`s expense and to the satisfaction
of the Engineer.
Sidewalk
Removal.
Where shown on the plans and as directed by the Engineer, the Contractor shall
remove existing cement concrete sidewalk. The removal of cement concrete sidewalk is
not considered to be within the "roadway excavation limits and will be paid for
separately. Prior to removal, the Contractor shall make a vertical saw cut the full depth
of the sidewalk to delineate the areas of sidewalk removal from those areas of sidewalk
to remain. The saw cut shalt occur at an existing scoreline or 'an expansion joint.
The removed sidewalk shall become the property of the Contractor and shall be
removed from the project.
Dama.ge caused to portions: of the sidewalk to remain, due to the Contractor's
operation, shall be repaired by the Contractor at the Contractor's expense and to the
satisfaction of the Engineer.
Remove Existing Steel Sidewalk Cover
Where shown on the plans and as directed by the Engineer, the Contractor shall
carefully remove the existing steel sidewalk cover. The sidewalk cover shall be
carefully disconnected from the sidewalk and power source, and delivered to Boeing for
storage. Some disassembly'may be required to facilitate delivery to Boeing. The
contractor shall be responsible to repair damage to the sidewalk cover caused by
L? disassembly and delivery.
2-62.3(4) Sawcut Existing Pavement
The Contractor shall be responsible for ensuring that special precautions are
undertaken s6that in accordance with Department of Ecology guidelines;no concrete
(asphalt or cement) or concrete by-products are discharged .into any storm drain or
surface water. Cutting operations will increase the pH of water, therefore filtering is not
acceptable.
Thoroughly clean saw cuts where necessary by the use of high pressure water (1,400
psi or greater). All wastewater shall be collected using vacuuming and/or;pumped into
City of Renton—Logan Ave.N. Page 65 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
containers for disposal. Disposal may be to soil or other porous surface away from
P p y
storm drains.
Impervious surfaces contaminated from cutting operations shall be cleaned by
sweepers to prevent contaminants from entering storm systems.
Collecting and disposal of wasted water shall be considered incidental to and included
in the various bid items involved with the operation.
2-02.3(5) Salvage
. rates covers and other material value removed from the ro'ect shall
Casings, frames, g , 1
P
be carefully salvaged and delivered to the City of Renton Transportation ;Maintenance
and Operations Section in good condition. The Engineer will identify salvageable
materials.
2-02.4 Measurement
Section 2-02.4 is supplemented by adding;
Sawcut existing pavement 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.
Measurement for removal of cementconcrete sidewalk shall include the area of existing
driveway within the removal area
2-02.5 Payment
Section 2-02.5 is supplemented by adding:
"Sawcut", per linear foot
"Sidewalk Removal", per square yard.
"Curb Gutter Removal", per linear foot.
"Asphalt Concrete Pavement Removal," per square yard.
"Remove Existing Steel Sidewalk Cover,"lump sum.
removal n disposal of structures and obstructions including
All costs related to the emo al a d osal p g
saw cutting, excavation, backfilling and temporary asphalt shall be considered
incidental to and included in other items unless designated as specific bld'items in the
proposal. If pavements, sidewalks, curbs, or gutters 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 as follows:
City of Renton-Logan Ave.N. Page 66 Special Provisions
Stage Lake Washington Trail Project May 2010
Roadway excavation shall include the removal of all materials excavated from within the
limits shown on the plans. 8-0—able exravWed FnateFial shall be used 4*i
G�e�2 ,
Earthwork quantities and changes will be computed, either manually or by means of
electronic data processintq 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 Pians,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 comp with the
grades shown on the Plans. In filled and backfilled areas, fine gradings all 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 andutters 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 su4rade 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 v
p e exca ated native sods 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.
2-03.4 Measurement
Section 2-03.4 is supplemented as follows:
2 Section 2-03.3 edited by crossing out sentence in first paragraph per Addendum#3
City of Renton—Logan Ave.N. Page 67 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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 the truck number,
time and date, and be approved by the Engineer.
2-03.5 Payment
Section 2-03.5 is supplemented as follows.
Payment for embankment compaction will not be made as a separate item. All costs for
embankment compaction shall be included in other bid items involved. Payment will be
made incidental to the following bid items when they are included in the Proposal:
"Roadway Excavation Including Haul," Per Cubic Yard
"Gravel Borrow Including Haul," Per Ton
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 as follows:
Su rade preparation and maintenance including watering shall be considered as
inciddental to the construction and all costs thereof shall be included in the appropriate
unit or lump sum contract bid prices.
City of Renton-Logan Ave.N. Page 68 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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Sampling lin of MMA for non-statistical'evaluation will be as discussed in WSDOT
Standard Specifications for Road, Bridge, and Municipal Construction, 2010
edition, section 5-04.3(8)A, sections 3 through 6.
Commercial evaluation will be used for Commercial HMA and other classes of
HMA as allowed by the contract. Commercial HMA may be used for amounts of
HMAless than 2500 tons in any application. Testing beyond that specified in 5-
04.3(7) A, item 3 for Commercial HMA will be at the discretion of the engineer.
Anti-strip additive, where required, will be verified and documented by the
engineer.
2. Aggregates. The acceptance criteria for aggregate properties of sand
equivalent, voids in mineral aggregate (VMA), fracture and gradation willl be their
conformance to the requirements of Section 9-03:8(2) the Standard Specification,
2W edition,
5-04.3(8)A, Acceptance Sampling and Testing-HMA Mixture
Item 4, second paragraph is deleted.
5-04.3(8) A, Acceptance Sampling and Testing HMA Mixture
Item 7 is deleted.
5-04.5(1)A price Adjustments for Quality of HMA Mixture
Section is deleted and replaced with:
Statistical analysis of quality of gradation and asphalt content will be performed based on
Section 1-06:2 using the following price adjustment factors:•
Table of Price Adjustment Factors
Constituent Factor 1
All aggregate passing: 1 1/2", 1", 3/d',
1/2", 3/8"and No. 4 sieves 2
All aggregate passing No. 8 15
All aggregate passing No. 200 sieve 20
Asphalt binder 52
Items 1-3 are deleted and replaced with:
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. Nonstatistical `Evaluation. Each lot of HMA produced under
Nonsiatisieal 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 mare constituents
City of Renton Logan Ave.N. Page 70 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
fall outside the nonstatistical 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 nonstatistical tolerance limits will be
used in the calculation of the CPF and the maximum CPF shall be 1.00.
When less than three sublots exist, backup samples of the existing
sublots or samples from the street shall be tested to provide a minimum of
fi 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 appropriateCPF.` The commercial
tolerance` limits will be used in the calculation of the CPF and the
maximum CPF shall be 1.00. When fess 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 (NCMF) will be
determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by
60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product
of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of
the mix.
If a constituent is:not measured in accordance with these Specifications, its individual
pay factor will be considered 1.00 in calculating the composite pay factor.
5-04.5(1) B Price Adjustments for Quality of HMA Compaction
Section is deleted and replaced with:
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 NCCF, the quantity of HMA in the lot
in tons and the unit contract price per ton of the mix:
5-05 CEMENTCONCRETE CRE. E P AVEMENT
5-05.3(1) Construction Requirements
Section 5-05.3(1) is amended to include the following:
Cement Concrete Class 4000 shall be used for Cement Concrete Pavement.
City of Renton—Logan Ave.N. Page 71 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
7-04 STORM SEWERS
7-04.2 Material
Section 7-04.2 is supplemented with the following:
Materials for ductile iron pipe, special class 52, storm pipe 12-inch diameter shall meet
the requirements of Section 9-30.1(1) of the Standard Specifications."
7-04.4 Measurement
The first paragraph of Section 7-04.4 is revised as follows:
The length of storm sewer pipe will be the number of linear >feet of completed
installation measured along the invert and will include the length through elbows, tees,
and fittings. The number of linear feet will be measured from the center of manhole or
from the center of catch basin to center of catch basins and similar type structures.
7-04.5 Payment
Section 7-04.5 is supplemented with the following:
"Storm Sewer Pipe In. Diam.",per linear foot
The unit contract rice per linear foot for storm sewer pipe of the kind and size specified
t
shall be full pay for all ork to complete the installation,including adjustment of inverts
to manholes. Gravel backfill for pipe bedding, trench excavation, and trench backfill
shall be considered incidental to the pipe and no additional payment shall be made.
Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental
to and included in the unit contract prices for other items.
Abandonment and plugging of pipe shall be included in the lump sum contract price;for
"Removal of Structure and Obstruction". No separate payment will be made.
7-05 MANHOLES, INLETS, AND CATCH BASINS
7-05.3 Construction Requirements
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.
Where shown on the Plans 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. Where shown on the Plans the existing cast iron ring
and cover on manholes and the catch basin frame and grate shall be removed or
replaced with a new rectangular frame and solid locking cover or rectangular frame and
City of Renton—Logan Ave.N. Page 72 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
grate. From that point, the existing structure shall be raised or lowered to the required
elevation.
The Contractors, construct manholes so as`to proVrcle 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 BR219, SP
Page B074, 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 a proximate,)� el ht
inches below the subgrade'and covered with a temporary wood cover. E .19+g
manholes shall be cut off and covered in a similar manner., The contractor shah
carefully reference each manhole so that they may be easily found upon completion of
the street work. Aterplaclrig the gravel or crushed stone surfacing, the manholes and
manhole castings shati 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
'a
manhole shall then . be brought to proper grade utilizing the same methods of
-construction as for-the-manhole itself. The cast iron frame shall be placed on the
concrete blocks and wedged up to the desired grade. The asphalt concrete pavement
shall be cut and removed to a neat circle, the diameter of which shall be equal to the
outside diameter of the cast iron frame plus two feet. The base materials and crushed
rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall
be placed so that the entire volume of the excavation is replaced up to within but not to
exceed 2 inches of the finished pavement surface. On the day following placement of
the concrete, the edge of the asphalt concrete pavement, and the outer edge.of the
casting shall be painted with hot asphalt cement-Asphalt Class G concrete shalt then
be placed and compacted Lwith hand tampers and a patching roller. The complete,patch
shall match the existing paved surface for texture, density, and uniformity of grade. The
'oint between the patch and the existing pavement shall then be carefully painted with
of asphalt cement or asphalt emulsion and shall be immediately covered with dy
IL paving sand before the asphalt cement solidifies. The inside throat of the manhole shall
16 be thoroughly mortared and plastered.
Adiustment 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,ad)`ustment of the top of the inlet will be performed in similar manner
to the above for.manholes. 'On,asphalt concrete paving projects using curbb and gutter
section; that portion taf the cast iron frame not embedded �n the gutter section shall be
solidly embedded in concrete also.The concrete shall extend a minimum of six`inches
beyond the edge of the casting and shall be left 2 inches below the-top of the frame so
that thwearingcourse of asphalt concrete pavement will butt the cast iron frame. The
City of Renton—Logan Ave.N. Page 73 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
existingg
concrete pavement and edge of the casting shall be inted with -hot asphalt
cement. Adjustments in the inlet structure shall be-constructed in the same manner and
of the same material as that required for new inlets. The inside of the inlets shall be
mortared and plastered.
Monuments and cast iron frame and cover: Monuments and monument castings shall
be adjusted to grade in the same manner as for manholes.
Valve box castings: Adjustments of valve box castings-shall be made'in the same
manner as for manholes.
7-05.3(3) Connections to Existing Manholes
section 7-05.3(3)is supplemented by adding the following:
Where shown on the plans, new drain,pipes shall be connected to existingline, catch
basin, curb.inlets;and/or manholes. The contractor,shall be required to core dol! into
the structure, shape the new pipe,to fit and regrout 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 rechanneled 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 a existing line. No
"connection to existing" will be accepted at the location of new installation, relocation
and adjustment of line manholes, catch basins or curb inlets.
Any damage to existing ppipe or structure that is to remain in place resulting from the
ations sF�
Contractors operall be repaired or replaced at his own expense.
The unit bid price per each shall be full compensation for all labor, materials and
equipment required.
7-05.3(5) Adjusting Existing Utilities to Grade
Section 7-05.3(1) is added as follows:
Where shown in the Plans or where directed by the Engineer, existing Junction boxes,
vault risers, meter boxes, shall be adjusted to the finished grade-.,or otherwise
designated by the Engineer.
7-05.4 Measurement
Section 7-05.4 is revised and supplemented as follows:
Adjustments of new drainage structures and miscellaneous items that are part of the
construction project shall be considered incidental to the unit contract price of the new
item and no further compensation shall be made.
City of Renton—Logan Ave.N. Page 74 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Adjustment tf- rsW liructures and miscellaneous items such. s`valve boxes shall be
measur t by "A u t Existing Utility to Grade,"per each, which shall be full pay for all
labor and materials i6cludo all concrete for the completedadjustment in accordance
with Section 7-05.8(1)a sridthe City of Renton Standard details:
7-05.5 Payment
Section 7-05.5 is supplemented as follows:
EJ` "Adjust Utility (Water Valve Box)," per each.
"Relocate Utility(Junction Box), per each.
"Adjust Utility(Storm Chain Manhole)," per each.
"Adjust Utility(Water Meter),"per each.
The unit contract price per each for the above items shall be full pay for all costs
necessary to make the adjustment including restoration of adjacent areas in a manner
acceptable to the Engineer.
The pay item "Relocate Utility Junction Box)," per each includes labor, materials, and
equipment required to ensure the existing functionality of each box is restored and is
considered incidental and no additional payment will be made:
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
Lcost should be included in tbe:cost of the adjustment of the utilities.
_7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-.00,3(1)C_ 86d-ding the Pipe_T
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 wails of the pipe.
Hand compaction of the bedding materials under the pipe haunches will be required.
Hand corny action 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(2)A Survey Line and Grade
Section 7-08.3(2)A is replaced with:
4
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.
r
City of Renton-Logan Ave.N. Page 75 Special Provisions
Stage 2 Lake Washington Trait Project May 2010
The Contractor shall transfer line andrade into the trench where they shall be carried
by means of a laser beam using 50 font minimum intervals for grade staking. Any other
procedure shall have the written approval of the Engineer.
7-08.3(2)8 Pipe Laying—General
Section 7-08.3(2)B is supplementedby adding the following:
Checking of the invert elevation of the pipe may be made b calculations from
measurements on the top of the pipe, or by looking for ponding or1/2" or less; which
indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a
larger size,`pipes) shall be laid by matching the (eight-tenths) flow elevation, unless
o#herwlse approved by the Engineer.
shall be carefully handled and protected against damage, impact
All pipe, fittings, etc. y p 9 9 pa
shocks, and free fall All pipe handling equipment shall be accede 'to the
ENGINEER. Pipe shall not be placed directly on rough ground but shall be supported
in a manner which will protect the pipe a ainst 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 inti the pipe line shall be closed with water tight
expandable type sewer plugs at the end of each day's operation or whenever,the pipe
openings are left unattended. The use of burlap,wood, or other similar temporary plugs
will not be permitted.
Where necessary to raise or__lower the pie due tp unforeseen obstru ons or o#her
causes, the ENGINEER may change the allgnment and/or the grade. 1=xcept fir:ehprt
runs which may be permitted by the ENG19EER, pipes shall be laid,uphill on grades
exceeding 10 percent. Pipe which is laid on a downhill grade shall be blocked and held
in place until sufficient support is furnished by the following pipe to prevent movement.
Unless otherwise required, all pipe shall be laid straight between the changes in
alignment and at uniform grade between changes in grade. For concrete pipes with
eiliptical reinforcement,the pipe shall be placed with the minor axis of the reinforcement
in a vertical position.
Immediately after the pipe joints has been made, proper gasket placement shall be
checked with a feeler gage as approved by the pipe manufacturer to verify proper
gasket placement.
7-083(2)E Rubber Gasketed Joints
Section 7-08.3(2)E is supplemented as follows:
Care shallbe 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.
City of Renton Logan Ave.N. Page 76 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
7-08.3(2)H Sewer line Connections
Section 7-04.3(2)H'is supplemented by adding the following:
All connections not occurring ata 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. Wheri the existing main is constructed of vitrified clay, plain or
reinforced concrete, cast or ductile iron pipe,the existing main shall be core drilled.
Connections (unless booted connections have been provided for to existing concrete
manholes shall be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM
C-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or
use a conical type flexible seal equal to kore-N-Seal. PVC pipe connection shall consist
of tee, nipple and couplers as approved by the Engineer.
.E 7-08.3(2)J Placing PUC Pipe
Section 7-08.3(2)) 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.
7-08.5 Payment
Section 7-08.5 is replaced with:
(******)
All costs associated with furnishing, installing, and compacting bedding and backfill
material within the pipe zonein 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.
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 B, shall be considered incidental to the pipe and no
further compensation shall be made.
7-14.3(7) Replace Fire Hydrant
Section 7-14.3(7) is an added new section:
City of Renton-Logan Ave.N. Page 77 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
ll new fire hydrant only were shown on the
The Contractor shall .furnish and install a y y
plans. The associated piping and valves shall remain in place.
7-14.5 Payment
Section 7-08.5 is supplemented by adding the following:
"Replace Fire Hydrant', per each
8-02 ROADSIDE RESTORATION
8-02.3(4)A TOPSOIL TYPE A
Section 8-02.3(4)A is supplemented with the following:
Topsoil Type A shall conform to Section 9-14.1(1)Topsoil Type A
Topsoil Type A shall be installed in the locations shown and at the depths noted on the
Plans and Details.The Contractor shall be responsible for verifying the subgrade prior to
placing and compacting the topsoil.
&02.3(7) LAYOUT OF PLANTING
Section 8-02.3(7) is revised as follows:
The first paragraph is replaced with the following:
The Contractor shall take the perimeter of all planting areas for approval by the Engineer
prior to any installation activities. The City Forester shall mark all new tree locations
prior to installation. The Contractor shall notify the City two weeks prior to tree delivery
for tree placement coordination.
8-02.3(6)Soil Amendments
Section 8-02.3(6) is supplemented with the following;
Organic Compost:
Provide three inches (two inches compacted depth) of compost per six inches of
specified topsoil depth. Mushroom compost, sludge/compost blend,and/or aged fir bark
mulch shall satisfy organic requirements. Compost shall be from non-farm''animal
sources, nor from sources containing redwood/cedar products.
8-02.3(8) PLANTING
Section 8-02.3(8) is supplemented with the following:
The City will select the street; trees directly at the supplier's location prior to delivery.
(nursery or grower location). If located outside of Washington State the Contractor shall
City of Renton-Logan Ave.N. Page 78 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
provide photo(s) for each tree and contact information for the supplier. The Contractor
shall notifythe'City four'weeks prior to tree delivery for plant selection coordination:
All street trees included in this '
roect shall p � a conform to the Street Tree Grade quality
and condition requirements stated in section 9-14,5(2) OUALITY.
8-02.3(10) Fertilizers
Section 8-02.3(10) is supplemented with the following:
Complete fertilizer with trace elements, 8 percent sulfur, and a minimumof 50 percent
slow release nitrogen Fertilizer shall be: "Agro-Deluxe Nursery" 10-15-20 at 50 pounds
per 1,000 square feet, or 10 yards of organic compost; or "!:illy-Miller-Pro Ornamental"
14-18-12 at 50 pounds per 1,500 square feet, or 15 yards of organic compost; or ,
"Grace Sierra High N",24-4-6 at 50 pounds per 2,000 square feet, or 15 yards of organic
compost.
Section 8-02,3(16)A is supplemented with the following:
Grass seed, using the stated proprietary mixture shall be applied at the rate of 8lbs
k;
pound per 1000 square feet.-
Apply the following mix to all areas shown on the pians to receive "Seeded Lawn
Installation":
Low Grow Seed Mix
Grass seed, of the foll6wing composition, proportion, and quality shall be applied on
all areas requiring "Seeded Lawn installation" as shown in the Plans:
Kind and Variety of Seed in Mixture /o By
Botanical Name Common Name Weight
Lolium perenne L. Dwarf Perennial Rye 40%
Festuca rubra Creeping Red Fescue 40%
Festuca breuipila Hard Fescue 20%
Sufficient quantities of fertilizer shall be applied to supply the following amounts of
nutrients:
Total Nitrogen as N-5%
Available Phosphoric Acid as P2O5-4%
Soluble Potash as K2O-3%
The fertilizer formulation
and application.rate shall be approved by the Engineer before
use.
City of Renton—Kogan Ave.N. Page 79 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Mulching
Seeding mulch shall be applied at a rate of 1/2 pound per square yard.
8-02.3(17) ROOT BARRIER
Section 8-02.3(17) new section:
The root barrier material shall conform to section 9-14.8
The contractor shall install root barrier where indicated on the Plans. Installation of the
root barriershall follow the written instructions or procedures outlined by the
manufacturer for the specific type of root barrier.
The contractor shall adhere to the requirements of Section 1-07.16(2) VEGETATION
PROTECTION AND RESTORATION when installing root barrier adjacent to existing
trees to remain.
8-02.3(18) Landscape and Irrigation Maintenance Bond
Section 8-02.3(17) is an added new section:8
The contractor will be required to furnish a Landscape and Irrigation Maintenance Bond
upon completion of landscape and irrigation work that will be for 2 years and be set at
15%of the construction costs for PSIPE plantings and Irrigation system complete.
8-02.4 MEASUREMENT
Section.8-02.4 is supplemented with the following:
`Root Barrier'will be measured by the linear foot.
8-02.5 PAYMENT
Section 8-02.5 is supplemented with the following:
"Root Barrier", per linear foot.
8-03 IRRIGATION SYSTEMS
8-03.1 Description
Section 8-03.1 is supplemented with the following:
This work shall include new irrigation systems, repair and/or restoration of existing
irrigation systems impacted by the work.
8-03.2 Materials
Section 8-03.2 is supplemented with the following:
City of;Renton-Logan Ave.N. Page 80 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Comply with requirements of authority with jurisdiction for irrigation systems.
Listing/Approval :Stamp, .Label, or Other Marking: On. equipment, specialties, and
accessories made to specked standards.
Listing and Labefn : Equipment,-specialties, and accessories that are fisted and labeled.
The Terms"Listed"and"Labeled": As defined in"National ElectricalCode,"Article 100.
Listing and Labeling ' Agency Qualifications: A "Nationally Recognized Testing
Laboratory" (NRTL)as defined in OSHA Regulation 1910.7,
Product Options: Irrigation system piping, specialties, and accessories are based on
specific types, manufacturers, and models indicated Components with equal
performance characteristics produced by other manufacturers may be considered,
provided deviations in dimensions, operation, and other characteristics do not change
design concept or intended performance as judged by the Engineer. The burden of proof
of product equality is orrthe Contractor.
8-03.3 Construction Requirements
Section 8-03.3 is supplemented with the following:
Investigate and verify available water supply, water pressure and flow characteristics.
Perform site investigation, research public utility records, and verify existing utility
locations. Verify that irrigation system piping may be installed in compliance with
original design and referenced standards. Notify the engineer of any site or utility
discrepancies immediately upon discovery.
Instaft Qualifications: Engage an experienced Installer who has completed irrigation
systems similar in material, design, and extent to that indicated for Project that have
resulted in construction with a record of successful in-service performance.
Components and Installation:;Capable of producing piping systems with the following
minimum working pressure ratings except where indicated otherwise.
Pressure/Mainline Piping: 200 psig (1380 kPa).
Circuit/Lateral and Drain Piping: 200 psig (1380 kPa).
Irri ation
q Submittals
Submit the following cut sheets and product information to the Engineer for acceptance
30 days prior to beginning irrigation work.
Product data including pressure rating, rated capacity, settings, and electrical data of
` selected models for the following:
City of Renton—Logan Ave.N. Page 81 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Valves, including general-duty, underground, manual and automatic control, and quick
coupler types, and valve boxes.
1. Sprinkler assemblies including bodies, nozzles, check valves, emitters,
drip tubes and devices.
2. Triple swing joint riser assemblies.
3. Controls, including controller wiring diagrams.
4. Wiring.
Submit an Operating and Maintenance Manual upon final acceptance of the irrigation
system. Maintenance data for presentation in the"Operating and Maintenance Manual":
1. Automatic control valves.
2. Sprinkler Assemblies.
3. Controllers
4. Record Documents, see As-Built Plans Section 8-03.3(10) for final documents
5. Update record drawings daily.
6. Make record drawings available in Irrigation Contractor's job site office for access
at all times.
Deliver extra materials to Owner after irrigation warrantee period has been completed.
9
Furnish extra materials matching products installed as described below. Package them
with protective covering for storage and label clearly describing contents. a<
1. Quick Coupling Valves: Furnish quantity of units equal to 10 percent of amount of
each size installed.
2. Sprinkler Assemblies: furnish- quantity of units, including bodies and nozzles,
equal to 10 percent of amount of each type installed.
3. Triple Swing Joint Riser Assemblies: Furnish quantity of assemblies equal to 10
percent.
4. Emitters, Drip Tube, and Devices: Furnish quantity of units equal to 10 percent of
amount of each type installed.
5. Valve Access Keys: Furnish (1) tee handle key for curb stop at water meter, (1)
key handle to operate ball isolation valves and (1) key to operate remote control
valve adjustment.
6. Quick-Coupler Operating Keys: Furnish (2) Quick coupler key assemblies fitted
with hose swivel and gate valve, and (1) Quick coupler key to be utilized for
"Winterization Blowout."
8-03.3(1) Layout of Irrigation System
Section 8-03.3(1) is supplemented with the following:
General Locations and Arrangements: Drawings indicate general location and
arrangement of piping systems. Indicated locations and arrangements were used to size
pipe and calculate friction loss, and in other design considerations. Install piping as
City of Renton—Logan Ave.N. Page 82 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
indicated, except where deviations to layout are approved on coordination�iran s.. Do
not install any valves;,backflow preventers or Pressure Piping outside of g
p ng property lines.
The Contractor shall stake head locations with 1 x 2
x 1'2 inch wood stakes or
new/straight wire stakes with colored flags attached ;`and apply lime lines or.painted
lines indicating piping layout on ground for approval by the Engineer prior to trenching.
8-03.3(2) Excavation
Section 8-03.3(2) is revised'as follows::
The first paragraph is replaced'with the following:
All mainline pipe shall be installed in`trenches sufficiently wide to permit tamping tools for
backfilling alongside both sides of the pipe. The pipe shall be laid on stable soil with the
trench bottom evenly grad±ed,,Ledge'rock, boulders and large;stones shall be removed to
provide no contact with the pipe, Excavations remaining from-the removal of large rocks
shall be refilled and compacted with select material.
8-03.3(3)Piping
Section 8-03.3(3) is revised as follows:
The first paragraph is replaced with the following:
Minimum Depth: Provide following minimum cover over top of buried piping:
1. Pressure Piping Minimum depth of 24 inches,(600 mm),up to 30 inches
(750mm) below finished grade, or not less than 18 inches (460 mm) below
average local frost depth.
2-- Circu{t Piping 12--inehe (300 mm) minimum-up to-t-6-inches (400-mm).----------
3.
400 mm). --3. Drain Piping: 12 inches (300 mm) minimum.
4. Sleeves:24 inches (600 mm) minimum, 30 inches maximum (750 mm)
Tunneling: Install pipe under streets or other obstructions that cannot be
disturbed, by tunneling, boring, or jacking,
Install piping under sidewalks and paving in sleeves.
All pipes shall have a 12-inch minimum separation from sidewalks; curbs, walls, and
fences. Parallel pipes shall have 3-inch minimum separation. All PVC pipe installed
under areas to be paved shall be placed in irrigation sleeving. Pipe depths shall be as
follows:
Install pressure 1 mainline piping at a uniform slope of 6 inches per 100 feet (1:200)'
minimum, down to dram points.' Drain valves are required on pressure piping at all {ow
points ,on the system. Indicate locations by dimension from fixed objects on Record
v Documents. install circuittlateral piping to specified cover depths paralleling finish grade.
profile. System will be winterized by displacing water with compressed air. Drain valves
are not required on circuit lateral piping unless specifically noted on drawings.
City of Renton—Logan Ave.N. Page 83 Special Provisions'
Stage 2 Lake Washington Trail Project May 2010
Install components having pressure rating equal to or greater than system operating
pressure.
Install piping free of sags and bends.
Locate groups of pipes parallel to each other, spaced to permit valve servicing.
Installfittin9 s for changes in direction and branch connections.
9
Install unions, in piping 2 inches (50 mm) and smaller, adjacent to each valve and at final
connection to each piece of equipment having 2-inch(50 mm) or smaller threaded pipe
connection:
Install dielectric fittings to connect piping of dissimilar metals.
Lay piping on solid sub-base, free of rocks larger than 2 inches in diameter and/or any
sharp edged objects,uniformly sloped without humps or depression$.
Install polyvinyl chloride (PVC) Plasticpipe in dry weather when tem erature is above 40
deg. F (4 deg. C). Allow'joints to cure at least 24 hours at temperature above 40'deg. F
(4 deg. C) before testing, unless otherwise recommended by manufacturer.
©rain Pockets: Excavate to sizes indicated. Backfill with cleaned'gravel or,crushed
stone, graded from 7/8 inch (16 mm) to 1/4 inch (6 mm) minimum, drain material to 12
inches-000--mm) below-grade:Cover-drain-material--with-sheet of-Mirafi-14 IVf+iter fabric
or equal and backfill remainder with excavated material`.
8-03.3(3)A Sleeves
Section 8-03.3(3)A is new section as follows:
Piping sleeve diameter shall be a minimum of two (2) times the diameter of the interior
pipe or 6-inches whichever is larger.
In areas where length of sleeve exceeds 20-feet use Schedule 40, PVC plastic pipe with
ASTM' D 2466, Schedule 40, PVC plastic, socket type fittings, and solvent-cemented
joints.
Provide separate sleeves for each pipe.
Provide one additional 4-inch sleeve for future use at each sleeve location. Mark both
ends with buried rebar.
City of Renton—Logan Ave.N. Page 84 Special Provisions
Stage 2 Lake Washington Trail.Project May 2010
Sleeves shall be extended" a minimum of 12 inches beyond-the edge of curbs, walks,
walls and/or other paved surfaces. 'Cap and identify,sleeve ends. Plug ends of sleeves
around insert piping with Jibeiglass insulation material to prevent soil from entering ends.
The Contractor ,shall ensure that all sleeving is installed prior to paving or other
hardscape,is complete, lfi.lt"is determined that all sleeving was not installed prior to
paving, the irrigation piping shall be placed in a steel casing and jacked under the
pavement. All costs"for"jacking operations shall be the responsibility of the Contractor
and no additional compensation shall be allowed.
8-03.3(4)Jointing
Section 8-03.3(4) is supplemented with the following:
All PVC pipe fittings shall be solvent weld type except where swing joints, risers, etc.
require threaded fittings. All threaded fittings shall conform to standards of ASTM D
2466 (Schedule 80).
No PVC pipe shall be threaded or connected to a threaded fitting without an adapter.
Connect pipe using two-'step solvent weld process.
Do not move or handle,pipe for a minimum of 15 minutes while solvent welds are curing.
No water shall be permitted in pipe until a period of at least 10 hours has elapsed for
solvent weld setting and curing. The joints shall be allowed to cure at least 24 hours
before pressure is applied to.the system.,
Dissimilar Materials Piping;ioints Construct joints usirtg7 adapters-that are--compatible --------
with both piping materials, outside diameters, and system working pressure.
8-03.3(6)Installation
Section 8-03.3(5) is replaced with the following:
Piping: The` material type for `the pipe and fittings from the water meter or,service
connection through the cross connection control device shall be copper type K or brass.
Pipe and fittings for the lateral piping and sleeving shall be Class 200 PVC pipe. Pipe
and fittings for the Mainline piping shall be Schedule 40 PVC pipe. PVC pipe and fittings
at automatic control valves, quick coupler valves, shut-off valves, and drain valves shall
be Schedule 40 PVC.
Irrigation Heads: Final position of turf and shrub heads shall be between '/2-inch and 1-
inch above finished grade measured from the top of the sprinkler. Shrub heads shall be
placed on 12-inch pop-up risers.
Automatic Controllers: The contractor shall install Automatic irrigation Controllers and
enclosures where< shown on the plans. The location for the irrigation controller
City of Renton—Logan Ave.N. Page 85 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
r
enclosures must be staked and approved. prior to installation. Install controllers
according to manufacturer's written instructions and as indicated.
t m
Valve. Boxes: Contractor to provide and install valve boxes for the au o atic control
valves, quick coupler valves, manual drain valves, and manual gate valves. Install all
valve boxes flush.with finished grade.
1. All valve boxes to be placed in shrub planting beds only. Valve boxes placed in
lawn areas'or within paved surfaces shall be relocated by the Contractor at no
expense to the owner.
2. Set boxes square to each other and in relation to other elements such as curbs,
walks and buildings. Valve boxes shall have a one cubic foot minimum cleaned
gravel or crushed stone, graded from 7/8 inch (16 mm) maximum to 114 inch
(6 mm).
3. Valve bonnet packings and bolts shall be checked and tightened.
4. Provide sufficient room to service all,equipment.: Wrap Mirafi filter fabric around
all openings in control valve boxes prior to backfilling to prevent dirt from entering
valve box around pipes, etc. If in the opinion of the Engineer any component
cannot be accessed, adjusted or replaced easily it will be the responsibility of the
Contractor to replace the valve box with a larger model at no additional cost.
Manual Drain Valve: Contractor shall install one manual drain for each irrigation system
at the low point of each mainline. A gravel sump comprised of two (2) cubic feet of
three-quarter (3/4). inch washed gravel shall be placed at each drain. valve. The
Contractor shall install a 2-inch PVC (Class 200) sleeve to the valve, length as required.
Quick Coupler Valve: The`Contractor to provide and install one quick coupler valve at
each reduced pressure/backflow preventer.
Manual Gate Valve: The Contractor to install one manual gate valve between the water
meter and reduced pressure/backflow preventer valve assembly.
Concrete Thrust Blocking: Concrete thrust blocking shall be installed where shown on
the Plans and details. Concrete Thrust Blocking shall conform to section 7-09.3(21)
Concrete Thrust Blocking and Section 6-02.3(2) Poured in Place,
8-03.3(6)Electrical Wire Installation
Section 8-03:3(6) is replaced with the following:
Wiring between the automatic controller and automatic valves shall be direct burial and
may share 'a common neutral. Separate control conductors shall be run from the
automatic controller to each valve.
Control wire shall be red, common wire shall be white. Size of longer wire runs requiring
gauges larger than AWG#14 shall be sized according to electric valve manufacturer's
recommendation and irrigation controller's recommendation.
City or Renton Logan Ave.N. Page 86 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Install one common,ground wire, one control valve wire and three;spare wires in each
direction from the autorrratic controller to the furthest autornatl6Control) valve grouping
(looped to each valve) on each run. The wires shall be nun and looped around each
control valve grouping and continue to the furthest automatic control valve grouping. A
wire label shall be placed on each wire at the control valve and at the controller. Splices
will be permitted only at junction boxes, valve boxes, or at control equipment.. A
minimum 2 feet of excess I conductor is to be left at all splices, terminals, and control
valves. All splices shall be encapsulated with an approved sealant.
Control wires are to be taped together at 5 foot intervals,with electrical tape, and the
bundle is to be attached to the side of the main (supply) line at 10' intervals with plastic
ties. Tie a loose'20-inch wire loop at all changes of direction greater than 30 degrees.
Untie all loops after all connections have been made.
Sleeve all control wire that,does not run with irrigation piping. Include one bare copper
locator wire (#14) parallel to each irrigation pipeline that does not otherwise have control
wires in trench. When backfilling around the valve box, ensure that spare wires are
exposed in valve box:
For all 24-volt direct burial circuits, the continuity test, ground test, and functional test
shall be performed. The Megger test confirming insulation resistance of not less than 2
megohms to ground in accordance with Section 8-20.3(11) is required. All wiring shall
be tested in accordance with Section 8-20.3(11).
8-03.3(7) Flushing and Testing
Section 8-03.3(7) is revised as follows:
PairagraptisF-pertal-nifing--"alrtCne Teslin arict-Latera nl-e Testing are—deleted and
-- -' �-- —
replaced with the following:
Perform hydrostatic test of piping and valves before backfilling trenches. Piping may be
tested in sections to expedite work. Repair leaks and defects with new materials and
retest system or portion thereof until satisfactory results are#obtained.
Pressure/Mainline Pining: Visually inspect and pressure test prior to back-filling; all 24
volt a.c. control wines to be installed prior to testing. Cap and subject the piping to a
static pressure of 50 psig (345 kPa) above the operating pressure without exceeding the
pressure rating of the piping system materials. Isolate test source and allow to stand for
4 hours. Leaks and lossintest pressure constitute defects that must be repaired.
Circuit I Lateral pipincu: Visually inspect and pressure test prior to back-filling pipes. Cap
and subject the piping to the static pressure of the existing water service line. Drip
leaks in swing jointsrisers are allowed. Leaks in piping or glued joints shall be repaired.
Repair leaks and defects with new materials and retest system or portion thereof until
satisfactory results are obtained.
City of Renton—Logan Ave.N. Page 87 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Operational Test: Perform O.... er tional testing after hydrostatic testing is complete,
backfill is in place,and sprinklers are adjusted to final position.
8-03.3(8) Adjusting System
Section 8-03.3(8) is supplemented with the following:
The Contractor shall remove all valve box covers and operate each zone of the system
as directed by the Engineer. The Contractor shall demonstrate that the irrigation system
is complete, operational, and free of defects. The Contractor shall adjust the irrigation
spray patterns and radii to obtain full coverage and/or adequate in the opinion of the
City's. Representative. The system coverage shall be-corrected and re-tested until
approved by the City's Representative.
8-03.3(9) Backfill
Section 8-03.3(9) is replaced with the following:
All backfill material placed within 4-inches of the pipe shall be screened concrete sand
free of particles larger than 1/4-inch O.D.
Backfilling of mainlines shall be accomplished in 6-inch lifts, compacting each lift to
ninety (90%) density at optimum moisture content. Backfill with 4-inches over pipe,
compacting alongside and under the pipe with appropriate compactors. Additional lifts
shall be 6-inch maximum and compacted before adding the next loose lift. Backfill
procedures shall ensure that the trench shall show no future settlement. Contractor shall
obtain the approval from the Engineer for the first mainline compacting effort.
Section 8-03.3(10) is supplemented with the following:
The Contractor shall furnish record drawings of the complete 'irrigation system in
accordance with the following conditions:
1. One (1) set of 22"x 34" mylar plans showing the irrigation system as
designed and installed.
2. All actual locations of valves, master valves, gate valves, piping and
sleeving shall be shown. Dimension from easily identified permanent
features such as buildings, curbs, fences, walks or property lines.
3. Show approved manufacturer's name and catalog number for all
components on prints.
4. Drawings shall be to scale with all notations neat in appearance.
5. Turn the record drawings over to the Engineer for review and approval prior
to final payment.
City of Renton—Logan Ave.N. Page 88 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
8-03.3(11).3ystem Operation
Section 8-03.3(1 1) is revised as follows:
Ex The third sentence in paragraph one is replaced with the following:
LThe system shall be warranted for all labor and material for the same period as the plant
establishment. During the warranty period, the Contractor will check, clean and adjust
the sprinkler heads and otherwise ensure adequate operation on the system and in any
event, no less than on two separate occasions per year. Repair and/or replace defective
irrigation equipment as deterrt►lned by the Engineer for the duration of the warranty
period. Repairs and/or replacements shall be made in the same manner as specified for
the original irrigation system and shall be done at no additional cost.
Section 8-03.3(11`) is supplemented with the following:
The Contractor shall.submit a letter to the Engineer certifying that the system was
winterized and drained and indicate the datesuch action was accomplished. The
Contractor will be liable for any damage resulting from failure to comply.
Upon acceptance of the system by the Engineer, the Contractor shall provide the
necessary keys and/or other tools necessary to operate/drain/activate the system. The
Contractor shall spend sufficient time with the Engineer and;provide'written instructions
L to ensure that the system operation/maintenance/winterizing can continue Lafter the
departure of the Contractor. The Contractor shall cooperate with the Engineer in
providing the Engineer with a written `watering schedule' to ensure adequate watering of
allPlant materials during the warranty period of this contract.
--
Eli,
Provide the Engineer with two sets of wrenches for removal/adjustment of each type of
sprinkler head.
Submit catalog cuts of all products used showing manufacturer and any technical or
maintenance data as appropriate to the Engineer.
8-03.3(14) Irrigation Electrical Service
Section 8-03.3(14) is replaced with the following:
The Contractor shall coordinate with the servicing utility and install all electrical service
connections required for the operation of the automatic electrical controllers at the
locations shown in the Plans. The contractor shall splice and run conduit and wire from
the electrical service connection(s), or service cabinet, which ever may apply, to the
automatic electrical controller(s) and connection'the conductors to the circuits(s) as
shown in the Plans.
City of Renton—Logan Ave.N. Page 89 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The installation of conduit and wire for the electrical power service shall be in
accordance with the serving utility'sService Agreement and these specifications. A
copy of the Service Agreement may be obtained from the Engineer.
8-03.3(15) Landscape and Irrigation Maintenance Bond
Section 8-03:3(15) is an added new section:
The contractor will be required to fumish a landscape and Irrigation Maintenance Bond
upon completion of landscape and irrigation work that will be for:2 years and be set at
15%of the construction costs for PSIPE plantings and Irrigation system complete.
8-03.5 Payment
Section 8-03.5 the first paragraph is revised as follows:
"Irrigation System", lump sum.
All costs for furnishing and installing irrigation system equipment and components where
indicated and as detailed in the Plans, all costs of initial and annual inspections and tests
performed on cross connection control devices and electrical wire testing during the life
of the Contract and As Built Plans shall be Included in the lump sum price for the
complete irrigation system as shown in the Plans or as otherwise approved by the
Engineer. The unit contract price for"irrigation system repair and restoration"shall
include all labor, materials, and equipment required to cut and cap all irrigation lines
found:
Section 8-03.5 is revised as follows:
Payment shall be increased to 100-percent of the unit Contract price for irrigation system
upon completion acid acceptance of the second-year plant establishment.
8-04 CURBS, GUTTERS, AND SPILLWAYS
804.30)Cement Concrete Curbs,Gutters, and Spillways
Section 8-04,3(1) is amended with the following:
Where noted in the plans, class 4000 cement concrete shall be used, and shall be
considered incidental to the unit price bid for cement concrete traffic curb and gutter.
820 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
8-20.2(1) Equipment List and Drawings
Paragraphs four of Section 8-20.2(1) are revised and supplemented with the following:
City of Renton-Logan Ave.N. Page 90 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The Contractor shall submit for approval six sets of shop drawings for each of the
following types of standards called for on this project:
1' Light.standards with or without pre-approved pians.
Paragraph five of Section 8-20.2(1) is deleted.
Paragraph six of Section 8-20:2(1) is deleted.
8-20..3(1) General
Section 8-20.3(1)has been supplemented by adding the following:
Removals
Removals associated with the electrical system shall not be stockpiled within the job site
without the Engineer's approval.
A portion of the existing electrical equipment to be removed shall remain the property of
the Contracting Agency.
The following shall be disconnected, dismantled, and delivered to the Contracting
Agency as specified in the subsection Delivery of Removed Items:
1. Luminaire arm's and luminaires
y
Remove all,wires from salvaged light and signal standards.
All removals associated with an electrical system which are not designated to remain the
property of the Contracting Agency, shall become the property of the Contractor and
shall be removed from the proJect.
The Contractor shall:
Remove all wires for discontinued circuits from the conduit system.
Remove elbow sections of abandoned conduit entering junction boxes.
Abandoned conduit encountered during excavation shall be removed to the nearest
outlets or as directed by the Engineer.
Remove foundations to a,minimum of 24 inches below finished;grade.
Backfill voids created by removal of foundations and junction boxes. Backfilling and
compaction shall be performed in accordance with Section 2-09.3(1)E.
City of Renton—Logan Ave.N. Page 91 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Delivery of Removed Items
Removed electrical equipment which remains the property of the Contracting Agency
shall be delivered to the City of Renton Transportation Maintenance and Operations
Section.
Five days written advance notice shall be delivered to both the Engineer and the
Electronic Parts Specialist at the address listed above. Delivery shall occur during the
hours of 8:00 a.m. to 2:30 p.m. Monday thru Friday. Material will not be accepted
without the required advance notice.
Equipment damaged during removal or delivery shall be repaired or replaced to the
Engineer's satisfaction at no cost to the Contracting Agency.
The Contractor shall be responsible for unloading the equipment where directed by the
Engineer at the delivery site.
8-20.3(2) Excavating and Backfilling
Section 8-20.3(2) has been supplemented by adding the following:
Hours for work within the roadway for asphalt overlays or trench restoration shall be as
directed by the Traffic Control Plan requirements and the Traffic Operations Engineer.
Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details,
unless _modified_by__the _Right-ofVay Use Permit._Surfacingde to hs _shown_m ,the _____ _
Standard Details are minimums and may be increased by the Engineer to meet traffic
loadings or site conditions.
Trench restoration shall be either by a patch or overlay method, as required and
indicated on City of Renton Standard Plans #HR-05, HR-23, and HR-22 (SP Pages
#H032, H032A, and H033).
All trench and pavement cuts which will not be overlaid shall be made by sawcuts.
Sawcuts shall be a minimum of one foot (1') outside the trench width.
All trenching shall be backfilled with crushed surfacing materials conforming to Section
4-04 of the Standard Specifications within the top four feet (4'). If the existing material
(or other material) is determined by the Engineer to be suitable for backfill, the contractor
may use the native material except that the top six inches (6") shall be crushed surfacing
top course material.
The trench shall be compacted to a minimum ninety-five percent (95%) density, as
described in Section 2-03 of the Standard Specifications. In the top six feet (6') of any
City of Renton-Logan Ave.N. Page 92 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
trench, backfill compaction shall be performed in 8 to 12-inch lifts. Y P An trench deeper
than six feet,(6') may be compacted in 24 inch lifts, up to the top six foot(6') zone.
All compaction shall be' performed b mechanical method . T
P y s he compaction tests shall
be performed in four foot (4') vertical increments maximum. The test results shall be
given to the Engineer for review and approval prior to paving. The number and location
of tests required shall be determined by the Engineer.
Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required
and;indicated on City of Renton Standard Plans #HR-05, HR-23, and HR-22 (SP Pages
#H032, H032A, and H0333) or as directed by the Engineer. The grade of asphalt shall
be AR-4000W. The materials shall be made in conformance with Section 9-02:1(4) of
the Standard Specifications.
Tack coat shall be applied to the existing pavement at edge of sawcuts and shall be
emulsified asphalt grade CSS-1, as specified in Section 9-02.1(6) of the Standard
Specifications. Tack shall be applied as specified in Section 5-04 of the Standard
Specifications.
Asphalt Concrete Class B.,shall be placed in accordance with Section 5-04 of the
Standard Specifications, except those longitudinal joints between successive layers of
asphalt concrete shall be displaced laterally a minimum of twelve (12) inches,`unless
otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance
with Section 9-03.8 of the Standard Specifications.
All street surfaces, walks or driveways within the street trenching areas shall be
feathered and shimmed to an extent that provides a smooth-riding connection and
-expeditious drainage-flew-for--the-newly-paired-surface:-feathering-and-shimming-shall---
not decrease the minimum curb depth below four inches (4") for stormwater flow. The
Engineer may require additional grinding to increase the curb depth available for
stormwater flow in areas that are inadequate. Shimming and feathering as required by
the Engineer shall be accomplished by raking out the oversized aggregates from the
Class B mix as appropriate.
Surface smoothness shall be per Section 5-04.3(13) of the Standard Specifications. The
paving shall be corrected by removal and repaving of the trench only. Asphalt patch
depths will vary based upon the streets being trenched. The actual depths of asphalt
and the work to be performed shall be as required and indicated on City of >Renton
Standard Plans#HR-05, HR-23} and HR-22 (SP Pages#H032, H032A, and H0333).
Compaction of all lifts of asphalt shall be a minimum ninety-two percent (92%) of density
4;
as determined by WSDOT Test Method 705.- The number of tests required shall be
determined by the Engineer.
Testing s'hall be performed by an independent testing lab with the results,being supplied
to the Engineer. Testing is not intended to relieve the contractor from any liability for the
City of Renton =Logan Ave.N. Page 93 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
trench restoration. It is intended to show the inspector, and the City,`that the restoration
e s pe
meets these specifications.
All joints shall be sealed using paving asphalt AR-4000W.
When trenching within the roadway shoulder(s), the shoulder shall be restored to its
original condition, or better.
The final patch shall be completed as soon as possible and'shall not exceed fourteen
(14) days after first opening the trench. This time frame may be adjustedifdelays are
due to inclement paving weather or other adverse conditions that may exist. However,
delaying of final patch`or overlay work is subject to the Engineer's approval, The
Engineer may deem it necessary to complete the work within the fourteen (14) day time
frame and not allow any time extension. Should this occur, the Contractor shall perform
the necessary work, as directed by the Engineer.
A City of Renton temporary Traffic Control Plan (from Renton Transportation
Engineering) shall be submitted and approved by the Engineer a minimum of three (3)
working days prior to commencement of work.
Trenches Running Parallel With the Street:
1. Arterial Streets and Streets Within the Downtown Area: The entire roadway,width
for the length of the trench and an additional ten (10) feet at each end of the
trench will be ground down to a depth of 1-1/2 inches. A 1-1/2 inch overlay of
Class B-asphalt will be applied per City standards.
2. Non-Arterial Streets Within Commercially or Industrially Zoned Areas: The entire
_-- -
----half of the raafor-the-length-of-the_trench-and-_an_addit onaLAen- lO)-- -
feet at each end of the trench'will be ground down to a depth of 1-1/2 inches. A
1-1/2 inch overlay of Class B asphalt will be applied per City standards. If the
trench is in the center of the roadway, or within three feet of the center of the
roadway,the entire roadway width must be ground down and tepayed.
3. Non-Arterial Streets Within Residentially Zoned Areas: The.entire :half ,of the
roadway width for the length of the trench and an additional ten (10)feet at each
end of the trench will be ground down to a depth of 1-1/2 inches. A 1,-1/2 inch
overlay of Class B asphalt will be applied per City standards. If the-trench is in
the center of the roadway, orwithinthree feet of the center of the roadway, the
entire roadway width must be ground down and repaved.
Longitudinal Trenches and Crossings:
1. Arterial Streets and Streets Within,the Downtown Area: An,area including the
trench and ten (10) feet on each side of the trench for the, entire width of the
street will be ground down to a depth of 1-1/2 inches. A 1-1/2 inch overlay of
Class B asphalt will be applied per City standards.
2. Non-Arterial Streets Within Comm9rcially or lndustrially Zoned Areas: An area
including ten (10) feet on each side of the'trench for the entire wldth of the street
will be ground down to a depth of 1-1/2 inches.-A 1-1/2 inch overlay of Class 13
asphalt will be applied per City standards.
City of Renton-Logan Ave.N. Page 94 Special Provisions
Stage 2 Lake Washington Trait Project May 2010
3. Non-Amer! tr et Within Residentially Zoned Area : An area including the
trench and five'(5)feet`on each side of the trenchfor the entire width of the street
aslphatt wifl be pl be ground down to a depth of 1-1/2 piied per City standards. A 1-#l2� inch'evertay of Class
Pavement Removal in Lieu of Grinding;
The contractor in all cases can remove theavement in p he replacement area instead of
grinding out the specified 1-i/2 inches of asphalt. Full;pavement replacement to meet or
exceed the existing pavement depth will be required for the area of pavement removal.
The contractor shall supply trench within the unit widths and to the specified depths at
Llthe locations indicated on the contract plans or as directed by the engineer.
The contractor shall have approved compaction equipment on site before beginning any
Lexcavation; compaction shall'be performed at the time of the initial backfilling of the
trench unless directed otherwise by the engineer.
Trenching for conduit runs shall be done in a neat manner with the trench bottom graded
to provide a uniform grade. No work shall be covered until it has been examined by the
engineer.
Backfill material used for fill around and over the conduit system shall be free of rocks
greater than two inches in diameter to a depth of six inches above the conduit.
Trench within the roadway area shall use select trench backfill which shall consist of
5/8th inch minus crushed surfacing top course or other material as indicated in the
-_-_ - ---special pravLiiona:.-or_schedu of nrices-an"rected foi_-use_b
y `thy eer—she-- --__
source and quality of the material shall be subject to approval by the engineer. Trench
backfill within the sidewalk area shall be made with acceptable materials from the
excavation subject to the Engineer's approval of the material and shall be considered a
necessary part and incidental to the excavation in accordance with the standard
specifications. Unsuitable material shall be removed and backfill shall be select material
approved by the Engineer. The City reserves the right to make additions or deletions to
the trench which prove necessary for the completion of the project.
The minimum width for the trench will be at the option of the contractor. Trench width
will, however, be of sufficient"size so that all of the necessary conduit can be installed
within the depths specified while maintaining the minimum cover.
8-20.3(4) Foundations
Section 8-20.3(4) has been revised and supplemented as follows:
Paragraph 11 is deleted.
Paragraph 13 is deleted.
k
City of Renton—Logan Ave.N. Page 95 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The section is supplemented as follows:
The anchor bolts shall match that of the device to be installed thereon.
Where obstructions prevent construction'of planned foundations, the Contractor shall
construct an effective foundation satisfactory to the Engineer.
The contractor shallp rovide all material for and construct the foundations for and to the
dimensions specified in the plans. The anchor bolts shall match that of the device to be
installed thereon.
All excess materials are to be removed from the foundation construction- site and
disposed of at the contractor's expense.
Concrete shall be placed against undisturbed earth if possible. Disturbed earth or
backfill material shall be compacted to 95 percent of the material's maximum density.
Before placing the concrete the contractor shall block-.out around any other underground
utilities that lie in the excavated base to that the concrete will not adhere to the utility
line. Concrete foundations shall be troweled, brushed, edged and finished in a
workmanship-like manner. Concrete shall be promptly cleaned from the exposed portion
of the anchor bolts and conduit after placement. Foundation shall be Class 3000
concrete or Class 5000 concrete where noted in the plans. After the specified curing
period, the contractor may install the applicable device thereon.
All concrete foundations shall be constructed in the manner specified below;
----- 1-.--Where no-s�d�walks-are-talx—Ins-called—tW-grade-f-oTth-e-top "e dation -_ -
shall be as specified by the engineer. (See detail sheet)
2.` Where sidewalk or raised islands are to be constructed as a part of this project,
the top of the foundation shall be made flush with the top of the sidewalk or
island. (See detail,sheet)
All concrete foundations shall be located as per stationing on the plans or as located by
the engineer in the field.
8-20.3(4)A Foundation Potholing
Section 8-20.3(4)A is added as follows:
The Contractor shall field verify the absence of existing utilities at the locations indicated
on the plans, or as directed by the Engineer prior to approval of the Signal submittals.
8-20.3(5) Conduit
Section 8-20.3(5) is revised and supplemented as follows:
City of Renton Logan Ave.N. Page 96 Special Provisions
Stage 2 Lake Washington'frail Project May 2010
The paragraph requiring galvanized steel conduit at certain locations is deleted.
Galvanized steel conduit shall only be placed if so indicated in the plans.
t;
Trench construction shall be per Section 8-20.3(2).
When the Contractor encounters obstructions or is unable to install conduit because of
soil conditions, as determined by the Engineer, additional work by the Contractor to
place the conduit will be paid in accordance with Section 1-04.4.
Pull Wires shall be installed by the Contractor.
All conduit shall be rigid non=metallic unless noted otherwise in the Plans or Special
Provisions.
All conduit openings shall be fitted with approved
bell ends or Bushings. Wall thickness
of conduit shall be consistent within continuous conduit runs with no mixing of different
schedule types between terminations.
The contractor shall provide and install all conduit and necessary fittings at the locations
e:
noted on the plans. Conduit size shall be as indicated on the wiring and conduit
schedule shown on plans.
Conduit to be provided and installed shall be of the type indicated below:
a
Schedule 40 heavy wall,'p.v.c.:Conforming to ASTM standards shall be used whenever
the conduit is to be placed other than within the roadway area.
Schedule 80 extra heavy wall p.v.c. Conforming to ASTM standards shall be used when
the conduit is to be placed within the roadway area.
- All joints shall be made with strict compliance to the manufacturer's recommendations
regarding cement used and environmental conditions.
8-20.3(6) Junction Boxes
Section 8-20.3(6) is supplementedby adding the following:
The contractor shall provide and install junction boxes, pull boxes,and cable vaults of
the type and size at the locations specified in the plans and as per Plans J11 and J11a
of the WSDOT Standard Plans.
All junction boxes and associated concrete pads shall be installed on compacted sub
grade which'shall include six inches of 5/8th-inch minus crushed surfacing top course
material installed under and around the base of the junction box, The junction box shall
include installation of a 4" thick Class "B" cement concrete pad enclosing the junction
City of Renton Logan Ave.N. Page 97 Special Provisions
Stage 2,hake Washington Trail Project May 2010
box as per the p p plans, specifications and detail sheets. Concrete shall be promptly
.
cleaned from the junction box frame and lid;
All junction boxes shall have galvanized steel lids and frames.
The inscription on the covers of all junction boxes, pull boxes, and cable vaults shall be
as indicated below:
Street lighting only:"Lighting"
Signal only:"Signals"
Traffic signal and street lighting: "TS-LT"
Intelligent Transportation Systems (Interconnect) only: "ITS"
Inscriptions on junction boxes performing the same function shall be consistent
throughout the project. All junction boxes shall be installed in conformance Iwith
provisions contained in the Standard Plans and Details.
8-20.3($) Wiring
Section 8-20.3(8) is revised and supplemented with the following:
All stranded wires terminated at a terminal block shall have an open end, crimp style
solderless terminal connector, and all solid wires terminated at a terminal•block shah
have an open end soldered terminal connector. All terminals shall be installed:'with a
tool designed fol the installation of the correct type of connector and crimping with pliers,
wire cutters, etc., will not be allowed. All wiring inside the controller cabinet shall be
trimmed and cabled together to make a neat, clean appearing installation. No splicing of
any:traffic signal conductor shall be permitted unless otherwise indicated on the plans.
All conductor runs shall be attached to appropriate signal terminal boards with pressure
-- _type-binding posts.— ---- -- ---= --- — = --- ------
8-20.3(9) ,Bonding, Grounding
Section 8-20.3(9) is revised and supplemented as follows:
The fifth paragraph is deleted.
The sixth paragraph is deleted.
The following is added
All street light standards, signal poles and other standards on which electrical equipment
is mounted shall be grounded to a copper clad metallic ground rod 5/8" in diameter x 8'0"
in length complete with a #8 AWG bare copper bonding strap located in the nearest
junction box. All signal controller cabinets and signal/lighting service cabinets shall be
grounded to a 518"'in diameter`x 8'Q"in length copper clad metallic ground rod located in
the nearest junction box with a bare copper bonding strap sized in accordance with the
plans,specifications and applicable codes.
City of Renton Logan Ave.N. Page 98 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Ground rods"care,considered miscellaneous items and all costs are to be included with
the systerh.or Ionductors, Ground straps are also miscellaneous items unless a
separate pay item is provided;in the"Schedule of prices."
8-20.3(10) Services Transformer,intelligent Transportation System Cabinet
Section 8-20.3(10) is revised and supplemented as follows:
Paragraph two is deleted.
Paragraph three is deleted.
The following is added:
The power service point shall be as noted on the plans and shall be verified by the
electrical servicing utility.
3
Section 8-20.3{13)A is replaced with:
8-20.3(13)A Light Stantlards
Light standards shall be handled when loading, unloading, and erecting in such a
manner that they will =not be damaged. Any parts that are damaged due to the
Contractor's operations shall be repaired or replaced at the Contractor's expense, to the
satisfaction of the Engineer.
Light standards shall not be erected on concrete foundations until foundations have set
at least 72hours or attained'a compressive strength of 2,400 psi, and shall be raked
sufficiently to be plumb after all load has been placed, or as otherwise directed by the
-Engineer: --- __— -- - -- --_--- _ -- ---- - --.
Light Standards shall be erected in accordance with section 8-20.3(4).
Anchor bolts shall extend through the top heavy-hex nut two full threads to the extent
possible while conforming to the specified slip base clearance requirements. Anchor
bolts shall be .tightened by .the Turn-Of-Nut Tightening Method in accordance with
Sections 6-03.3(38) and 8-20.3(4).
Anchor bolts damaged after the foundation concrete is placed shall not be repaired b
bending or welding. The Contractor's repair procedure is to be submitted to the Engineer
for approval prior to making any repairs. The procedure is to include removing the
damaged portion of the anchor bolt, cutting threads on the undamaged portion to
remain, the installation of an approved threaded sleeve nut and stud, and repairing the
foundation with epoxy concrete repair.
The grout pad shall not extend above the elevation of the bottom of the base.
In setting timber poles, the Contractor shall provide a minimum burial of 10 percent of
the total pole length'plus 2 feet and shall plumb or rake the poles as directed by the
Engineer.
j
City of Renton—Logan Ave.N. Page 99 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
The hand hole shall be located at 90 degrees to the davit arm on the side away from
traffic. A grounding lug or nut shall-be providedIn the hand hole frame or inside the
hand hole frame or inside the pole shaft to attach a ground bonding strap.
All poles and davit arms shall be designed to support a luminaire weight of 50 lbs. or
more and to withstand pressures caused by wind loads of 85 m.p.h. with gust factor of
1.3.
All poles shall maintain a minimum safety factor of 4.38 p.s.i. on yield strength of weight
load and 2.33 p.s.i.for basic wind pressure.
Davit Arms;
The davit style arm shall incorporate a 57 radius bend as measured from the centerline
of the shaft. The outer portion of the arm shall be nearly horizontal to +2'' above
horizontal and shall be furnished with a 2" diameter shipfitter with a maximum length of 8
inches to fit the luminaire specified The pole end of the davit arm tube shall be fastened
securely to the top of the shaft producing a flush joint with an even profile.
Anchor Base:
A one piece anchor base of adequate strength, shape and size shall be secured to the
lower end of the shaft so that the base shall be capable of resisting at its yield point the
bending moment of the shaft at its yield point. The base shall be provided with four
slotted or round holes to receive the anchor bolts. Nut covers shall be provided with
each pole.
Anchor Bolts.
Four steel anchor bolts, each fitted with two hexnuts and two washers, shall be furnished
with the pole. Anchor bolts shall meet the requirements of Section 9-06.5(3) and 9-
06.5(4). The anchor bolt yield point shall be capable of resisting the bending moment of
the pole shaft at its yield point. The contractor shall assure that all anchor bolts conform
to the recommended ASTM specifications of the pole manufacturer and shall secure and
submit to the City for approval all manufacturer data on pole bending moment, anchor
bolt fabrication data, test results and any other data that may be required to confirm that
the anchor bolts meet these specifications.
Miscellaneous Hardware:
All hardware(bolts, nuts, screws, washers, etc.) needed to complete the installation shall
be stainless'steel.
I.D. (Identification for poles):
The contractor shall supply and install a combination of 4-digits and one letter on each
pole,whether individual luminaire or signal pole with luminaire. The letter and numbers
combination shall be mounted at the 15 foot level on the pole facing approaching traffic.
Legends shall be sealed with transparent film, resistant to dust, weather and ultraviolet
exposure. The decal markers shall be either:
City of Renton'-Logan Ave.N. Page 100 Special Provisions
Stage`2 Lake Washington Trail Project May 2010
a. 3 inch="oor
th gothic gold or white reflectorized 2 inch legend on a black
backgr
b. 3 inch square with black 2 inch legend on a white reflectorized background.
The I.D. number will be assigned to each pole at the end of the contract or project by the
City traffic engineering office. Cost for the decals shall be considered incidental to the
contract bid.
Light standards shall meet the pole detail requirements indicated below and the detail
sheets at the end of these specifications.
The pale shaft shall be provided with a 4 x 6" flush hand hole near the base and a
matching metal cover secured with stainless steel screws or bolts.
The pole shall be adjusted for plumb after all needed equipment has been installed
thereon. After pole is installed and plumbed, nuts shall be tightened dn'anchor bolts
using proper sized sockets open end, or box wrenches. Use of pliers, pipe wrenches,
or other tools that can damage galvanizing will not be permitted. Tools shall be of
sufficient size to achieve adequate torquing of the nuts. the space between the concrete
foundation and the bottom of the pole base plate shall be filled with a dry pack' mortar
grout and trowled to a smooth finish conforming to the contour of the pole base plate.
Dry pack mortar grout shall consist of a 1:3 mixture of portland cement and fine sand
with just enough water so that the mixture will stick together on being molded into a ball
by hand, and will not exude moisture when so pressed. A one half''inch drain hole shall
be left in the bottom of the grout pad as shown on the standard detail.
8-20.4 Measurement
Y Section 8-20.4 is replaced by the following:
When shown as lump sum in the Plans or in the proposal as 'illumination system
complete no specific unit of measurement will apply, but measurement will be for the
sum total of all items to be removed, including but not limited to poles, junction boxes,
and for the sum total of all items for a complete new illumination system to be furnished
and installed.
8-20.5 Payment
Section 8-20.5 is replaced by the following:
Payment will be made in accordance with Section 1-04.1 for the following bid item
included in the schedule of prices:
Illumination.`System Complete",dump sum.
The lump sum contract price for "Illumination System Complete'; shall be full payment
for the complete new illumination system. Removal of the existing illumination system
as shown in the Plans and herein specified, includes concrete foundations, poles,
junction boxes, conduit, and wiring. All additional materials and labor not shown in the
City of Renton—Logan Ave.N. Page 101 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Plans or called for herein and which are required to complete the removal, shall be
included in the lump sum contract.price. Construction of the complete illumination
system, as described above and shown in the'Plansand herein specified including
excavation, backfilling, concrete foundations, conduit, wiring, restoring facilities
destroyed or damaged during construction, salvaging existing material, and for making
all required tests. All additional materials and labor, not shown in the plans or called for
herein and which are required to complete the illumination system, shall be included in
the lump sum contract price.
"Illumination System Complete", per Lump Sum.
The contract bid' price for Illumination System Complete includes the removal and
delivery of existing light poles, and all incidental work and shall be full compensation for
all,,labor, material, tools and equipment necessary to'satisfactorily complete,the work as
defined in the plans and these specifications. Concrete foundations of various depths
for illumination poles as shown in the plans are considered incidental to Illumination
System Complete.
Crosswalk Line (Replacement)
A SOLID WHITE line, 8 inches wide and at least 10 feet long, generally installed parallel
to another crosswalk'stripe with 8 inches between'stripes and parallel to the direction of
traffic flow and centered in pairs on lane lines and the center of lanes or at five foot
intervals. See City of Renton Standard Detail H008.
Stop Line (Replacement)
A SOLID WHITE tine 18 inches wide as noted on the Contract plans.
- —8.22-FrAVEMENTNUARKING-- ----- -- --_- _-- – ----- _�_-__
8-22.1 Description
The following item in Section 8-22.1 is revised as follows:
Crosswalk Line (Replacement)
A SOLID WHITE line, 8 inches wide and at least 10 feet long, generally installed parallel
to another crosswalk stripe with 8 inches between stripes and parallel to the direction of
traffic flow and centered in pairs on lane lines and the center of lanes or at five foot
intervals. See City of Renton Standard Detail H008.
Stop (Replacement)
Line Re lacement)
A SOLID WHITE line 18 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.
City of Renton-Logan Ave.N. Page 102 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
8-22.5 Payment
Section 8-22.5 i$supplemented as follows:
Payment will be made in accordance with Section 1-04.1 for the following bid items
included in the schedule of prices'
"RemovingRaised Pavement!Marker"per one-hundred.
The contract price for all removal bid items in the schedule of prices shall be full
compensation for furnishing all labor,tools, material, and equipment necessary for
removal of existing traffic markings as per the plans, specifications and detail sheets.
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 Markins then all costs associated with these items are considered incidental
to other items in to contract or included under "Traffic Control," if thatitemis included
as a bid item.
8-30 INCORPORATE ARTWORK
8-30 Incorporate'Artwork
Section 9-14.8 is a new section:
-3O."e;s+cr_ipti ---
This work consists of coordinating with the City of Renton to incorporate artwork with'-in
the proposed trail:
8-30.5 Payment
Payment will be made in accordance with Section 1-04.1 for the following bid item
included in the proposal:'
"Incorporate artwork", per Force Account
SECTION 8-50 - CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS
Section 8-23.5 added new section
CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS
Amended April 4, 2005 by Ordinance 5131
City of Renton-Logan Ave.N. Page 103 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
SECTION 1 PURPOSE
The purpose of this code section is to establish guidelines for the restoration of City
streets disturbed by installation of utilities and other construction activities. Any
public or private utilities, general contractors, or others permitted to,work, in the
public right-of-way will adhere to the procedures set forth inthis policy.
SECTION 2 DEFINITIONS
Engineer: The term engineer shall denote the City project manager, inspector
and/or plan reviewer, or their designated representative.
SECTION, 3 HOURS OF OPERATIONS
Hours for work within the roadway for asphalt overlays or trench restoration shall
be as directed by the Traffic Control Plan requirements and as approved by the
Traffic Operations Engineer.
SEC71ON 4 APPLICATION
I. The following standards shall be followed when doing trench or excavation
work within the paved portion of any City of Renton right-of-way:
2. Modifications or exemptions to these standards may be authorized by the
P4anning/Building/Public Works Administrator, or authorized representative,
upon written request by the permittee,-their contractor or engineer and
demonstration of an equivalent alternative.
SECTION 5 INSPECTION
The Engineer may determine in the field that a full street-width (edge-of-pavement
to edge-of-pavement) overlay is required due to changes in the permit conditions
such as, but not limited to the following:
1. There has been damage to the existing asphalt surface due to the
contractor's equipment.
__-- ___-= -------2•---_-'fherenchridth�nras--incrsasedignifacanttyorhe exist is --undermined or damaged.
3. Any other construction related activities that require additional pavement
restoration.
SECTION 6 CITY OF RENTON STANDARDS
Materials and workmanship are required to be in conformance with standards for
the Standard Specifications for load, Bridge, and Municipal Construction prepared
byy the Washington State Chapter of the American Public Works Association
(APWA) and the Washington State Department of Transportation (WSDOT) and
shall Comply with the most current edition.
An asphalt paver shah{ be used In accordance with Section 5-04.3(3) of
Standard Specifications. A "Layton Box" or equal may be,used In place of
the power-propelled paver. Rollers sh>a fl be used in accordanice with Section
5-04.3(4) of the Standard Specifications. "Plate Compactors" and "JuMDing
Jacks"SHALL NOT be used In lieu of rollers.
1. Trench backfill and resurfacing shall be as shown in the City of Renton
Standard Details, unless modified by.the ,City Permit. Surfacing depths
shown in the Standard Details are minimums and may be increased by the
Engineer to meet traffic loads or site conditions.
City of Renton-Logan Ave.N. Page 104 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
SECTIQN 7 REQUIREMENT FOR PATCHING, OVERLAY, 'OVERLAY
WIDTHS
All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or
grinding shall be a minimum of one foot (1 ) outside the trench width. The top two
inches (2") of asphalt shall be ground down to a minimum distance of one foot (f)
beyond the actual outside edges of the trench and shalt be replaced with two
inches (2") of Class S asphalt, per City of Renton Standards. At the discretion of
the Engineer, a full street width overlay may be required.
Lane-width or a full street-width overlay will be determined based upon the location
and length of the proposed trench within the roadway,cross-section. Changes in "
field conditions may warrant implementation of additional overlay requirements.
1. Trenches(Road Crossings):
a The minimum width of a transverse patch (road crossing) shall be six
and one-half feet (6.5'). See City of Renton Standard Plan Drawing
SP Page H032-1_.
b Any affected lane will be ground down two inches (2") and paved for
the entire width of the lane.
L
c Patch shall be a minimum of one foot (1')beyond the excavation and
patch length shall be a minimum of an entire traveled lane.
d If the outside of the trenching is within three feet (3') of any adjacent
`°' lane liner the entire adjacent traveled lane affecteedd will be repaved
e An area including the trench and one foot (1') on each side of the
trench but not less than six and one half feet (6.5') total for the entire
Lwidth of the affected traveled laneswill be ground down to a depth of
two inches (21. A two-inch (2").overlay of Class B asphalt will be
applied pet City standards.
2. Trenches Running Parallel With the Street:
a--.^The minimum width of a I0—n9itudinal-pa ch-shall_be o—ur-and-me-half---._-- --
feet (4.5'). See City of Renton Standard. Plan`Drawing SP Page
H032
Lo b If the trenching is within a single traveled lane, an entire lane-width
overlay will be required:
c If tate outside.of the trenching is within three feet (3') of any adjacent
Llane litre, the entire adjacent traveled lane affected will be overlaid.
d If the trenching is greater than, or equal to 30% of lane per block
(660 foot maximum block length), or if the total patches exceed 12
per block, then the lanes affected will be overlaid. Minimum overlay
L shall include all patches within the block section.
e The entire traveled lane width for the length of the trench and an
additional ten feet (10') at each end of the trench will be ground down
to a depth of two inches (2"). A two-inch(2") overlay of Class B will
be applied per City standards.
3. Potholing:
Potholing shall meet the same requirements as trenching and pavement
restoration. Potholing shall be a minimum of one foot (1) beyond the
excavation. All affected lanes will be ground down to a depth of two inches
(2") and paved"not -less than six and one half feet (6.5') wide for the entire
width of the lane. <Potholes greater than five feet (5) in lenth, width or
gg
diameter shall be restored to trench restoration standards. In all cases,
potholes shall be repaired per.City of Renton Standard Plan SP Page H032.
City of Renton_Logan Ave.N. Page 105 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Restoration requirements utilizing vactor equipment will be determined by
the engineer.
SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING
The contractor in all cases can remove the pavement in thereplacement area
instead of grinding out the specified two inches (2") of asphalt. Full pavement
replacement to meet or exceed the existing pavement depth will be required for the
area of pavement removal.
SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION
REQUIREMENTS
1. Trench restoration shall be either by a patch or overlay method, as required
and indicated on City of Renton Standard Plans SP mages H032, 1-1032A,
and H033).
2. All trench and pavement cuts, which will not be overlaid, shall be made by
sawcuf or grinding. Sawcuts shall be a minimum of two feet (2) outside the
excavated trench width.
3. All trenching within the top four feet (4) shall be backfilled with crushed
surfacing materials conforming to Section 4-04 of the Standard
Specifications. Any trenching over four feet (4) in depth may use materials
a ,roved by the Engineer or Materials Lab for backfill►rfg below the four-foot
E4depth. if the existing material (or other material.) is determined:by the
ngineer to be suitable for backfill, the contractor may use the native
material, except that the top six inches (6") shall be crushed surfacing top
course material. The trench shall.be compacted to a minimum ninety-five
percent (95%) density, as described in Section 2-03 of the Standard
S0 14' -f. ns- lfl.f ,4@m fa`) of�Lly+rEllch}hw Will._cC}Mrm% tion shall —_ _
be performed in eight to 12-Inch(8-12") lifts. Any trench deeper than six
feet (6) may be compacted in 24-inch lifts, up to the top six-foot (6) zone.
All compaction shall be performed by mechanical methods. The compaction
tests may be performed in maximumfour-foot (4') vertical increments. The
test results shall be given to the Engineer for review and approval prior to
paving. The number and`Location of tests required shall be determined by
the Engineer.
4. Temporary restoration of trenches for overnight use shall be accomplished
by using MC mix (cold mix), Asphalt Treated Base (ATB), or steel plates, as
approved by the Engineer. ATB used for temporary restoration may be
dumped directly into the`trench, bladed out and rolled. After rolling, the
trench must be filled flush with,asphalt to provide a smooth riding surface. if
the temporary restoration does'not hold up, the Contractor shall repair the
patch within eight hours of being notified of the problem by the,City. This
requirement applies 24 hours per day, seven days'a week. In the event that
the City determines to repair the temporary patch, the contractor shall
reimburse the City in an amount that is double the City's;post in repairing the
patch, with the second half of the reimbursement to represent City overhead
and hidden costs.
5. Asphalt Concrete Class E or Class B shall be placed to the.compacted
depth as required and indicated on City of Renton Standard Plans SP Pages
H032, H632-1, and H033) or as directed by the Engineer. The grade of
City of Renton-Logan Ave.N. Page 106 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
asphalt shall be AR-4000W. The materials shall be made in conformance
with Section O�02.1(4) of the Standard Specifkgtiona.
6. Tack coat shall be applied to the existing pavement at edge of saw cuts and
shall be emulsified asphalt grade CSS-1, as specified in Section 9-0 .1(6) of
the Standard Specifications. Tack shall be applied as specified in Section 5-
04 of the Standard Specifications.
7. Asphalt Concrete Class E or Class B, shall .be placed in accordance with
Section 5-04 of the Standard Specifications; except those longitudinal joints
between successive layers of asphalt concrete shall be displaced laterally a
minimum of twelve inches (12"), unless otherwise approved by the Engineer.
Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the
Standard Specifications.
All street surfaces, walks or driveways within the street trenching areas shall
be feathered and shimmed to an extent that provides a smooth-riding
connection and expeditious drainage flow for the newly paved surface.
t Feathering and shimming shall not decrease the minimum vertical curb
depth below four inches(4") for storm water flow. The Engineer may require
additional grinding to.increase the curb depth available for storm water flow
in areas that are inadequate. Shimming and feathering, as required by the
Engineer, shall be accomplished by raking out the oversized aggregates
from the Class 8 mix as appropriate.
Surface smoothness shall be per Section 544.3(13) of the Standard
Specifications. The paving shall be corrected by removal and repaving of
the trench only. Asphalt patch depths will vary based upon the streetsbeing
trenched. The actual depths of asphalt and the work to be performed shall
be as required and indicated on City of Renton Standard Plans SP Pages
H032, H032-1, and H033).
Compaction of all'lifts of asphalt shall be a minimum ninety-two percent
_(92%):of densityasdetermined b_ WSDOT Test Method 705;_The number._______ _
-
__ - --- of tests required shall-15- determined by the Engineer. Testing shall be
performed by an independent testing lab with the results being supplied to
..the Engineer. Testing is not intended to relieve the contractor from any
liability for the trench restoration. It is intended to show the inspector, and
the City, that the restoration meets these specifications.
8. All joints shalt be sealed using paving asphalt AR-4000W.
9. When trenching within the unpaved roadway shoulder(s), the shoulder shall
be restored to its original condition, or better.
10. The final patch or overlay shall be completed as soon as possible and shall
not exceed fifteen 1151 working days after first Denina the trench. This time
frame may be adjusted if delays are due to inclement paving weather or
other adverse conditions that may exist. However, delaying of final patch or
overlay work is subject to the Engineer's appproval, The Engineer may deem
it necessary ;to complete the work within the fifteen (15) working day time
frame and not allow any time extension. Should this occur, the Contractor
shall perform the necessary work, as directed by the Engineer.
11. A City of Renton temporary Traffic Control Plan (from Renton Transportation
Engineering) shall be submitted and approved by the Engineer a minimum
of three (3) working days prior to commencement of work.
SECTION 10 REMOVAL OF
UTILITY LOCATE .MARKINGS FROM
SIDEWALKS'REQUIRED
City of Renton—Logan Ave.N. Page 107 Special Provisions
L Stage 2 Lake Washington Trail Project May 2010
The Permittee will be required to remove utility locate marks on sidewalks only
within the Downtown Core Area.The permittee shall remove the utility locate marks
within 14 days of job completion.
9-03 AGGREGATES
9-03.8(2) HMA Test Requirements
Section 9-03.8(2) is supplemented with the following:
ESAL's
The number of ESAL's for the design and acceptance of the HMA shall be 2.5 million.
9-03.8(7) HMA Tolerances and Adjustments-
Item 1 is deleted and replaced with:
1. - Job Mix Formula Tolerances. After the JMF is determined as required in 5-
04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the
following tolerances:
Nonstatis#lcal Commercial
Evaluation Evaluation
Aggregate, percent passing
1", 3/47, '/2", and 3/8"sieves ±6% ±8%
U.S. No. 4 sieve ±6% ±8%
U.S.No. 8 sieve ±6% ±8%
U.S. No. 16 sieve ±4% ±6°!°
U.S. No. 30 sieve ±4% ±6%°
U.S. No. 100 sieve ±3% ±5%
U.S. No. 200 sieve ±2.00/a ±3.0%°
Asphalt Binder ±0.5 ±0.7%
VMA 1.5%below minimum value in 9-03.8(2)
VFA Min. and max. as listed in 9-03.8(2)
Va 2,5% minimum and 5.50%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 points section,
except the tolerance limits for sieves designated as 100%passing will be 99-100.
9-03.21(1) General Requirements
Section 9-03.21(1) is supplemented with the following:`
The Owner encourages the use of recycled materials whenever practicable, provided
that those materials meet or exceed all applicable requirements described elsewhere in
City of Renton-Logan Ave.N. Page 108 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
the contract specifications. Should recycled materials be utilized, the Owner requires
that a Recycled Product Reporting Form be completed by the Contractor.
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.1(1)A TOPSOIL TYPE A
Section 9-14.1(1)A is supplemented with the following:';
Topsoil Type A shall be an imported topsoil mix consisting of weed4ree compost(40%)
and Loamy 8and(60%)screened through a 3/8"screen.
Compost shall be well-composted, stable, and weed-free organic matter, pH range of 5.5
soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert
w
contaminants and free of substances toxic to plantings;,and as follows:
1. Organic Matter Content. 50%to 60%of dry weight.
Feedstock: Agricultural,food, or industrial residuals; biosolids; yard trimmings;or
source-separated or compostable mixed solid waste.
9-14.5(2) QUALITY
Section 9-14.5(2) is supplemented with the following:
All street trees included in this project shall conform to the "Street Tree Grade" quality
and condition requirements stated within this section 9-14.5(2).
_ 9-1468 ROOT BARRIER
Section 9-14.8 new section:
The root barrier shall be a 24-inch depth x 24-inch long solid plastic interlocking panel
system meeting the following criteria:
1. Material: 0.080"min. wall thickness, nominal, Reminal, injection molded 50%
postconsumer recycled`polypropylene panels with UV inhibitors.
2. 7/16" wide integral molded 0.080" thickness double top edge with stiffening ribs;
bottom edge attached to vertical root deflecting ribs.
3. Integral molded vertical root directing ribs spaced at 6"O.G.
4. Integrated zipper joining system for panel connection to adjacent panel.
4 Section 9-14.8 edited by crossing out repeated word"nominal"per Addendum#1
City of Renton—Logan Ave.N. Page 109 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
9-15 IRRIGATION SYSTEM
9-15.1 PIPE,TUBING AND FITTINGS
Section 9-15.1is revised as follows:
The second paragraph is replaced with the following:
Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of
ASTM B 89, and shall be a minimum of Type K rating.
9-15.1(2) POLYVINYL CHLORIDE PIPE AND FITTINGS
Section 9-15.1(2) is revised as follows:
The first sentence is replaced with the following;
Ciass 200 PVC pipe shall conform to ASTM D 2241 Specifications.; Schedule 40 PVC
pipe shall conform to ASTM D 1785 Specifications, and fittings con1bnWng to Schedule
80 PVC ASTM D 2466 Specifications. Schedule 40 PVC shall have a minimum pressure
rating of 164 psig ('1100kPa) for 8-inch and smaller sizes, with plain ends.
Section 9-15.1(2) is revised as follows:
The third and fourth paragraphs are replaced with the following:
Pipe shall be marked with the manufacturer's name, class of pipe and NSF seal. Pipe
walls shall be uniform and shiny Pipe and fittings must be non-toxic, free from taste and
odor and self extinguishing and confom�to the following minimums:
1. Tensile strength 79 degrees 6000 psi
2. Izod impact strength (notices) 1.5 ft.ib./in.
3. Modulus of elasticity 300,000 psi
4. Compressive strength 8,500 psi
5. Flexural strength 10,500 psi
Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other
than orange:
ask s # r PlastLq Flan ed Joints: Materials recommended by plastic pipe and fittings
manufacturer.
City of Renton-Logan Ave.N. Page 110 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
9-15:3 AUTOAIIATIC QONTROLLERSS
Section 9-15.3 is replaced with the following:
The electric controllers shall be Toro Sentiflel-Custom Command Series. Low-voltage
centrally operated satellite controller system, made for control of irrigation system
automatic control valves. Controller operates on 120 volts ac. power system, provides
24 volts a.c. power to control valves, and includes stations for,at least the number of
control valves indicated:
SeRtiRel Gei4fal and Satellite
.
T-FeubleS1219811A@ Wt available
The Automatic Controller Enclosure shall be installed on a concrete base as detailed in
the plans and shall include a minimum of three 1-inch conduits through the base and
extending at least 3-inches beyond the edge or side of the base.
The controller enclosure shall be a stainless steel, NEMA TYPE 3R double-deer (trent
and , meteFednclosur
9-15.4 IRRIGATION HEADS
Section 9-15.4 is replaced with the following:
Description: Manufacturer's standard sprinklers designed to provide uniform coverage
over entire area of spray shown on plans at available water pressure, as follows:
Bodies
Rain Bird 1800 Series.
Rain Bird rotors—Series Models 3500, 5000, 7005.
High impact Plastic except where other material is specified.
r
Stainless steel riser option for high-vandalism prone turf areas.
Easy arc adjustment of 40-360 degrees through top of sprinkler for part circle models.
Water lubricated gear drive mechanism.
Heavy Duty Stainless steel retraction springs.
5 Section 9-15.3 Revised on pages 110-111 per Addendum#4.
City of Renton—Logan Ave.N. Page 111 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
i
Stainless steel trip gears.
Standard black rubber cover or optional purple rubber cover for non-potable
applications.
check valve to eliminate puddling due to low-head drainage.
Pressure activated wiper seal.
Female flow tube threads.
Nozzles interchangeable from front without special tools.
Radius adjustment of up to 25%without changing nozzle.
No zle
Contain three ports for optimum short, mid and long-range coverage.
Minimum operating pressure 30 psi.
"Multiple color-coded nozzle sizes available for design flexibility
9-15.7(2)AUTOMATIC CONTROL VALVES
Section 9-15.7(2) is replaced with the following:
Description: Manufacturer's standard control valvesfor circuits, -of type and size
indicated, and as follows;
Automatic Control Valves: PEB or PEB-PRS-D, size per valve schedule for 24 volt
systems. Include proprietary pressure regulating device if noted on the plan. Master
Valve shall be GB series brass valve, requirements below are applicable to station
valves only.
1. Glass filled, nylon, reinforced diaphragm type, normally closed, with manual flow
adjustment,and operated by 24 volt AC solenoid.
2. �llaximum cold water working pressure 150 psi.
3. Dual ported diaphragm to allow equal pressure on both sides of diaphragm wall
regardless of line pressure.
4. Diaphragm constructed of nylon reinforced rubber.
5. Non-corrosive exhaust orifice with an opening larger than the diaphragm ports so
that any pieces of sand or silt passing through the diaphragm will not'be trapped
beneath.the solenoid actuator.
6. One-piece solenoid design with captured plunger and spring for easy servicing.
7. Valve body and cover shall be glass-filled plastic. Cover retention mechanism
shall be W'stainless steel studs.
8. Manual internal and external bleed mechanism.
9-15.5 VALVE BOXES AND PROTECTIVE SLEEVES
Section 9-15.5 is replaced with the following:
The Contractor shall provide and install valve boxes for the following irrigation
components using the type, Size and color noted, including all;necessarybox extensions
and drain rock. If;no size is listed the contractor shall determine the correct size based
on the components and access needs for maintenance." If in the opinion of the Engineer
City of Renton-Logan Ave.N. Page 112 Special Pmvisions
Stage 2 Lake Washington Trail Project May 2010
any component cannot be accessed, adjusted or replaced easily it will be the
responsibility pf the Contractor to replace the valve box with a larger model at no
additional cost.
Assembly.04— -wk Valve ,
GeyeF
(2) Automatic Control Valves: Carson Jumbo 12-inch 1220 w/ Bolt Down Lid
(Green),extensions as needed. (or Approved Equal)
(3) Quick CouDlerKValves: Carson Round 10-inch 910-4 w/ Bolt Down Lid (Green),
extensions as needed. (or Approved Equal).
(4) Manual Drain Valves: Weathermatic 906L with Locking Cover. (or Approved
Equal). Provide two operating keys and two cover keys.
(5) Manual. Gate Valves (shut-off): Carson Round 10-inch 910-4 wl Bolt Down Lid
(Green), extensions as needed (or Approved Equal). Include Valve Key, 36
inches (915 mm) long with tee handle and key end to fit valve.
9-15:8 QUICK COUPLtNG, ,EOUIPMENT
Section 9-15.8 is replaced with the following:
Quick-Coupling Valves:`Rain Bird 44LRC (1") with matching key and swivel hose ell.
Factory-fabricated, 2-piece,,assembly. Include coupler water-seal valve; removable
upper body with spring-loadedor weighted, rubber-covered cap. Install on triple swing
joint assembly with Anti-rotation device as indicated in Details on Plans. Provide quick
coupling key with 1" resilient seated ball valve and 1 hose swivel with ASME 61.20.7
3/4 11.5NH threads for garden hose on outlet and required threaded brass nipples.
Include vandal-resistant, locking feature with 2 matching keys.
Winterization Blowout Connection Quick CouplingValve Factory fabricated, 2-piece
assembly. Include coupler water seal valve, removable upper body with spring loaded
or weighted, rubber cap. Install in Reduced Pressure Backflow Preventer Enclosure.
Provide quick coupling key of equal size.
9-15.9 DRAIN VALVES
Section 9-15.9 is replaced with the following:
Drain valves shall be Buckner AV075, 3/4" or approved equal. The Contractor shall
provide the Engineer with an operating key. Provide two cubic feet gravel sump at each
valve.`Automatic drain valves will not be accepted.
6 Section 9-15;5 edited per Addendum #4: Strikethrough item (1)in this section.
x.
City of Renton—Logan Ave.N. Page 113 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
915.11 CROSS CONNECTION CONTROL DEVICE'
Section 9-15.11 is replaced with the following:
iKigatiGA system A. The Double Gheek Valve Assembly shaN be FebOG' SW'(GF
. The Contractor shall install the size indicated on
the plans or details. The Contractor shall verify the model selected is.approved for use
by the Washington StateDepartment of Health, Olympia,Washington, The Contractor is
responsible for the initial and annual backflow preventer certification during the system
warranty period.
9-15.17 ELECTRICAL WIRE AND SPLICES
Section 9-15.17 is revised as follows
The second paragraph is replaced with the following:
The underground wire splices shall be 3M DBY or DBR wire splice kits.
9-15.20 SWING JOINT ASSEMBLIES
Section 9-15.20 new section:
Description: Manufacturer's swing joint assemblies designed to connect lateral lines and
sprinkler or rotor heads.
1, Spray Head Swing Joints shall be Hunter SJ-512 factory assembled three-way
swing joint assembly, or approved alternate.
2. Rotor Swing Joints shall be Rain Bird TSJ-12 pre-manufactured swing joint.
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES
9-23.9 Fly Ash
Section 9-23.9 is revised as follows:
Fly ash shall not be used around water lines.
9-29 ILLUMINATION, SIGNALS, ELECTRICAL
9-29.1 1Conduit, lnnerduct,and Outerduct
Section 9-29.1 is supplemented by adding the following:
The conduit P.V.C. - non-metallic shall be of the two types indicated below:
1. Schedule 80 Extra heavy wall RV.0 conforming to ASTM Standards, to be used:
in all installations under roadways.
Section 9-15.11 replaced per Addendum#4.
City of Renton--Logan Ave.N. Page 114 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
2. Schedule 40 heavy wall P.V.C. conforming to ASTM Standards.
9-29.2 Junction,,Boxes, Cable Vaults and Pull Boxes
Section 9-29,2 is supplemented with:
Junction boxes shall be reinforced concrete with galvanized steel frame anchored in
place and galvanized steel cover plate (Diamond pattern) as indicated on detail sheets.
Junction boxes for copper wire shall incorporate a locking lid per City of Renton
Standard Plan.
9-29.3 Conductors, Cable
Section 9-29.3 is revised and supplemented as follows:
Supplement:
Each wire shall be numbered at each terminal end with a wrap-around type numbering
strip bearing the circuit number shown on the plans.
The Contractor shallprcwide and install all the necessary wiring, fuses and fittings so as
to complete the installation of the signal and lighting equipment as shown on the plans.
All materials and installation methods, except as noted otherwise'herein, shall comply
with applicable sections of the National Electrical Code.
When included in the contract, the shielded communications/signal interconnect cable
shall meet the following:
1. Conductors: Solid, soft drawn, annealed copper, size 19 awg:
2. Insulation: solid, virgin high density polyethylene or polypropylene, with
telephone industry color coding.
3. Cable core assembly: insulated conductors are twisted into pairs with varying
lays (twist lengths) to minimize cross talk and meet strict capacitance limits.
4. Shielding:A corrosion/oxidation resistant tinted ethylene copolymer coated (both
5. sides). 008" thick`corrugated aluminum tape shield is applied longitudinally with
shielding coverage: A '.005 corrugated tape applied in the same manner is
acceptable.
6. Outer jacket: A black, low density high molecular, weight virgin polyethylene
(compounded to withstand sunlight, temperature variations and other
environmental conditions plus abuse during installation) is extruded overall to
provide a continuous covering.
7. Footage markings: footage markings must be printed sequentially a minimum of
2'along the outer jacket.
8. Filling: the` entire cable within the outer jacket is flooded with petroleum-
polyethylene gel filling compound including the area between the outer jacket
and the shield.
9-29.6 Light g t and Signal Standards
Section 9-29.6 is supplemented with:
Light standards shall be finished with a texture black color. The anchor boltpattern shall
match the pattern of the device to be installed therein.
City of Renton—Logan Ave.N. Page 115 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
9-29.6(1) Steel Light and Signal Standards
Section 9-29:6(1)is supplemented with:
g g galvanized,and then
Steel light standards and signal standards and mast arms, shall be
painted jet black in color. Textured color finish shall be Standard Lumec Color BKTX, or
approved equal Application of polyester powder coat paint shall' be 4 mils1100
microns. The chemical composition shall provide highly durable UV and salt spray
resistant finish in accordance to the ASTM-B117-73 standard and be humidity proof in
accordance to the ASTM-D2247-68 standard.
9-29.6(5) Foundation Hardware
Section 9-29.6(5) is supplemented with:
The anchor bolt pattern shall match the pattern of the device to be installed therein.
9-29.6(6) Banner Arms
Section 9-29.6(6) is a new section:
Banner Arms shall be Spring Banner Mapco BA 27600 Arms or equal as approved by
the Engineer. The top banner arm shall be mounted on the street sidelights only, 22
feet above the surface of the street and sized for banners 30 inches wide and 96 inches
tall. The bottom banner arm shall be mounted accordingly. Installation'shall be per
manufacturers recommendations.
Banner arms shall be painted jet black in color to match the steel light standards.
9-29.9 Ballast, Transformers
Section 9-29.9 is supplemented by adding the following:
The Ballast shall be pre-wired to the lamp socket and terminal board.
9-29.10 Luminaires
Section 9-29.10 is supplemented by adding the following:
The filter shall be charcoal with elastomer gasket.
Luminaires shall be LUMEC DMS50-SG-LD-MM and LUMEC DAS55-S63 or equal. The
luminaire nearestthe service cabinet shall have`a photocell on top for controlling the
contactor for the illumination circuits in the service cabinet.
Luminaire housings shall be painted jet black in color to match the steel light standards.
Housings shall withstand a 1,000-hour salt spray test as specified in ASTM B 117.
City of Renton-Logan Ave.N. Page 116 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
Luminaires for street lighting shall use 400 watt HPS lamps operating on 240 Volts with
built-in auto-regulator Ballast. Luminaires for trail lighting shall use 40 watt LED lamps
operating on,240 Volts with built-in auto-regulator ballast. Light distribution shall be IES
Type !ll cut-off tj distribution. The manufacturer's name or symbol shall be clearly
marked on each luminaire.
9-29.11(2) Photoelectric Controls
Section 9-29.11(2) is replaced with:
The photoelectric control for the illumination circuit(s) shall be a plug-in device, rated to
operate on 120 volts, 60 Hz. The unit shall consist of a light sensitive element connected
to necessary control relays.The unit shall be so designed that a failure of any electronic
component will energize the lighting circuit.
The photo cell shall be a solid state device with stable turn-on values in the temperature
range of-55 degrees C to +70 degrees C. The photo cell shall be mounted externally on
top of the project luminaire closest to the electrical service cabinet. The photo cell shall
be capable of switching"ON" 1,000 watts of incandescent load as a minimum.
9-29.13(4) Wiring Diagrams
Section 9-29.13(4) is modified and supplemented by retaining the first three sentences
and replacing the remainder with:
The controller cabinet shall have a waterproof envelope with a side access attached to
the inside of the cabinet door. There shall be four (4) complete sets of controller cabinet
schematics as well as manuals for all assemblies and sub-assemblies. The controller
cabinet schematics shall include the intersection name, and an intersection diagram that
shall include intersection phasing and loop assignments. There shall be a digital
compact disk (CD) containing the controller cabinet schematics in AutoCAD digital file
format.
9-29.24 Service Cabinets
Section 9-29.24 is replaced by the following:
The street lighting service cabinet shall be as shown in the City of Renton Standard
Details J010 and J017. All electrical conductors, buss bars and conductor terminals
shall be copper or brass. The cabinet shall be fabricated from galvanized cold rolled
sheet steel, with 12 gauge used for exterior surfaces and 14 gauge for interior panels.
Door hinges shall be the continuous concealed piano type and no screws, rivets or bolts
shall be visible outside the enclosure. The cabinet door shall be fitted for a Best internal
type tock. The cabinet shall have ventilation louvers on the lower and upper sides
complete with screens, filters and have rain tight gaskets. The cabinet door shall have a
one piece weather proof neoprene gasket.
9-29,24(1) Painting
Section 9-29.24(1) is replaced with the fallowing:
The finish coat'shall be a factory baked on enamel light grey in color. The galvanized
surface shall be etched before the baked on enamel is applied. The interior shall be
given a finish coat of exterior grade of white metal enamel.
Painting shall be done in conformance with the provisions of Section 8-20.3(12).
City of Renton—Logan Ave.N. Page 117 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
9.29.24(2) Electrical Circuit Breakers and Contactors
Section 9-29.24(2) is deleted and replaced with the following:,,
The electrical circuit breakers and contactors shall be as indicated on the contract plans
and detail sheets. The following equipment shall be featured within the cabinet.
1. Main circuit breaker
2. Branch circuit'breakers
3. Utility plug(120 volt-20 Amp rated) G.F.I.Type
4. Eight control test switch (120 volt-15 Amp)
5. Contactor relay for each circuit
6. double pole branch breaker(s) for lighting circuits (240 volt)
7. One 120 volt, 20 Amp single pole branch breaker(for utility plugs)
8. Type 3-single phase 120/240 volt grounded neutral service
9. One 120 volt 40 Amp single pole branch breaker(signal service)
10. Complete provisions for 16 breaker poles
11. Name plates phenolic black with white engraving except the main breaker which
shall be red with white lettering. All name plates shall be attached by S.S.
screws.
12. Meter base sections are unnecessary
Amplifier, Transformer, and Terminal Cabinets9-29.25 p ,
Section 9-29.25 is supplemented as follows:
The terminal box shall be weather tight, have a single door with continuous hinge on one
side and screw hold-downs on the door locking side. All hardware will be stainless steel.
All mounting hardware shall be stainless steel and shall be incidental to the unit price of
terminal box.
Terminal blacks shall be 600V heavy duty, barrier type. Each terminal shall be separated
by a marker strip. The marker strip shall be permanently marked with the circuit number
indicated in the Pians. Each connector shall be a_screw type with No 10 post capable of
accepting no less than 3#12 AWG wires fitted with spade tips.
Interconnect splice tower cabinets shall be Type F,with nominal dimensions of 22" high'x
13" wide x 11" deep and constructed of cast aluminum and fitted with a Best internal
lock.
City of Renton Logan Ave.N. Page 118 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
STDPLANS.GR9
PLANS
STANDARD PLANS
STANDARD PLANS
April 13, 2009
The State of Washington Standard Plans for Road, Bridge and Municipal Construction
M21-01 transmitted under Publications Transmittal No. PT 09-013, effective April 6, 2009
is made a part of this contract.
k
The Standard Plans are revised as follows:
All Standard Plans
All references in the Standard Plans to "Asphalt Concrete Pavement" shall be
revised to read "Hot Mix Asphalt".
All references in the Standard Plans to the abbreviation ACP shall be revised to
read "HMA
B-10.20 and$10.40
Substitute "step" in lieu of"handhold" on plan
C-1 b
In the ANCHOR POST ASSEMBLY, the above ground 7 1/2 long bolt connecting
the Wood Breakaway Post to the Foundation Tube is revised to 10" long.
C-2r
DELETED
C-2s
DELETED
C-2t
DELETED,
C73,C-313. C-3C
Note 1 is revised as follows: replace reference F-2b with F-10.42
Y
C-4a
L14
DELETED
City of Renton-Logan Ave.N. Page 119 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
C-5
In the A CONNECTION, `Type 3 transition pay limit" is revised to "transition pay
limit".
C-10(sheet 2,of 2)
COVER PLATE DETAIL,dimension of the 1"dia. holes, changes from 8"to 3"
C=11 c
DELETED
F-40.12 through F-40.18
The following note is added to these five plans:
Note 7. To the maximum extent feasible, the ramp cross slope shall not exceed
2%.
-9a
DELETED
J-6f
DELETED
DELETED
J-6h
DELETED
J-:1
DELETED
J-11 c
DELETED
J-1 5a
DELETED
J=15b_
DELETED
K-80.30-00
City of Renton-Logan Ave.N. Page 120 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
In the NARROW BASE, 'END view,the reference to Std. Plan C-8e is revised to Std.
Plan K-80.35
L-20.10-00,,Sheet 1
Delete all references to tension cable and substitute tension wire.
Add knuckled selvage is required on the top edge of the fence fabric.
L-20.10-00, Sheet 2
Delete all references to tension cable and substitute tension wire.
All rope thimbles, wire rope clips and seizing are not required:
L- _
_ 30.10 00, Sheet 1
Delete all references to tension cable and substitute tension wire.
L-30.1 Q-00. Sheet 2
Delete all references to tension cable and substitute tension wire.
All rope thimbles, wire rape clips and seizing are not required.
M-1.60
COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of
225' MIN. is changed to'300' MIN.
The following are the Standard Pian numbers applicable at the time this project was
advertised. The date shown with each plan number is the publication approval date
shown in the lower right-hand corner of that plan. Standard Plans showing different
dates shall not be used in this contract.
A-10.10-00........8/07/07 A-30.30-00......11/08/07 A-50.20-00.....11/17/08
A-10.20-00......10/05/07 A-30.35-00......10/12/07 A-50.30-00.....11/17/08
A-10.30-00......10/05/07 A-40.10-00......10/05/07 A-50.40-00.....11/17/08
A-20.10-00........8/31/07 A-40.20-00........9/20/07 A-60.10-00.....10/05/07
A-30.10-00......11/08/07 A-40.50-00.....11/08/07 A-60.20-00.....10/05/07
A-30.15-00......11/08/07 A-50.10-00.....11/17/08 A-60.30-00.....11/08/07
A-60.40-00......8/31/07
B-5.20-00...........6/01B-30.50-00
!06 ........6/01.!06 B-75.20.01.......6/10!08 ,
B-5.40-00..........6/01/06 B-30.70-01........8/31/07 B-75.50-01.......6/10/08
B-5.60-00..........6/01/06 B-30.80-00........6/08/06 B-75.60-00.......6/08/06
B-10.20-00........6/01/06 B-30.90-01........9/20/07 B-80.20.00.......6/08/06
B-10.40-00........6/01/06 B-35.20-00........6/08/06 B-80.40-00.......6/01/06
B-10.60-00...:....6/08/06 B-35,40-00........6/08/06 B-82.20-00.......6/01/06
B-15.20-00........6/01/06' B-40.20-00........6/01/06 B-85.10-01.......6/10/08
City of Renton-Logan Ave.N. Page 121 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
B-1 5.40-00........6/01/06 B-40.40-00........6/01/06 B-85.20-00.......6/01/06
B-15.60-00........6/01/06 B-45.20-00........6/01/06 B-85.30-00.......6/01/06
B-20.20-01......11/21/06 B-45.40-00........6/01/06 B-85.40-00.......6/08/06
B-20.40-02........6/10/08 B-50.20-00........6/01/06 B-85.50-01.......6/10/08
B-20.60-02........6/10/08 B-55.20.00........6/01/06 B-90.10-00.......6/08/06
B-25.20-00........6/08/06 B-60.20-00........6/08/06 B-90.20-00.......6/08/06
B-25.60-00........6/01/06 B-60.40-00........6/01/06 B-90.30-00.......6/08/06
B-30.10-00........6/08/06 B-6520-00........6/01/06 B-90.40-00.......6/08/06
B-30.20.01......11/21/06 B-65.40-00........6/01/06 B-90.50-00.......6/08/06
B-30.30-00........6/01/06 B-70.20-00........6/01/06 B-95.20-01.......2/03/09
B-30.40-00........6/01/06 B-70.60-00........6/01/06 B-95.40-00.......6/08/06
C-1 .... ....2/10/09 : C-4e .2/20/03 C-14i.................2/10/09
C-1 a........... ......2/10/09 C-4f...................6/30/04 C-14j...............12/02/03
C-1b... ............10/31/03 C-5..................10/31/03 C-14k.................2/10/09 '
C-1 c.. ............5/30/97 C-6....................5/30/97 C-15a.................7/3/08
C-1d.............:..10/31/03 C-6a ............. 3/14/97 C-15b.................7/3/08
C-2....................1/06/00 C-6c..................1/06/00 C-16a...............11/08/05
C-2a...............:..6/21/06 C-6d .................5/30/97 C-16b...............11/08/05
C-2b... ..............6/21/06 C-6f...................7/25/97 C-20.14-00........2/06/07
C-2c..................6/21/06 C-7..................10/31/03 C-20.40-00........2/06/07
C-2d..................6/21/06 C-7a................10/31/03 C-20.42-00........2/03/09
C-2e.... .............6/21/06 C-8....................2/10/09 C-22.14-00........2/03/09
C-2f.... ..............3/14/97 C-8a .................7/25/97 C-22.16-00........2/03/09
C-2g..................7/27/01 C-8b .................2/10/09 C-22.40-01......10/05/07
C 2h... ....3/28/97 C-8e .2/21/07 C-23.60-00 .2/06/07
C-2i...................3/28/97 C-8f...................6/30104- C-25.18-01........9/20/07
C-2j...................6/12/98 C-10..................7/31/98 C-25.20-03........2103/09
C-2k... 7/27/01 C-13....................7/3/08 C-25.22.02........2/03/09
C-2n..................7/27/01 C-1 3a........ .........7/3/08 C-25.26.00........2/03/09
C-2o..................7/13/01_ C-1 3b 7/3/08 C-25.80-01 .7/3/08
C-2p................10/31/03 C-1 3c.................7/3/08 C-28.40-00........2/06/07
C-3........... ......10/04/05 C-14x.................7/3/08 C-40.14-00........2/03/09
C-3a............ ...10/04/05 C-14b................7/26/02 C-40.16-00........2/03/09
C-3b... ............10/04/05 C-14c.................7/3/08 C-40.18.00........2/03/09
C-3c..................6/21/06 C-14d.................7/3/08 C-90.10.00........7/3/08
C-4..... ..............2/21/07 C-14e.................7/3/08
C-4b... ..............6/08/06 C-14h...............2/10/09
D-2.02-00........11/10/05 D-2.44-00........11/10/05 D-3b 6/30/04
D-2.04-00........11/10/05 D-2.46-00........11/10/05 D-3c 6/30/04
City of Renton-Logan Ave.N. Page 122 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
D-2.06-01........1/06/09 D-2.48-00........11/10/05 D-4.................
D-2.08-00........111'10/05 D-2.60-00........11/10/05 D-6.................:.6/ 9/98
D-2.10-00........11110/05 D-2,62-00........11/10/05 D-10.10--01......12102/08
D-2.12-00........11/10/05 D-2.64-01........1/06/09 D-10.15-01......12/02/08
D-2.14-00........11/10/05 D=2.66-00........11/10/05 D-10.20=00.........7/8/08
D-2.16-00........11/10/05 D-2.68-00........11/10/05 D-10.25-00.........7/8/08
D-2.18-00........11110/05 D-2.7$-00........11/10/05 D-10.30-00.........7/8/0$
D-2,20-00........11/10/05 D-2:80-00 .11/10/05 D-10.35-00.........7/8/08
D-2.30-00........11/10/05 D-2.82-00........11/10/05 D-10.40-01......12/02/08
D-2.32-00........11/10/05 D-2.84-00........11/10/05 D-10.45-01......12/02/08
x D-2.34-01........1/06/09 D-2.86-00.
.11/10/05 D-.15.10-01 ..12/02/0$
D-2,36-02........1/06/09 D-2.88-00........11/10/05 D-15.20=01........1/06/09
D-2.38-00........11110/€35 ,D-2.92-00........11/10/05 D-15.30-01......12/02/08
D-2.40-00........11/10/05 0-3.. ..... ...........7/13/05
D-2.42-00........11/10/05 Dia .................12/02/08
E-1.. .................2/21/07 E-4. 8/27/03
E-2.. ................5/29/98 E-4x..................8/27/03
F-10.12-00.......12/20/06 F-30.10-00........1/23/07 F-40.18-00.......2/07/07
F-10.16-00.. 12/20/06 F-40.10-01 .10105/07 F-40.20-00.....10/05/07
F-10.40-01...........7/3/08 F-40.12-00........2/07/07 F-42.10-00.....10/05/07
F-10.42-00.........1/23/07 F-40.1400........2/07/07 F-80.10-00.......1/23/07
F-10.62-01.... 9/05/07 F-40.15-00.........2/07/07
F-10.64-02...........7/3/08 F-40.16-00........2/07/07
G-10.10-00........9/20/07 G-24.60-00.....11/08/07 G-70.20-00......10/5/07'
G-20.10-00........9/20/07 0-25.10-01......1/06/09 G-70.30-00......10/5/07
G-22.10-01..........7/3/08 G-30.10-00.....11/08/07 G-90.10-00.....1/06/09
G-24.10-00......11/08/07 1a=50.10-00..:..11/08/07 G-90.20-00.....1106/09
G-24.20-00......11/08/07 G-60.10-00.......8/31/07 G-90.30-00.....1/06/09
Lill
G-24.30-00......11/08/07 G-60.20-00.......8/31/07 G-90.40-00......1/06/09
G-24,40-01......12/02/08 G-60.30-00.......8/31/07 G-95.10-00.....11/08/07
G-24.50-00.....11/08/07 G-70.10-00......10/5/07 G-95.20-01......7/10/08
G-95.30-01......7/10/08
H-10.10-00..........7/3/08 H-32.10-00.......9/20/07 H-70.10-00......9/05/07
H-10.15-00..........7/3/08 H-60.10-01.........7/3/08 H-70.20-00......9/05/07
H-30.10-00.::...10/12/07 H-60.20-01.........7/3/08 H-70.30-01......11/17/08
-10,10-00.........8/31/07 1-30.50-00.......11/14/07 1-50.20-00..........8/31/07
City of Renton-.Logan Ave.N. Page 123 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
1-30.10-00.........9/20/07 I-40.10-00.........9/20/07 1-60.10-00........8/31/07
1-30.20-00.........9/20/07 1-40.20-00.........9/20/07 1-60.20-00........8/31/07
1-30.30-00.,.......9/20/07 1-50.10-00.........9/20107 I-80.10-00........8/31/07'
I-30.40-00.......10/12/07
J-1 f.......... .........6/23/00 J-9a..................4/24/98 J-28.30-00.......8/07/07
J-3.......... ..........8/01/97 J-10..................7/18/97 J-28.40-00.......8/07107
J-3b.... ..............3/04/05 J-11 b.................9/02/05 J-28.42-00.......8/07/07
J-3c...................6124/02 J-12..................2/10/09 J-28.45-00.......8/07/07
J-3d........ ........11105/03 J-16a................3/04/05 J-28.50-00.......8/07/07
J-5.....................8/01/97 J-16b................2/.10/09 J-28.60-00...:.,.8107/07
J-6c........ ..........4/24/98 J-16c.................2/10/09 J-28.70-00......11/08/07
J 7a.... ....9/12/01 J-18.................2/10/09 J-40.10-00 ...1/06/09
J-7c...................6/19/98 J-19.................2110/09 J-40.30-00..... 1/06/09
J-7d.... ..............4/24/98 J-20.................9/02/05 J-75.10-00......2/10/09
J-8a.... ..............5/20/04 J-28.10-00......8/07/07 J-75.20-00......2110/09
J-8b..................5/20/04 J-28.22-00.......8/07/07 J-75.30-00......:2/10/09
J-8c......... .........5/20/04 J-28.24-00.......8/07/07 J-90.10-00.......2/10/09
J-8d.... .............5/20/04 J-28.26-01......12/02/08 J-90.20-00.......2/10/09
K-10.20-01......10/12/07 K-26.40-01......10/12107 K-40.60-00.......2/15/07
K-10.40-00........2/15/07 K-30.20-00........2/15/07 K-40.80-00.......2115/07
K-20.20-01......10/12/07 K-30.40-01......10/12/07 K-55.20-00.......2/15/07
K-20.40-00........2/15/07 K-32.20-00........2/15/07 K-60.20-02.........7/3/08
K-20.60-00......,.2/15/07 K-32.40-00........2115/07 K-60.40-00.......2/15/07
K-22.20-01......10/12/07 K-32.60-00 .2/15/07 K-70.20-00 ..2/15/07
K-24.20-00........2/15/07 K-32.80-00........2/15/07 K-80.10-00.......2121/07
K-24.40-01......10/12/07 K-34.20-00........2/15/07 K-80.20-00.....12/20/06
K-24.60-00........2/15/07 K-36.20-00........2/15/07 -K-80.30-00.......2/21/07
K-24.80-01......10/12/07 K-40.20-00........2/15/07 K-80.35-00.......2121/07
K-26.20-00........2/15/07 K-40.40-00.....,..2/15/07 K-80.37-00.......2121107
L-10.10-00........2/21/07 L-40.10-00.......2/21/07 L-70.10-01.......5/21/08
L-20.10-00........2/07/07 L-40.15-00.......2/21/07 L-70.20-01..:....5/21/08
L-30.10-00........2/07/07 L-40.20-00.......2/21/07
M-1.20-01,.........1/30/07 M-7.50-01.........1/30107 M-24.60-02.......2/06/07
M-1.40-01.........1/30/07 M-9.50-01'.........1/30/07 M-40.10-00......9/20/07
M-1.60-01.........1/30/07 M-9.60-00.......2/10/09 M-40.20-00...10/12/07
M-1.80-02.........8/31/07 M-11.10-01.......1/30/07 M-40.30-00......9/20107
M-2.20-01.........1130/07 M-15.10-01.......2/06/07 M-40.40-00......9/20/07
City of Renton-Logan Ave.N. Page 124 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
M-2.40-01.........1/30/07 M-17.10-02.........7/3/08 M-40.50-00.....:9/2€?/07
M-2.60-01.........1/30/07 M-20.10-01.......1/30/07 M-40.60-00......9/20!07
M-3.10-02.........2/10/09 'M-20.20-01.......1/30/07 M-60.10-00......9/05/07
M-3.20-01.........1/30/07 M-20.30-01.......1/30/07 M-60.20,01......2/03/09
M-3.30-02.........2/10/09 M-20.40-01.......1/30/07 M-65.10-01......5/21/08
M-3.40-02.........2/10/09 M-20.50-01.......1/30/07 M-80.10-00......6/10/08
M-3.50-01.........1/30/07 M-24.20-01.......5/31/06 M-80.20-00......6/10/08
M-5.10-01.........1/30/07 M-24.40-01.......5/31/06 M=80.30-00......6/10/08
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City of Renton-Logan Ave.N. Page 125 Special Provisions
Stage 2 Lake Washington Trail Project May 2010
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1 APPENDIX A
PREVAILING WAGE RATES
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E
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BENEFIT CODE KEY-EFFECTIVE 03-03-2010
OVERTI\IE CODES
OVERTIN E CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC
WORKS PROJECTS,THE HOURLY RATE DIUST BE NOT LESS THAN THE PREVAILING RATE OF LAVAGE BIINUS THE
HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER.
1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE
( AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF
TIMES THE HOURLY RATE OF WAGE.
B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON.SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
C. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(I0)
VIII HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER
OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE -EIGHT(8)HOUR WORKWEEK DAY OR A FOUR-TEN (10)
HOUR WORKWEEK DAY AND THE FIRST EIGHT(8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK
SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED
AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
E. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT
(8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL
OTHER HOURS WORKED MONDAY THROUGH SATURDAY,AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS
07 SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
F. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)
HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER
OVERTIME HOURS WORKED,EXCEPT LABOR DAY,SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL
HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE.
G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH
CALENDAR WEEKDAY IN A FOUR- TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH
SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY
RATE OF WAGE.
H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER
CONDITIONS OR EQUIPMENT BREAKDOWN)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS
WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
J. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)
HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED OVER TEN(10)HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT
ib DOUBLE THE HOURLY RATE OF WAGE.
K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
io
L. ALL HOURS WORKED IN EXCESS OF TEN(10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS
WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
Ir M. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER
CONDITIONS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY.RATE OF WAGE. ALL HOURS WORKED
ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
N. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
0. - THE FIRST TEN(10)HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY
THROUGH FRIDAY,AND AFTER TEN(10)HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
WAGE.
P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS
SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF NAGE. ALL HOURS WORKED ON HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
BENEFIT CODE KEY-EFFECTIVE 03-03-2010
--2-
I. Q. THE FIRST TWO (2)HOURS AFTER EIGHT (8)REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10)
HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED IN EXCESS OF TEN(10)HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS
WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT CHRISTMAS DAY)SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE.
R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE,
S. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT
(8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL
HOURS WORKED ON HOLIDAYS AND ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE
PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE
TIMES THE HOURLY RATE OF WAGE.
T. WORK PERFORMED IN EXCESS OF EIGHT(8)HOURS OF STRAIGHT TIME PER DAY,OR TEN(10)HOURS OF STRAIGHT
TIME PER DAY WHEN FOUR TEN(10)HOUR SHIFTS ARE ESTABLISHED, OR FORTY(40)HOURS OF STRAIGHT TIME
PER WEEK,MONDAY THROUGH FRIDAY,OR OUTSIDE THE NORMAL SHIFT,AND ALL WORK ON SATURDAYS SHALL
BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS (12) IN A
SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL
BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO
ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO
EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER AN
EMPLOYEE HAS WORKED EIGHT(8)HOURS AT AN APPLICABLE OVERTIME RATE,ALL ADDITIONAL HOURS SHALL
BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)
HOURS OR MORE,
U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT TWO TIMES
THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE
HOURLYRATE OF WAGE.
V. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY)
SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON
THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF NAGE.
W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE
CONTROL OF THE EMPLOYER))SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL
HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST
TWELVE(12)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY,
THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE
HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
Y. ALL HOURS WORKED OUTSIDE THE HOURS OF 5:00 AM AND 5:00 PM(OR SUCH OTHER HOURS AS MAY BE AGREED
UPON BY ANY EMPLOYER AND THE EMPLOYEE)AND ALL HOURS WORKED IN EXCESS OF EIGHT (8)HOURS PER
DAY(10 HOURS PER DAY FOR A 4 X 10 WORKWEEK)AND ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY)
SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.(EXCEPT FOR EMPLOYEES WHO ARE
ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL
BE PAID AT THE STRAIGHT-TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY(10 IN A 4 X 10 WORKWEEK)
OR 40 HOURS DURING THAT WORKWEEK.)ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE
(12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY
RATE OF WAGE.
Z ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN
ADDITION TO HOLIDAY PAY.
2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE
AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. THE FIRST SIX(6)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS
AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
BENEFIT CODE KEY-EFFECTIVE 03-03-2010
-3-
D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN
ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-HALF
TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT
TWO TIMES THE HOURLY RATE OF WAGE.
F. THE FIRST EIGHT(8)HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN
ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE
PAID AT DOUBLE THE HOURLY RATE OF WAGE.
G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE
INCLUDING HOLIDAY PAY.
H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
2. 1. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
r'
J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE,
INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE
HOURLY RATE OF WAGE.
K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO
THE HOLIDAY PAY.
L. ALL HOURS WORKED ON SATURDAYS (OR ON THE REGULAR DAY OFF DURING A WORKWEEK OTHER THAN
MONDAY THROUGH FRIDAY)AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE
OF WAGE, EXCEPT LABOR DAY WHICH SHALL BE PAID AT DOUBLE THE HOURLY RATE. ALL HOURS WORKED
MONDAY THROUGH SATURDAY OVER TWELVE(12) HOURS AND ALL HOURS WORKED ON SUNDAYS SHALL BE
PAID AT DOUBLE THE HOURLY RATE OF WAGE.
M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE.
P. THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
S. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE,
EXCEPT THE DAY AFTER THANKSGIVING,THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY,WHICH SHALL
BE PAID AT THE STRAIGHT TIME RATE IF WORKED,IN ADDITION TO HOLIDAY PAY.
A T. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF PAY,AND THIS
RATE SHALL INCLUDE HOLIDAY PAY.
U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED OVER 12 HOURS IN A DAY,OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
V. ALL HOURS WORKED ON SATURDAYS AND ON MAKE-UP DAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
BENEFIT CODE KEY-EFFECTIVE 03-03-2010
-4-
W. THE FIRST TWO (2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8)
HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER q.
HOURS WORKED MONDAY THROUGH SATURDAY,AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE
PAID AT DOUBLE THE HOURLY RATE OF WAGE. ON A FOUR-DAY,TEN-HOUR WEEKLY SCHEDULE,EITHER MONDAY
THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE, ALL HOURS WORKED AFTER TEN SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT(8)HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT
ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH, SIXTH,AND
SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
X. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M.AND 6:00 A.M.AND ALL HOURS
ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
4A. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT DOUBLE
THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE.
HOLIDAY CODES
5. A. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY
AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7).
B. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY
AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8).
C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL
ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING
DAY,AND CHRISTMAS DAY(11).
G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7).
H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, TME DAY AFTER
THANKSGIVING DAY,AND CHRISTMAS(6).
I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND
CHRISTMAS DAY(6).
J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER
THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7).
K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY
(9)•
L. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR.DAY, MEMORIAL DAY,INDEPENDENCE DAY, LABOR
DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
M. HOLIDAYS: NEW YEAR'S DAY,MARTIN LUTHER KING JR.DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR
DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS
DAY(9).
N. HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS'
DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9).
P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY
AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). IF A
HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY.
BENEFIT CODE KEY-EFFECTIVE 03-03-2010
-5-
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
AND CHRISTMAS DAY(6).
R PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2).
5. S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,
THANKSGIVING DAY,AND CHRISTMAS DAY(7).
T. PAID HOLIDAYS: NEW YEAR'S DAY,WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR
AFTER CHRISTMAS(9).
U. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,AND CHRISTMAS DAY(8).
V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS.
W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS.
X. HOLIDAYS: AFTER 520 HOURS-NEW YEAR'S DAY,THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS
- NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(8).
Y. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,PRESIDENTIAL ELECTION DAY,
THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8).
Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8}.
61 B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9).
C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND
CHRISTMAS DAY(9).
D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY
AFTER CHRISTMAS DAY(9).
E. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE OR AFTER NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY,
INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND
A HALF-DAY ON CHRISTMAS EVE DAY. (91/2).
F. PAID HOLIDAYS: NEW YEARS DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY,LABOR DAY,VETERANS'DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,
AND CHRISTMAS DAY(11).
G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING
DAY, CHRISTMAS DAY,AND CHRISTMAS EVE DAY(11).
H. PAID HOLIDAYS: NEW YEAR'S DAY,NEW YEAR'S EVE DAY,MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,
THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY AFTER CHRISTMAS,AND A
FLOATING HOLIDAY(10).
I. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING
DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7).
J. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING
z DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A
FLOATING HOLIDAY(9).
L. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,
THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND
CHRISTMAS DAY.(8)
Q. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS DAY,
THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY;
PRESIDENTS'DAY.
BENEFIT CODE KEY-EFFECTIVE 03-03-2010
-6-
T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,THE LAST WORKING DAY BEFORE
CHRISTMAS DAY,AND CHRISTMAS DAY(9).
U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE
CHRISTMAS DAY,CHRISTMAS DAY(9).
V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING
DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE
EMPLOYEE'S CHOICE(9).
W. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY, CHRISTMAS
DAY,DAY BEFORE OR AFTER CHRISTMAS DAY(10).
X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING
DAY,CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY,EMPLOYEE'S BIRTHDAY(11).
Y. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A FLOATING
HOLIDAY(9).
Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,
FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). IF A HOLIDAY FALLS ON SATURDAY,THE
PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY. IF A HOLIDAY FALLS ON SUNDAY,THE
FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY.
NOTE CODES
8. A. IN ADDITION TO THE HOURLY NAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO
DEPTHS OF FIFTY FEET OR MORE:
OVER 50'TO 100'-$2.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100'TO 150'-$3.00 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 15V TO 220'-$4.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 220'-$5.00 PER FOOT FOR EACH FOOT OVER 220 FEET
C. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO
DEPTHS OF FIFTY FEET OR MORE:
OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100'TO 150'-S 1.50 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 150'TO 200'-$2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200'-DIVERS MAY NAME THEIR OWN PRICE
D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR.
L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A:$0.75,LEVEL
B:$0.50,AND LEVEL C:$0.25.
M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS:LEVELS A&B: $1.00,
LEVELS C&D:$0.50.
N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A:$1.00,LEVEL
B:$0.75,LEVEL C:$0.50,AND LEVEL D:$0.25
P. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-CLASS A SUIT:$2.00,
CLASS B SUIT:$1.50, CLASS C SUIT:$1.00,AND CLASS D SUIT$0.50.
State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section-Telephone(360)902-5335
PO Box 44540,Olympia,WA 98504-4540
Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits.
On public works projects,workers'wage and benefit rates must add to not less than this total. A brief description
of overtime calculation requirements is provided on the Benefit Code Key.
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
ASBESTOS ABATEMENT WORKERS
! JOURNEY LEVEL $40.03 1H 513
BOILERMAKERS
JOURNEY LEVEL $56.53 1C 5N
BRICK MASON
BRICK AND BLOCK FINISHER $39.49 1M 5A
JOURNEY LEVEL $46.35 1M 5A
BUILDING SERVICE EMPLOYEES
JANITOR $17.98 2F 5S
TRAVELING WAXER/SHAMPOOER $18.39 2F 5S
WINDOW CLEANER(NON-SCAFFOLD) $22.65 2F 5S
Ilk WINDOW CLEANER(SCAFFOLD) $23.51 2F 5S
CABINET MAKERS(IN SHOP)
JOURNEY LEVEL $16.67 1
CARPENTERS
ACOUSTICAL WORKER $48.60 1H 5D
BRIDGE,DOCK AND WARF CARPENTERS $48.47 1H 5D
CARPENTER
tir $48.47 1H 5D
CREOSOTED MATERIAL $48.57 1H 5D
DRYWALL APPLICATOR $48.74 1H 5D
FLOOR FINISHER $48.60 1H 5D
FLOOR LAYER $48.60 IH 5D
FLOOR SANDER $48.60 1H 5D
MILLWRIGHTAND MACHINE ERECTORS $49.47 1H 5D
ik PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $48.67 IH 5D
SAWFILER
$48.60 IH 5D
SHWGLER $48.60 1H 5D
STATIONARY POWER SAW OPERATOR $48.60 iH 513
STATIONARY WOODWORKING TOOLS $48.60 1H 5D
CEMENT MASONS
JOURNEY LEVEL $49.15 1M 5D
DIVERS&TENDERS
DIVER $100.28 1M 5D 8A
DIVER ON STANDBY
$56.68 1M 5D
DIVER TENDER
$52.23 1M 5D
SURFACE RCV&ROV OPERATOR $52.23 1M 5D
SURFACE RCV&ROV OPERATOR TENDER $48.85 1 B 5A
DREDGE WORKERS
ASSISTANT ENGINEER $49.57 1T 5D 8L
ASSISTANT MATE(DECKHAND) $49.06 1T 5D BL
BOATMEN $49.57 1T 5D 8L
6It ENGINEER WELDER $49.62 1T 5D 8L
Page 1
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
LEVERMAN,HYDRAULIC $51.19 1T 5D 8L
MAINTENANCE $49.06 1T 5D 8L
MATES $49.57 1T 5D 8L
OILER $49.19 1T 5D 8L
DRYWALL TAPERS
JOURNEY LEVEL $48.79 1E 5P
ELECTRICAL FIXTURE MAINTENANCE WORKERS
JOURNEY LEVEL $25.34 1E 5L
ELECTRICIANS-INSIDE
CABLE SPLICER $61.95 2W 5L
CABLE SPLICER(TUNNEL) $66.57 2W 5L
CERTIFIED WELDER $59.85 2W 5L
CERTIFIED WELDER(TUNNEL) $64.25 2W 5L
CONSTRUCTION STOCK PERSON $31.83 2W 5L
JOURNEY LEVEL $57.74 2W 5L
JOURNEY LEVEL(TUNNEL) $61.95 2W 5L
ELECTRICIANS-MOTOR SHOP
CRAFTSMAN $15.37 2A 6C
JOURNEY LEVEL $14.69 2A 6C
ELECTRICIANS-POWERLINE CONSTRUCTION
CABLE SPLICER $59.79 4A 5A
CERTIFIED LINE WELDER $54.59 4A 5A
GROUNDPERSON $39.07 4A 5A
HEAD GROUNDPERSON $41.22 4A 5A
HEAVY LINE EQUIPMENT OPERATOR $54.59 4A 5A
JACKHAMMER OPERATOR $41.22 4A 5A
JOURNEY LEVEL LINEPERSON $54.59 4A 5A
LINE EQUIPMENT OPERATOR $46.32 4A 5A
POLE SPRAYER $54.59 4A 5A
POWDERPERSON $41.22 4A 5A
ELECTRONIC TECHNICIANS
ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1
ELEVATOR CONSTRUCTORS
MECHANIC $67.91 4A 6Q
MECHANIC IN CHARGE $73.87 4A 60
FABRICATED PRECAST CONCRETE PRODUCTS
ALL CLASSIFICATIONS $13.60 2K 5B
FENCE ERECTORS
FENCE ERECTOR $15.18 1
FLAGGERS ,
JOURNEY LEVEL $33.93 1 H 5D
GLAZIERS
JOURNEY LEVEL $48.61 1Y 5G
HEAT&FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC $50.28 1S 5.1
HEATING EQUIPMENT MECHANICS
MECHANIC $59.32 1E 6L
HOD CARRIERS&MASON TENDERS
JOURNEY LEVEL $41.28 1 H 5D
INDUSTRIAL ENGINE AND MACHINE MECHANICS
MECHANIC $15.65 1
Page 2
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
11
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
INDUSTRIAL POWER VACUUM CLEANER
JOURNEY LEVEL $9.24 1
INLAND BOATMEN
CAPTAIN $48.39 1K 58
COOK $45.36 1K 5B
DECKHAND $45.36 1K 5B
ENGINEER/DECKHAND $46.25 1K 58
MATE,LAUNCH OPERATOR $47.35 1K 5B
INSPECTIONICLEANINGISEALING OF SEWER&WATER SYSTEMS BY
REMOTE CONTROL
CLEANER OPERATOR,FOAMER OPERATOR $31.49 i
Ilk GROUT TRUCK OPERATOR
$11.48 1
HEAD OPERATOR $24,91 1
TECHNICIAN $19.33 1
DIY TV TRUCK OPERATOR $20,45 1
INSULATION APPLICATORS
JOURNEY LEVEL $49.47 1M 5D
IRONWORKERS
JOURNEY LEVEL $54.,27 10 5A
LABORERS
ASPHALT RAKER $41,28 1H 5D
BALLAST REGULATOR MACHINE
$40.03 1H 5D
BATCH WEIGHMAN $33,93 1H 5D
BRUSH CUTTER $40.03 1H 5D
BRUSH HOG FEEDER $40.03 1H 5D
BURNERS $40.03 1H 5D
CARPENTER TENDER $40.03 1H 5D
CASSION WORKER
$41.28 1 H 5D
CEMENT DUMPER/PAVING $40,77 1H 5D
CEMENT FINISHER TENDER $40.03 1 H 5D
CHANGE-HOUSE MAN OR DRY SHACKMAN $40.03 1H 5D
CHIPPING GUN(OVER 30 LBS) $40,77 1 H 5D
CHIPPING GUN(UNDER 30 LBS) $40.03 1 H 5D
CHOKER SETTER $40,03 1H 5D
CHUCK TENDER $40.03 1 H 5D
CLEAN-UP LABORER $40,03 1 H 5D
CONCRETE DUMPER/CHUTE OPERATOR $40,77 1H 5D
CONCRETE FORM STRIPPER $40,03 1H 5D
CONCRETE SAW OPERATOR $40.77 1 H 5D
CRUSHER FEEDER $33.93 1H 5D
CURING LABORER $40.03 1H 50
DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $40.03 1H 5D
DITCH DIGGER $40.03 1H 5D
DIVER $41.28 1H 5D
DRILL OPERATOR(HYDRAULIC,DIAMOND) $40.77 1H 5D
DRILL OPERATOR,AIRTRAC $4.1.28 1H 51)
DUMPMAN $40,03 1H 5D
EPDXY TECHNICIAN $40.03 1 H 5D
EROSION CONTROL WORKER $40.03 1 H 5D
FALLER/BUCKER,CHAIN SAW $40,77 1H 5D
FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $30.84 1 H 5D
construction debris cleanup)
Page 3
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classificafion WAGE Code Code Code
FINE GRADERS $40.03 1H 5D
FIRE WATCH $33.93 1H 5D
FORM SETTER $40.03 1H 5D
GABION BASKET BUILDER $40.03 1H 5D
GENERAL LABORER $40.03 1H 5D
GRADE CHECKER&TRANSIT PERSON $41.28 1H 5D
GRINDERS $40.03 1H 5D
GROUT MACHINE TENDER $40.03 1H 5D
GUARDRAIL ERECTOR $40.03 1H 5D
HAZARDOUS WASTE WORKER LEVEL A $41.28 1H 5D
HAZARDOUS WASTE WORKER LEVEL B $40.77 1 H 5D
HAZARDOUS WASTE WORKER LEVEL C $40.03 1 H 5D
HIGH SCALER $41.28 1H 5D
HOD CARRIER/MORTARMAN $41.28 1H 5D
JACKHAMMER $40.77 1H 5D
LASER BEAM OPERATOR $40.77 1 H 5D
MANHOLE BUILDER-MUDMAN $40.77 1H 5D
MATERIAL YARDMAN $40.03 1H 5D
MINER $41.28 1H 5D
NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $40.77 1H 5D
PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST,
GUNITE,SHOTCRETE,WATER BLASTER
PAVEMENT BREAKER $40.77 1H 5D
PILOT CAR $33.93 1H 5D
PIPE POT TENDER $40.77 1H 5D
PIPE RELINER(NOT INSERT TYPE) $40.77 1H 5D
PIPELAYER&CAULKER $40.77 1H 5D
PIPELAYER&CAULKER(LEAD) $41.28 1 H 5D
PIPEWRAPPER $40.77 1H 5D
POT TENDER $40.03 1 H 5D
POWDERMAN $41.28 1H 5D
POWDERMAN HELPER $40.03 1H 5D
POWERJACKS $40.77 1H 5D
RAILROAD SPIKE PULLER(POWER) $40.77 1H 5D
RE-TIMBERMAN $41.28 1 H 5D
RIPRAP MAN $40.03 1 H 5D
RODDER $40.77 1H 5D
SCAFFOLD ERECTOR $40.03 1H 5D
SCALE PERSON $40.03 1H 5D
SIGNALMAN $40.03 1H 5D
SLOPER(OVER 20") $40.77 11-1 5D
SLOPER SPRAYMAN $40.03 1 H 5D
SPREADER(CLARY POWER OR SIMILAR TYPES) $40.77 1 H 5D
SPREADER(CONCRETE) $40.77 1H 5D
STAKE HOPPER $40.03 1H 5D
STOCKPILER $40.03 1H 5D
TAMPER&SIMILAR ELECTRIC,AIR&GAS $40.77 1H 5D
TAMPER(MULTIPLE&SELF PROPELLED) $40.77 1H 5D
TOOLROOM MAN(AT JOB SITE) $40.03 1 H 5D
TOPPER-TAILER $40.03 1H 5D
TRACK LABORER $40.03 1H 5D
TRACK LINER(POWER) $40.77 1H 5D
Page 4
KING COUNTY
JIM EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
TRUCK SPOTTER $40.03 1 H 5D
TUGGER OPERATOR $40.77 1 H 5D
VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $40.03 1H 5D
VIBRATOR $40.77 1H 5D
VINYL SEAMER $40.03 1H 5D
WELDER $40.03 IH 5D
WELL-POINT LABORER $40.77 1 H 5D
LABORERS-UNDERGROUND SEWER&WATER
GENERAL LABORER&TOPMAN $40.03 1 H 5D
PIPE LAYER $40.77 1 H 5D
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1
LANDSCAPING OR PLANTING LABORERS $17.87 1
LATHERS
JOURNEY LEVEL $48.74 1H 5D
3
MARBLE SETTERS
irll JOURNEY LEVEL $46.35 1M 5A
METAL FABRICATION(IN SHOP)
FITTER $15.86 1
LABORER $9.78 1
MACHINE OPERATOR $13.04 1
PAINTER $11.10 1
WELDER $15.48 1
W MODULAR BUILDINGS
CABINET ASSEMBLY $11.56 1
ELECTRICIAN $11.56 1
EQUIPMENT MAINTENANCE $11.56 1
PLUMBER $11.56 1
PRODUCTION WORKER $9.40 1
TOOL MAINTENANCE $11.56 1
UTILITY PERSON $11.66 1
WELDER $11.56 1
PAINTERS
JOURNEY LEVEL $34.87 2B 6Z
PLASTERERS
JOURNEY LEVEL $46.63 IR 5B
PLAYGROUND&PARK EQUIPMENT INSTALLERS
JOURNEY LEVEL $8.55 1
PLUMBERS&PIPEFITTERS
JOURNEY LEVEL $66.44 IG 5A
POWER EQUIPMENT OPERATORS
ASPHALT PLANT OPERATOR $50.39 1T 5D 8P
ASSISTANT ENGINEERS $47.12 1T 5D 8P
BACKHOE,EXCAVATOR SHOVEL,OVER 50 METRIC TONS TO 90 METRIC $50.94 1T 5D 8P
TONS
BACKHOE,EXCAVATOR SHOVEL,OVER 90 METRIC TONS $51.51 1T 5D 8P
BACKHOE,EXCAVATOR,SHOVEL,OVER 30 METRIC TONS TO 50 $50.39 1T 5D 8P
METRIC TONS
BACKHOE, EXCAVATOR,SHOVEL,TRACTORS UNDER 15 METRIC TONS $49.48 1T 5D 8P
BACKHOE, EXCAVATOR,SHOVEL,TRACTORS: 15 TO 30 METRIC TONS $49.90 1T 5D 8P
BARRIER MACHINE(ZIPPER) $49,90 1T 5D 8P
Page 5
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
BATCH PLANT OPERATOR,CONCRETE $49.90 1T 5D 8P
BELT LOADERS(ELEVATING TYPE) $49.48 1T 5D 8P
BOBCAT(SKID STEER) $47.12 1T 5D 8P
BROKK-REMOTE DEMOLITION EQUIPMENT $47.12 1T 5D 8P
BROOMS $47.12 1T 5D 8P
BUMP CUTTER $49.90 1T 5D 8P
CABLEWAYS $50.39 1T 5D 8P
CHIPPER $49.90 1T 5D 8P
COMPRESSORS $47.12 1T 5D 8P
CONCRETE FINISH MACHINE-LASER SCREED $47.12 1T 5D 8P
CONCRETE PUMPS $49.48 1T 5D 8P
CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $49.90 1T 5D 8P
CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT OVER 42 $50.39 1T 5D 8P
METERS
CONVEYORS $49.48 1T 5D 8P
CRANE,FRICTION 100 TONS THROUGH 199 TONS $51.51 1T 5D 8P
CRANE,FRICTION OVER 200 TONS $52.07 1T 5D 8P
CRANES, THRU 19 TONS,WITH ATTACHMENTS $49.48 1T 5D 8P
CRANES, 20-44 TONS,WITH ATTACHMENTS $49.90 1T 5D 8P
CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING JIB $50.39 1T 5D 8P
WITH ATACHMENTS)
CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $50.94 1T 5D 8P
WITH ATTACHMENTS)
CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $51.51 1T 5D 8P
WITH ATTACHMENTS)
CRANES,A-FRAME, 10 TON AND UNDER $4.7.12 1T 5D 8P
CRANES,A-FRAME,OVER 10 TON $49.48 1T 5D 8P
CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $52.07 1T 5D 8P
ATTACHMENTS
CRANES,OVERHEAD, BRIDGE TYPE(20-44 TONS) $49,90 1T 5D 8P
CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $50.39 1T 5D 8P
CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $50.94 1T 5D 8P
CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $50.94 1T 5D 8P
CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $51.51 1T 5D 8P
CRUSHERS $49.90 1T 5D 8P
DECK ENGINEER/DECK WINCHES(POWER) $49.90 1T 5D 8P
DERRICK, BUILDING $50.39 1T 5D 8P
DOZER,QUAD 9,D-10,AND HD-41 $50.39 1T 5D 8P
DOZERS,D-9&UNDER $49.48 1T 5D 8P
DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $49.48 1T 5D 8P
DRILLING MACHINE $49.90 1T 5D 8P
ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $47.12 1T 5D 8P
EQUIPMENT SERVICE ENGINEER(OILER) $49.48 1T 5D 8P
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $49.90 1T 5D 8P
FORK LIFTS,(3000 LBS AND OVER) $49.48 1T 5D 8P
FORK LIFTS,(UNDER 3000 LBS) $47.12 1T 5D 8P
GRADE ENGINEER $49.90 1T 5D 8P
GRADECHECKER AND STAKEMAN $47.12 1T 5D 8P
GUARDRAIL PUNCH $49.90 1T 5D 8P
HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $49.48 1T 5D 8P
HORIZONTAL/DIRECTIONAL DRILL LOCATOR $49.48 IT 5D 8P
HORIZONTAUDIRECTIONAL DRILL OPERATOR $49.90 1T 5D 8P
HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $47.12 1T 5D 8P
Page 6
F KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $49.48 1T 5D 8P
LOADERS,OVERHEAD(6 YD UP TO 8 YD) $50.39 1T 5D 8P
LOADERS,OVERHEAD(8 YD&OVER) $50,94 1T 5D 8P
1 LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $49.90 1T 5D 8P
LOCOMOTIVES,ALL $49.90 1T 5D 8P
MECHANICS,ALL $50,94 1T 5D 8P
s MIXERS,ASPHALT PLANT $49,90 1T 513 8P
MOTOR PATROL GRADER(FINISHING) $50.39 1T 5D 8P
MOTOR PATROL GRADER(NON-FINISHING) $49,48 1T 5D 8P
MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $50.39 1T 5D 813
OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $47.12 1T 5D 8P
OPERATOR
PAVEMENT BREAKER $47.12 1T 5D 8P
PILEDRIVER(OTHER THAN CRANE MOUNT)
$49.90 1T 5D 8P
PLANT OILER(ASPHALT,CRUSHER) $49.48 IT 5D 8P
POSTHOLE DIGGER,MECHANICAL $47.12 1T 5D 8P
POWER PLANT $47.12 1T 5D 8P
PUMPS,WATER $47,12 1T 5D 8P
QUICK TOWER-NO CAB,UNDER 100 FEET IN HEIGHT BASED TO BOOM $47.12 1T 5D 8P
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $50.39 1T 513 8P
EQUIP
IN RIGGER AND BELLMAN $47,12 1T 5D 8P
ROLLAGON $50.39 1T 5D 8P
ROLLER,OTHER THAN PLANT ROAD MIX $47.12 1T 5D 8P
ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $49.48 1T 5D 8P
ROTO-MILL,ROTO-GRINDER $49.90 1T 5D 8P
SAWS,CONCRETE $49,48 1T 5D 8P
SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $50,39 1T 5D 8P
OFF-ROAD EQUIPMENT(45 YD AND OVER)
SCRAPERS,CONCRETE AND CARRY ALL $49.48 1T 5D 8P
SCRAPER-SELF PROPELLED,HARD-TAIL END DUMP,ARTICULATING $49.901T 5D 8P
OFF-ROAD EQUIPMENT(UNDER 45 YARDS)
SHOTCRETE GUNiTE $47.12 1T 5D 8P
SLIPFORM PAVERS $50,39 1T 5D 8P
SPREADER,TOPSIDER&SCREEDMAN $50,39 1T 5D 8P
SUBGRADE TRIMMER $49.90 1T 5D 8P
TOWER BUCKET ELEVATORS $49.48 1T 5D 8P
TRACTORS,(75 HP&UNDER) $49,48 1T 513 8P
TRACTORS,(OVER 75 HP) $49,90 IT 5D 8P
TRANSFER MATERIAL SERVICE MACHINE $49,90 1T 5D 8P
TRANSPORTERS,ALL TRACK OR TRUCK TYPE $50,39 1T 5D 8P
TRENCHING MACHINES $49.48 1T 5D 8P
TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $49,48 1T 5D 8P
TRUCK CRANE OILERIDRIVER(100 TON&OVER) $49.90 IT 5D 8P
TRUCK MOUNT PORTABLE CONVEYER $49,90 1T 5D 8P
WELDER $50,39 1T 5D 8P
WHEEL TRACTORS,FARMALL TYPE $4712 1T 5D 8P
YO YO PAY DOZER $49,90 1T 5D 8P
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE $40.79 4A 5A
SPRAY PERSON $38.73 4A 5A
TREE EQUIPMENT OPERATOR $39.25 4A 5A
TREE TRIMMER $36.50 4A 5A
Page 7
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification NAGE Code Code Code
TREE TRIMMER GROUNDPERSON $27.55 4A 5A
REFRIGERATION&AIR CONDITIONING MECHANICS
MECHANIC $37.91 1
RESIDENTIAL BRICK MASON
JOURNEY LEVEL $46.35 1M 5A
RESIDENTIAL CARPENTERS
JOURNEY LEVEL $23.47 1
RESIDENTIAL CEMENT MASONS
JOURNEY LEVEL $22.64 1
RESIDENTIAL DRYWALL TAPERS
JOURNEY LEVEL $48.79 1E 5P
RESIDENTIAL ELECTRICIANS
JOURNEY LEVEL $26.24 1
RESIDENTIAL GLAZIERS
JOURNEYLEVEL $34.54 1H 5G
RESIDENTIAL INSULATION APPLICATORS
JOURNEY LEVEL $17.60 1
RESIDENTIAL LABORERS
JOURNEY LEVEL $23.03 1
RESIDENTIAL MARBLE SETTERS
JOURNEY LEVEL $24.09 1
RESIDENTIAL PAINTERS
JOURNEY LEVEL $24.46 1
RESIDENTIAL PLUMBERS&PIPEFITTERS
JOURNEY LEVEL $34.69 1
RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS
JOURNEY LEVEL $62.56 1G 5A
RESIDENTIAL SHEET METAL WORKERS
JOURNEY LEVEL(FIELD OR SHOP) $35.25 1R 6L
RESIDENTIAL SOFT FLOOR LAYERS
JOURNEY LEVEL $39.19 2X 5A
RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION)
JOURNEY LEVEL $36.81 2R 5C
RESIDENTIAL STONE MASONS
JOURNEY LEVEL $46.35 1M 5A
RESIDENTIAL TERRAZZO WORKERS
JOURNEY LEVEL $45.26 1M 5A
RESIDENTIAL TERRAZZOITILE FINISHERS
JOURNEY LEVEL $21.46 1
RESIDENTIAL TILE SETTERS
JOURNEY LEVEL $25.17 1
ROOFERS
JOURNEY LEVEL $40.05 IR 5A
USING IRRITABLE BITUMINOUS MATERIALS $43.05 1R 5A
SHEET METALWORKERS
JOURNEY LEVEL(FIELD OR SHOP) $59.32 1 E 6L
SHIPBUILDING&SHIP REPAIR
BOILERMAKER $32.56 1 H 6W
CARPENTER $33.59 1B 6X
ELECTRICIAN $33.45 1B 6X
HEAT&FROST INSULATOR $50.28 is 5.1
LABORER $32.17 113 6X
Page 8
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
IIIc Over
PREVAILING Time Holiday Note
ClassificationWAGE Code Code Code
MACHINIST $33.28 113 6X
OPERATOR $35.61 1B 6X
PAINTER $33.21 1B 6X
PIPEFITTER $33.18 113 6X
RIGGER $33.17 1B 6X
SANDBLASTER $32.16 16 6X
SHEET METAL $33.19 113 6X
SHIPFITTER $33.17 113 6X
TRUCKER $33.04 1B 6X
WAREHOUSE $33.09 1B 6X
WELDER/BURNER $33.17 16 6X
SIGN MAKERS&INSTALLERS(ELECTRICAL)
SIGN INSTALLER $22.92 1
SIGN MAKER $21.36 1
SIGN MAKERS&INSTALLERS(NON-ELECTRICAL)
SIGN INSTALLER $27.28 1
SIGN MAKER $33.25 1
SOFT FLOOR LAYERS
JOURNEY LEVEL $39.19 2X 5A
SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL $12.44 1 5S
SPRINKLER FITTERS(FIRE PROTECTION)
JOURNEY LEVEL $64.29 1X 5C
STAGE RIGGING MECHANICS(NON STRUCTURAL)
JOURNEY LEVEL $13.23 1
STONE MASONS
JOURNEY LEVEL $46.35 1M 5A
STREET AND PARKING LOT SWEEPER WORKERS
JOURNEY LEVEL $19.09 1
SURVEYORS
CHAIN PERSON $9.35 1
INSTRUMENT PERSON $11.40 1
PARTY CHIEF $13.40 1
TELECOMMUNICATION TECHNICIANS
.TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1
TELEPHONE LINE CONSTRUCTION-OUTSIDE
I: CABLE SPLICER $32.27 213 5A
HOLE DIGGERIGROUND PERSON $18.10 2B 5A
INSTALLER(REPAIRER) $30.94 26 5A
JOURNEY LEVEL TELEPHONE LINEPERSON $30.02 26 5A
SPECIAL APPARATUS INSTALLER 1 $32.27 2B 5A
SPECIAL APPARATUS INSTALLER it $31.62 25 5A
TELEPHONE EQUIPMENT OPERATOR(HEAVY) $32.27 213 5A
TELEPHONE EQUIPMENT OPERATOR(LIGHT) $30.02 2B 5A
TELEVISION GROUND PERSON $17.18 26 5A
TELEVISION LINEPERSONANSTALLER $22.73 213 5A
TELEVISION SYSTEM TECHNICIAN
$27.09 26 5A
TELEVISION TECHNICIAN $24.35 213 5A
TREE TRIMMER $30.02 2B 5A
TERRAZZO WORKERS
JOURNEY LEVEL $45.26 1M 5A
Page 9
KING COUNTY
EFFECTIVE 3-03-2010
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
TILE SETTERS
JOURNEY LEVEL $21.65 1
TILE,MARBLE&TERRAZZO FINISHERS
FINISHER $39.09 1B 5A
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $38.90 1 K 5A
TRUCK DRIVERS
ASPHALT MIX(TO 16 YARDS) $45.63 1T 5D 81-
ASPHALT
LASPHALT MIX(OVER 16 YARDS) $46.47 1T 5D 81-
DUMP TRUCK $45.63 1T 5D 8L
DUMP TRUCK&TRAILER $46.47 IT 5D 8L
OTHER TRUCKS $46.47 1T 50 8L
TRANSIT MIXER $23.45 1
WELL DRILLERS&IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER $17.71 1
OILER $12.97 1
WELL DRILLER $18.00 1
Page 10
Washington State Department of Labor and Industries
Policy Statement
ti
(Regarding the Production of"Standard" or"Non-standard" Items]
Below is the department's (State L&l's) list of criteria to be used in determining whether a
prefabricated item is "standard" or "non-standard". For items not appearing on
WSDOT's predetermined list, these criteria shall be used by the Contractor (and the
Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and
fabricators) to determine coverage under RCW 39.12. The production, in the State of
Washington, of non-standard items is covered by RCW 39.12, and the production of
standard items is not. The production of any item outside the State of Washington is not
covered by RCW 39.12.
l
1. is the item fabricated for a public works project? If not, it is not subject to RCW
39.12. If it is, go to question 2.
2. Is the item fabricated on the public works jobsite? If it is, the work is covered under
RCW 39.12. If not, go to question 3.
3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated
primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not,
go to question 4.
4. Does the item require any assembly, cutting, modification or other fabrication by the
supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5.
5. Is the prefabricated item intended for the public works project typically an inventory
item which could reasonably be sold on the general market? If not, the work is covered
by RCW 39.12. If yes, go to question 6.
6. Does the specific prefabricated item, generally defined as standard, have any
unusual characteristics such as shape, type of material, strength requirements, finish,
etc? If yes, the work is covered under RCW 39.12.
Any firm with questions regarding the policy, WSDOTs Predetermined List, or for
determinations of covered and non-covered workers shall be directed to State L&I at
(360) 902-5330.
tir
6
f
rr
e;
Supplemental to Wage Rates 1
3/3/2010 Edition, Published March, 2010
tir
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
Below is a list of potentially prefabricated items, originally furnished by WSDOT to
Washington State Department of Labor and Industries, that may be considered non-
standard and therefore covered by the prevailing wage law, RCW 39.12. items marked
with an X in the "YES" column should be considered to be non-standard and therefore
covered by RCW 39.12. items marked with an X in the "NO" column should be
considered to be standard and therefore not covered. Of course, exceptions to this
general list may occur, and in that case shall be evaluated according to the criteria
described in State and L&I's policy statement.
x
ITEM DESCRIPTION YES NO
1. Metal rectangular frames, solid metal covers, herringbone grates,
and bi-directional vaned grates for Catch Basin x
Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans
2. Metal circular frames (rings) and covers, circular grates,
and prefabricated ladders for Manhole Types 1, 2, and 3,
Drywell Types 1, 2, and 3 and Catch Basin Type 2. x
See Std. Plans
3. Prefabricated steel grate supports and welded grates,
metal frames and dual vaned grates, and Type 1, 2, and x
3 structural tubing grates for Drop Inlets. See Std. Plans.
4. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. x
5. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. x
6. Corrugated Steel Pipe - Steel lock seam corrugated
pipe for culverts and storm sewers, sizes 30 inch
to 120 inches in diameter. May also be treated, 1 thru 5. x
7. Corrugated Aluminum Pipe -Aluminum lock seam corrugated pipe
for culverts and storm sewers, sizes 30 inch to 120 inches in x
diameter. May also be treated, #5.
Supplemental to Wage Rates 2
3/3/2010 Edition, Published March, 2010
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
ITEM DESCRIPTION YES NO
8. Anchor Bolts & Nuts-Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be
made from commercial bolt stock. X
See Contract Plans and Std. Plans for size and material type.
9. Aluminum Pedestrian Handrail - Pedestrian handrail
conforming to the type and material specifications set forth in the
contract plans. Welding of aluminum shall be X
in accordance with Section 9-28.14(3).
i,
ia 10. Major Structural Steel Fabrication - Fabrication of major steel
items such as trusses, beams, girders, etc., for bridges. X
11. Minor Structural Steel Fabrication - Fabrication of minor steel
Items such as special hangers, brackets, access doors for
structures, access ladders for irrigation boxes, bridge expansion
joint systems, etc., involving welding, cutting, punching and/or X
boring of holes. See Contact Plans for item description and shop
drawings.
12. Aluminum Bridge Railing Type BP - Metal bridge railing
conforming to the type and material specifications set forth
in the Contract Plans. Welding of aluminum shall be in X
accordance with Section 9-28.14(3).
13. Concrete Piling--Precast-Prestressed concrete piling for use as 55
and 70 ton concrete piling. Concrete to conform to
Section 9-19.1 of Std. Spec.. X
iiia 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X E
sections and flat top slabs. See Std. Plans.
15. Precast Dryweil Types 1, 2, and with cones and adjustment
Sections. X
See Std. Plans.
16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2
With adjustment sections. See Std. Plans. X
Supplemental to Wage Rates 3
3/3/2010 Edition, Published March, 2010
kv
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
ITEM DESCRIPTION YES NO
rr�rrrr■ i
17. Precast Concrete Inlet-with adjustment sections,
See Std. Plans X.
18. Precast Drop Inlet Type 1 and 2 with metal grate supports.
See Std. Plans. X
19. Precast Grate Inlet Type 2 with extension and top units.
See Std. Plans X
20. Metal frames, vaned grates, and hoods for Combination
Inlets, See Std. Plans X
21. Precast Concrete Utility Vaults- Precast Concrete utility vaults of
various sizes. Used for in ground storage of utility facilities and
controls. See Contract Plans for size and construction
requirements. Shop drawings are to be provided for approval X
prior to casting
22. Vault Risers- For use with Valve Vaults and Utilities
Vaults. X
23. Valve Vault- For use with underground utilities. X
See Contract Plans for details.
24. Precast Concrete Barrier- Precast Concrete Barrier for
use as new barrier or may also be used as Temporary Concrete
Barrier. Only new state approved barrier may be used as X
permanent barrier.
25. Reinforced Earth Wall Panels— Reinforced Earth Wall Panels in
size and shape as shown in the Plans. Fabrication plant has
annual approval for methods and materials to be used.
See Shop Drawing. X
Fabrication at other locations may be approved, after facilities
inspection, contact HQ. Lab.
26, Precast Concrete Walls- Precast Concrete Walls -tilt-up wall
panel in size and shape as shown in Plans. X
Fabrication plant has annual approval for methods and materials
to be used
Supplemental to Wage Rates 4
3/3/2010 Edition, Published March, 2010
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
ITEM DESCRIPTION YES NO
27. Precast Railroad Crossings-Concrete Crossing Structure
Slabs. X
28. 12, 18 and 26 inch Standard Precast Prestressed Girder—
Standard Precast Prestressed Girder for use in structures.
Fabricator plant has annual approval of methods and materials to
be used. Shop Drawing to be provided for approval prior to X
casting girders.
See Std. Spec. Section 6-02.3(25)A
29. Prestressed Concrete Girder Series 4-14- Prestressed Concrete
r Girders for use in structures. Fabricator plant has annual approval
of methods and materials to be used. Shop Drawing to be X
provided for approval prior to casting girders.
j See Std. Spec. Section 6-02.3(25)A
30. Prestressed Tri-Beam Girder- Prestressed Tri-Beam Girders for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be provided X
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
31, Prestressed Precast Hollow-Core Slab— Precast Prestressed
Hollow-core slab for use in structures. Fabricator plant has annual
approval of methods and materials to be used. Shop Drawing to X
be provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A.
32. Prestressed-Bulb Tee Girder- Bulb Tee Prestressed Girder for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be provided X
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
33. Monument Case and Cover
See Std. Plan. X
im
x
Supplemental to Wage Rates 5
3/3/2010 Edition, Published March, 2010
WSDOT`s
Predetermined List for
Suppliers - Manufactures - Fabricator
ITEM DESCRIPTION YES NO
w
34. Cantilever Sign Structure- Cantilever Sign Structure
fabricated from steel tubing meeting AASHTO-M-183. See Std.
Plans, and Contract Plans for details. The steel structure x
shall be galvanized after fabrication in accordance with
AASHTO-M-111.
35. Mono-tube Sign Structures- Mbno-tube Sign Bridge
fabricated to details shown in the Plans. Shop drawings for x
approval are required prior to fabrication.
36. Steel Sign Bridges-Steel Sign Bridges fabricated from steel
tubing meeting AASHTO-M-138 for Aluminum Alloys.
See Std. Plans, and Contract Plans for details. The steel
structure x
shall be galvanized after fabrication in accordance
with AASHTO-M-111.
37. Steel Sign Post- Fabricated Steel Sign Posts as detailed in Std
Plans. Shop drawings for approval are to be provided prior to x
fabrication
38. Light Standard-Prestressed - Spun, prestressed, hollow
concrete poles. x
39. Light Standards- Lighting Standards for use on highway
illumination systems, poles to be fabricated to conform with
methods and materials as specified on Std. Plans. See Specia x
Provisions for pre-approved drawings.
40. Traffic Signal Standards-Traffic Signal Standards for use on
highway and/or street signal systems. Standards to be fabricated
to conform with methods and material as specified on Std. Plans. x
See Special Provisions for pre-approved drawings
41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) x
See Std. Plans.
Supplemental to Wage Rates 6
3/3/2010 Edition, Published March, 2010
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
ITEM DESCRIPTION YES NO
it 42. Traffic Signs- Prior to approval of a Fabricator of Traffic Signs,
the sources of the following materials must be submitted and
approved for reflective sheeting, legend material, and aluminum
sheeting. X X
NOTE: *'''' Fabrication inspection required. Only signs tagged
"Fabrication Approved" by WSDOT Sign Fabrication Inspector to
be installed
Custom Std
Signing
Message Message
43. Cutting & bending reinforcing steel X
44. Guardrail components X X
Custom Standard
End Sec Sec
45. Aggregates/Concrete mixes Covered by
WAC 296-127-018
46. Asphalt Covered by
WAC 296-127-018
47. Fiber fabrics
X
48. Electrical wiring/components
X
49. treated or untreated timber pile X
p 50. Girder pads (elastomeric bearing) X
51. Standard Dimension lumber
X
52. Irrigation components X
io
Supplemental to Wage Rates 7
3/3/2010 Edition, Published March, 2010
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
ITEM DESCRIPTION YES NO
53. Fencing materials X
54. Guide Posts X
55. Traffic Buttons X
56, Epoxy X
57. Cribbing X
58. Water distribution materials X
59. Steel "H" piles X
60. Steel pipe for concrete pile casings X
61. Steel pile tips, standard
62. Steel pile tips, custom
Supplemental to Wage Rates 8
3/3/2010 Edition, Published March, 2010
State of Washington
Department of Labor and Industries
Prevailing Wage Section-Telephone(360)902-
PO Box 44540,Olympia,WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects,workers'wage and benefit rates must add to not less than this total.A
brief description of overtime calculation requirements is provided on the Benefit Code Key.
METAL FABRICATION (IN SHOP)
EFFECTIVE 03/0312010
(See Benefit Code Key)
Classification Code Prevailing Overtime Holiday
Wage Code Code
Counties Covered:
ADAMS,ASOTIN,COLUMBIA, DOUGLAS, FERRY, FRANKLIN,GARFIELD,KITTITAS
LINCOLN,OKANOGAN, PEND ORIELLE,STEVENS,WALLA WALLA AND WHITMAN
FITTERNVELDER $12.76 1
LABORER $8.55
MACHINE OPERATOR $12.66 1
PAINTER $10.20 1
Counties Covered:
z
BENTON
to
MACHINE OPERATOR $10.53 1
PAINTER $9.76 1
WELDER $16.70 1
1
Counties Covered:
CHELAN
FITTER $15.04 1
LABORER $9.54 1
MACHINE OPERATOR $9.71 1
PAINTER $9.93 1
WELDER $12.24 1
Counties Covered:
CLALLAM,GRAYS HARBOR,ISLAND,JEFFERSON, LEWIS,MASON, PACIFIC
SAN JUAN AND SKAGIT
FITTER/WELDER $15.16 1
LABORER $11.13 1
MACHINE OPERATOR $10.66 1
PAINTER $11.41 1
Supplemental to Wage Rates 9
:. 3/312010 Edition, Published March, 2010
5;
METAL FABRICATION (IN SHOP)
EFFECTIVE 03/03/2010
(See Benefit Code Key)
Classification Code Prevailing Overtime Holiday
Wage Code Code
Counties Covered:
CLARK
FITTER $27.49 1 E 6H
LABORER $19.21 1E 6H
LAYEROUT $28.77 1E 6H
MACHINE OPERATOR $28.77 1E 6H
PAINTER $25.31 1 E 6H
WELDER $26.89 1 E 6H
Counties Covered:
COWLITZ
MACHINE OPERATOR $25.33 1B 6V
FITTER $25.33 1B 6V
WELDER $25.33 1B 6V
Counties Covered:
GRANT
FCTTERNUELDER $10.79 1
PAINTER $8.55 1
Counties Covered:
KING
FITTER $15.86 1
LABORER $9.78 1
MACHINE OPERATOR $13.04 1
PAINTER $11.10 1
WELDER 15.48
Counties Covered:
KITSAP
FITTER $26.96 1
LABORER $8.55 1
MACHINE OPERATOR $13.83 1
WELDER $13.83 1
s
Supplemental to Wage Rates 10
3!3/2010 Edition, Published March, 2010
METAL FABRICATION (IN SHOP)
EFFECTIVE 03/0312010
(See Benefit Code Key)
Classification Code Prevailing Overtime Holiday
Wage Code Code
Counties Covered:
fel► KUCKITAT,SKAMANIA,WAHKIAKUM
FITTER/WELDER $16.99 1
LABORER $10.44 1
MACHINE OPERATOR $17.21 1
PAINTER $17.03 1
Counties Covered:
PIERCE
FITTER $15.25 1
LABORER $10.32 1
MACHINE OPERATOR $13.98 1
WELDER $13.98 1
Counties Covered:
SNOHOMISH
FITTER/WELDER $15.38 1
LABORER $9.79 1
MACHINE OPERATOR $8.84 1
PAINTER $9.98 1
Counties Covered:
SPOKANE
FITTER $12.59 1
LABORER $8.55 1
MACHINE OPERATOR $13.26 1
PAINTER $10.27 1
WELDER $10.80 1
fi
(
Supplemental to Wage Rates 11
3/3/2010 Edition, Published March, 2010
METAL FABRICATION (IN SHOP)
EFFECTIVE 03/03/2010
(See Benefit Code Key)
Classification Code Prevailing Overtime Holiday
Wage Code Code
Counties Covered:
THURSTON
FITTER $27.10 2U 6T
LABORER 16.91 2U 6T
LAYEROUT $30.63 2U 6T
MACHINE OPERATOR $20.86 2U 6T
WELDER $24.74 2U 6T
Counties Covered:
WHATCOM
FITTER/WELDER $13.81 1
LABORER $9.00 1
MACHINE OPERATOR $13.81 1
Counties Covered:
YAKIMA
FITTER $12.00 1
LABORER $10.31 1
MACHINE OPERATOR $11.32 1
PAINTER $12.00 1 .,
WELDER $11.32 1
Supplemental to Wage Rates 12
3/3/2010 Edition, Published March, 2010
tr
FABRICATED PRECAST CONCRETE PRODUCTS
EFFECTIVE 03/03/2010
(See Benefit Code Key)
Classification Code Prevailing Overtime Holiday
Wage Code Code
Counties Covered:
ADAMS,ASOTIN,BENTON,COLUMBIA, DOUGLAS,FERRY,GARFIELD,GRANT,LINCOLN,
OKANOGAN,PEND OREILLE,STEVENS,WALLA WALLA AND WHITMAN
ALL CLASSIFICATIONS $9.96 1
Counties Covered:
CHELAN,KITTITAS,KLICKITAT AND SKAMANIA
ALL CLASSIFICATIONS 8.61 1
Counties Covered:
CLALLAM,CLARK,COWLITZ,GRAYS HARBOR,ISLAND,JEFFERSON,KITSAP,LEWIS, MASON,
PACIFIC,SAN JUAN,SKAGIT,SNOHOMISH,THURSTON AND WAHKIAKUM
ALL CLASSIFICATIONS $13.50 1
Counties Covered:
FRANKLIN
ALL CLASSIFICATIONS $11.50 1
Counties Covered:
KING
ALL CLASSIFICATIONS $13.60 2K 513
Counties Covered:
PIERCE
ALL CLASSIFICATIONS $9.28 1
Counties Covered:
SPOKANE
ALL CLASSIFICATIONS $20.23 1
Counties Covered:
WHATCOM
ALL CLASSIFICATIONS $13.67 1
Counties Covered:
YAKIMA
CRAFTSMAN $8.72 1
LABORER $8.55 1
Supplemental to Wage Rates 13
3/3/2010 Edition, Published March, 2010
WSDOT's List of State Occupations not applicable to Heavy and
Highway Construction Projects 17
This1 ro'ect is subject to the state hour) minimum rates for wages and fringe benefits in
P J Y
the contract provisions, as provided by the state Department of Labor and Industries.
The following list of occupations, is comprised of those occupations that are not normally
used in the construction of heavy and highway projects.
When considering job classifications for use and / or payment when bidding on, or
building heavy and highway construction projects for, or administered by WSDOT, these
Occupations will be excepted from the included "Washington State Prevailing Wage
Rates For Public Work Contracts" documents.
• Electrical Fixture Maintenance Workers
• Electricians- Motor Shop
• Heating Equipment Mechanics
• Industrial Engine and Machine Mechanics
• Industrial Power Vacuum Cleaners
• Inspection, Cleaning, Sealing of Water Systems by Remote Control
• Laborers- Underground Sewer&Water
• Machinists (Hydroelectric Site Work)
• Modular Buildings
• Playground & Park Equipment Installers {
• Power Equipment Operators - Underground Sewer&Water
• Residential ***ALL ASSOCIATED RATES **
• Sign Makers and Installers (Non-Electrical)
• Sign Makers and Installers (Electrical)
• Stage Rigging Mechanics (Non Structural)
The following occupations may be used only as outlined in the preceding text concerning
"WSDOT's list for Suppliers- Manufacturers - Fabricators"
• Fabricated Precast Concrete Products
• Metal Fabrication (In Shop)
Definitions for the Scope of Work for prevailing wages may be found at the Washington
State Department of Labor and Industries web site and in WAC Chapter 296-127.
Supplemental to Wage Rates 14
3/3/2010 Edition, Published March, 2010
r Washington State Department of Labor and Industries
Policy Statements
(Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.)
i
WAC 296-127-018 Agency filings affecting this section
Coverage and exemptions of workers involved in the production and delivery of
gravel, concrete, asphalt, or similar materials.
(1) The materials covered under this section include but are not limited to: Sand,
gravel, crushed rock, concrete, asphalt, or other similar materials.
(2) All workers, regardless of by whom employed, are subject to the provisions of
chapter 39.12'RCW when they perform any or all of the following functions:
(a) They deliver or discharge any of the above-listed materials to a public works
project site:
iW (i) At one or more point(s) directly upon the location where the material will be
incorporated into the project; or
(ii)At multiple points at the project; or
(iii) Adjacent to the location and coordinated with the incorporation of those materials.
(b) They wait at or near a public works project site to perform any tasks subject to this
section of the rule.
(c) They remove any materials from a public works construction site pursuant to
contract requirements or specifications (e.g., excavated materials, materials from
demolished structures, clean-up materials, etc.).
(d) They work in a materials production facility (e.g., batch plant, borrow pit, rock
quarry, etc.,) which is established for a public works project for the specific, but not
necessarily exclusive, purpose of supplying materials for the project.
(e) They deliver concrete to a public works site regardless of the method of
incorporation.
(f) They assist or participate in the incorporation of any materials into the public works
project.
Supplemental to Wage Rates 15
3/3/2010 Edition, Published March, 2010
(3) All travel time that relates to the work covered under subsection (2) of this section
requires the payment of prevailing wages. Travel time includes time spent waiting:to..
load, loading, transporting, waiting to unload, and delivering materials. Travel time would
include all time spent in travel in support of a public works project whether the vehicle is
empty or full. For example, travel time spent returning to a supply source to obtain
another load of material for use on a public works site or returning to the public works
site to obtain another load of excavated material is time spent in travel that is subject to
prevailing wage. Travel to a supply source, including travel from a public works site, to
obtain materials for use on a private project would not be travel subject to the prevailing
wage.
(4)Workers are not subject to the provisions of chapter 39.12 RCW when they deliver
materials to a stockpile.
(a) A "stockpile" is defined as materials delivered to a pile located away from the site
of incorporation such that the stockpiled materials must be physically moved from the
stockpile and transported to another location on the project site in order to be
incorporated into the project.
(b) A stockpile does not include any of the functions described in subsection (2)(a)
through (f) of this section; nor does a stockpile include materials delivered or distributed
to multiple locations upon the project site; nor does a stockpile include materials dumped
at the place of incorporation, or adjacent to the location and coordinated with the
incorporation.
(5) The applicable prevailing wage rate shall be determined by the locality in which
the work is performed. Workers subject to subsection (2)(d) of this section, who produce
such materials at an off-site facility shall be paid the applicable prevailing wage rates for
the county in which the off-site facility is located. Workers subject to subsection (2) of
this section, who deliver such materials to a public works project site shall be paid the
applicable prevailing wage rates for the county in which the public works project is
located.
[Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, §
296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and
39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed
12/18/91 and 4/1/92, effective 8/31/92.]
Supplemental to Wage Rates 16
3/3/2010 Edition, Published March, 2010
General Decision Number: WA100001 04/16/2010 WA1
iw Superseded General Decision Number: WA20080001
State: Washington
Construction Type: Highway
Counties: Washington Statewide.
!hi
HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin
Counties)
i
Modification Number Publication Date
0 03/12/2010
1 03/19/2010
2 04/16/2010
CARP0001-008 09/01/2009
Rates Fringes
Carpenters:
COLUMBIA RIVER AREA -
ADAMS, BENTON, COLUMBIA,
DOUGLAS (EAST OF THE 120TH
i MERIDIAN) , FERRY,
FRANKLIN, GRANT, OKANOGAN
(EAST OF THE 120TH
MERIDIAN) AND WALLA WALLA
COUNTIES
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 27.73 10.56
GROUP 2: . . . . . . . . . . . . . . . . . . .$ 29.73 10.56
GROUP 3: . . . . . . . . . . . . . . . . . . .$ 28.00 10.56
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 27.73 10.56
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 63.50 10.56
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 30.75 10.56
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 31.75 10.56
GROUP 8. . . . . . . . . . . . . . . . . . . .$ 28.00 10.56
GROUP 9. . . . . . . . . . . . . . . . . . . .$ 33.75 10.56
it
WA100001 Modification 2 1 P a g e
Federal Highway Wage Determinations
SPOKANE AREA: ASOTIN,
GARFIELD, LINCOLN, PEND
OREILLE, SPOKANE, STEVENS
AND WHITMAN COUNTIES
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 26.06 10.56
GROUP 2: . . . . . . . . . . . . . . . . . . .$ 28.06 10.56
GROUP 3: . . . . . . . . . . . . . . . . . . .$ 26.32 10.56
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 26.06 10.56
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 60.14 10.56
GROUP 6: . . . . . . . . . . . . . . . . . . .$ 29.07 10.56
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 30.07 10.56
GROUP 8. . . . . . . . . . . . . . . . . . . .$ 27.32 10.56
GROUP 9. . . . . . . . . . . . . . . . . . . .$ 33.07 10.56
CARPENTER & DIVER CLASSIFICATIONS:
GROUP 1: Carpenter
GROUP 2: Millwright, machine erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge carpenters
GROUP 5: Diver Wet
GROUP 6: Diver Tender, Manifold Operator, ROV Operator
GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator
Not Under Pressure
GROUP 8: Assistant Tender, ROV Tender/Technician
GROUP 9: Manifold Operator-Mixed Gas
ZONE PAY:
ZONE 1 0-40 MILES FREE
ZONE 2 41-65 MILES $2.25/PER HOUR
ZONE 3 66-100 MILES $3.25/PER HOUR
ZONE 4 OVER 100 MILES $4.75/PER HOUR
DISPATCH POINTS:
CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite) .
CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite) .
CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite) .
............................... . ........ . ............
. ........ ............ .. .. . ..... ..............
WA100001 Modification 2 2 1 P a g e
Federal Highway Wage Determinations J7
CARPENTERS: COEUR D` ALENE (1839 N. GOVERNMENT WAY) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite) .
CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite) .
DEPTH PAY FOR DIVERS BELOW WATER SURFACE:
Wr 50-100 feet $2.00 per foot
101-150 feet $3.00 per foot
151-220 feet $4.00 per foot
221 feet and deeper $5.00 per foot
PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT:
0-25 feet Free
26-300 feet $1.00 per Foot
SATURATION DIVING:
The standby rate applies until saturation' starts. The
saturation diving rate applies when divers are under
pressure continuously until work task and decompression are
complete. the diver rate shall be paid for all saturation
hours.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications
lrt within the diving crew (except dive supervisor) in a shift
are paid in the classification with the highest rate for
that shift.
HAZMAT PROJECTS:
Anyone working on a HAZMAT job (task) , where HAZMAT
tri certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit".
it
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
--or-a-supplied air line.
--------------------------------------------------------
WA100001 Modification 2 3 P a g e
Federal Highway Wage Determinations
CARP 0003-006 06/01/2007
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only) , PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean) , SKAMANIA AND WAHKIAKUM
COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY
SEE ZONE DESCRIPTION FOR CITIES BASE POINTS
ZONE 1:
Rates Fringes
Carpenters:
CARPENTERS. . . . . . . . . . . . . . . . . .$ 27.56 13.30
DIVERS TENDERS. . . . . . . . . . . . . .$ 30.28 13.30
DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 68.84 13.30
DRYWALL. . . . . . . . . . . . . . . . . . . . .$ 27.56 13.30
MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 28.04 13.30
PILEDRIVERS. . . . . . . . . . . . . . . . .$ 28.04 13.30
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET
151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET
Zone Differential (Add up Zone 1 rates) :
Zone 2 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
WA100001 Modification 2 4 P a g e
Federal Highway Wage Determinations
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point. )
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
61 -------- -------------------------------------------------------
CARP0770-003 06/01/2009
Rates Fringes
Carpenters:
CENTRAL WASHINGTON:
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN) ,
KITTITAS, OKANOGAN (WEST
OF THE 120TH MERIDIAN) AND
YAKIMA COUNTIES
CARPENTERS ON CREOSOTE
a; MATERIAL. . . . . . . . . . . . . . . . . . .$ 25.25 11.97
CARPENTERS. . . . . . . . . . . . . . . . .$ 35.39 11.97
DIVERS TENDER. . . . . . . . . . . . . .$ 39.15 13.08
DIVERS. . . . . . . . . . . . . . . . . . . . .$ 87.20 13.08
MILLWRIGHT AND MACHINE
ERECTORS. . . . . . . . . . . . . . . . . . .$ 36.39 11.97
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING. . . . . . .$ 35.59 11.97
6
4'
6
rc
........... .................._. ... ......... ............ ... ......_.__ .. ........ .. ...._.... ........... .. _............
WA100001 Modification 2 5 P a g e
Federal Highway Wage Determinations
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
------------------------------------------
WA100001 Modification 2 6 1 P a g e
Federal Highway Wage Determinations
CARP0770-006 06/01/2009
Rates Fringes
�1
Carpenters:
WESTERN WASHINGTON:
CLALLAM, GRAYS HARBOR,
ISLAND, JEFFERSON, KING,
KITSAP, LEWIS (excludes
piledrivers only) , MASON,
PACIFIC (North of a
straight line made by
extending the north
boundary line of Wahkiakum
County west to the Pacific
Ocean) , PIERCE, SAN •JUAN,
SKAGIT, SNOHOMISH,
THURSTON AND WHATCOM
COUNTIES
BRIDGE CARPENTERS. . . . . . . . . .$ 35.39 13.08
CARPENTERS ON CREOSOTE
MATERIAL. . . . . . . . . . . . . . . . . . .$ 35.49 13.08
CARPENTERS. . . . . . . . . . . . . . . . .$ 35.39 13.08
DIVERS TENDER. . . . . . . . . . . . . .$ 39. 15 13.08
DIVERS. . . . . . . . . . . . . . . . . . . . .$ 87.20 13.08
MILLWRIGHT AND MACHINE
ERECTORS. . . . . . . . . . . . . . . . . .$ 36.39 13.08
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING. . . . . . .$ 35.59 13.08
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
r
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
i
it ... ..................... .. .. .. ...... ... . . .. ............. _... _..... . .. . ......_.
WA100001 Modification 2 7 P a g e
Federal Highway Wage Determinations
to
Zone Pay:
Y
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over_45-radius-miles
----$1_50/hour
ELECO046-001 06/01/2009
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.89 3$+15.71
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.81 3%+15.71
----------------------------------------------------------------
* ELECO048-003 01/01/2010
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 39. 66 $16.58
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 36.05 $16.58
HOURLY ZONE PAY:
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Portland, The Dalles, Hood River, Tillamook, Seaside and
Astoria
Zone Pay:
Zone 1: 31-50 miles $1.50/hour
Zone 2: 51-70 miles $3.50/hour
Zone 3: 71-90 miles $5.50/hour
Zone 4 : Beyond 90 miles $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 .plus.
--
WA100001 Modification 2 8 P a g e
Federal Highway Wage Determinations
* BLECO073-001 01/01/2010
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 28.62 3%+12.98
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 28.37 13.98
. ----------------------------------------------------------------
ELEC0076-002 09/01/2009
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
i
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 38.32 3%+16.45
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 34.84 3%+16.40
------------------------------------------------------------
ELEC0112-005 07/01/2009
t ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
1I� CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 36.70 3%+13.73
" ELECTRICIAN. . . . . . . . . . . . . . . . . . . .$ 34 .95 3%+13.73
----------------------------------------------------------------
ELEC0191-003 03/01/2008
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 36.86 3%+12.98
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 33.51 3%+12.98
----------------------------------------------------------------
WA100001 Modification 2 9 P a g e
Federal Highway Wage Determinations
ELECO191-004 03/01/2008
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 32.46 3%+12.81
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 29.51 3%+12.81
----------------------------------------------------------------
ELEC0970-001 01/01/2009
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 34.68 3%+9.59
ELECTRICIAN
_----.----------------$-31_53----------3$+9_59---- ---------
ENGI0302-003 06/01/2009
CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) ,
SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS
SHOWN BELOW)
Zone 1 (0-25 radius miles) :
Rates Fringes
Power equipment operators:
Group 1A. . . . . . . . . . . . . . . . .$ 35.79 15.15
Group lAA. . . . . . . . . . . . . . . . . $ 36.36 15.15
Group 1AAA. . . . . . . . . . . . . . . . .$ 36.92 15.15
Group 1. . . . . . . . . . . . . . . . . . . . .$ 35.24 15.15
Group 2. . . . . . . . . . . . . . . . . . . . .$ 34.75 15.15
Group 3. . . . . . . . . . . . . . . . . . . . .$ 34 .33 15.15
Group 4. . . . . . . . . . . . . . . . . . . . .$ 31.97 15.15
Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miles) - $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle,
Shelton, Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
.. ....... _ ...... . .
WA100001 Modification 2 10 ( Page
Federal Highway Wage Determinations
GROUP IAA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments) ; Tower crane over 175 ft
in height, base to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments) ; Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments) ; Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead 6 yards to, but not
including 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9, HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon;
Scrapers-self propelled 45 yards and over; Slipform pavers;
Transporters, all truck or track type
�1
GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 44
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power) ;
Drilling machine; Excavator, shovel, backhoe-3yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directional drill
operator; Loaders-overhead under 6 yards; Loaders-plant
feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant;
Motor patrol graders-finishing; Piledriver (other than
crane mount) ; Roto-mill,roto-grinder; Screedman, spreader,
topside operator-Slaw Knox, Cedar Rapids, Jaeger,
Caterpillar, Barbar Green; Scraper-self propelled, hard
tail end dump, articulating off-road equipment-under 45
yards; Subgrade trimmer; Tractors, backhoes-over 75 hp;
Transfer material service machine-shuttle buggy, blaw
it knox-roadtec; Truck crane oiler/driver-100 tons and over;
Truck Mount portable conveyor; Yo Yo Pay dozer
` GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
Or A-frame crane over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozers-D-9 and under; Forklift-3000 lbs.
and over with attachments; Horizontal/directional drill
locator; Outside hoists-(elevators and manlifts) , air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loader-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pumps-concrete; Roller, plant mix or multi-lift materials;
Saws-concrete; Scrpers-concrete and carry-all; Service
engineer-equipment; Trenching machines; Truck Crane
j Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and
under
Vwr ................._...._.... . .......... .... ... . .. .....:_
WA100001 Modification 2 111 P a g e
Federal Highway Wage Determinations
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine-laser screed; Cranes-A frame-10 tons
and under; Elevator and Manlift-permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts/boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding
operator; Pavement breaker; Posthole digger, mechanical;
Power plant; Pumps, water; Rigger and Bellman; Roller-other
than plant mix; Wheel Tractors, farmall type;
Shotcrete/gunite equipment operator
Category B Projects: 95% of the basic hourly reate for each
group plus full fringe benefits applicable to category A
projects shall apply to the following projects. A Reduced
rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities ,
excluded.
3. Marine projects (docks, wharfs, etc. ) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS:
Personnel in all craft classifications subject to working
inside a federally designated hazardous perimeter shall be
elgible for compensation in accordance with the following
group schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class "C" Suit - Base wage rate plus $ .25 per hour.
H-3 Class "B" Suit - Base wage rate plus $ .50 per hour.
H-4 Class "A" Suit - Base wage rate plus $ .75 per hour.
...... .. . . .. . . .
WA100001 Modification 2 2 P ag
e
Federal Highway Wage Determinations
int
Ir ----------------------------------------------------------------
ENG10370-002 06/01/2009
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) ,
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
ZONE 1:
Rates Fringes
Power equipment operators:
GROUP 1A. . . . . . . . . . . . . . . . . . .$ 23.21 11.05
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 23.76 11.05
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24.08 11.05
fir GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 24 . 69 11.05
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 24.85 11.05
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 25.01 11.05
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 25.29 11.05
GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 25.56 11.05
GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 26. 66 11.05
ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2.00
a Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power) ; Deck
Hand; Drillers Helper (Assist driller in making drill rod
connections, service drill engine and air compressor,
repair drill rig and drill tools, drive drill support truck
to and on the job site, remove drill cuttings from around
bore hole and inspect drill rig while in operation) ;
Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzleman;
Oiler Driver, & Cable Tender, Mucking Machine; Pumpman;
Rollers, all types on subgrade, including seal and chip
coatings (farm type, Case, John Deere & similar, or
Compacting Vibrator) , except when pulled by Dozer with
lir► operable blade; Welding Machine; Crane Oiler-Driver (CLD
required) & Cable Tender, Mucking Machine
rr ...... ....._... ..... .... .... ........ . .. . .....
WA100001 Modification 2 13 ( Page
Federal Highway Wage Determinations
�r
GROUP 2. A-game Truck (single drum) ; Assistant Refrigeration
Plant (under 1000 ton) ; Assistant Plant Operator, Fireman
or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement) ; Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
electric power) ; Concrete Saw (multiple cut) ; Distributor
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated) ; Fork Lift or Lumber
Stacker, hydra-lift & similar; Gin Trucks (pipeline) ;
Hoist, single drum; Loaders (bucket elevators and
conveyors) ; Longitudinal Float; Mixer (portable-concrete) ;
Pavement Breaker, Hydra-Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-propelled) ;
Railroad Power Tamper Operator (self-propelled) ; Railroad
Tamper Jack Operator (self-propelled; Spray Curing Machine
(concrete) ; Spreader Box (self-propelled) ; Straddle Buggy
(Ross & similar on construction job only) ; Tractor (Farm
type R/T with attachment, except Backhoe) ; Tugger Operator
GROUP 3: A-frame Truck (2 or more drums) ; Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton) ;
Backfillers (Cleveland & similar) ; Batch Plant & Wet Mix
Operator, single unit (concrete) ; Belt-Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar) ;
Bending Machine; Bob Cat (Skid Steer) ; Boring Machine
(earth) ; Boring Machine (rock under 8 inch bit) (Quarry
Master, Joy or similar) ; Bump Cutter (Wayne, Saginau or
similar) ; Canal Lining Machine (concrete) ; Chipper (without
crane) ; Cleaning & Doping Machine (pipeline) ; Deck
Engineer; Elevating Belt-type Loader (Euclid, Barber Green
& similar) ; Elevating Grader-type Loader (Dumor, Adams or
similar) ; Generator Plant Engineers (diesel or electric) ;
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet) ; Soil Stabilizer (P & H or
similar) ; Spreader Machine; Dozer/Tractor (up to D-6 or
equivalent) and Traxcavator; Traverse Finish Machine;
Turnhead Operator
GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump-
crete, Whitman & similar) ; Curb Extruder (asphalt or
concrete) ; Drills (churn, core, calyx or diamond) ;
Equipment Serviceman; Greaser & Oiler; Hoist (2 or more
drums or Tower Hoist) ; Loaders (overhead & front-end, under
4 yds. R/T) ; Refrigeration Plant Engineer (under 1000 ton) ;
Rubber-tired Skidders (R/T with or without attachments) ;
Surface Heater & Plant Machine; Trenching Machines (under 7
ft. depth capacity) ; Turnhead (with re-screening) ; vacuum
Drill (reverse circulation drill under 8 inch bit)
........... _ _._.
WA100001 Modification 2 141 Page
Federal Highway Wage Determinations
t;
GROUP 5: Backhoe (under 45,000 gw) ; Backhoe & Hoe Ram (under
3/4 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes
(25 tons & under) , all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons) ; Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar) ; Hoe Ram; Piledriving Engineers; Paving (dual
$z, drum) ; Railroad Track Liner Operaotr (self-propelled) ;
int Refrigeration Plant Engineer (1000 tons & over) ; Signalman
(Whirleys, Highline Hammerheads or similar) ; Grade Checker
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers) (Autograde,. ABC, R.A. Hansen & similar on grade
wire) ; Backhoe (45,000 gw and over to 110, 000 gw) ; Backhoes
& Hoe Ram (3/4 yd. to 3 yd. ) ; Batch Plant (over 4 units) ;
Batch & Wet Mix Operator (multiple units, 2 & incl. 4) ;
Blade Operator (motor patrol & attachments) ; Cable
Controller (dispatcher) ; Compactor (self-propelled with
blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons) , all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar; Drill
Doctor; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds. ) ; Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete) ; Quad-Track or similar
t. equipment; Rollerman (finishing asphalt pavement) ; Roto
Mill (pavement grinder) ; Scrapers, all, rubber-tired;
Screed Operator; Shovel(under 3 yds. ) ; Trenching Machines
(7 ft. depth & over) ; Tug Boat Operator Vactor guzzler,
super sucker; Lime Batch Tank Operator (REcycle Train) ;
Lime Brain Operator (Recycle Train) ; Mobile Crusher
Operator (Recycle Train)
GROUP 7: Backhoe (over 110,000 gw) ; Backhoes & Hoe Ram (3 yds
& over) ; Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning/Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons) , all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over) ; Elevating Belt
(Holland type) ; Heavy equipment robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar) ;
Loaders (overhead & front-end, over 8 yds. to 10 yds. ) ;
Rubber-tired Scrapers (multiple engine with three or more
scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads,
ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform
Trailers (Goldhofer, Shaurerly andSimilar) ; Ultra High
Pressure Wateriet Cutting Tool System Operator (30,000
psi) ; Vacuum Blasting Machine Operator
GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower) , all attachments including
clamshell, dragline; Loaders (overhead and front-end, 10
yards and over) ; Helicopter Pilot
rr ... .... .... . ... .. .
WA100001 Modification 2 _ 15 ( Page
Federal Highway Wage Determinations
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .50 over scale
Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
WA100001 Modification 2 16 ( Page
Federal Highway Wage Determinations
Mr ENG10612-006 06/01/2009
LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
t
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles) :
Rates Fringes
Power equipment operators:
g. GROUP lA. . . . . . . . . . . . . . . . . . .$ 35.79 15.15
GROUP 1AA. . . . . . . . . . . . . . . . . .$ 36.36 15.15
Yrt GROUP 1AAA. . . . . . . . . . . . . . . . .$ 36.92 15.15
GROUP 1. * * ' ' * ' * ' * ' * . . . . . . . $ 35.24 15.15
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 34.75 15.15
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 34.33 15.15
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 31.97 15.15
Zone Differential (Add to Zone 1 rates) :
rr Zone 2 (26-45 radius miles) = $ .70
Zone 3 (Over 45 radius miles) - $1.00
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
Yr
I�r
... ............ .. . ......, .._. ........ ......
WA100001 Modification 2 17 ( P a g e
Federal Highway Wage Determinations
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments) ; Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments) ; Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6 �.
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons- thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
attachment; Crusher; Deck engineer/deck winches (power) ;
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount) ; Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts) , air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
...... ....... ........ ... ........... .......
WA100001 Modification 2 18 ( P a g e
Federal Highway Wage Determinations
d:
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type) ; Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
< ` 2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150, 000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
lir craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class "C" Suit - Base wage rate plus $ .25 per hour.
H-3 Class "B" Suit - Base wage rate plus $ .50 per hour.
H-4 Class "A" Suit - Base wage rate plus $ .75 per hour.
---- -----------------------------------------------------------
ENG10701-002 01/01./2010
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
Rates Fringes
Power equipment operators:
(See Footnote A)
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 37.27 11.50
GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 39.13 11.50
GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 41.00 11.50
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 35.64 11.50
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 34.64 11.50
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 33.71 11.50
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 32.60 11.50
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 29.61 11.50
it _.. .... . . ........... .. ..... ... ...... . ....
WA100001 Modification 2 19 j Page
Federal Highway Wage Determinations
Zone Differential (add to Zone 1 rates) :
Zone 2 $3.00
Zone 3 - $6.00
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS, MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
in Yamhill County, Washington County and Columbia County
and all jobs or porjects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens "Blast Zone" shall receive Zone I pay for all
classifications.
All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
receive Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three
units or more; CRANE: Helicopter Operator, when used in
erecting work; Whirley Operator, 90 ton and over; LATTICE
BOOM CRANE: Operator 200 tons through 299 tons, and/or over
200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90
tons through 199 tons with luffing or tower attachments;
FLOATING EQUIPMENT: Floating Crane, 150 ton but less than
250 ton
... ........ ................ ...............
WA100001 Modification 2 20 P a g e
Federal Highway Wage Determinations i
it
r GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and
over (with luffing or tower attachment) ; LATTICE BOOM
CRANE: Operator, 200 tons through 299 tons, with over 200
feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and
over
e
GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399
tons with over 200 feet boom; Operator 400 tons and over;
FLOATING EQUIPMENT: Floating Crane 350 ton and over
Fe,
GROUP 2: ASPHALT: Asphalt Plant Operator (any type) ; Roto
Mill, pavement profiler, operator, 6 foot lateral cut and
over; BLADE: Auto Grader or "Trimmer" (Grade Checker
required) ; Blade Operator, Robotic; BULLDOZERS: Bulldozer
operator over 120,000 lbs and above; Bulldozer operator,
twin engine; Bulldozer Operator,tandem, quadnine, D10, Dll,
and similar type; Bulldozere Robotic Equipment (any type;
CONCRETE: Batch Plant and/or Wet Mix Operator, one and two
+ drum; Automatic Concrete Slip Form Paver Operator; Concrete
Canal Line Operator; Concrete Profiler, Diamond Head;
CRANE: Cableway Operator, 25 tons and over; HYDRAULIC
CRANE: Hydraulic crane operator 90 tons through 199 tons
(without luffing or tower attachment) ; TOWER/WHIRLEY
OPERATOR: Tower Crane Operator; Whirley Operator, under 90
tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to
too 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING
EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds.
and over; Floating Crane (derrick barge) Operator, 30 tons
but less than 150 tons; LOADERS: Loader operator, 120,000
lbs. and above; REMOTE CONTROL: Remote controlled
earth-moving equipment; RUBBER-TIRED SCRAPERS: Rubber-
tired scraper operator, with tandem scrapers, multi-engine;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel,
Dragline, Clamshell, operator 5 cu, yds and over; TRENCHING
MACHINE: Wheel Excavator, under 750 cu. yds. per hour
(Grade Oiler required) ; Canal Trimmer (Grade Oiler
required) ; Wheel Excavator, over 750 cu, yds. per hour;
Band Wagon (in conjunction with wheel excavator) ;
UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote
or otherwise; HYDRAULIC HOES-EXCAVATOR: Excavator over
130,000 lbs. ; HYDRAULIC CRANE: Hydraulic crane operator,
50 tons through 89 tons (with luffing or tower attachment) ;
GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up
to and including 120,000 lbs. ; HYDRAULIC CRANE: Hydraulic
crane operator, 50 tons through 89 tons (without luffing
or tower attachment) ; LATTICE BOOM CRANES: Lattice Boom
Crane-50 through 89 tons (and less than 150 feet boom) ;
FORKLIFT: Rock Hound Operator; HYDRAULIC HOES-EXCAVATOR:
excavator over 80,000 lbs. through 130,000 lbs. ; LOADERS:
is Loader operator 60,000 and less than 120,000; RUBBER-TIRED
SCRAPERS: Scraper Operator, with tandem scrapers;
Self-loading, paddle wheel, auger type, finish and/or 2 or
more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR:
Shovel., Dragline, Clamshell operators 3 cu. yds. but less
than 5 cu yds.
.. ......."I".......... ..... . ...... ... . . ...... ..
WA100001 Modification 2 211 Page
Federal Highway Wage Determinations
it
GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator
(screeman required) ; BLADE: Blade operator; Blade operator,
finish; Blade operator, externally controlled by
electronic, mechanical hydraulic means; Blade operator,
multi-engine; BULLDOZERS: Bulldozer Operator over 20,000
lbs and more than 100 horse up to 70,000 lbs; Drill Cat
Operator; Side-boom Operator; Cable-Plow Operator (any
type) ; CLEARING: Log Skidders; Chippers; Incinerator; Stump
Splitter (loader mounted or similar type) ; Stump Grinder
(loader mounted or similar type; Tub Grinder; Land Clearing
Machine (Track mounted forestry mowing & grinding machine) ;
Hydro Axe (loader mounted or similar type) ; COMPACTORS s
SELF-PROPELLED: Compactor Operator, with blade; Compactor
Operator, multi-engine; Compactor Operator, robotic;
CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete
Cooling Machine Operator; Concrete Paving Road Mixer;
Concrete Breaker; Reinforced Tank Banding Machine (K-17 or
similar types) ; Laser Screed; CRANE: Chicago boom and
similar types; Lift Slab Machine Operator; Boom type
lifting device, 5 ton capacity or less; Hoist Operator, two
(2) drum; Hoist Operator, three (3) or more drums; Derrick
Operator, under 100 ton; Hoist Operator, stiff leg, guy
derrick or similar type, 50 ton and over; Cableway Operator
up to twenty (25) ton; Bridge Crane Operator, Locomotive,
Gantry, Overhead; Cherry Picker or similar type crane;
Carry Deck Operator; Hydraulic Crane Operator, under 50
tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane
Operator, under 50 tons; CRUSHER: Generator Operator;
Diesel-Electric Engineer; Grizzley Operator; Drill Doctor;
Boring Machine Operator; Driller-Percussion, Diamond, Core,
Cable, Rotary and similar type; Cat Drill (John Henry) ;
Directional Drill Operator over 20,000 lbs pullback;
FLOATING EQUIPMENT: Diesel-electric Engineer; Jack
Operator, elevating barges, Barge Operator, self-
unloading; Piledriver Operator (not crane type) (Deckhand
required) ; Floating Clamshelll, etc. Operator, under 3 cu.
yds. (Fireman or Diesel-Electric Engineer required) ;
Floating Crane (derrick barge) Operator, less than 30 tons;
GENERATORS: Generator Operator; Diesel-electric Engineer;
GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types) ;
Guardrail Auger Operator (all types) ; Combination Guardrail
machines, i.e. , punch auger, etc. ; HEATING PLANT: Surface
Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR:
Robotic Hydraulic backhoe operator, track and wheel type up
to and including 20,0000 lbs. with any or all attachments;
Excavator Operator over 20,000 lbs through 80, 000 lbs. ;
LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders
Operator, front end and overhead, 25,000 lbs and less than
60,000 lbs; Elevating Grader Operator by Tractor operator,
Sierra, Euclid or similar types; PILEDRIVERS: Hammer
Operator; Piledriver Operator (not crane type) ; PIPELINE,
SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping
Machine Operator; Pipe Bending Machine Operator; Pipe
Wrapping Machine Operator; Boring Machine Operator; Back
Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning
Decontamination Machine Operator; Ultra High Pressure Water
Jet Cutting Tool System Operator/Mechanic; Vacuum Blasting
WA100001 Modification 2 22 ( Page
Federal Highway Wage Determinations
:
Machine Operator/mechanic; REPAIRMEN, HEAVY DUTY: Diesel
Electric Engineer (Plant or Floating; Bolt Threading
Machine operator; Drill Doctor (Bit Grinder) ; H.D.
Mechanic; Machine Tool Operator; RUBBER-TIRED SCRAPERS:
Rubber-tired Scraper Operator,single engine, single
scraper; Self-loading, paddle wheel, auger type under 15
cu. yds. ; Rubber-tired Scraper Operator, twin engine;
Rubber-tired Scraper Operator, with push- ull attachments;
Self Loading, paddle wheel, auger type 15 cu. yds. and
i over, single engine; Water pulls, water wagons; SHOVEL,
DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric
Engineer; Stationay Drag Scraper Operator; Shovel,
Dragline, Clamshell, Operator under 3 cy yds.; Grade-ail
Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders,
Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor
operator, rubber-tired, over 50 hp flywheel; Tractor
operator, with boom attachment; Rubber-tired dozers and
pushers (Michigan, Cat, Hough type) ; Skip Loader, Drag Box;
TRENCHING MACHINE: Trenching Machine operator, digging
capacity over 3 ft depth; Back filling machine operator;
TUNNEL: Mucking machine operator
GROUP 5: ASPHALT: Extrusion Machine Operator; Roller
Operator (any asphalt mix) ; Asphalt Burner and
Reconditioner Operator (any type) ; Roto-Mill, pavement
profiler, ground man; BULLDOZERS: Bulldozer operator,
20,000 lbs. or less or 100 horse or less; COMPRESSORS:
rr► Compressor Operator (any power) , over 1,250 cu. ft. total
capacity; COMPACTORS: Compactor Operator, including
vibratory; Wagner Pactor Operator or similar type (without
blade) ; CONCRETE: Combination mixer and Compressor
Operator, gunite work; Concrete Batch Plant Quality Control
Operator; Beltcrete Operator; Pumperete Operator (any
type) ; Pavement Grinder and/or Grooving Machine Operator
(riding type) ; Cement Pump Operator, Fuller-Kenyon and
similar; Concrete Pump Operator; Grouting Machine Operator;
Concrete mixer operator, single drum, under (5) bag
capacity; Cast in place pipe laying machine; maginnis
Internal Full slab vibrator operator; Concrete finishing
mahine operator, Clary, Johnson, Bidwell, Burgess Bridge
deck or similar type; Curb Machine Operator, mechanical
j Berm, Curb and/or Curb and Gutter; Concrete Joint Machine
Operator; Concrete Planer Operator; Tower Mobile Operator;
Power Jumbo Operator setting slip forms in tunnels; Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Concrete Paving Machine Operator; Concrete
Finishing Machine Operator; Concrete Spreader Operator;
CRANE: Helicopter Hoist Operator; Hoist Operator, single
r drum; Elevator Operator; A-frame Truck Operator, Double
drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR:
Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and
Earth Boring Machine Operator; Vacuum Truck; Directional
Drill Operator over 20,000 lbs pullback; FLOATING
EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or
robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe
Operator, wheel type (Ford, John Deere, Case type) ;
Hydraulic Backhoe Operator track type up to and including
wr ..... . ........... .... _ ..... ... .
WA100001 Modification 2 23 Page
Federal Highway Wage Determinations
20, 000 lbs.; LOADERS: Loaders, rubber- tired type, less
than 25,000 lbs; Elevating Grader Operator, Tractor Towed
requiring Operator or Grader; Elevating loader operator,
Athey and similar types; OILERS: Service oiler (Greaser) ;
PIPELINE-SEWER WATER: Hydra hammer or simialr types;
Pavement Breaker Operator; PUMPS: Pump Operator, more than
5 (any size) ; Pot Rammer Operator; RAILROAD EQUIPMENT:
Locomotive Operator, under 40 tons; Ballast Regulator
Operator; Ballast Tamper Multi-Purpose Operator; Track
Liner Operator; Tie Spacer Operator; Shuttle Car Operator;
Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat
wagon DJBs Volvo similar types; Conveyored material hauler;
SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled;
Pulva-mixer or similar types; Chiip Spreading machine
operator; Lime spreading operator, construction job siter;
SWEEPERS: Sweeper operator (Wayne type) self-propelled
construction job site; TRACTOR-RUBBER TIRED: Tractor
operator, rubber-tired, 50 hp flywheel and under; Trenching
machine operator, maximum digging capacity 3 ft depth;
TUNNEL: Dinkey
GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill
Operator (any type) ; Truck mounted asphalt spreader, with
screed; COMPRESSORS: Compressor Operator (any power) , under
1,250 cu. ft. total capacity; CONCRETE: Plant Oiler,
Assistant Conveyor Operator; Conveyor Operator; Mixer Box
Operator (C.T.B. , dry batch, etc. ) ; Cement Hog Operator;
Concrete Saw Operator; Concrete Curing Machine Operator
(riding type) ; Wire Mat or Brooming Machine Operator;
CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler
Driver; A-frame Truck Operator, single drum; Tugger or
Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher
Feederman; CRUSHER: Crusher oiler; Crusher feederman;
DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT:
Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding
Operator, construction job site (exclduing working
platform) ; Fork Lift or Lumber Stacker Operator,
construction job site; Ross Carrier Operator, construction
job site; Lull Hi-Lift Operator or Similar Type; GUARDRAIL
EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail
machines; Guardrail Punch Oiler; HEATING PLANT: Temporary
Heating Plant Operator; LOADERS: Bobcat, skid steer (less
than 1 cu yd. ) ; Bucket Elevator Loader Operator,
BarberGreene and similar types; OILERS: Oiler; Guardrail
Punch Oiler; Truck Crane Oiler-Driver; Auger Oiler; Grade
Oiler, required to check grade; Grade Checker; Rigger;
PIPELINE-SEWER WATER: Tar Pot Fireman; Tar Pot Fireman
(power agitated) ; PUMPS: Pump Operator (any power) ;
Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman;
Oiler; Switchman; Motorman; Ballast Jack Tamper Operator;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler,
Grade Oiler (required to check grade) ; Grade Checker;
Fireman; SWEEPER: Broom operator, self propelled,
construction job site; SURFACING (BASE) MATERIAL: Roller
Operator, grading of base rock (not asphalt) ; Tamping
Machine operartor, mechanical, self-propelled; Hydrographic
Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade
Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator
........ . .. ...... ... ..... ...... _..._ _ ..
WA100001 Modification 2 24 ( P a g e
Federal Highway Wage Determinations ;.
j4
----------------------------------------------------------------
IRON0014-005 07/01/2009
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 30.79 17.40
----------------------------------------------------------------
IRON0029-002 07/01/2009
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
La
IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 33.12 17.40
----------------------------------------------------------------
IRON0086-002 07/01/2009
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
�r IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 31.07 17.40
` ------------------- ------------------------------------------
IRON0086-004 07/01/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 36.62 17. 40
----------------------------------------------------------------
}
L
L
.. .. ...... ... ............... ... . ........ . ........... .. . . ......
WA100001 Modification 2 25 1 P a g e
Federal Highway Wage Determinations
LAB00001-002 06/01/2009
ZONE 1:
sr
Rates Fringes
Laborers:
CALLAM, GRAYS HARBOR,
ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON,
PACIFIC (NORTH OF STRAIGHT
LINE MADE BY EXTENDING THE
NORTH BOUNDARY WAHKIAKUM
COUNTY WEST TO THE PACIFIC
OCEAN) , PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH,
THURSTON AND WHATCOM
COUNTIES
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 21.77 9.07
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 24.86 9.07
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 30. 96 9.07
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 31.70 9.07
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 32.21 9.07
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN) ,
KITTITAS AND YAKIMA
COUNTIES
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 17.95 9.07
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 20.58 9.07
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 22.54 9.07
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23.09 9.07
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.48 9.07
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) :
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) :
ZONE 2 - $2.25
...................... .. ..... .... ... . _........ . .. ... .
WA100001 Modification 2 26 P ag.e
Federal Highway Wage Determinations
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
s cleaning floors, ceilings, walls, windows, etc. , prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material) ; Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical "splash suit" and
air purifying respirator) ; Maintenance Person; Material
` Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at 'job site) ; Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.) ;
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical "splash suit") ;
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ;
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ;
Spreader (concrete) ; Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber) ; Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
r
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line) .
----------------------------------------------------------------
rr ....
WA1O0OO1 Modification 2 27 j P a g e
Federal Highway Wage Determinations
LAB00238-004 06/01/2009
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH
MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN,
PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
Laborers:
ZONE l:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 20.56 8.75
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 22.66 8.75
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 22.93 8.75
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23.20 8.75
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.48 8.75
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 24.85 8.75
Zone Differential (Add to Zone 1 rate) : $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of €lagperson) ;
Window Washer/Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean-up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machine, 6
inches and smaller) ; Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean-up,
burning, loading, wrecking and salvage of all material) ;
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right-of-way markers) ;
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal) ; Miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly & dismantle,
and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel) ; Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures) ;
Tailhoseman (water nozzle) ; Timber Bucker and Faller (by
hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man;
All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
...................... ...... ...... . .. ..__ ...... ......
WA100001 Modification 2 28 1 P a g e
Federal Highway Wage Determinations
GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement
Finisher Tender; Concrete Saw, walking; Demolition Torch;
Dope Pot Firemen, non-mechanical; Driller Tender (when
required to move and position machine) ; Form Setter,
Paving; Grade Checker using level; Hazardous Waste Worker,
Level C (uses a chemical "splash suit" and air purifying
respirator) ; Jackhammer Operator; Miner, Class "B" (to
include brakeman, finisher, vibrator, form setter) ;
c,
Nozzleman (to include squeeze and flo-crete nozzle) ;
jMp Nozzleman, water, air or steam; Pavement Breaker (under 90
lbs. ) ; Pipelayer, corrugated metal culvert; Pipelayer,
multi- plate; Pot Tender; Power Buggy Operator; Power Tool
Operator, gas, electric, pneumatic; Railroad Equipment,
power driven, except dual mobile power spiker or puller;
Railroad Power Spiker or Puller, dual mobile; Rodder and
Spreader; Tamper (to include operation of Barco, Essex and
similar tampers) ; Trencher, Shawnee; Tugger Operator; Wagon
Drills; Water Pipe Liner; Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to
include horizontal construction joint cleanup brush
machine, power propelled) ; Caisson Worker, free air; Chain
Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high) ;
Gunite (to include operation of machine and nozzle) ;
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical "splash suit") ; High Scaler;
Laser Beam Operator (to include grade checker and elevation
control) ; Miner, Class C (to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels) ;
Monitor Operator (air track or similar mounting) ; Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
jw 1, 200 lbs., jet blast machine power propelled, sandblast
nozzle) ; Pavement Breaker (90 lbs. and over) ; Pipelayer (to
include working topman, caulker, collarman, jointer,
rmortarman, rigger, jacket, shorer, valve or meter
installer) ; Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self-contained breathing apparatus or a supplied air line) ;
Miner Class "D", (to include raise and shaft miner, laser
beam operator on riases and shafts)
GROUP 6 - Powderman
----------------------------------------------------------------
_........ .........
WA100001 Modification 2 29 Page
Federal Highway Wage Determinations
k
LAB00238-006 06/01/2009
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON,
CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT,
LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA,
WHITMAN
Rates Fringes
Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 24 .10 8.75
----------------------------------------------------------------
LAB00335-001 06/01/2008
CLARK, COWLITZ, KLICKI TAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY
WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
Laborers:
ZONE 1:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 27.46 8.40
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 28.06 8.40
• GROUP 3. . . . . . . . . . . . . . . . . . . .$ 28.50 8.40
GROUP 4 . . . . . . . . . . . . . . . . . . . .$ 28.88 8.40
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 24. 96 8.40
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 22.54 8.40
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 19.34 8.40
Zone Differential (Add to Zone 1 rates) :
Zone 2 $ 0. 65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
........ .... . .. . . ... ........ ...........
WA100001 Modification 2 30 P a g e
Federal Highway Wage Determinations
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
ilk Truck Loaders; Carpenter Tender; Change-House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew) ;
Elevator Feeders; Guard Rail, Median Rail Reference Post,
Guide Post, Right of Way Marker; Fine Graders; Fire Watch;
Form Strippers (not swinging stages) ; General Laborers;
Hazardous Waste Worker; Leverman or Aggregate Spreader
(Flaherty and,similar types) ; Loading Spotters; Material
s
Yard Man (including electrical) ; Pittsburgh Chipper
Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms) ; Rip Rap Man (hand placed) ;
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor) ; Toolroom Man (at job
site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher
(aggregate when used)
GROUP 2: Applicator (including pot power tender for same) ,
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
r saw) ; Burners; Choker Splicer; Clary Power Spreader and
similar types; Clean- up Nozzleman-Green Cutter (concrete,
rock, etc.) ; Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime) ; Tool
Operators (includes but not limited to: Dry Pack Machine;
Jackhammer; Chipping Guns; Paving Breakers) ; Pipe Doping
(< and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Wet) ;
Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
rubber-mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring-down, or sloping and stripping) ; Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Falling) ; Pumperete Nozzlemen;
Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor
}; Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and
Timbermen; Vibrator; Water Blaster
................. ...... .. . .... ........ .
WA100001 Modification 2 311 Page
Federal Highway Wage Determinations
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls) ;
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)-applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman-Dinky
Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel
GROUP 5: Traffic Flaggers
GROUP 6: Fence Builders
GROUP 7: Landscapingor Planting Laborers
-
LAB00335-019 06/01/2008
Rates Fringes
Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 29.58 8.40
-------------------------------------------------------------
PAIN0005-002 07/01/2009
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) ,
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS. . . . . . . . . . . . . . . . . . . .$ 27. 40 11.50
--------------------------------------------------
PAIN0005-004 03/01/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
PAINTER. . . . . . . . . . . . . . . . . $ 20_ -
82 7_44
--------- - ----
_. .. ...... __._
............ ....... ......
WA100001 Modification 2 32 P a g e
Federal Highway Wage Determinations
fir
* PAIN0005-006 07/01/2009
ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ;
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COUNTIES
Rates Fringes
Painters:
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, Water
and Sandblasting. . . . . . . . . . . .$ 21.50 7. 98
Over 30'/Swing Stage Work. .$ 22.20 7.98
Brush, Roller, Striping,
Steam-cleaning and Spray. . . .$ 15.09 6.78
r Lead Abatement, Asbestos
Abatement. . . . . . . . . . . . . . . . . . .$ 21.50 7.98
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
----------------------------------------------------------------
JO PAIN0055-002 07/01/2009
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
Painters:
Brush & Roller. . . . . . . . . . . . . .$ 19.59 7.24
High work - All work 60
ft. or higher. . . . . . . . . . . . . . .$ 20.34 7.24
Spray and Sandblasting. . . . . .$ 20.19 7.24
----------------------------------------------------------------
PAIN0055-007 08/13/2009
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters:
HIGHWAY & PARKING LOT
STRIPER. . . . . . . . . . . . . . . . . . . . .$ 30.82 8.62
----------------------------------------------------------------
rr
d
.......................... ... ........... .. .......... .... ..... ............. ..... ..... ..... ...... ..... ...... .....
WA100001 Modification 2 33 P age
Federal Highway Wage Determinations
PLAS0072-004 06/01/2009
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA ;
COUNTIES
Rates Fringes
CEMENT MASON/CONCRETE FINISHER
ZONE 1: . . . . . . . . . . . . . . . . . . .$ 24.08 11.22
Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
PLAS0528-001 06/01/2009
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
Cement Masons:
CEMENT MASON. . . . . . . . . . . . . . . .$ 35.75 13.40
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNITE NOZZLE. . . . . . .$ 36.25 13.40
TROWLING MACHINE OPERATOR
ON COMPOSITION. . . . . . . . . . . . . .$ 37.25 13.40
----------------------------------------------------------------
PLAS0555-002 06/01/2009
CLARK, KLICKITAT AND SKAMANIA COUNTIES
ZONE 1:
Rates Fringes
Cement Masons:
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD. .$ 29.94 15.59
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR {
HANGING SCAFFOLD. . . . . . . . . . . .$ 29. 41 15.59
CEMENT MASONS. . . . . . . . . . . . . . .$ 28.87 15.59
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS. . .$ 29.41 15.59
....... .....................
WA100001 Modification 2 34 Page
Federal Highway Wage Determinations
Zone Differential (Add To Zone 1 Rates) :
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
Ili ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4 : More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
----------------------------------------------------------------
TEAM0037-002 06/01/2009
CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean) , SKA.MANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Truck drivers:
ZONE 1
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.90 12.75
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 27.02 12.75
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 27.15 12.75
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 27.41 12.75
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 27.63 12.75
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 27.79 12.75
5, GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.99 12.75
liar. Zone Differential (Add to Zone 1 Rates) :
Zone. 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
)
ZONE 5: More than 80 miles from the respective city hall.
.. ..... ... ... . . :...... ... . .... . ........ . .. ......... .............
WA100001 Modification 2 35 Page
Federal Highway Wage Determinations
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated) ; Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds. ; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on job site) ; Loader and/or Leverman on Concrete Dry Batch
Plant (manually operated) ; Pilot Car; Pickup ,Truck• Solo
Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender;
Truck Mechanic Tender; Water Wagons (rated capacity) up to.
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
GROUP 2: Boom Truck/Hydra-lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks/Articulated Dumps 6 cu to 10 cu. ; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver-Straddle Carrier (used in loading,
unloading and transporting of materials on job site) ; Oil
Distributor Driver or Leverman; Transit mix and wet or dry
mix trcuks: over 5 cu. yds. and including 7 cu. yds.;
Vacuum Trucks; Water truck/Wagons (rated capacity) over
3,000 to 5,000 gallons ;.
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps, including Semi Trucks and
Trains or combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump Trucks;
Self-Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds. ; Truck
Mechanic-Welder-Body Repairman; Utility and Clean-up Truck;
Water Wagons (rated capacity) over 5,000 to 10,000 gallons
GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom
cumps, including Semi-Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds. ; Water Wagon (rated capacity) over 10,000
gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including 80 cu. yds., and
includes Articulated Dump Trucks; Skid Truck
........1............................. .. . . .......... ....... ......._...... ... ....... ._..... .. ...... ........
. ... .__'
WA100001 Modification 2 36 P a g e
Federal Highway Wage Determinations
GROUP 7: Dump Trucks, side, end and bottom dumps, including
u Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
----------------------------------------------------------------
* TEAM0174-001 06/01/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Truck drivers:
ZONE A:
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 31.87 14.60
GROUP 2: . . . . . . . . . . . . . . . . . . .$ 31.03 14.60
kill. GROUP 3: . . . . . . . . . . . . . . . . . . .$ 28.22 14.60
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 23.25 14.60
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 31.42 14.60
ZONE B (25-45 miles from center of listed cities*) : Add $.70
per hour to Zone A rates.
ZONE C (over 45 miles from centr of listed cities*) : Add
$1.00 per hour to Zone A rates.
*Zone pay will be calculated from the city center of the
following listed cities:
BELLINGHAM CENTRALIA RAYMOND OLYMPIA
EVERETT SHELTON ANACORTES BELLEVUE
SEATTLE PORT ANGELES MT. VERNON KENT
TACOMA PORT TOWNSEND ABERDEEN BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - "A-frame or Hydralift" trucks and Boom trucks or
similar equipment when "A" frame or "Hydralift" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
W Two and Four-Wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
j aggregates) ; Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck-3,000 gallons and over capacity
. ............ .... . ......... .. ...... . ... .. ...... .... _..... _.. ... .. _ .
WA100001 Modification z 37 Page
Federal Highway Wage Determinations
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four-wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck,
Greaser, Battery Service Man and/or Tire Service Man;
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno-Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber-tired) (when used within Teamster jurisdiction) ;
Vacuum truck; Water Wagon and Tank trucks-less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
HAZMAT PROJECTS
Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with R
a chemical "splash suit. "
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
.....__ . ... ...... . ...... .. ... .. ......... _.
WA100001 Modification 2 3$ 1 P a g e
Federal Highway Wage Determinations
TEAM0760-002 06/01/2009
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (ANYONE
WORKING ON HAZMAT JOBS SEE
i FOOTNOTE A BELOW)
ZONE 1:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 20.02 10.86
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 22.29 10.86
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 22.79 10.86
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23.12 10.86
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.23 10.86
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23.40 10.86
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 23.93 10.86
GROUP 8. . . . . . . . . . . . . . . . . . . .$ 24.26 10.86
Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00)
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: Outside 45 radius miles from the main post office
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under) ; Leverperson (loading trucks at bunkers) ; Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber-tired,
pulling trailer or similar equipment)
GROUP 3: Auto Crane2000 lbs. capacity) ;( p y) ; Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under) ; Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16,000 lbs. ) ; Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar) ; Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds. ) ;
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds.) ; Warehouseperson. (to include
jj shipping & receiving) ; Wrecker & Tow Truck
GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds. ) ; Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons)
x
1t .......... .11.. .... ... .. ............................ .... ....... .. . ........ ..
WA100001 Modification 2 39 P a g e
Federal Highway Wage Determinations
GROUP 5: Dumptor (over 6 yds. ) ; Lowboy (50 tons & under) ;
Self- loading Roll Off; Semi-Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds. ) ; Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds. ) ;
Truck-Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton) ; Vacuum Truck (super
sucker, guzzler, etc. )
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16, 000 lbs. ) ; Dumps (Semi-end) ; Mechanic (Field) ;
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds. ) ; Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds. ) ; Truck and Pup;
Tournarocker, DWs & similar with 2 or more 4 wheel-power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons) ;
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete
.(over 20 yds. ) ; Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.) ; Truck Mounted Crane (with
load bearing surface either mounted or pulled (16 through
25 tons) ;
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds. ) ; Helicopter
Pilot Hauling Employees or Materials
WA100001 Modification 2 40 ( P a g e
Federal Highway Wage Determinations
Footnote A - Anyone working on a HAZMAT job, where HAZMAT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C-D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
NOTE:
Trucks Pulling Equipment Trailers: shall receive $.15/hour
over applicable truck rate
-- -
-----------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
-----------..----------------------------------------------------
In the listing above, the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
----------------------------------------------------------------
(
WAGE DETERMINATION APPEALS 'PROCESS
1. ) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
1 a wage determination matter
* a conformance (additional classification and rate) ruling
6
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2. )
)'
and 3. ) should be followed.
WA100001 Modification 2 411 Page
Federal Highway Wage Determinations
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2. ) If the answer to the question in 1. ) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc. ) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4. ) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
WA100001 Modification 2 42 Page
Federal Highway Wage Determinations
APPENDIX B
STANDARD PLANS
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YID
FACE OF CURB 6" CEMENT CONCRETE
j
1112'R- 1"R SIDEWALK RAMP
6 112" ^^VARIES OR LANDING
5 112" 1" FROM –3— a
6'TOO ---
112"R. i /^ 1"R. p D
b . p
124 MAX.
TOP OF
° -- 1I2'RROADWAY 114"PREMOLDED
i _JOINT FILLER
D U CEMENT CONCRETE
° D PEDESTRIAN CURB
° D AT SIDEWALK RAMPS AND LANDINGS
Q---- FACE OF ADJACENT CURB
CEMENT CONCRETE
6 1!2"
TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET
I
FACE OF ADJACENT CURB 124 MAX.
TOP OF
6 11Z'-- FLUSH WITH GUTTER -�--- „ 1" 1/2"R, -ROADWAY
-- PAN AT SIDEWALK 2" ° ff
RAMP ENTRANCE
1:12 MAX. 1:24 MAX-
V
D 'p� ,•p° •.p tD
TOP OF ° <;
% 112"R. ROADWAY
/ �— V-6"
p DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
DEPRESSED CURB SECTIONFACE OF CURB
AT SIDEWALK RAMPS
6 1/2"
5 112 1"
112"R. - V,R
TOP OF
ROADWAY
• D �
FACE OF ADJACENT CURB
D "
GUTTER SURFACE
1"R.- 8 114"
R.p D D CEMENT CONCRETE
TRAFFIC CURB
D • ` U
�pU • ° °
P
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS,AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Curbs not constructed to these sections as dimensioned will not be accepted by the owner.
3. For Depressed Monolithic Driveway Curb&Gutter Section,see Standard Plan 104.2
ti�Y O STD. PLAN - 101
PUBLIC WORKS
CEMENT CONCRETE CURBS
DEPAR9'MENT
JUNE 2009
,�-SEE NOTE 2 SEE NOTE 2
2' - 0" 2' - 0" o
r
l a I \
3/8" PREMOLDED JOINT FILLER (TYP) I
CEMENT CONCRETE
- I �CURS AND GUTTER
�Iw �YYr ��11jj
PLAN VIEW
FACE OFCENTERLINE OF
f s CURB �.S-FRAME&GRATE
Ij
y5
1./2" 1, (1.08)
-- FRAME AND GRATE-NOT INCLUDED
I
1/2" R - �4�1" R ROADWAY MATCH - IN CURB AND GUTTER BID ITEM
ROAD
SLOPE
RECESS TOP OF
D 1" R, I 72' ROADWAY
D
im
p
' D D
ADJUSTMENT SECTION-NOT INCLUDED
IN CURB AND GUTTER BID ITEM
pD .
CATCH BASIN-NOT INCLUDED
IN CURB AND GUTTER BID ITEM
SECTION A
�Y�.CKApYV�~ ,•
GENERAL NOTES: ,
r 1. The intent of this design is to facilitate the removal
of a catch basin with minimal disturbance ` ;
of the curb. , y -.� ^N "`
2. The expansion joints of the •-
adjacent sidewalk shall
be adjusted to be in ,
Line with these curb
Irr expansion joints. �, 5 " ,�
ISOt4E41C VIEW
�Y
PUBLIC WORKSTDCEMENT CONCRETE CURB S . PLAN — 101.1
�'�► ��'
+ + DEPARTMENT INSTALLATION AT
to 'f'�N tp CATCH BASINS MAY 2009
aw
t
6" 1
IN.6' SIDEWALK
VARIES:51-V MIN.
LEVEL 1"R.
12"R(TYP.) -- CURB NOT
INCLUDED
o �, ytE,Ate• `� 2%.MAX, IN BID ITEM
D SEE RAISED 1!4'FR£MOLDED .�
EDGE DETAIL
JOIN.,
NOTE:EXTEND SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE CEMENT CONCRETE SIDEWALK
RAISED EDGE DETAIL WITH RAISED EDGE
VARIES Z _ 1w TO IM'
SIDEWALK MAY BE ADJACENT
SLOPE ROUNDING 1 TO A WALL(SEE DETAIL)
(WHEN SPECIFIED) J— p t
St0_EWALK BUFFER STRIP D l��j •
VARIES:5'-0"MIN.
12-R.(Ty P J - CURB NOT k
INCLUDED
2% 2•b MAX. 2°h MAX. IN BID tTEM
©CONTRACTION JOINT
CEMENT CONCRETE SIDEWALK
ADJACENT TO BUFFER STRIP WgLL OR BARRIER
SIDEWALK -M
VARIES
-•SIDEWALK MAY BE ADJACENT 1)2'R.
SLOPE ROUNDING / TO A WALL(SEE DETAIL)
(WHEN SPECIFtEDt — { -...� D
SIDEWALK
6* D 7
VARIES:
S'-B'MIN. �� D
CURB NOT 11d'PREMOLDED
12`R.(TYP.) INCLUDED JOINT FILLER
•-
2� 2Y.MAX. IN BID ITEM
Q 1/4"PREMOLDEo ^R"' SIDEWALK ADJACENT TO WALL
JOIrtT FILLER ' DETAIL
CEMENT CONCRETE SIDEWALK /
ADJACENT TO CURB
0'
BROOMED FINISH
O+ 4'WIDE,SMOOTH
5 TROWELEDPERIMETER
�..0"
C,-' T CONCRETE CURB
�•'iURBAND GUTTER SHOWN)
h� 'NOT INCLUDED IN BID ITEM W8"
MIN 4Z I
D .
rs+"S -Gtr i.� ON JOINT
B(0>^WATK ONLY
FULL-CEPTH
PREMOLDED
yr sa=DF�,,m•,y
/ �•" � INT IN BOTH CURS AND JOINT FILLER
... S �SEE STD PLAN 101.1) EXPANSION JOINT '.
QINTAND FINISH
rt,4L` ^�c DETAIL
NOTE:Access lids or covers will not be permitted in the sidewalk surface. See Std Plan 102.1.
+ + PUBLIC WORKS CEMENT CONCRETE STD. PLAN — 102
7�4$ DEPARTMENT SIDEWALK rrlr
�N.�o MAY 2009
rr
dw
NOTES:
1. "Providing safe places for people to walk is an essential responsibility of all government entities involved in constructing
N or regulating the construction of public rights-of-way."according to the American Association of State Highway and
Transportation Officials'(AASHTO) A Policy on Geometric Design of Highways and Streets.
2. Utilities shall be relocated outside the traveled way of the walkway.
wr 3. Utilities that must remain are to be made non-slip through use of the[ lista proprietary system here J. Existing meter
reading devices shall not be harmed by the application of[ this system J.
4. Junction boxes will not be permitted in the sidewalk surface. These shall be relocated to the buffer strip.
5. Drainage appurtenances,such as manholes,catch basins,etc.will not be permitted in the sidewalk surface. These shall
be relocated to the street,or to the buffer strip.
6. Provision shall be made for the Handicapped to get around utilities that remain while they are being worked on. A
pedestrian traffic control plan shall be submitted to the City for review.
aw
9W
law
wr
to
air
do
it
2Y
PUBLIC WORKS UTILITY PLACEMENT IN
STD. PLAN — 102.1
w �A� DEPARTMENT CEMENT CONCRETE SIDEWALK
MAY 2009
+Mr
__EXISTING ASPHALT 2.0' MIN. NEW CURB
PAVEMENT & GUTTER
(SEE NOTE 2)
SAWCUT
(SEE NOTE 2)
t--. � �-to r•c, L.o V C.�
ARTERIAL STREET MENIMUM
7" HMA (or ACF' Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
a�►
I. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALT, BE POSITIONED 1' — 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
101 FOR CEMENT CONCRETE CURBS.
ti�Y a STD. PLAN - 103
PUBLIC WORKS CURB AND GUTTER
, N2a� DEPARTMENT REPLACEMENT DETAIL_
MAY 2009
_._.__._____� ._._. _ BID ITEM(INCLUDES SIDEWALK RAMPS)
RAMP(VARIES) VARIES:20'MIN.(SEE NOTE 7) RAMP(VARIES)
V MIN.-15'MAX. - - 6'MIN.-15'MAX.
10 LF OF PAVED
r
DRIVEWAY REQUIRED
� f
318"EXPANSION JOINT(TYP.) - CEMENT
(SEE STD.PLAN 102) CONCRETE
SIDEWALK
� o o
a < Q
a o a
� w co
err
-/ SEE NOTE 7 - CEMENT CONCRETE
RAMP WITH 12H:1V 8 CURB&GUTTER --
SLOPE(TYP.) (SEE NOTE 3)
am 318"CONTRACTION JOINT(TYP.)
(SEE STD.PLAN 102) PLAN VIEW
(TYPE C3 SHOWN,Cl&C2&C-MAX SIMILAR)
(SEE NOTE 9)
aw RAMP(VARIES) VARIES:20'MIN. RAMP(VARIES)
&MIN.-15'MAX, (SEE NOTE 7) T MIN.-15'MAX. _ - _ SEE NOTE 8(TYP).
j
-10" IN. -10"MIN.
-10"MIN.
ow CEMENT CONCRETE 318"EXPANSION JOINT(TYP.)
SIDEWALK (SEE STD.PLAN 102)
SECTIONtaw
( A }
112.R(TYP.) - L SIDEWALK WIDTH �
VARIES 2%MAX.
10"MIN.
DRIVEWAY
SEE DETAIL ON STD PLAN 104,2
e1
o��
-cam
SECTION
CEMENT CONCRETE
CURB&GUTTER
(SEE NOTE 3)
10 LF OF PAVED re ti ti 3'
IYiI DRIVEWAY REQUIREDy_ ti..,I7EP,L2E$p ONOU7HIC
CEMENT SHEET 104.2)
ONCRETE ,.:• T�:a.;,��,_•.:.icr:,•.:� y�-
SIDEWALK
TYPE C2-ISOMETRIC VIEW
(30'WIDE COMMERCIAL)
Z For NOTES see sheet 104.2
wr
SY CEMENT CONCRETE DRIVEWAY SM. PLAN — 104
PUBLIC WORKS CEMENT
ENTRANCE - TYPES Cl, C2
owDI
DEPARTMENT C3 and C-MAX MAY 2009
fi0
0w
BID ITEM(INCLUDES SIDEWALK RAMPS)
RAMP(VARIES) VARIES:14'MIN.-20'MAX. RAMP(VARIES)
6'MIN.-15'MAX. 6'MIN.-15'MAX.
10 LF OF PAVED DRIVEWAY REQUIRED
REQUIRED
}
3/8"EXPANSION JOINT{TYP.)
(SEE SD,PLAN 102)
f
CEMENT CONC.SIDEWALK
o n
i
SEE NOTE i CEMENT CONCRETE
B CURB&GUTTER
3/8"EXPANSION JOINT(TYP.) (SEE NOTE 3)
(SEE STD.PLAN 102)
PLAN VIEW
RAMP(VARIES) 14 RAIN _ RAMP(VARIES)
5'MIN.-15'MAX. 6'MIN_-15'MAX.
20'MAX. SEE NOTE 8(TYP).
�- 6"MIN. —j '• 6.' T 6"MIN_
CEMENT CONCRETE - 6"DMtN. 318"EXPANSION JOINT(TYP.)
SIDEWALK SECTION O (SEE STD.PLAN 102)
112"R(TYP) SIDEWALK WIDTH �
DEPRESSED CURB&GUTTER
VARIES 2%MAX. (SEE NOTE 3)
6"MIN.
DRIVEWAY
SECTION )
10 LF OF PAVED
DRIVEWAY REQUIRED
;.
CEMENT CONCRETE
CURB&GUTTER
(SEE NOTE 3)
CEMENT
CONCRETE -Z DRRIRESSED
v6&GUTTER
SIDEWALK d ,' ate"CSEE NOTE 3}
TYPE R1 ISOMETRIC VIEW
> (RESIDENTIAL) For NOTES see sheet 104.2
~�Y O
{ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD. PIAN - 104.1
DEPARTMENT ENTRANCE - TYPE R1
MAY 2009
rril
wr
CEMENT CONCRETE
CURB 8 GUTTER
(SEE NOTE 3)
10 LF OF PAVED
DRIVEWAY REQUIRED
GEMENT sq� s{3�p(j6S�tp tAONOLITHIC
CONCRETEf �,cUr30$GUl TER
SIDEWALK —
riSEUE'TAILTHISSHEET)
n:5'3�"'4*�•=Tom✓«.;,
do
"• ` Tr TYPE C28-ISOMETRIC VIEW
(30WIDE COMMERCIAL,WITH BUFFER}
NOTES
I. When a Type R1 or RIB(residential)driveway width exceeds 15
feet,construct a full depth expansion joint with 3/8"joint fillerF� ACE 6F CURB
along the driveway centerline(see std.plan 102). ConstructSEE© SEE DEPRESSED CURB DETAIL
expansion joints parallel with the centerline as required at 15' CONTRACTIONJOINr 6 112` ON THIS SHEET
maximum spacing when driveway widths exceed 34'" STD PLAN 102 s 12" 1'
t!2`R. TOP OF
2. See std,plan 102 for sidewalk details. �- .N
ROADWAY
3. Curb and gutter shown,other curb designs may be specified. f ll
" I
y� See std.plan 101 for curb details. ` 70"
4, Avoid placing drainage structures,junction boxes or other I n —!-
obstructions in front of driveway entrances.
5. The engineer will design aft driveways to include elevations at all NOTE:DRIVEWAY LONGITUDINAL EXPANSION
points marked with symbol"X". All elevations are at the driveway JOINTS SHALL BE FULL DEPTH
finished surface. DEPRESSED MONOLITHIC CURB&GUTTER DETAIL
8. Driveways not constructed as dimensioned will not be accepted
err by the owner.
7 a. Width of Type C1/C1B and alley entrances shall be 20'-0".
Width of Type C2/C2B(2-lane commercial)entrances shall be
00 30'-0". Width of Type C31C3B(3-lane commercial)entrances
shall be 38'-0". The expansion joints(see std.plan 102)shall -FACE OF ADJACENT CURB
be spaced as shown in the corresponding isometric view.
b. Maximum width of Type C-MAX or C-MAX with Buffer - GUTTER SURFACE
to (industrial,Warehouse,and Shopping Center uses only)shall
be 50'-0"but shall not exceed 40%of the street frontage. The 1"R
expansion joints(see std.plan 102)shall be spaced as shown
in the corresponding isometric view. ° o
+ 8, Slopes shall comply with sections R303.2.1 or R303,22 or
R303.2.3 of the Public Rights of Way Access Guide(PROWAG).
9, Curb returns for any Type C-MAX Driveway maybe approved on P
rr
a case-by-case basis. DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS,AND ALLEYS
Driveway Example: TYPE Ct I B
R=Residential, C=CommercW / 1
Number of Lanes,
(MAX=4 Lane CommerdaD
B=Buffer(Planting Strip), Blank=No Buffer --
iw
PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD. PLAN — 104.2
DEPARTMENT NOTES AND DETAILS
MAY 2009
BID ITEM(INCLUDES SIDEWALK RAMPS) _
RAMP(VARIES) -- RAMP(VARIES)
6'MIN.-W MAX. V 1,4114�15 MAX.
10 LF OF PAVED
DRIVEWAY REQUIRED
318"EXPANSION JOINT(TYR)
(SEE STD.PLAN
CEMENT CONC.SIDEWALK
Y Y
L0 3a
0 3 0 3
w A
W w. w w
�
¢" ? ¢
m > m >
SEE NOTE 1 •� CEMENT CONCRETE
8
CURB 8GUTTER
318"EXPANSION JOINT(TYP.) (SEE NOTE 3)
(SEE STD.PLAN 102)
PLAN VIEW
RAMP(VARIES) VARIES RAMP(VARIES)
Ta'MiN.
6'MIN.-16 MAY. 20'MAX, _-6'MIN.—1S MAX. SEE NOTE 8(TYP).
L 6"MIN, �—"1 L-6"MIN. '
- 6'MIN.
CEMENT CONCRETE 318"EXPANSION JOINT(TYP.)
SIDEWALK SECTION OA _(SEE STD.PLAN 102)
12-R(TYP.)- SIDEWALK
DEPRESSED CURB 8 GUTTER
VARIES MAX, (SEE NOTE 3)
_. 2°6 12WTV MAX.
6"MIN.
DRIVEWAY �
SECTION I B 1
10 LF OF PAVED
DRIVEWAY REQUIRED
yriv •
CEMENT CONCRETE
CURB 8 GUTTER
(SEE NOTE 3)
CEMENT
CONCRETE 'z
SIDEWALK wI
REP) GU
B T
8 GUTTER
(SEE NOTE 3)
M _ TYPE R18-ISOMETRIC VIEW
=x (RESIDENTIAL,WITH BUFFER)
For NOTES see sheet 144.2
STD. PLAN - 104.3
+ � PUBLIC WORKS CEMENT CONCRETE DRIVEWAY _
� N�� DEPARTMENT ENTRANCE - TYPE R1 B mill 2009
wr
BID ITEM(INCLUDES SIDEWALK RAMPS)___
o RAMP(VARIES) VARIES:20'MIN.(SEE NOTE 7) RAMP(VARIES)
6'441N.-15'MAX. I - -6MIN.-15'MAX.
10 LF OF PAVED
ftl DRIVEWAY REQUIRED -�
----3l8"EXPANSION JOINT(TYP.)
(SEE STD.PLAN 102) - CEMENT
CONCRETE
to SIDEWALK
A
wr 7 E o
o
r
ow
w w w `n
LLAw
w
m >
to 7SEE NOTE 7 CEMENT CONCRETE
B CURB&GUTTER
(SEE NOTE 3)
3/8"CONTRACTION JOINT(TYP.) -/
(SEE STD.PLAN 102)
err PLAN VIEW
(TYPE C38 SHOWN,Cl B&C2B&C-MAX with buffer SIMILAR)
(SEE NOTE 9)
RAMP(VARIES) VARIES:20'MIN. i RAMP(VARIES) J
6'MIN. 15'MAX. (SEE NOTE 7) 6'MIN.-151-MAX. E SEE NOTE 8(TYP).
10"MIN. -10"MIN.
ow
CEMENT CONCRETE 10"MIN. 3/8"EXPANSION JOINT(TYP.)
SIDEWALK SECTION (SEE STD.PLAN 102)
( A j
1r
SEE OETAIL ON STO PLAN 104.2
112"R(TYP.) SIDEWALK AT
dw DRIVEWAY
VARIES 2%MAX. 12H:1` V MA)(
rrr
DRIVEWAY
318"EXPANSION JOINT(TYP.)
(SEE STD.PLAN 102)
SECTION
For NOTES see sheet 104.2
1r
CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.4
�n PUBLIC WORKS ENTRANCE - TYPES CIB, C2B
r �P DEPARTMENT C3B and C-MAX with BUFFER
�r : MAY 2009
4110
r
oma'
= to
10 LF OF PAVED
DRIVEWAY REQUIRED✓ " �1��
_SSE; ' NOLITHiC
Li�l�$'Gt�TTER
CEMENT .: e� $F QETAIL,SHEET 104.2)
CONCRETE• _? " F 'a"�' r
SIDEWALK
z x
CEMENT CONCRETE
y CURB&GUTTER TYPE C3—ISOMETRIC VIEW
may"
(SEE NOTE 3) (3$'WIDE COMMERCIAL)
-cam
oz��o CEMENT CONCRETE
CURB&GUTTER
(SEE NOTE 3)
10 LF OF PAVED ;'j• w i` r
DRIVEWAY REQUIRED s
CEMENT �I]EPRSE tiIONOLITHIC
CONCRETE _w �GURB&CZfJTTER
SIDEWALK SHEET SHEET 104.2)
. .�.
0- ..
TYPE C38"-ISOMETRIC VIEW
(3$ WIDE COMMERCIAL,WITH BUFFER)
1
CEMENT CONCRETE
CURB&GUTTER
SEE NOTE 3
10 LF OF PAVED to
DRIVEWAY REQUIREDOEM.
T�C-r, '
CEMENT •+u^'E ,.r''_.' _ I~;+ ``r
CONCRETE - DEPRESSED MONOLITHIC
SIDEWALK ' CURB&GUTTER
r. (SEE DETAIL,SHEET 104.2)
TYPE C-MAX-ISOMETRIC VIEW
t (50'WIDE COMMERCIAL)
(WITH OR WITHOUT BUFFER)
For NOTES see sheet 104.2
ilk
��Y O CEMENT CONCRETE STD. PLAN - 104.5
PUBLIC CORKS DRIVEWAY ENTRANCES
� Nza� DEPARTMENT _ VARIOUS ISOMETRIC VIEWS MAY 2009
�w
J
RAMP IS NORMAL TO CURB FACE TANGENT
AND OPPOSITE FAR RAMP(fYP.)
CEIAEN I CONC.SIDEWALK
RAMP TYPE 1(IYP.) A
f
No 1 w
I SIDEWALK r 5'.0.
SIDEWALK I M/N DETECTABLE
ow WARNING
318'EXPANSION PATTERN
JOINT(TYP.)(SEEyy'' (SEE DETAIL)
STD.PLAN 102) `�' -
I \, --FACE OF CURB
T'
low
! \ \ U
CURB, RB 10 AT FACE OF CURB
AND G CUGUTTER
--�--- CEMENT CONCRETE 2'-B•
j� PLAN VIEW SIDEWALK RAMP TYPE t r"GtyO
tw
-- LAYOUT PLAN VIEW
SEE NOTE 2
SIDEWALK RAMP TYPE 3
2'•Cr-DETECTABLE WARNING
("PATTERN(SEE DETAIL)
t $'-O'MiN. 8'RAa.MP .
LANDBJG RAMP
____..._...__ i TOP OF A RAMP
12%MAX, FLUSH 6— -ROADWAY g 1
CEMENT
CONCRETE DEPRESSED . -'. • M
SIDEWALK - CURB&GUTTER Al �' '`"�F'' B
SECTION A (SEE NOTE 5)
o - ::.
...• PLAN
G
SIDEWALK _ -�
MIN. j D
THIS PATTERN AREA SHALL
TOP OF ELEVATION SE YELLOW IN COLOR
ImAx— a // ROADWAY
= DETECTABLE WARNING PATTERN DETAIL
CEMENTCONCRETE
SIDEWALK"' CEMENTCONCRM-
CURB&GUTTER
SECTION O (SEE NOTE 5)
tifM
„13
0.M144, NOTES
1- The bottom of the ramp shall have a landing area(not in excess of 2%
_TOP OF in any direction)4'x 4'.
2%MAX. ROAOWAv
2. Layout requires two(2)of this bid item:"CEMENT CONC.SIDEWALK
CEMENT CONCRETE J { RAMP TYPE 1". The bid item does not include the adjacent curb(or
SIDEWALK CEMENT CONCRETE Curb&gutter),or sidewalk.
1CURB&GUTTER
SECTION O (SEE NOTE 5) 3. The maximum allowable ramp slope is 12HAV.Flatter ramp slopes are
permissible.Field verify the forms before pouring concrete.
4. Avoid placing drainage structures,junction boxes or other obstructions
In front of ramp access areas.
ill�t = g, Curb&gutter Is shown,see the contract plans for the curb design
specified. See standard plan 101 for curb details.
n S. See standard plan 102 for sidewalk Joint placement and details.
7, The engineer will design all ramps to Include elevations at all points
marked with symbol"X". All elevations are at the finished surface.
X.
g. Ramps not constructed as dimensioned will not be accepted by the
mr "` owner.
ISOMETRIC VIEW
I"
PUBLIC WORKS PAIRED SIDEWALK RAMP PLAN 10
No * DEPARTMENT TYPE 1 MAY 2009
0
trlr
to
RADIUS POINT OF SIOEWALK RAMP AND CURB
RETURN(TYP.)-SEE CONTRACT FOR RADIUS.
A
\ IIA
\'\ SIDEWALK S•-Q„
\ J JIX DETECTABLE
WARNING
318"EXPANSION _ PATTERN
SIDEWALK_... \ ''o i i- JOINT(TYP,)(SEE— ^\ (SEE DETAIL)
STD.PLAN 102}
FACE OF CURB
CURB,OR CURS AT FACE OF CURB
'� '
AND GUTTER 1•-
caossweuc-
I CEMENT CONCRETE V
PLAN VIEW SIDEWALK RAMP TYPE 1
AND RELATIONSHIP TO CROSSWALK
PLAN VIEW AND LAYOUT
SINGLE SIDEWALK RAMP TYPE 1
2'-0"-DETECTABLE WARNING
5'-0"MIN._ _ 3'-0"MIN, PATTERN(SEE DETAIL)- _ _I
LANDING RAMP 1 -
2%MAX. o FLUSH ""TOP OF
ROADWAY
CEMENT
CONCRETE- DEPRESSED
SIDEWALK CURB R GUTTER
SECTION O (SEE NOTE 5)
A � RAMP �
FFFFFF �',a'
SIDEWALK N
-_
5'.6"MIN. Alfy ams ` s µc4B MIN. MAX.
TJ — A 1 518" 2 3B"
TOP OF > h L
2"6 MAX. !61 ( ! ROADWAY5reri* <K, B 518" 1 1(2
PLAN C 7116" 3J4"
C
CEMENT CONCRETE
SIDEWALK -CEMENT CONCRETE - r^ D 718" 1 7116'
CURB R GUTTER
SECTION O (SEE NOTE 5) I 1 p
-j �--- THIS PATTERN AREA SHALL '
ELEVATION BE YELLOW IN COLOR
DETECTABLE WARNING PATTERN DETAIL
do
v � J
<t 3
ISOMETRIC VIEW For NOTES see sheet 105
Y
'4 + PUBLIC WORKS SINGLE SIDEWALK RAMP STD• PLAN - 105.1
DEPARTMENT TYPE 1 r>wii
MAX 2009
�r
318'EXPANSION JOINT MP.)
(SEE NOTE 6)
� C
RAMP IS NORMAL TO CURB FACE TANGENT,
AND OPPOSITE FAR RAMP(TYP)
b
7�P
OB TYP.
RADIUS POINT OF CURB RETURN
BG-
DETECTABLE WARNING
RAMP CENTERLINE �—PATTERN(IYP.)
� —._"''-_`--'"-_ (..;'-`l-1 ( {SEE DETAiII
b 1 'PT
! x
! OPTIONAL CEMENT CONCRETE 1
PEDESTRIAN CURB(TYP)---�
1 (SEE STO.PLAN 101)
--SIDEWALK RAMP WING(TYP)
1
1 �w
SIDEWALKRAMP -
WING(TYP) r-'-RAMP CENTERLINE R-O a
R-
f- _ �- ��:w,:�t,=x_�-•'"`• ISOMETRIC VIEW
ba
N� ,
_ _ VARIES:7 b 2'
'-0' E -6' 2'-6' 1 7.
PC 0'
l f� RAMP RAMP
are"EXPANSION JOINT(TYP.) I �(TYP)
(SEE NOTE 6) (—
!--DETECTABLE WARNING 7.' XPANSI
! CROSSWALK (ATTERN(TVP.) (SEE WO,PLAN 102) `-LANDING
SEE OETAIL
PLAN VIEW SECTION O
SIDEWALK RAMP TYPE 2
LAYOUT
6' SIDEWALK _DETECTABLE WARNING
5'-G'MIN, J PATTERN(SEE DETAIL.)
SIDEWALK 2'-(r / TOP OF
--�51-6'MIN.' e FLUSH -ROADWAY
ow TOP OF
m�
2°t.MAx_ el ROADWAY OPTIONAL CEMENT \ ,DEPRESSED
�> f
CONCRETE PEDESTRIAN- -CURB&GU7TER
CURB(SEE STD.PIAN 101) -SIa�YVALKCONC-
(SEE 1.07E 5)
CEMENT CONC.
SIDEWALK CEMENT CONCRETE
CURB&GUTTER
SECTION O (SEE NOTE 5) SECTION Og
NOTES
i 1. The bottom of the ramp shalt have a landing area(not in excess of 2%in any direction),4'-4'.
2, The paired type 2 ramp layout requires two(2)of this bid Item:"cement cone.sidewalk ramp type 2'. The bid item does not include the adjacent curb for curb&gutter),the
sidewalk between ramps,or the cement cont,pedestrian curb.
3. The maximum allowable ramp slope is 12HAV. Flatter ramp slopes are permissible. Field verify the forms before pouring concrete.
+M 4. Avoid placing drainage structures,junction boxes or other obstructions in front Of ramp access areas.
5. Curb&gutter is shown,seethe contract plans for the curb design specified. See standard plan 101 for curb details.
6. See standard plan 102 for sidewalk joint placement and details.
AW 7. The engineer will design all ramps to include elevations at all points marked with symbol"X'.All elevations are at the ramp finished surface.
8. Ramps not constructed as dimensioned will not be accepted by the owner.
9. When the distance from PC to PT is 18'-0"or fess(when measured along the back of sidewalk)the height of the curb and sidewalk in this area shall be reduced proportionally.
The,4'-0"minimum dimension shall never be reduced(See note 3).
W�
Al�n
ySTD. PLAN - 106
o+ PUBLIC WORKS PAIRED SIDEWALK RAMP
WIDEPARTMENT TYPE 2
+� 10 MAY 2009
RADIUS POINT OF SIDEWALK RAMP
f AND CURB RETURN
- ---__.. --.__-_-_ -- - --__.. --
t ,\
i \
f RAMP CENTERLINE \ C
2•_8 _ o ---- 318"EXPANSION JOINT(TYP.) �
^. (SEE NOTE 6)
DETECTABLE WARNING B
PATTERN(TAIL) �o•
(SEE DETAIL)
OPTIONAL CEMENT
CONCRETE PEDESTRIAN
CURB(SEE STD.PIAN 101) A
-- = � ICU
\ Q A RAMP
CROSSWALK /C
/ B MIN. MAX.
Al!! s - A 1 518" 2 318"
�-FACE OF CURB 12,
i/2"
PLAN C 7116" 314"
PLAN VIEW 6 --{ C O 718" 1 7116"
SINGLE SIDEWALK RAMP TYPE 2 f�T
LAYOUT AND RELATIONSHIP TO CROSSWALK D
THIS PATTERN AREA SHALL
ELEVATION BE YELLOW IN COLOR
VARIES: 7-6"toF DETECTABLE WARNING PATTERN DETAIL
VARIES: T-0"1oE VARIES: T-0"toE_�
! RAMP RAMP
RADIUS
A7 FACE E F
OF CURB
t... t
20 FEET 10'-4 314" Zr-8 112"
7316"EXPANSION JOINT(TYP.) LANDING
(SEE STD.PLAN 102) 30 FEET 8'-11 112" 3'-2 114"
SECTION O 40 FEET 8'-4 112' 2'-11 314"
50 FEET 81-03/4, 2'-10 114"
=x:
60 FEET T-10114" 2'-9314"
70FEET 7-83W 2'-9"
x 80FEET 7'-7112" 2•-8314"
90 FEET 7'-6la' 2'.8114"
100 FEET T-6" 2'-6'
- DIMENSIONS AT
FACE OF CURS
INTERMEDIATE RADII SHALL 13E INTERPOLATED
; ^ For NOTES see sheet 106
ISOMETRIC VIEW
ti`�Y a
�® PUBLIC WORKS SINGLE SIDEWALK RAMP STD. PIAN - 106.1
DEPARTMENT TYPE 2 rw
MAY 2009
wr
A
Sidewalk-
im DETECTABLE
PATTERN(TYP.)WARNING
3'-G'MIN. (SEE DETAIL)
RAMP(TyP)
IF
RADDIUSCURB POIN
RETURNT OF SIDE WALK RAMP wII o {,-,I_.._ .I
AN
Ep!!
(SEE STD.PLAN 102)
———
- -- -- - -- - -I
—— -- — —
3/8"EXPANSION JOINT—
\X—RAMP IS NORMAL TO CURB FACE
PT TANGENT,AND OPPOSITE FAR RAMP
2'-0"
TY
P..
go I 2O CURB,OR CURB
AND GUTTER
(OPTIOPEDESTRIAN
AEDCEMENT CONCRETE
PL)ESTRIAN CURB P)
T-O"MIN.
RAMP(TYP)
PLAN VIEW
PAIRED SIDEWALK RAMP TYPE 3A
LAYOUT
fAw
CEMENT CONCRETE SIDEWALK 3'-D'MIN.
L PC 5'-D" BUFFER
STRIP
TOP OF
2%MAX- v 2%MAX. ROADWAY
CROSSWALK
/—RAMP IS NORMAL TO CURB FACE
TANGENT,AND OPPOSITE FAR RAMP CEMENT CEMENT CONCRETE
CONCRETE CURB&GUTTER
SIDEWALK SECTION O
(SEE NOTE 5)
3' O'MIN- 5'-G"MIN. 31-(r MIN'.
RAMP w LANDING RAMP
ir
11w318EXPANSION JOINT((YP.)
(SEE STD.PLAN 102)
ISOMETRIC VIEW SECTION
ow
For NOTES see sheet 1071
PUBLIC WORKS PAIRED SIDEWALK RAMP STD. PIAN — 107
iw DEPARTMENT TYPE 3A MAY 2009
ow
+
31W EXPANSION JOINT
(SEE STD.PLAN 102) DETECTABLE WARNING -•:e"
S PATTERN(TYP.)
(OPTIONAL) 61gW (SEE DETAIL) F
CEMENT CONCRETE--,, •p.
pEOESTRtAN CURB
C
—CURB,OR CURB
3'-0"MIN.
RAMP(TYP)� AND GUTTER
LANDING 3' 0'MiN
2•o, d 3 ( - � -
WARNINGS-0' RAMP PATTERN(SEE DETAIL)
2% ' FLUSH / _TOP% W MAX. a / ROADWAY
b �
B DEPRESSED
6 (OPTIONAL)CEMENT -•CURB&GUTTER
C?- CONCRETE PEDESTRIAN (SEE NOTE S) (�
CURB(SEE STD.PLAN 101)
q ( , S$WALk J
T—
SECTION O
PLAN VIEW
SINGLE SIDEWALK RAMP TYPE 3A
LAYOUT
A
{� `RAMP
t h•�^(I z.
oxo, Lam.°a. xa
c.. A] r „�—6 MIN. MAX. 4W
A 1516' 2 318'
PLAN C 7/16* 314•
.,i C 0 718, 17118'
_ ....I i..__.. THIS PATTERN AREA SHALL
ELEVATION BE YELLOW IN COLOR
ISOMETRIC VIEW DETECTABLE WARNING PATTERN DETAIL 111111111
NOTES
1. The bottom of the ramp shall have a landing area (not in excess of 2%in any direction) 4'x 4'.
2. The paired type 3A ramp layout requires two(2) of this bid item;
`CEMENT CONC.SIDEWALK RAMP TYPE 3A". The bid Item does not include the adjacent curb (or curb&gutter} ,the sidewalk between ramps,or the cement
co=pedestrian curb.
3. The maximum allowable ramp slope is 12H:1 V.Flatter ramp slopes are permissible.Field verify the forms before pouting concrete.
4. Avoid placing drainage structures,junction boxes or other obstructions in front of ramp access areas.
8, Curb&gutter is shown,see the contract plans for the curb design specified. See standard plan 101 for curb details.
6. See std.plan 102 for sidewalk joint placement and details.
7. The engineer will design all ramps to include elevations at all points marked with symbol"X'. All elevations are at the ramp finished surface.
8. Ramps not constructed as dimensioned will not be accepted by the owner.
9. When the distance from PC to PT is 10'-0"or less (when measured along the back of sidewalk) the height of the curb and sidewalk shall be reduced
proportionally.The 4'-0"minimum dimension shall never be reduced (see note 3)
A®� PUBLIC WORKS SINGLE SIDEWALK RAMP STD. PLAN - 107.1
DEPARTMENT TYPE 3A ttCi
��NT� MAX 2009
r
CENTER LINES
e ® • o • • o • e • • 0 • • o o • • o o---L4"
• 3 • • • • • • • o •�• • • • • • o }
"" 30' 4" YELLOW TYPE
LINE MARKERS
DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REEL.)
• e • • i • i 0
4 YELLOW TYPE I
LINE MARKERS
`w SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE '!Id'
LINE MARKERS (REEL.)
am
TWO—WAY LEFT TURN LANE
to - i • • 0 i i • i i • r O • • • i • ! i
do 9' �- 15' � 3
12, 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.)
m 4" YELLOW TYPE 'I' LINE MARKERS
® • • • s • • • 0 • • •
i • • • i • i • • • • 0 • ! O
im
NUMBER OF 2— WAY LEFT TURN ARROWS
SPEED LIMIT 25 MPH ----- 200' O.C.
SPEED LIMIT 30-35 MPH - 250' 0.C.
o SPEED LIMIT 40-45 MPH -- 300' O.C_
m
n ; PUBLIC WORKS CHANNELIZATION STD. PLAN — 109
DEPARTMENT MARKERS DETAIL
MAY 2009
+r
APPROACH LINE
13'
�-
24' 4" WHITE TYPE
I' LINE MARKERS
4" WHITE TYPE
lie' LINE MARKERS (REFL.)
NUMBER AND LOCATIONS OF ARROWS
APPROACH ONE LENGTH ARROW LOCATIONS OR
Nw
20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE)
125'-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) ARROWS
OVER 300' AT 100' INTERNALS
as
SKIP APPROACH LINE
.o
i t i t 3 S
t
— 11' 3' 4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile' mi
LINE MARKERS (REEL.)
LANE LINE
4"
t
�-
9,
15 I 3 '- 4" WHITE TYPE 'I'
LINE MARKERS \
4" WHITE TYPE 'He'
LINE MARKERS (REFL.)
ti�Y a
�'+_►®`�' PUBLIC WORKS CHANNELIZATION STD. PLAN — 109.1
DEPAR'T'MENT MARKERS DETAIL
MAY 2009
sr
MIN
1 1 -VARIES
MINI MIN MIN MIN
r
rr
� I
I
srr �
2" HMA OR ACP CLASS 'B'—/ FACE OF CURB OR
EDGE OF PAVEMENT
/ I
TRAFFIC FLOW
�Ir
/ CENTER LINE OR
2" TO 6" HMA OR ACP CLASS 'B' I I LANE LINE
trr
I
cwt
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
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VARIES: 6.5' MIN.
7 1 - VARIES 1 1' "DEPTH OF EXISTING PAVEMENT
MIN ( M1N MIN MIN
�w I
HMA OR ACP CLASS 'B' (SEE NOTE 2)
/ZHMA�_�
R ACP
CLASS �- 6" CRUSHED SURFACING TOP COURSE,
2" SAWCUT AND REMOVE COMPACT TO 95% MODIFIED PROCTOR.
OR GRIND, SEAL WITH
AR-4000W.
Illfl
CRUSHED SURFACING TOP COURSE, OR
NATIVE MATERIAL IF APPROVED IN WRITING
BY THE ENGINEER, COMPACT TO 95%
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED MODIFIED PROCTOR.
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF - PIPE ZONE BEDDING. MATERIAL AND COMPACTION
NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT AS REQUIRED BY THE WSDOT STANDARD
STANDARD SPECIFICATION 7-0$.3(1)9 — -- ----- ---- SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT
sn► INSTALLED.
FOR NOTES, SEE STANDARD PLAN 110.1
i1>Ilr
�'�► PUBLIC WORKS TYPICAL TRANSVERSE PATCH STD. PLAN - 110
DEPARTMENT FOR FLEXIBLE PAVEMENT
MAY 2009
Irr
LANE LINE
MARKING
3' MIN. 3' MIN.
(SEE STD PLAN 110.2) VARIES: 4.5' MIN. (SEE STD PLAN 110.2)
I
-DEPTH OF EXISTING PAVEMENT
�_ Illi
r - HMA OR ACP
CL. 'B' (SEE NOTE 2)
/ MIN. MIN.
6" CRUSHED SURFACING TOP
L 2" HMA OR COURSE, COMPACT TO 95%
/ ACP CLASS 'B' MODIFIED PROCTOR
2" SAWCUT AND REMOVE EDGE OF PAVEMENT, EDGE --
OR GRIND, SEAL WITH OF CURB & GUTTER, OR
AR-400OW CENTER OF LANE MARKING
F
F
CRUSHED SURFACING TOP COURSE, OR
NATIVE MATERIAL IF APPROVED IN WRITING
WIDTH OF TRENCH AS REQUIRED BY SIZE OF BY THE ENGINEER, COMPACT TO 95%
PROPOSED IMPROVEMENT (SEE WSDOT MODIFIED PROCTOR
STANDARD SPECIFICATION 2-09.4) PLUS AN
ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL AND
NEEDED, SHALL MEET THE REQUIREMENTS OF COMPACTION AS REQUIRED BY THE
WSDOT STANDARD SPECIFICATION 7-08.3(1)B -� WSDOT STANDARD SPECIFICATIONS FOR
will
THE TYPE OF IMPROVEMENT INSTALLED
W
NOTES:
1. UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED
METHOD FOR DETERMINING PAVEMENT THICKNESS.
2. MINIMUM THICKNESS AND MATERIAL SHALL BE:
PRINCIPAL/MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - 6" HMA OR ACP CLASS 'B',-
RESIDENTIAL
B';RESIDENTIAL ACCESS STREETS - 2" NMA OR ACP CLASS 'B'; ►
IN NO CASE SHALL THE THICKNESS BE LESS THAN THAT OF THE EXISTING PAVEMENT SECTION.
3. AT THE DISCRETION OF THE ENGINEER, A FULL STREET WIDTH OVERLAY MAY BE REQUIRED.
PUBLIC WORKS TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1
DEPARTMENT AND OVERLAY FOR FLEXIBLE PAVEMENT rr
FN�o MAY 2009
rr
LANE I LANE i LANE
I I
I --
I
2 MIN.
I , r
aw
rx ! " a
w w
a
I
iwe 3 Aov. ! �. 3 MrN
{
-'INITIAL 2" DEEP SAWCUT OR GRIND, AND
Ir ' LIMIT OF FINAL OVERLAY (SEE NOTE 3)
EDGE OF EXISTING PAVEMENT
.}• `--EDGE OF TRAVELED LANE (EDGE STRIPE)
'-3. M/ I ---" VARIES: 4.5 MIN. (SEE STD PLAN 110.1)
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
{ SECONDARY FULL DEPTH SAWCUT FOR
--- - PROPOSED TRENCH
I !
r
LANE i LANE I LANE
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1
.�Y .
PUBLIC WORKS REQUIRED SAWCUT, GRIND AND STD. PLAN — 110.2
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES
FN p MAY 2009
+r
HMA OR ACP CLASS 'B' OVERLAY
2" MIN.
SAW CUT SHALL BE VERTICAL SAW CUT SHALL BE VERTICAL
AND IN STRAIGHT LINES AS PORTLAND CEMENT AND IN STRAIGHT LINES AS
DIRECTED BY THE ENGINEER CONCRETE DIRECTED BY THE ENGINEER
PORTLAND CEMENT
REMOVE LOOSENED TRIM CONCRETE
EXISTING CONCRETE
ASPHALT VERTICALLY PAVEMENT
3/4" DIAM. X 12" LONG
EPDXY COATED DOWEL BARS
@ 18" ON CENTER ON 3/4" DIAM. X 12" LONG
ALL SIDES OF OPENING I� I I EPDXY COATED DOWEL BARS
@ 18" ON CENTER ON
MIN. 6' MIN_ ALL SIDES OF OPENING
` 12"
EXISTING COMPACTED BASE F12�
SIDE OF TRENCH MIN SIDE OF TRENCH
COMPACTED CRUSHED SURFACING
TOP COURSE.
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGENEER
WITH ASPHALT CONCRETE OVERLAY WITHOUT ASPHALT CONCP,ETE_ OVERLAY
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST: �W►
Less than ten (10) yrs old Ten (10) yrs or older Additional
Requirements
Local Access
without Bus Route No No
Local Access with
Yes Yes
Bus Route
Intersection (Al Yes Yes Plus one panel beyond
Streets) the curb return
40% Removal Yes Yes
Excellent Condition
(based on visual and/or Yes Yes
non—destructive testing)
Principal, Minor, Yes, If twenty—four (24) Yes, If twenty—four (24)
Collector Arterial and square feet or more of square feet or more of
oil streets in CBD any panel needs to be any panel needs to be
and all bus route patched patched
PUBLIC WORKS TYPICAL PATCH FOR RIGID STD. PLAN - 121
DEPARTMENT PAVEMENT PATCHING AND
RESTORATION DETAIL MAY 2009
r�
GENERAL NOTES:
1. Mailbox CBU foundation width shown is for one CBU. See the instructions supplied with the CSU unit for multiple CBUs.
2. See std.plan 102 for sidewalk details.
3. Curb and gutter shown,other curb designs may be specified. See standard plan 101 for curb details.
4. Avoid placing drainage structures,junction boxes or other obstructions in front of mailbox locations.
5. Walkway widening and mailbox foundation not constructed as dimensioned will not be accepted by the owner.
BID ITEM _ --_
4'-4" I -�7'-2112"MINIMUM _4'-4"
(SEE NOTE 1) 318"EXPANSION JOINT
318"EXPANSION JOINT(TYP.) (SEE NOTE 1)
(SEE STD.PLAN 102) CEMENT CONCRETE MAILBOX FOUNDATION.
nir CEMENT CONCRETEr DEPTH AND REINFORCING BAR SHALL BE AS
SIDEWALK
( f^BROOM FINISH PERREQUIRED BY UC17Y OF RENTON STD
PLAN 102.
< n Q n
w r-----1 w
CEMENT CONCRETE f q T 3/8"EXPANSION JOINT(TYP.)
CURB&GUTTER1 -0"(tYp)_ (SEE STD.PLAN 102)
(SEE NOTE 3) \
1 _0^(typ)_ 5"X 4"POST OF THE SAME MATERIAL AND FINISH AS
THE CBU. (4)112"X 13"ANCHOR BOLTS SHALL BE CAST
_DOOR SIDE OF INTO SLAB PLUMB IN A 4"X 10^CONFIGURATION
TYPE IV CBU CENTERED ON THE CBU CENTERLINE IN THE DIRECTION
SHOWN. (POSTS AND ROOF TO BE PROVIDED BY OTHERS)
PLAN VIEW
-CURB(NOT INCLUDED IN BID ITEM)
WALKWAY BYPASS AT
MAIL CLUSTER BOX UNIT(CBU)
6-0
i TYPE IV CLUSTER BOX UNIT
I (Salsbury Model 113313)
� 1
t t
rlK t t
z � �
FLUSH
112^R(TYP.) - t _
`O i i1/2^ CURB&GUTTER
2%MAX j (SEE NOTE 3)
+
318"EXPANSION JOINT(TYP.) f
(SEE STD.PLAN 102)
fir
� CEMENT CONCRETE MAILBOX FOUNDATION.
DEPTH AS REQUIRED BY MANUFACTURER.
SECTION OA
PUBLIC WORKS MAILBOX UNIT AND STD. PLAN - 1i2
DEPARTMENT SIDEWALK WIDENING Y 20
MAY 09
.r
NOTES RISER RING DIMENSIONS APPROXIMATE
>
7. Dimensions may vary according to manufacturer. t512Ej inWEIGHTS
t ' z 3"
2. Base to be placed on a well compacted foundation. CASE 50 LBS
1 Monument case to be installed by contractor. COVER 19 LBS
4, See WSDOT Standard Plan A-10.20 for Monument(brass disc)type to place in TOTAL 79 LBS
2"O.D.galvanized pipe.
4 5/8- R.
I i
1 8" DIAM. .o
D I,3/ �
i1,11A
-
CONCRETE(AS1 � 1*0�
.D _ 11" DIAM. N
-31 4" R,7/8R3 3� R.
'SECTION
COVER
St 4" R,
•n 4 3/4' R. 1,L21
t I
y f C
1 3/4"
PLAN VIEW I �-
in
ACP Class 8, or as approved by =�
the Engineer. ( V —~
4" R. n3
r 5 314"R. -
n 111 ` t
SECTION
4 _ CASE
CONCRETE BA S£- i,��V, ,, ', ''�..� I 10 1 2" DIAM.
SAND -
_9 _DIAM. ISOMETRIC
UNDISTURBED SOIL /, -�
r - I
GROUT
2'O.D.GALVANIZED
STEEL PIPE-NOTE 0 A A
SECTION
INSTALLATION
8" DIAM.x!-� I
9" DIAM.
SECTION SECTION OF LETTER
RISER RING
4tY STD. PIAN - 113
PUBLIC WORSTS MONUMENT CASE
-° DEPARTMENT AND COVER
MAY 2009
to
3' I6,. SCORE
f_dNE (TY...
_.
wa
wo TYPE A
ow
SCORE
LINE (TYP)..
Is B7'-o" -- B
L_
3'-6' �J
A---�
TYPE B
NOTE:
CONCRETE SHALL BE 3000 PSI MIN. 0
28 DAYS, STEEL TROWEL SURFACE WITH
rr BROOM FINISH (SEE STD PLAN 102)
#4 BARS @ 18"OX.
EACH ',NAY,
CENTERED IN SLAB SLOPE OF SURFACE TO MATCH
rrr THAT OF ADJACENT SIDEWALK
FLUSH WITH ADJACENT SLOPE OF SURFACE TO MATCH
THAT OF ADJACENT SIDEWALK
C SURFACE ON ALL SIDES
fj11
Zi
6.. (TYP) T I
;.
SECTION A—A
SECTION B—B
a.
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��+i► �+ PUBLIC WORKS BUS SHELTER STD. PLAN — 114
DEPARTMENT FOOTING
aw � � MAY 2009
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Y
ff
m PIPE ALLOWANCES
3
o MAXIMUM
PIPE MATERIAL INSIDE
FRAME AND VANED GRATE DIAMETER
REINFORCED OR
PLAIN CONCRETE 12"
ALL METAL PIPE 15"
CPSSP*
(STD.SPEC.9-05.20) 2"
S• SOLID WALL PVC
6 (STD.SPEC.'5-05.12(1)} 15"
fPROFILE WALL PVC 1S.
6'OR 12" (STD.SPEC.9-05.12(2))
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
ONE 03 BAR HOOP FOR 6"HEIGHT
TWO#3 BAR HOOPS FOR 12*HEIGHT
RECTANGULAR ADJUSTMENT SECTION
ftl
0��61 rsc��0 Fsj NOTES
�Pl \ 1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION,fibers(placed according to the Standard Specifications),or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
#3 BAR EACH CORNER
z 2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5"
N minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed,fill the gap with joint mortar in accordance
#3 BAR EACH SIDE with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
v
93 BAR EACH WAY--- 4. The frame and grate must be installed with the flange down.
PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor,and the walls may
be sloped at a rate of 1.24 or steeper.
6. The opening shall be measured at the top of the precast base section. Ila
7. At)pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3. lot
#3 BAR EACH CORNER
18"MIN.
t
03 BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS CATCH BASIN TYPE 9 STD. PLAN - 200.00
DEPARI'MENT
MARCH 2008
PIPE ALLOWANCES
3
N
X
MAXIMUM
PIPE MATERIAL INSIDE
i
PLAIN CONCRETE DIAMETER
m
REINFORCED OR 18•
n
FRAME AND VANED GRATE ALL METAL PIPE 21"
CPSSP* 18'
(STD.SPEC."5.20)
,jp; "'4• SOLID WALL PVC 27_
2A 20, (STD.SPEC.9-05.12(l))
PROFILE WALL PVC 21'
(STD.SPEC.9-05.12(2))
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
S.
OR 12" NOTES
rrr
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION,fibers(placed according to the Standard Specifications),or
ONE 03 BAR HOOP FOR 6"HEIGHT wire mesh having a minimum area of 0.12 square inches per foot shall
TWO#3 BAR HOOPS FOR 12"HEIGHT be used with the minimum required rebar shown in the ALTERNATIVE
till PRECAST BASE SECTION. Wire mesh shall not be placed in the
RECTANGULAR ADJUSTMENT SECTION knockouts.
2. The knockout diameter shall not be greater than 26". Knockouts shall
have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
as 3s, After the pipe is installed,fill the gap with joint mortar in accordance
2A 20' with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
A�rr
shall be 5'.
4. The frame and grate must be installed with the flange down.
6"
5. The Precast Base Section may have a rounded floor,and the walls may
be sloped at a rate of 1:24 or steeper.
ill
TWO 03 BAR 6. The opening shall be measured at the top of the precast base section.
HOOPS
REDUCING SECTION 7. All pickup holes shall be grouted full after the basin has been placed.
ur 8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
#3 BAR HOOP
#3 BAR EACH CORNER
18'MtN.
F
Am
#3 BAR <
EACH CORNER
#3 BAR
dw EACH SIDE iv
1� #3 BAR
EACH WAY SEE NOTE 1
PRECAST BASE SECTION ALTERNATIVE PRECAST SASE SECTION
we
4�Y �
PUBLIC WORKS CATCH BASIN TYPE 9L STD. Pix - 200.10
so ,Q=° � DEPARTMENT
FN�O MARCH 2008
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rrli
N
Y
Q
m NOTES
z
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
FRAME AND VANED GRATE SECTION,fibers(placed according to the Standard Specifications),or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
,?o, knockouts.
Za 2p.
2, The knockout diameter shall not be greaser than 18". Knockouts shall
have a wall thickness of 2"minimum to 2.5"maximum, Provide a 1.5"
6 s, minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed,fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
6"OR 12", 3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
ONE#3 BAR HOOP FOR 6'HEIGHT 4. The frame and grate must be installed with the flange down.
TWO#3 BAR HOOPS FOR 12'HEIGHT
5. The Precast Base Section may have a rounded floor,and the walls may
RECTANGULAR ADJUSTMENT SECTION be sloped at a rate of 1:24 or steeper.
6. The opening shalt be measured at the top of the precast base section.
0 46;r, J 7. All pickup holes shall be grouted full after the basin has been placed.
8, All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
a
#3 BAR EACH CORNER
to
43 BAR HOOP 260,t�01
O
o•
t3ac� Mil,
93 BAR EACH SIDE
#3 BAR EACH WAY �v
PRECAST BASE SECTION #3 BAR EACH CORNER
18"MIN.
#3 BAR HOOP z
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS CATCH BASIN TYPE '1 P STD. PLAN - 200.20
DEPARTMENT (FOR PARKING LOT)
�N.�o MARCH 2008
ara
■r g
m
z
i
0
FRAME AND VANED GRATE
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
a 2p. REINFORCEO OR
1 PLAIN CONCRETE 12'
ill 5
S' ALL METAL PIPE 15"
CPSSP* 12`
(STD.SPEC.9-05.20)
6^OR 12'
SOLID WALL PVC 15'
(STD.SPEC.9-05.12(1))
PROFILE WALL PVC 15"
ONE 43 BAR HOOP FOR 6"HEIGHT (STD.SPEC.9-05.12(2))
TWO#3 BAR HOOPS FOR 12^HEIGHT CORRUGATED POLYETHYLENE
STORM SEWER PIPE
RECTANGULAR ADJUSTMENT SECTION
/sFF4b J
s
s;
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NOTES
#3 BAR EACH CORNER ' N 1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION,fibers(placed according to the Standard Specifications),or
#3 BAR EACH SIDE wire mesh having a minimum area of 0.12 square Inches per foot shalt
TOP AND BOTTOM be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
ONE#3BAR knockouts.
ACROSS BOTTOM
2. The knockout diameter shall not be greater than 18". Knockouts shall
as PRECAST BASE SECTION have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1,5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe Is Installed,fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
as shall be 5'.
4. The frame and grate may be installed with the flange up or down. The
frame may be cast into the adjustment section.
rtir 5. The Precast Base Section may have a rounded floor,and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
#3 BAR EACH CORNER 7. All pickup holes shall be grouted full after the Inlet has been placed.
Jfi 18'MIN.
#3 BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
{ + PUBLIC WORKS CONCRETE INLET STD. PLAN - 200.30
.1111 �� DEPARTMENT
FN�a MARCH 2008
to
3
i CATCH BASIN FRAME AND VANED GRATE(DETAIL 204.00)
r
m
HANDHOLD
° m RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
w
tO GROUT,TYPICAL(SEE NOTE 5)
U
Z FLAT SLAB TOP
z
U
z
48',W.W.72,ab•OR W
MORTAR(TYP.)
`o
N
STEPR
LADDEOER
0
MORTAR FILLET• � � � � REINFORCING STEEL(TYP.)
92' GRAVEL BACKFILL FOR
i PIPE ZONE BEDDING
WWI
SEPARATE BASE INTEGRAL BASE '
CAST-IN-PLACE PRECAST WITH RISER
'O'RING
f2'
GRA1F_L BACKFILL FOR
b� PIPE ZONE BEODfNG
SEPARATE BASE CATCH BASIN DIMENSIONS
PRECAST MINIMUM BASE REINFORCING S T EEL
CATCH WALL BASE MAXIMUM DISTANCE
m
BASIN THICKNESS THICKNESS KNOCKOUT BETWEEN lit.IN EACH DIRECTION
DIAMETER SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE
48' 4• 61 36• 8" 0.23 0.15
y1. 4.5• 8" 42^ 8" 0.19 0.19
60' 5• 8" 48" 8" 025 0.25
72' 6" 8" 60" 12` 0.35 0.24
B4^ 8• 12" 72" 12" 0.39 0.29
38• 8" 12" 84" 12' 0.39 0.29
NOTES PIPE ALLOWANCES
IAL WITH MAXIMUM INSIDE DIAMETER
I. No steps are required when height is 4'or less. ca:cH PIPE MATER_
2 BASIN ALL SOLID PROFILE
The bottom of the precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETE METAL CPSS p WALL WALL
WAC 2Q PVC
3. 30
The rectangular frame and grate must be installed with the flange down. 48" 24' 30' 24" 2r 30'
4, The frame may be cast into the adjustment section. 54" 30" 36• 30" 27' 36"
Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide 60• 36 42" 36 36" 42"
a 1.5"minimum gap between the knockout wall and the outside of the pipe. After 72' 42' 54" 42" 36' 48'
5. the pipe is installed,fill the gap with joint mortar in accordance with Standard . 5a 60' S4' 36" as
Specification 9-04.3.
96" 60" 72" 60" 36" 48"
All grade rings,risers,and castings shalt be set in mortar in accordance with (p,Corrugated Polyethylene Storm Sewer Pipe(Std.Spec.9-05.20)
Standard Specification 9-04.3. (Std.Spec
Q(Sid.Spec.M5.12(2))
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PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN — 201.00
DEPARTMENT
�tN�p MARCH 2008
N
Y
K
}
7
O
FRAME AND VANED GRATE
�u
SEE NOTE 4
Y CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION. ADJUSTMENT SECTION
I
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F
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OF THE PAVEMENT,GUTTER,DITCH,OR
rrr SIDEWALK IN WHICH IT IS TO BE PLACED HA8 BEEN
ESTABLISHED,AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY THE ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7-05.3.
rr 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE.
THE USE OF SHIMS IS PROHIBITED,
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR Y2
BOND.
irtr
�Y
+ PUBLIC WORKS CATCH BASIN INSTALLATIONSTD. PLAN - 202.00
DEPARTMENT
�'NTQ MARCH 2008
5 1/2
�5 1-R
ry LEVEL
HOOD 1
jj 1'MiN
m 112'MIN. Y S
OPENING HEIGHT
4-M1W
a
70P OF GRATE di
SEE,NOTE 9
FRAME
DETAIL SECTION O
CATCH BASIN
=r
29'MIN. =3'
1'MM. 20 114' (=0.25')
TYP GRATE
o
a SEE NOTE 4 34`(WIDE SIDE)
Iv �(TYP.}
CATCH BASIN TYPE 1
SEE NOTE 2
(TYP.) { z
4 _ =40(WIDE SIDE)
CATCH BASIN TYPE 1L
SEE NOTE 1
TOP VIEW SECTION OA
FRAME DETAIL
NOTES
1. The asymmetry of the Combination Inlet shall be considered when
calculating the offset distance for the catch basin. See SECTION A. JIM
2. The dimensions of the Frame and!-food may vary slightly among dif-
ferent manufacturers. The Frame may have cast features intended
CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the
Frame. The methods for fastening the Safety Bar/Debris Guard Rod
MATCH TOP OF HOOD /
TO TOP OF CURB(TYP.) to the Hood may vary. The Hood may include Casting lugs. The top
/ of the Hood may be cast with a pattern.
HOOD 3. Attach the Hood to the frame with two 3/4"x 2"hex head bolts,nuts,
LL and oversize washers. The washers shall have diameters adequate
SOA ETTTY BAR DEBRIS GUARD to assure full bearing across the slots.
20'x 24'VANED GRATE 4. When bolt-down grates are specified in the contract,provide two
FRAME holes in the frame that are vertically aligned with the grate slots.
Tap each hole to accept a 5/8"x-I I NC x 2"alien head cap screw. t
Location of bolt-down holes varies among different manufacturers.
See BOLT-DOWN DETAIL
5. Only ductile iron Vaned Grates shall be used.
6. This plan is intended to show the installation details of a manufac-
tured product. It is not the intent of this pian to show the specific
ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing.
PUBLIC WORKS OPEN CURB FACE STD. PIAN - 203.00
i
DEPARTMENT FRAME AND GRATE
��Nta INSTALLATION DETAIL MARCH 2008
29 7!4'
in
411111111
z
BOLT-DOWN HOLE(TYP)
5/8"-11 NC,SEE
DETAIL&NOTE 2
to
A
N
C
g
1
I
TOP NOTES
1 This frame is designed to accommodate 20"x 24"grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
24114" a 5/8"-11 NC x 2"alien head cap screw.
rir Location of bolt down holes varies among different
a manufacturers.
a.Refer to Standard Specification 9-05.15(2)for additional
requirements.
SECTION AJ
RECESSED ALLEN _w
HEAD CAP SCREW
716*1 118• 518"-11 NC x2'
dw 3/4" cRa7e
ISOMETRIC VIEW
+4"r 's
1 518' FRAME
m
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0
k
2112"
SECTION
DETAIL O BOLT-DOWNZDETAIL
SEE NOTEPUBLIC WORKS RECTANGULAR FRAME STD. PIAN 204 00
sr �=`��� DEPARTMENT
it+�,rp MARCH 2008
Wrr
24" 3
� w
Y
1 z Illlti
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N
Y f
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SOLT-DOWN SLOT-SEE N
DETAIL AND NOTE 1
C
I
2 112"DtA .H E
20
B
TOP SECTION O .
NOTES
1• Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt-down slots 10
� a 3r4" 11n•
varies among different manufacturers.
m� 2. Alternative reinforcing designs are acceptable in
lieu of the rib design. No
3. Refer to Standard Specification 9-05.15(2)for additional
T_ requirements
39'R-SEE NOTE 2 a. For Frame details,see City of Renton ilk
SECTION O Standard Plan 204.00.
10
s• �\3112. OQ OQQ
112" Al
Q��Q�QQQ lrlf
314' QQ.®Q�ipQv'Q�QQQQQQ
s1e 31a' QQQQQQQ©OQQQQQQQ Qom'
4• 1 114• �OQ'©�QQ�'QQpO�QQ�Q�'GQpQ,d
--# �--314"DIAM.HOLE QQQQ�QQQQQQQQQQ,QQf/QQfj�yL>
1112' 1/2'DIAM.HANDLE 5 .OQ �-Qp,�����������Q Irli
SECTION C 7 Jf
� QQQ
ISOMETRIC
BOLT-DOWN SLOT DETAIL
SEE NOTE 1
PUBLIC WORKS RECTANGULAR SOLID STD. PLAN -- 204.14
DEPARTMENT METAL COVER
��N2p MARCH 2008
irr
AAO 7�
SLOT-SEE DETAIL
5
AND NOTE I
5YU
R
Iwo
20
at
cc
Ila OUTFALL TO STR
TOP SECTION
1W
24"
7 OR 8 EQUAL SPACES
im F _DIRECTION OF FLOW
T_
SECTION
1/2
3"11
1 114"
518
BOLT-DOWN SLOT DETAIL.
in SEE NOTE I
NOTES
1- Provide two slots in the grate that are vertically aligned
60 with the holes in the frame.Location of bolt-down slots
varies among different manufacturers.
ISOMETRIC 2.Refer to Standard Specification 9-05.15(2)for additional
110 requirements.
3. Unless otherwise specified,vaned grates shall be used with standard frame
in the travel way,gutter or shoulder.vaned grates shall not be located
111111110 within crossroads.Use vaned grates along rolled curbs.
PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20
DEPARTMENT VANED GRATE MARCH 2008
C=MOIi
Mr e 0 i� SLOT SEE DETAIL
M
AND NOTE I
T I
F—:4 W
za
>
z
Will
JTFALL TO STREAM
TOP SECTION BO
24'
�AL SPACES 4 EQUAL SPACES
s
z
SECTION O 1u
1 1/4'
Elm
BOLT-DOWN SLOT DETAIL
SEE NOTE 1
mr
NOTES
Provide two slots in the grate that are vertically aligned
i. with the holes in the frame.Location of bolt-down slots varies
among different manufacturers.
ISOMETRIC
2. Refer to Standard Specification 9-05.15(2)for additional requirements.
3. Use only on sags and vertical curbs locations.
4.Unless otherwise specified,vaned grates shall be used with standard frame
in the travel way,gutter or shoulder.vaned grates shall not be located
within crossroads.Use vaned grates along rolled curbs.
STD. PLAN - 204.30
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL
DEPARTMENT VANED GRATE
MARCH 2008
,SLOT-SEE DETAIL
to AND NOTE 1
1"OPENING P-)
0
N�
No �7,
W
ON
Z
0
L_qUTFA[E T13 STRFAV4) (DOW i501LUT
3,'8"(9rnm)RECESSED
TOP
LETTERING
NOTES
I- Provide two slots in the grate that are vertically aligned With the holes in the frame.
Location of bolt-down slots varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2)for additional requirements.
wr
3- The thickness of the grate shall not exceed 1 5/8".
4.Unless otherwise specified,vaned grates shall be used with standard frame
in the travel way,gutter or shoulder.vaned grates shall not be located
within crossroads.Use vaned grates along rolled curbs.
——----------
1 114"
I-------------–
D
iw
BOLT-DOWN SLOT DETAIL
ISOMETRIC SEE NOTE I
go
PUBLIC WORKS RECTANGULAR STD. PLAN — 204.40
No DEPARTMENT HERRINGBONE GRATE MARCH 2008
112'[13mm)LETTERING
BOLTHOLES-3 PLCS EQUALLY SPACED 120°
V1 gIN APART ON 23 1116"(586mm)DIA B.C.
Y naivo/w
MUM
a
Y
RENTON 14,
AHEAD OF THE CURVE q
e�
W'..,
DRAIN
(1)1'(25mm)
DIA PICKHOLE COVER BOT'T'OM VIEW
1 114"132mm]LETTERING '
PLAN VIEW
25"OIA. (3)BLT SOC.(ALLEN HEAD)
1635mm) 1" 5)81-11 X I'5 SS
(25mm) RUBBER WASHER
314"IF :_.
[19mm) .:.
8 2 112-
Ih" ^tl— [22222mm1 (64m4mm]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
_ 26 112'DIA wY
[673mm)
25 114•DIA
[641mm) 111161
[27mm]
14'(Smm)DIA r
NEOPRENE GASKET
114' 1 1/76•
s•
(152mm) (6mmj (27mm)
1
5J6" J 23 316'DIA CL OPEN j
[16mm] (594mml 1J6" J
(3mm)
27 5116'DIA 118•
[694mm] (R:
_ 34116•DIA GASKET GROOVE DETAIL
[867mmj
NOTES
FRAME SECTION VIEW
ALL COVERS SHALL BE LOCKING LID PER EASTJOROAN IRON WORKS INC.No.3717C1
OR APPROVED EQUAL.
PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN — 204.50
N2Q$ DEPARTMENT
MARCH 2008
Mil
r
.Ir
#6 BARS @ 7'SPACING
12"(7YP.)
20"x 24",
24'DIAM.,48"DIAM.
so OR 54'DIAM.HOLE `n
2"(rYP) 1—
J 6"
_I I
J 1MIN.
112'•MAX,
8W'or 96"FLAT SLAB TOP 1 12•
PREFABRICATED LADDER
� 9
#5 BARS @ 6'SPACING
12"MIN,
20"x 24",
24•DIAM„48"D)AM,
No OR 54"DIAM.HOLE 2"(WP TYPICAL ORIENTATION �� f
— FOR ACCESS AND STEPS
4 1'MIN. STEP
2 1/2"MAX.
72"FLAT SLAB TOP
2�
#4 BARS @ 6"SPACING _
fM _
� N
20"x 24"OR
24"DIAM.HOLE
F-2'(TYP.) 46"MIN.
�! 11'MM.
2112 MAX. ECCENTRIC CONE SECTION
48",54",or 60"FLAT SLAB TOP
r
3
,i0.Z0. ?p p•
34"
W11 g S.
VOR 17"
NONE#3 BAR HOOP
ONE#3 BAR HOOP FOR 6"
TWO#3 BAR HOOPS FOR 12"0 S
+ir► RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar,wire mesh having a
minimum area of 0.12 square inches per foot may be used
ow for adjustment sections.
PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PIAN — 204.60
DEPARTMENT DRAINAGE STRUCTURES
MARCH 2008
w
3 SEE CONTRACT FOR 24" s
Y BACKSLOPE DETAILS MIN
�� TYPE 3 GRATE SHOWN10 DITCH LINE
z SI
1�
SECTION ON DITCH LINE
DIKE INSTALLATION FOR PREFERRED SLOPE
�— NOTES
1. The top of the inlet shall be placed at ground level to
present an unobstructed ditch or median section.
DITCH
f� 2. Bevel or round exposed concrete edges 1/2".
J� mil
3. Pipes may enter through the knockouts at any
reasonable angle provided the outside of the pipe
can.be contained within the knockout provided.
4. The grade fine of the lowest inlet pipe shall enter the
g PLAN structure at an ele-vation equal to or higher than the
grade line of the outlet pipe.
42- GRATE SUPPORT(TYP.) s
-SEE DETAIL 5. All.pickup holes shall be grouted full after the inlet
a has been placed.
6'MIN. —
6. The steel angles shall be set so that each bearing
bar of the grate shall have full seating on both ends.
The finished top of concrete shall be even with the
grate surface.
sr oinM.
iaO°` e3 7. The amount,type,and grade of reinforcing steel is
2-MIN. the responsibility of the manufacturer.
Z. 8. The inside wall taper for form removal shall not result
39" in any wail section thinner than 6"except in pipe
knockout areas.
SECTION {� SECTION �s
9. Precast inlets shall be marked with the t
manufacturer's identification on the inside of the
structure in some readily accessible location.
36"
18'
ttb
12' TYP
7!4
4"x3'x1t2'x35114" TOP
STEEL ANGLE
4"x3"xNS'
STEEL PLATE
`6 -TACK WEL 1/2"DIAM.x 4"STEEL STUD-
70 ANGLE PLACE ALONG SUPPORT AS
e 114 SHOWN FOR ANGLES
TEEI
5xA x114'
ANGL ANCHOR STUD OPTION
f SIDE END END
ISOMETRIC
GRATE SUPPORT DETAIL (SHOWN WITH TYPE 1 GRATE)
(FOUR SUPPORTS REQUIRED)
SY STD. PLAN — 205.00
n�j + PUBLIC WORKS DROP INLET TYPE 7
DEPAR'PMENT
ANT MARCH 2008
Irl.
ia•-o"
3
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as
PLAN GRATE SUPPORT(rYP.)
SEE DETAIL
`v
lel 34'DIAM.
KNOCKOUTS, r MIN.
z
36' 30'
18'
12
714 P. SECTION {A 1 SECTION O
1/4 �J
aw
ror
im 'x3"x1/2"x35114"
STEEL ANGLE
4'x 3'x 3/8'
STEEL PLATE
-TACK WEE ��—p) 1/2"DIAM.x 4"STEEL STUD
7p ANGLE �--il PLACE ALONG SUPPORT AS
'< —�.-pf�IllY,/'SHOWN FOR ANGLES
x 1"X 114' 114
1 1/2• I I STEEL ANGLE ANCHOR STUD OPTION
F^ 3fDE END ENO
GRATE SUPPORT DETAIL
(SIX SUPPORTS REQUIRED) NOTES
1- The top of the inlet shall be placed at ground level to present an unob-
structed ditch or median section.
2. Bevel or round exposed concrete edges 112".
3. Pipes may enter through the knockouts at any reasonable angle provided
the outside of the pipe can be contained within the knockout provided.
4. The grade line of the lowest inlet pipe shall enter the structure at an ele-
vation equal to or higher than the grade line of the outlet pipe.
5. All pickup holes shall be grouted full after the inlet has been placed.
Irl
6. The steel angles shall be set so that each bearing bar of the grate shall
have full seating on both ends. The finished top of concrete shall be
even with the grate surface.
go
7. The amount,type,and grade of reinforcing steel is the responsibility of
the manufacturer.
ISOMETRIC a. The inside wall taper for form removal shall not result in any wall section
low (SHOWN WITH TYPE 2 GRATE) thinner than 6"except in pipe knockout areas.
s. Precast inlets shall be marked with the manufacturer's identification on
the inside of the structure in some readily accessible location.
wr
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�►© PUBLIC WORKS DROP INLET TYPE 2 STD. PLAN - 205.10
DEPARTMENT
MARCH 20013
m
3 112"x 112"x 341!1" OPTIONAL 1"MAX.VENT HOLES
STEEL PLATE(TVP.) N ON BOTTOM FOR GALVANIZING
r
m
IO O O
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f o 0 0 0 -a � 1�►
I OPTIONAL 1"MAX.VENT HOLES
111( A
ON BOTTOM FOR GALVANIZING
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5114' THREE SPACES S 114'
34 tYd'
3 1!2"x 1/2'x 34 1 21
TYPE 1 STEEL PLATE(Ty P.' O O o O
3 112'x 3 1/2*x 5116"x 33114' GRIND TOP AND BOTTOM 11_
STRUCTURAL TUBING(TYP.)'�I FLUSH AFTER WELDING 1/2 FIVE SPACES 31!2
34 t/
C2'
TYPE 3
TYP. 1/4 31/2'x 3 tW x 5116')(33 IW GRIND TOP AND BOTTOM
SECTION O STRUCTURAL TUBING(TYP.) FLUSH AFTER WELDING
H�
3112"x 112'x 34 1/2"
�STEEL PLATE(TYP.) TYP' 114
_ SECTION O
L Qm B
TYPE 3
TYPE 2
2" P. 2 TYP. ISOMETRICS
34 12' TYPE 1
TYPE 2
3112"x 1/2"x 33114"
STEEL PLATE(1YP.)�)
'TYP. 114
SECTION O
�Y STD. PLAN — 205.20
� j PUBLIC WORKS GRATES FOR DROP INLET
.v DEPAR"CMENT IMS
MARCH 2008
rrr
TEMPORARY CAP AT EDGE OF
RIGHT OF WAY,UNLESS OTHERWISE
w RNJ LINE DIRECTED IN CONTRACT
to
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Jr lir �. J4 J r
Sv .w, Jir
.f4 Jar S,r Slr f,fl
4"DRAIN PIPE
CONCRETE
SIDEWALK
EXP.JOINT
Aw
S,r Srr Oy
Sr. .Lr J4
PLANTING
STRIP
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CONCRETE CURB -- — --
-TYPE MAY VARY
ROADWAY
(REINFORCEMENT NOT SHOWN)
to PLAN
1f�
EXP.JOINT WITH 3/16'
1/2"JOINT MATERIAl
WERE MESH Z
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� D
WIRE MESH REINFORCEMENT
RNJ LINE
4"DRAIN PIPE 6' 6 x 6 W4.0 x W4.0(4 GAGE) �•
12' 4"DRAIN PIPE
(TyP) 4 x 4 W2.9 x W2.9(6 GAGE) CAPPED AT EDGE
(SEE STD.SPEC.9-07.7) OF RAN
SECTION O 112"MINIMUM COVER y M
CONCRETE
SIDEWALK
PLANTING s.
STRIP
wo CONCRETE CURB
TYPE MAY VARY
ROADWAY
No .
INVERT OF DRAIN _-R' _ - -
SHALL BE AT OR _
ABOVE GUTTER LINE - _ _ "�'-'_`"V'•�ic2?�: ISOMETRIC
nm + PUBLIC WORKS DOWNSPOUT STORM STD. PLAN - 210.00
.� DEPARTMENT DRAIN UNDER SIDEWALK
' MARCH 2008
ow
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all
4'MIN
1'OVERFLOW DEPTH
1'DEPTH 2'-4'ROCK OUTFLOW
CHANNEL IF
CONSTRUCTED BY
3 9 EXCAVATION.
2'SETTLING DEPTH 1( ': ci:i.'.'.;..'.:':., <, ,t SMAX
1.5 SEDIMENT STORAGE \
FILTER FABRIC FENCING
1'DEPTH 314'-1-1l2-WASHED GRAVEL
CROSS SECTION
NTS
OVERFLOW SPILLWAY 6'MIN WIDTH
IN I
J—T_
r`�
_.r „ J71rr�tL�( air
i_5'SEDIMENT STORAGE
2'SETTING DEPTH&V DEPTH OF 2'-4'ROCK,1'DEPTH OF 314'-1R'WASHED GRAVEL.
all
46
NOTE:
MAY BE CONSTRUCTED BY EXCAVATION
OR BY BUILDING A 13ERM
STI). PLAN — 211.00
PUBLIC WORKS SEDIMENT TRAP _
DEPAR'PMENT
MARCH 2008
Y
T
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m
SURVEY FLAGGING 00 NOT NAIL OR STAPLE
n BALING WIRE WIRE TO TREES
T`k
3' MIN.
fm
METAL
FENCE POST
M
-I 1 1 1 1 1 i t i�l I !�1 11 i t I f l-1 I IJI I I-1 11- I I i t
aw 12'MIN,
I
wt
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NOTES
�w 1. CONDITION OF USE
1.1. TO ESTABLISH CLEARING LIMITS,STAKE OR WIRE FENCE MAY BE USED:
1.1.1. AT THE BOUNDARY OF CRITICAL AREAS,THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT
UNCLEAR.
1.1.2. AS NECESSARY TO CONTROL THE VEHICLES TO AND ON THE SITE.
2. MAINTENANCE AND REQUIREMENTS
2.1, IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED,IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND
VISIBILITY RESTORED.
2.2. DISTURBANCE OF A CRITICAL AREA,CRITICAL BUFFER AREA,NATIVE GROWTH RETENTION AREA,OR OTHER
OIN_II AREA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION.
2.3. THE CITY MAY REQUIRED MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT
INTO THOSE AREAS THAT ARE NOT TO BE DISTURBED.
Ifli
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YMN
zY
;' + PUBLIC WORKS STAKE AND WIRE FENCE STD. PLAN - 212.00
DEPARTMENT
MARCH 2008
r
TRACKING
00
a �
"TRACKING'WITH MACHINERY UP AND DOWN a ® a
THE SLOPE PROVIDES GROOVES THAT WILL CATCH
SEED,RAINFALL AND REDUCE RUNOFF.
Nc
/\\�/\�/\j\/ !,✓ \\�/�\�/\\\ iii
MAXIMUM7 (650mIm)
GROOVES WILL CATCH SEED,
FERTILIZER,MULCH,RAINFALL
AND DECREASE RUNOFF.
NOTES
1. CONDITION OF USE
1.1. ALL SLOPES STEEPER THAN 3:1 AND GREATER THAN 5 VERTICAL FEET REQUIRE SURFACE ROUGHENING.. all
1.2 AREAS WITH GRADES STEEPER THAN 3:1 SHOULD BE ROUGHENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING.
1.3. AREAS THAT WILL NOT BE STABILIZED IMMEDIATELY MAY BE ROUGHENED TO REDUCE RUNOFF VELOCITY UNTIL SEEDING TAKES PLACE,
1.4. SLOPES WITH A STABLE ROCK FACE DO NOT REQUIRE ROUGHENING.
1.5. SLOPES WHERE MOWING IS PLANNED SHOULD NO BE EXCESSIVELY ROUGHENED.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. DISTURBANCE AREAS THAT WILL NOT REQUIRE MOWING MAY BE STAIR-STEO GRADED,GROOVED,OR LEFT ROUGH AFTER FILLING.
2.2. STAIR STEP GRADING IS PARTICULARLY APPROPRIATE IN SOILS CONTAINING LARGE AMOUNTS OF SOFT ROCK.STAIR SHOULD BE WIDE
ENOUGH TO WORK WITH STANDARD EARTH MOVING EQUIPMENT.STAIRS STEPS MOST BE ON CONTOURS OR GULLIES WILL FORM ON THE
SLOPE.
2.3. AREAS THAT WILL BE MOWED,MAY HAVE SMALL FURROWS LEFT BY DISKING,HARROWING,RANKING,OR SEED-PLANTING MACHINERY
OPERATED ON THE CONTOUR.
2.4. GRADED AREAS WITH SLOPES GRATER THAN 3:1 BUT LESS THAN 2:1 SHOULD BE ROUGHED BEFORE SEEDING.
3. MAINTENANCE STANDARDS all
3.1. PERIODICALLY CHECK ROUGHENED,SEEDED,PLANTED AND MULCHED SLOPES FOR RILLS AND GULLIES,PARTICULARLY AFTER A SIGNIFICANT
STORM EVENT.FILL THIS AREAS SLIGHTLY ABOVE THE ORIGINAL GRADE,THEN RE-SEED AND MULCH AS SOON AS POSSIBLE.
STD. PLAN - 218.00
PUBLIC WORKS SURFACE ROUGHING
+ { DEPARTMENT
MARCH 2008
rirl
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ow
MIN.4'OVERLAP ,
dw ?. ,
11111110
M i-i I �••. _ MIN,6.OVERLAP
me
1I-
=1 I I�1 I I= ; • .
i l-III l l _ ••=�• �.••.�.� :- .: . •• •-
�. -
NOTES
1. CONDITION OF USE
to 1.1. FOR PERMANENT STABILIZATION OF SLOPES 2H:1V OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF.
1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE,NOT FOR TEMPORARY COVER.HOWEVER,THEY MAY BE USED FOR
TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING.
1.3. THE APPLICATION OF APPROPRIATE NETTING OR BLANKET TO DRAINAGE DITCHES AND SWALES CAN PROTECT BARE SOIL FROM CHANNELIZED
RUNOFF WHILE VEGETATION IS ESTABLISHED.NETS AND BLANKETS CAN ALSO CAPTURE GREAT DEAL OF SEDIMENT DUE TO THEIR OPEN,
iw POROUS STRUCTURE.SYNTHETIC NETS AND BLANKETS MAY BE USED TO PERMANENTLY STABILIZE CHANNELS AND MAY PROVIDE A
COST-EFFECTIVE,ENVIRONMENTALLY PREFERABLE ALTERNATIVE RIPRAP.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1, JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH.EXCELSIOR,WOVEN STRAW,BLANKETS,AND COIR(COCONUT FIBER)BLANKETS
MAY BE INSTALLED WITHOUT MULCH.OTHER TYPES OF PRODUCT WILL BE EVALUATED INDIVIDUALLY.
2.2. PURELY SYNTHETIC BLANKETS ARE ALLOWED,BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS.THE ORGANIC
BLANKETS,ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION
3. MAINTENANCE STANDARDS
3.1. GOOD CONTACT WITH THE GROUND MOST BE MAINTAINED,AND THERE MOST NOT BE EROSION BENEATH THE BET OR BLANKET,
3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
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PUBLIC WORKS WATERWAY INSTALLATIONS STD. PLAN — 213.10
w `��r�`► DEPARTMENT
MARCH 2008
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MIN.2'
OVERLAP - �-
/ ANCHOR IN 6'x6'MIN.TRENCH
/ 1 AND STAPLE AT 12'INTERVALS
III-1' MIN.6'OVERLAP
STAPLE OVERLAPS
MAX.5'SPACING
BRING MATERIAL DOWN TOA LEVEL AREA,TURN
THE END UNDER 4'AMD STAPLE AT 12"INTERVALS
NOTES
1. CONDITION OF USE
1.1. FOR PERMANENT STABILIZATION OF SLOPES 2H:1 V OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF,
1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE,NOT FOR TEMPORARY COVER HOWEVER,THEY MAY BE USED FOR
TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS IF THIS PRODUCT IF GOOF GROUND CONTACT IS NOT ACHIEVED,RUNOFF CAN
CONCENTRATE UNDER THE PRODUCT,RESULTING IN SIGNIFICANT EROSION..
2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH.EXCELSIOR,WOVEN STRAW,BLANKETS,AND COIR(COCONUT FIBER)BLANKETS
MAY BE INSTALLED WITHOUT MULCH.
2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED,BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS.THE ORGANIC
BLANKETS,ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC
MATTER TO THE SOIL,SUBSTANTIALLY IMPROVING THE SPEED AND SUCCESS OF RE-VEGETATION. all
3. 161AINTENANCE STANDARDS
3.1. GOOD CONTACT WITH THE GROUND MOST BE MAINTAINED,AND THERE MOST NOT BE EROSION BENEATH THE BET OR BLANKET.
3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED,
3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
Sx STD. PLAN - 213.20
PUBLIC WORKS SLOPE INSTALLATIONS
DEPARTMENT
��,ro MARCH 2008
ur
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10'MAX. -.--
i
m
-III=III
TOE IN SHEETING IN IV MAX
MINIMUM 4'X4'TRENCH
4m III-SII-I
-
III-iII=
-1 I 1=1 i I-
IIIIIIII '-III-I I Ii
PROVIDE ENERGY DISSIPATION I —
AT TOE WHEN NEEDED
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NOTES
AMM 1. CONDITION OF USE
1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS.
1.2_ PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.
1.3, CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY-SHEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS
GROWTH.CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS
1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF.SUCH AREAS INCLUDE STEEP AND
wr UNSTABLE SLOPES
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILLIMETERS.
2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY,A GRAVEL BERM,RIPRAP,OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE
tu OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.
3. MAINTENANCE STANDARDS
3.1. TORN SHEETS MOST BE REPLACED AND OPEN SEAMS REPAIRED.
3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION,IT MOST BE COMPLETELY REMOVED AND REPLACED.
3.3. WHEN THE PLASTIC IS NO LONGER NEEDED,IT SHALL BE COMPLETELY REMOVES.
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PUBLIC WORKS PLASTIC COVERING STD. PLAN — 213.30
onDEPARTMENT
MARCH 2008
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3 � (1,2m) ..
(SN
3 ��f
m t0-25 � •�`
ADJACENT ROLLS
SHALL TIGHTLY
ABUT
SEDIMENT,ORGANIC MATTER, ^�
AND NATIVE SEEDS ARE
CAPTURED BEHIND THE ROLLS
ROLL SPACING
DEPENDS ON SOIL
TYPE AND SLOPE STEEPNESS
STRAW ROLLS MUST BE
PLACED ALONG SLOPE
CONTOURS \�
3'-5'
(75-125mm)
DIA.
(200-250m.)�- (200.200.250mm) .--
LIVE STAKE
3
NOTES 1'x i'STAKE
1. CONDITION OF USE
1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN
UNWORKED FOR MORE THAN 30 DAYS. to
1.2. VEGETATION-LINED CHANNELS SHALL BE SEEDED.CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR
EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM)
1.3. RETENTION!DETENTION PONDS SHALL BE SEEDED AS REQUIRED.
1 A. AT THE CITY'S DISCRETION,SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE
THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER.
1.5. AT THE BEGINNING OF THE WET SEASON,ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED
IN PREPARATION FOR THE WINTER RAINS.DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET
SEASON.AT FINAL.SITE STABILIZATION,ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND
MULCHED.
flE
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30,AND SEPTEMBER 1 THROUGH OCTOBER 15.AREAS MAY BE SEEDED BETWEEN
JULY 1 AND AUGUST 31,BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER.AREAS MAY ALSO BE SEEDED
DURING THE WINTER MONTHS,BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD
TEMPERATURES.
22. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN
INSTALLED.
2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED.
2.4, IN GENERAL,10-20-20N-P-K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE.IT IS RECOMMENDED THAT AREAS BEING
SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED.
DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO-PHOSPHORUS FERTILIZER.
2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING
2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3HAV
15.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED
2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE
SLOW,THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT,THERE IS A WATER BODY CLOSE TO THE DISTURBED
AREA,OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER.
2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING.
2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED.HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING
THE DRY SEASON.HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON.DURING THE WET SEASON,
THE APPLICATION RATE SHOULD BE DOUBLED.IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE
WOOD FIBER,BUT THIS CAN BE DETERMINED TO GERMINATION.
2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP
SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY.MOST NATIVE SOILS WILL REQUIRE
THE ADDITION OF 4 INCHES OF WELL-ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL.
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SY STD. PLAN - 213.40
PUBLIC WORKS STRAW WATTLES
DEPARTMENT
�N�O MARCH 2008
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS.USE STAPLES,WIRE RINGS,OR 2"x2'BY 14 Ga.WIRE OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
EQUIVALENT,IF STANDARD
STRENGTH FABRIC USED
Ii FILTER FABRIC
':R
FABRIC
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TITT
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6'MAX. MINIMUM 4'x4"TRENCH
An I I BACKFILL TRENCH WITH
POST SPACING MAY BE INCREASED NATIVE SOIL
TO&IF WIRE BACKING IS USED
go 2"x4-WOOD POSTS,STEEL FENCE
POSTS,RESAR,OR EQUIVALENT
NOTES
1. CONDITION OF USE
1.1- S:LT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2- DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW.A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
30_I(XISIEVE S: ,
SIZE FOR SILTFILM
AOS(ASTM D4751) 50-100SIEVE 517E 030-0.15MM)FOR OTHER FABRICS
WATER PERMITTIVITY(ASTM D491) 0.02 SEC"-1 MINIMUM
m GRAB TENSILE STRENCHT(ASTM D4632) 180 LOS.MIN.FOR EXTRA STRENGH FABRIC
IOD LBS.MIN.FOR STANDARD STRENGHT FABRIC
GRAB TENSILE ELONGATION JASTM D4632)30%MAX,
,ULTRAVIOt.ATE RESISTANCE(ASTM D4355),70%MIN,
rw 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED,THE SLOPE SHALL NOT BE STEEPER THAN 2H:IV
2,4. IF A TYPICAL SILT FENCE IS USED,THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE,THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE.IF THIS OCCURS,REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT,
3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC(GEOTEXTILE)HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED.
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PUBLIC WORKS SILT FENCE STD. PIAN - 214.00
DEPARTMENT MARCH 2008
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3 TOP OF FABRIC T "
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TOP 8"
FLOW
100%COMPACTION
EACH SIDE DIAGONAL ATTACHMENT
DOUBLES STRENGTH
`� \\ a \ \\ ATTACHMENT DETAILS;
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0. \/\//�� � 1. GATHER FABRIC AT POSTS,IF NEEDED.
CL
N 2. UTILIZE THREE TIES PER POST,ALL WITHIN
TOP 8"OF FABRIC.
3. POSITION EACH TIE DIAGONALLY,PUNCTURING
NOTES: HOLES VERTICALLY A MINIMUM OF 1"APART.
1. POST SPACING:T MAX.ON OPEN 4. HANG EACH TIE ON A POST NIPPLE AND
RUNS 4'MAX.ON POOLING.AREAS. TIGHTEN SECURELY,USE CABLE TIES
(50 LBS)OF SOFT WIRE.
2. POST DEPTH:AS MUCH BELOW
GROUND AS FABRIC ABOVE GROUND.
3. PONDING HEIGHT MAX.24"ATTACH
FABRIC TO UPSTREAM SIDE OF POST.
4. DRIVE OVER EACH SIDE OF SILT
FENCE 2 TO 4 TIMES WITH DEVICE ROLL OF SILT FENCE
EXERTING 60 P.S.I.OR GREATER.
5. NO MORE THAN 24"OF A 36"FABRIC
S ALLOWED ABOVE GROUND.
6. VIBRATORY PLOW IS NOT ACCEPTABLE PLOW
BECAUSE OF HORIZONTAL COMPACTION.
OPERATION ABOVE
GROUND
SLICING BLADE '
(18mm WIDTH)
HORIZONTAL CHISEL POINT
(76mm WIDTH) �\( \ \ '\\� - \/� 200-300mm
+~� PUBLIC WORKS SILT FENCE INSTALLATION " PLAN 224.10
DEPARTMENT BY SLICING
MARCH 2008
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3'TRASH PUMP WITH FLOATS
W SEWER PIPE WITH ON SUCTION HOSE
BUTTERFLY VALVES
2'SCHEDULE 40
1-112'SCHEDULE40
8'x8'SUMP WITH S FOR SPRAYERS
OF CATCH
go 2% MIDPOINT SPRAY NOZZLES,
SLOPE LOPE E IF NEEDED
6.7
SLOPE
No 2%SLOPE
fm
1a 6'ATS CONSTRUCTION
SLOPE w ENTRANCE
55 ATB APRON TO H ASPHALT CURB ON THE
PROTECT BALL VALVES LOW ROAD SIDE TO DIRECT
1, GROUND FROM WATER BACK TO POND
SPLASHING WATER
6'SLEEVE UNDER ROAD
aw PLAN VIEW
15' 15' 20' 15' m.
r�%\\/\/�li\j\• \ \\<•\ �i\\\i`\ CURB
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� 6"SLEEVE
ELEVATION VIEW
i� LOCATE INVERT OF TOP
PIPE V ABOVE BOTTOM
OF WHEEL WASH
18'
8'x8'SUMP
WATER LEVEL
0
Ii
1�
GRAIN PIPE 1:1 SLOPE
SECTION A-A
wa
NOTES:
1.BUILD 8'x8'SUMP TO ACCOMODATE CLEANING BY TRACKHOE.
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��Y o STA. PLAN - 215.00
PUBLIC WORKS WHEEL WASH AND PAVED
DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008
�N�O
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DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
o �X\SA\NG�'OPACONSTRUCTDAMAGING OF O AVOID
THE ROADWAY
1T IS RECOMMENDED THAT THE
R=25'MIN. ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
�A
I
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCI,PRESENT.AS
PER CITY ROAD STANDARDS
4'8'QUARRY SPALLS
GEOTEXTILE
I2'MIN.THICKNESS ` �' PROVIDE FULL WIDTH OF
NOTES INGRESSIEGRESS AREA
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
GRAB TENSILE STREBNGTH ASTM 04751) 200 PSI MIN.
GRAB TENSILE ELONGATION(ASTM D4632) XP%MAX.
MULLEN BURST STRENGTH(ASTM D3786-80A) 400 PSI MIN.
AOS(ASTM D4751) 20-45(U.S.STANDARD SIEVE SIZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL(WOOD BASED MULCH)MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS.HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS.THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT,
2.2, FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. WHENEVER POSSIBLE,THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM,COMPACTED SUBGRADE.THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1, QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT,THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY INCLUDE STREET SWEEPING,AN INCREASE IN THE;DIMENSIONS OF THE
ENTRANCE,OR THE INSTALLATION OF THE WHEEL WASH.IF WASHING IS USED,IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK,AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING.THE SEDIMENT COLLECTED BY to
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE.THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.IF IT NECESSARY TO WASH THE STREETS,A
SMALL SUMP MUST BE CONDUCTED.THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S),FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
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{ + PUBLIC WORKS STABILIZED PLAN _ 215.10
DEPART'MENT CONSTRUCTION ENTRANCE
FN,�p MARCH 2008
TOPREVENTIFNLOW LOPE
AROUND SI S
m THE POND LENGTH SHALL BE 3 TO 6
TIMES THE MAXIMUM POND WIDTH
EMERGENCY EAOVERFLOW
—;=OND LENGT
INFLOW
SILT FENCE OR RISE PIPE DISCHARGE TO STABILIZED
EQUIVALENT DIVIDER CONVEYANCE OUTLET OR
LEVEL SPREA6FR
to
fat
RISER PIPE CREST OF 6'MIN.WIDTH
(PRINCIPAL SPILLWAY) EMERGENCY SPILLWAY
im OPEN AT TOP WITH r//
TRASH RACK l
EMBANKMENT COMPACTED 95%.
PERVIOUS MATERIALS SUCH AS
DEWATERING DEVICE ^_^___ GRAVEL OR CLEAN SAND SHALL
(SEE RISER DETAIL) NOT BE USED,
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a
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BACK OF SIDEWALK
SANDBAGS TO OVERLAP
ONTO CURB
CURB INLET
RUNOFF
CURB FACE
S ILLWAY
GUTTER
DRAIN GRATE
GRAVEL FILLED SANDBAGS
STACKED TIGHTLY
PLAN VIEW
NOTES:
1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET
SEGMENTS,WHERE WATER CAN POND AND ALLOW SEDIMNENT TO
SEPARATE FROM RUNOFF.
2 SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC,ARE
FILLED WITH GRAVEL,LAYERED AND PACKED TIGHTLY.
LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY
3, FOR OVERFLOW.
INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT.
4 SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY
IMMEDIATELY.
STD. PLAN — 2 .6.50
PUBLIC WORKS CURB AND GUTTER
���• DEPARTMENT BARRIER PROTECTION �
�N,�p MARCH 2008
3
1� S
}
z 2:1 MAX SLOPE
i DIKE MATERIAL COMPACTED \
80•k MODIFIED PROCTOR I \\1►` —
2'MIN.
18'MlN. —
1lilll
DIKE SPACING DEPENDS ON SLOPE GRADIENT
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NOTES
1. CONDITION OF USE
1.1. REQUIRED AT:
so 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
AVERAGE SLOPE SLOPE PERCEN7 FLOWPATH LENGTH
20H:1V 3-5% 300FEET
to (10 TO 20)HAV 5-10% 200 FEET
(4 TO10)H:IV 10-25% 100 FEET
(2T04)H:1V 2S-50% 50 FEET
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF,BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED
INTERCEPTOR DIKES MAY BE USED.THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH
VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY DIKES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF,THE CAPACITY AND/OR FREQUENCY OF THE DIKES SHALL BE INCREASED.
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No
11111
PUBLIC WORKS INTERCEPTOR DIKE STD. PIAN - 217.00
DEPARTMENT
�N�o MARCH 2008
rr
21 MAX.SLOPE
V MIN. LEVEL BOTTOM
IM I I—
TMIN.
SINALE SPACING DEPENDS ON SLOPE GRADIENT
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH
2oHilV 3-5% 300 FEET
(10 TO 20)H:1V 5-10% 200 FEET
(4TO 10)HAV 10-25% 100 FEET
(2TO4)H:IV 25-SO*/. 50 FEET
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF,BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED.THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF,THE CAPACITY ANDIOR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10
DEPAWMENT
MARCH 2008
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DIKE MATERIAL COMPACTED
w 90%MODIFIED PROCTOR
CORRUGATED METAL,CPEP
to OR EQUIVALENT PIPE
INTERCEPTOR DIKE
so
PROVIDE RIPRAP PAD
OR EQUIVALENT ENERGY = -
=
DISSIPATION
DISCHARGE TO A STABILIZED
m WATERCOURSE,SEDIMENT RETENTION STANDARD FLARED
FACILITY OR STABILIZED OUTLET END SECTION
INLET AND ALL SECTIONS MUST BE
SECURELY FASTENED TOGETHER
WITH GASKETED WATERTIGHT FITTINGS
Ift
am
NOTES
1. CONDITION OF USE
as
1.1. SHOULD BE USED TO CARRY CONCENTRATED RUNOFF DOWN STEEP SLOPES WITHOUT CAUSING EROSION,OR SATURATION OF
SLIDE-PRONE SOILS.
11. WHEN A TEMPORARY OR PERMANENT STORMWATER CONVEYANCE IS NEEDED TO MOVE WATER DOWN A STEEP SLOPE TO AVOID
EROSION.
I.I. MAY BE USED TO DIVERT WATER AWAY FROM OR OVER BARE SOIL TO PREVENT GULLIES,CHANNEL,AND SATURATION OF SLIDE
PRONE SOILS.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE MAXIMUM DRAINAGE AREA ALLOWED FOR ANY SIZED PIPE IS 10 ACRES.FOR LARGER AREAS MORE THAN ONE PIPE SHALL BE
USED OR A ROCK-LINES CHANNEL HALL BE INSTALLED.
2.2. THE SOIL AROUND AND UNDER THE PIPE AND ENTRANCE SECTION SHALL BE THOROUGHLY COMPACTED.
2.3. THE FLARED INLET SECTION SHALL BE SECURELY CONNECTED TO THE SLOPE DRAIN AND BE FUSED OR WELDED,OR HAVE
FLANGE-BOLTED MECHANICAL JOINTS TO ENSURE WATERTIGHT SEAL.
2.4- SLOPE DRAINS SHALL BE CONTINUOUSLY FUSED,WELDED OR FLANGE-BOLTED MECHANICAL JOINT PIPE SYSTEM WITH PROPER
ANCHOR TO THE SOIL.
2.5. WHERE THE SLOPE DRAIN CROSS STEEP SLOPE HAZARD AREA OR THEIR ASSOCIATED BUFFERS,THE INSTALLATION SHALL BE IN THE
GROUND SURFACE.ANY AREA DISTURBED DURING INSTALLATION AND MAINTENANCE MUST BE IMMEDIATELY STABILIZED,
3. MAINTENANCE STANDARDS
11111
3.1. THE INLET SHALL NOT BE UNDERCUT OR BYPASSED BY WATER.IF THERE ARE PROBLEMS,THE HEAD WALL SHALL BE
APPROPRIATELY REINFORCED.
3.2, NO EROSION SHALL OCCUR ON THE OUTLET POINT.IF EROSION OCCURS ADDITIONAL PROTECTION SHALL BE ADDED.
PUBLIC WORKS PIPE SLOPE DRAIN STD. PLAN - 217.30
DEPARTMENT MARCH 2008
l
Y
ROCK MUST COMPLETELY COVER THE
m ,/•'�'BOTTOM AND SIDES OF THE DITCH
z
6"MIN.
C> �C a�b Q�C�oa QT
24'MIN,
4
21 SLOPES
/,"v
2'-4'ROCK
L=THE DISTANCESUCH THAT POINTS ,
A AND ND8B ARE
OF EQUAL ELEVATION
' '-� � �-► I 1=1 I I,;IIID
NOTES
1, CONDITION OF USE
1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS.
1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT.
2. MAINTENANCE STANDARDS
2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL
DESIGN CAPACITY.
2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS.IF SCOURING AND EROSION
HAS OCCURRED,AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET,
�Y STD. PLAN - 217.40
PUBLIC WORKS CHECK DAMS SPACING AND
R DEPARTMENT CROSS SECTIONS
�N,�p MARCH 2008
..r
a
N
Y
0
3 PRESSURE-TREATED 2"XSO' —! (—)i I ii
o DENSELY VEGETATED FOR A
do
MIN.OF 100'AND SLOPEi—
LESS THAN 5:1
111 _ I
1'M1N. 2a III( I
I-
IEII1=1 11-1 -' ' i II111
3 MIN.
SPREADER MUST BE LEVEL TREATED 2'X10'MAY BE ABUTTED
END TO END FOR MAX.SPREADER
*a LENGTH OF 50'
6"MIN.
1'MIN.
Yui
I-I 1 6"MIN.
-Ill
1= I ___ -►-_► - ► _-_ - I-I I
_ I
i rl i Viii I Ii�it J Ii i! I li a iI l li�it J Iiiil I Iiiil l I+iil l liil l li i I l liiil l lE i�I l li i I Ii�it I Il I Ilii
18'MIN.REBAR SUPPORTS B'MIN.SPACING
ALTERNATIVELY,B"DIA.CMP MAY BE USED AS A SPREADER.
THE PIPE SHALL BE BURIED$O THAT ONLY 1"EXTENDS ABOVE GROUND.
NOTES
1. CONDITION OF USE
t.i. MAY BE USED WHERE RUNOFF FROM UNDISTURBED AREAS OR SEDIMENT RETENTION FACILITIES IS DISCHARGED.
1.2. APPLIES ONLY WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL IS
VEGETATED AND LOW GRADIENT.
2. DESIGN AND INSTALLATION SPECIFICATIONS
s 2.1. THE TOTAL SPREADER LENGTH SHALL BE AT LEAST THE SQUARE ROOT OF THE CATCHMENT AREA.
2.2. MAXIMUM LENGTH FOR AN INDIVIDUAL SPREADER IS 50 FEET.
2.3. MULTIPLE SPREADERS SHALL NOT BE PLACED UPHILL OR DOWNHILL FROM ONE ANOTHER.
2.4. THE AREA BELLOW THE SPREADER FOR A HORIZONTAL DISTANCE OF 100 FEET SHALL NOT EXCEED 20 PERCENT AND SHALL BE
COMPLETELY VEGETATED WITH NO AREAS OF INSTABILITY OR EROSION.
tiMY
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE TO THE SPREADER SHALL BE IMMEDIATELY REPAIRED.
3.2. THE DOWNSLOPE AREA SHALL BE CHECKED FOR SIGNS OF EROSION AND VERIFY THAT THE SPREADER IS NOT FUNCTIONING AS A
ow POINT OF DISCHARGE.
3.2.1. ANY ERODED AREAS SHALL BE IMMEDIATELY STABILIZED,AND THE CAUSE DETERMINED AND ELIMINATED IF POSSIBLE.
rrs
ti�x o
PUBLIC WORKS LEVEL SPREADER DETAIL STA. PLAN - 217.50
wDEPARTMENT AND CROSS SECTION
MARCH 2O08
to
3
m t.E�ENI�:
PROPERTY LINE. APKICAN'T: Molene McResident
600 NE Z
[OFFSHE
T. CENTERLINE --- - Sometown,Street
ST.
(206) 555-1212
ON-OUR - — — — -
ETLAND 1 PROJECT PARCEL NO.= 322708
PROJECT ADDRESS= 7519 NE 0 Street
TEEP SLOPE 40%F (proposed) Sometown, WA. 98111
( � /�� SECT!ON/TOWNSVIIP/RANGE: 32-27-08
i
DRAINAGE -� cS. TOTAL SITE ACREAGE: 1.69
rrZ/.!I!'1L1LZCnr/lrj[lI71IlS�1TlLCC Nti P ' ELEV. f0'CAL IMPERVIOUS AREA; 8950 S0, FT.
BENCHMARK: 44.0'
FIRE HYDRANTf�
480' AT BAS[_ AF /' W W --FLAG WETLAND EDGE
i th v W/ S.A.S.S.
W W W+ TAPE
ELEV. '~ `�
/ 460' ^'+55'� v \
� TOE OF 1 �
\ \ SLOPE4 \ W
\ \ _ -- —460' \ N
TOP OF 480•\ ~ — ` -¢70,`
�\ \
SLOPE --� '
� 475'__ `' ` _ -� SCALE: t"=40'
l I
8�. a
J � _
I \
I SILT FENCE
\ "7) 90.
4gs, V
APPROX. AREA TO 8E CLEARED.
ALL EXPOSED SOILS WILL BE
\i MULCHED WHEN NOT BEING WORKED. \
\ IN
MARK CLEARING LIN41T \
� \ W/ S.A.S.B" FENCE
�SOO, /�Rocx .INSTRUCTION \
/ ENTRANCe
I \
4g8 � ELEV.
E1 F1' _ \\ 495'
502' -
- 290'
NEE
STD. PLAN -- 218.00
* PUBLIC WORKS SAMPLE SMALL SITE
� N CQc' DEPARTMENT EROSION CONTROL PLAN
MARCH 2008
tt� Y
O.O. limns of pipe (, W(see note 4)
compaction
m 3'max. fmit of pipe zone
bedding
do ooC material c
for flexible
pipe(see
note 6)
0.15 O.D.min. ,
limits of pipe
compaction 0.65 D.D.min.
_ foundation
levet
gravej backfill gravel backfill for
i for pipe bedding foundations when speed
A=4-min.27-W.and under
fi"min.,over 2T I.D.
A.Metal and Concrete Pipe
tt�r Bedding for Flexible Pipe
span span span 3'max
Xx ------►{�3 max)- Flexible Pipe NOTES:
tilt _ �r1. Provide uniform support under barrels.
tom' 2. Hand tamp under haunches.
3. Compact bedding material to 95%max.density;directly
ar over pipe,hand tamp only.
L 0.15 rise min. 4. See"Excavation and Preparation of Trench"in sanitary
f1 - sewers section of the standard WSDOT/APWA
limits of pipe specifications for trench width*V and trenching
compaction 0,65 rise min. options. The pipe zone will be the actual trench width.
The minimum concrete width shall be 1 2'1.D.=18".
gravel backfi8 gravel backfill for 5. Trench backfill shall conform to"Backfilling Sewer
for pipe bedding foundations when specified
Trenches"in the sanitary sewers section of the
WSDOT/APWA standard specifications,except that
rocks or lumps larger than 1"per foot of pipe diameter
B. ripe- Arch installation shall not be used in the backfill material.
+r11� 6. See"Bedding Material for Flexible Pipe"In aggregates
section of the WSDOTlAPWA standard specifications
for the material specifications.
Rigid Pipe NOTES:
1. Pipe compaction limits shown on this plan are for pipe
construction in an embankment. For pipe construction
in a trench,the horizontal limits of the pipe compaction
zone shall be the walls of the trench.
2. All steel and aluminum pipe and pipe-arches shall be
installed in accordance with design A.
o� 3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0,5'loose layers and
installed in accordance with design A. compacted to 95%maximum density.
4. Concrete pipe,plain or with circular reinforcement,shall
be installed with design A. Method B or C compaction(WSDOT/APWA)
5. O.D.is equal to the outside diameter of a pipe or the standard specifications.)
outside span of pipe-arch. The dimensions shown as
O.D.with 3'maximum shall be O.D.until O.D.equals
3%at which point 3'shall be used.
1'-0"for diameters 12"through 42"and spans through Min.dist.
t� 50". 2'-0"for diameters greater than 42"and spans Pipe Size between
greater than 50". barrels
circular pipe 12"to 24" 12"
conc., LCPE,CMP 30"to 96" diam./2
r.r (diameter) 102"to 180" 4.8"
pipe-arch 18"to 36" _12"
metal only 43"to 142" span/3
(span) 148"to 199" 48"
tart
��Y o
PUBLIC WORKS PIPE COMPACTION STD. PIAN -- 220.00
VW P DEPARTMENT RESIGN AND BACKFILL
�"1v2a MARCH 2008
trtr
to
Y
END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE(SEE WSDOT STD.SPEC.7-02.3(1))
A
4k 1V OR STEEPER to
4"MAX. 44
THERMOPLASTIC PIPE
t
4k.1VOR
EEPER
4'MAX.
CONCRETE PIPE
END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE(SEE WSDOT STD.SPEC.7-02.3(1))
O O O
4H:7VOR STEEpFR
4"MAX
METAL PIPE
NOTES
I. The culvert ends shall be beveled to match the embankment or ditch
slope and shall not be beveled flatter than 4H:1 V. When slopes are
between 4H:1 V and 6H:IV,shape the slope in the vicintiy of the
culvert end to ensure that no part of the culvert protrudes more than
4"above the ground tine.
2 Field cutting of culvert ends is permitted when approved by the Engineer.
All field-cut culvert pipe shall be treated with treatment as shown In the
Standard Specifications or General Special Provisions.
4�x o STD. PLAN — 221.00
nj PUBLIC WORKS
DEPARTMENT BEVELED END SECTIONS
MARCH 2008
+Ir
y DwM
oR
S, ppN y S2 T
T PIPE �--� �F SPAN
a O FILL SLOPE TOE PLATE
EXTENSION-
REINFORCED EDGE E-` L EXTENSION-
PIPE y REWFORCED EDGE WHEN REQUIRED,
DIppL (SEE NOTE 6) g (SEE NOTE B) SLppE GALVANIZED
t b GALVANIZED 1---I )" �- 'V 1 ALUMINUM,SAME
STEEL OR- T T GAGE ASS KIRT,
STEEL OR
m rI ALUMINUM SKIRT •° 1 I`
LAPP
TXT PLATEEXTENSION
TOE PLATE
FASTENEDWr
A W A EXTENSION p W A EXT.SI. pMpE 2C RIVETS RIVE S S OR AL
t" SECTION A� GALVANIZED OOtY
A W A
PIPE-ELEVATION PIPE&PIPE ARCH-E PLAN PIPE ARCH^ELEVATION D MAX,CENTERS.
PIPE ri z
i z
•a 4
a L CONNECTOR
PIPE
n F PIPE .-TION � n
CONNECTOR LUG 6 p 6
TrfAEADEO RDp (SEE NOTES) i 7HREAOEO ROD C O
END SECT
ON
END SECTION END SECTION
FOR tY THRU 24'PPE FOR 3P THRU 84'PWEFOR 42"In IRU 84'PIPE AND
AND 1 r x 137 THRU AND 35'x 24'THRU 49'x 3T THRU 83'x Sr PIPE ARCH
28'x 20'PPE ARCH WITH 83'x 6r PIPE ARCH WITH WITH ANNULAR END CORRUGATIONS,AND ALL
ANNULAR END CORRUGATIONS ANNULAR END CORRUGATIONS HELICAL.END CORRUGATED PIPE AND PPE ARCH
Aw TYPE 1 TYPE 2 TYPE 3
DESIGN A NOTES
CONNECTION TO METAL PIPE 1.The diameter or the end section of Design B shall thatch the inside
t diameter of the concrete pipe.
a 2.Skirt sections shag be made In one
piece for round pipe vrith e
21 1 a diameter or 12'to 24"inclusive and for pipe arches with a rise
CONCRETE PIPE AFTER UMLAP a=
RFTER EXPANSION u o of 73"to 20'inctusive.Skirt sections for larger sizes of pipes may
S be multiple pieces In conformance unlh the tabulated values shown.
LESS THAN 3D'OIAM.Y TL{ 3.Design A end sections for 42"thru 84'diameter and 43"x 33"thru
30'014M.AND OVER,13' fn! SMOOTH GALVANIZED STEEL 83"x57'arch tvilh 8nm4181'corrugations and eA helically corrugated
ORALUMINUMPWE Y g
pipe arch include one foot of pipe length as a connector section.
PIVOT BOLT EXPANDER LUG The
connwor section shag be attached to the and section by
%
DESIGN B rivets or bolts and shag be the some thickness as the end section.
CONNECTION TO CONCRETE PIPE 4,Design C may be used in lieu of Design A for all metal pipe sizes
INLET END ONLY except as noted. Coupling bands may he any acceptable type for
the pipe speawd.
lft L• S.Multiple panel skins shag have 2"lap seams tightly
PIPE COUPLING BAND,SHOP BOLTED TO FLARED PIPS • g ly joined by 3�8'
END SECTION W TH"'ROLTS AT 6'ON CENTER y=a stainless steel rivets or galvanized bogs on 6'max,centers.
MAXIMUM OR EQUIVALENT RIFTED OR WEtDi:U a 2
CONNECTION.FOR USE WITH ALL SIZES OF PIPE
AND PPE ARCH WITH ANNULAR ENDS. 6 6.The reinforced edges of the following size End Sections shall be
n" supplemented with galvanized steel stiffener angles:
i� ENq SECTI0.N
DESIGN C 60"thro 72"diameter pipe...............................2"x 2"x 1/4"angle
CONNECTION TO METAL OR CONCRETE PIPE 78"and"'diameter pipe,and
OUTLET ONLY 77"x Sr&83"x 57"pipe arch...........21/2"x 2 1R"x V4"angle
The above galvanized angles shag be attached by Wr galvanized
nuts and bolts.
7.Galvanized steel angle reinforcement will be placed under the
center parcel seams on the 72'lhru 84"diam.pipe and 77'x 52'
!� &83'x Sr pipe arch End Sections.
8.As an alternative ID the Connector lug and threaded rod Used on
12"ihru 24"culvert pipe,the attachment may be mode wilh a
1'vAde strap,16 gage galvanized steel fastened With a 12'diam„
6'long galvanized bog and one squarehead nut.
i
P PIPE ARCH
DIFF 5S
DIMENSIONS INCHES END PIPE ARCH THICKNESS DIMENSIONS INCHES END
T
DIAM, (INCHES A a H L W 7 SORT SECTION DIMENSION {INCHES) A B H t W T SKUTt SECTION
(INCHES} TOL OL 7OL SLOPE (INCHES) TOL TTOL. TOL �TTOL Cr SLOPE
STEEL ALUM. 1' MAX. 1' ,{,7 12if,Y 'M,Y (HEV) SPAN RISE STEEL ALUM. '�(+t' MRK 'IST. .L 7 1 tit.7 '7G T (H'h
12 0.054 0.060 6 8 0 21 24 34 1 PC, 2 12:1 17 13 0.004 0A60 7 9 e 7S 30 40 1 Pr- 2112:1
t5 0.654 0460 7 8 6 26 30 40 1 PC 2 121 21 f5 0.064 oAllo 7 10 6 23 35 40 1 PC. 212:1
18 0.684 Dow B t0 a 31 36 46 1 PG 212:1 24 18 0.064 0.050 8 12 6 28 42 52 1 PC. 212:1
21 0.084 0.060 9 12 B 36 42 52 1 PC. 2 12:1 28 20 0.064 0.075 9 14 6 32 48 58 1 PC. 212:1
24 0.061 01076 t0 13 6 41 48 58 1 PC. 2112:1 1 35 24 0.079 0.075 10 18 6 39 60 70 1 PC, 212:t
30 0.070 0.075 12 10 0 51 60 70 2 PC. 212:1 42 29 0.079 0.105 12 is 8 48 75 85 2 PC, 112:1
38 0.079 0.105 M1419 9 BD 72 94 2 PC. 2 12:1 49 33 0.104 0.105 73 21 9 53 88 103 2PC. 212:1
42 0.109 D.1ps 11 69 eA 708 2PC. 2121 57 3B 0,109 0.138 0.105 18 2R 12 63 90 114 3PC 212:1
48 0.109 0.105 12 70 90 112 2 PC 2 12:1 64 43 0.109 0.138 0.106 78 30 12 70 102 130 3 PC. 21q..:I
54 0.109 1T 84 t03 722 2PC. 212:1 71 47 0.109 0.138 0.735 18 39 i2 77 714 148 3PC. 212:1
00 0.09 0.138 12 87 114 134 3 PC, 7 314:1 77 52 0.109 0.138 18 3e 12 77 128 1.52 3PC, 1314:1
66 0.109 0.139 12 87 120 142 3PC. 112:1 83 57 O.tD9 0.}38 t8 39 12 7T SSB Ise RPG72 0.109 0.138 12 87 128 148 3 PC. 1 1A:1
76 0.108 0.1381 12 87 132 152 3 PC. 1114:1
84 0.109 1 0.136 18 45 12 87 138 58D 3PC. 7 7,6:1
Y
STD. PLAN - 221.10
+ PUBLIC WORKS
DEPARTMENT FLARED END SECTIONS
MARCH 2008
1ii11
3
X 1r e
t�
Smooth Coupling Band
for Smooth Pipe
material to be 3•
ASTM A 36 ed �I
plate galvanized l�
after fabrication
per ASTM A 123
9
r
slots to be
all holes tr'faz z
diam.
Pipe stakes
1§• 1g"
7'coupling band
or cou mg an
4 "
1r
Plate Detail
coupling band
NOTE.
1. The smooth coupling band shall be used in
�. collar(r pipe) combination with concrete pipe.
2. Concrete pipe without bell and spigot shall
not be installed on grades in excess of 20%.
weld —1d 3_ The first anchor shall be installed on the first
plate(see detail) section of the lower end of the pipe and
remaining anchors evenly spaced throughout
the installation.
material to be ASTM 4. If the pipe being installed has a manhole or
A 36 galvanized after
12'z 6'pipe stales fabrication per ASTM catch basin on the lower end of the pipe,the
each side of advert A 153 first pipe anchor may be eliminated.
5. When CMP is used,the anchors may be
attached to the coupling bands used to join
Ilatten to point the pipe as long as the specified spacing is
Anchor Assembly not exceeded.
Corrugated Metal Pipe 6. All pipe anchors shall be securely installed
before backfilling around the pipe.
�Y STD. PLAN - 221.20
PUBLIC WORKS DETAILS FOR COUPLING BANDS
DEPAR'T'MENT FOR CORRUGATED METAL PIPES
gN,tp MARCH 2008
arr
a
z
i
rlli �
1� `ry1
concrete block
�r
.. ev.
concrete block anchor
f�
pipe bedding
strap-footing anchor
t•
—►- 6"min(typical)�00
—
I �
Amin
1'min.diameter
R.,¢..a'. ",:'o':/>'.:a:• 6"min steel rod(strap)
:'a.:°4..6.:;!•:.:....:.:,...:.•'. 1' Oclamped securely
.;;,...':Y�:v.,ic:'s�::.:.•. to pipe,
nin
concrete
keyed into 61 concrete footing
undisturbed soil SECTION A-A ';tai.; R'.'`; i'' keyed into
as stwvmNTS undisturbed soil
;:��.1�'t:' ':.Plc• as shown
� v�mo nedia._I
SECTION B-H
NTS
Note:
For SWPE,pipe must be free to
grr slide inside a 4'long section of pipe
one size diameter larger.
I�
o STD. PLAN -- 221.30
PUBLIC WORKS
DEPARTMENT STRAP PIPE ANCHOR DETAIL
MARCH 2008
i�r
ri
REFORMED PIPE ENDS
112'x 6'BOLT(IYP.)
E»
BAND LAP NOT SHOWN
FOR CLARITY(7YP.)
TYPE D TYPE D
ANNULAR CORRUGATED HAND BAND ANGLE CONNECTOR DETAIL
COUPLING BAND DIMENSION TABLE
(ALL DIMENSIONS ARE IN INCHES) Ila
BAND CORRUGATION PIPE I MIN. GASKET
TYPE PITCH-DEPTH DIAM. W TYPE
22!3x12
OR
3.1 12-04 12 SLEEVE '
tw REFORMEDTO
Wr, D 2213x12
to 3 x 1
REFORMED TO 90-144 24 SLEEVE
2213x12
z D 3 x 1 36-6D 12 SLEEVE
j REFORME3TO 66-108 24
2 213 x 12
i�
dill
PUBLIC WORKS COUPLING BANDS STD. PLAN - 221.40
DEPARTMENT FOR CORRUGATED METAL PIPES
TYPE D MARCH 2008
wr
NIS
� X
r
m
z
MITI
i/
EFORMED PIPE EN
1 w 1I2'x F BOLT(TYP)
i11ID �^
TYPE F TYPE F TYPE F
SEMI-CORRUGATED BAND BAND ANGLE CONNECTOR DETAIL BARS STRAP CONNECTOR DETAIL
1
®YID
COUPLING BAND DIMENSION TABLE
(ALL DIMENSIONS ARE IN INCHES)
BAND CORRUGATION PIPE. MIN. GASKET
as TYPE PITCH x DEPTH DIAM, W TYPE
w 2V3x 1/2
OR
I: 3x1 12-&4 1012 O-RING
REFORMED TO
2 213 x 12
z
Z
w :z F 22/3%112 12-48 012 -RING
d
Ir
d
�1
�y TYPE F
PUBLIC WORKS COUPLING BANDS FOR STD. FLAN - 221.54
DEPARTMENT
�t.N,tp CORRUGATED METAL PIPES MARCH 2008
r.
FILL SLOPE-VARIABLE ?, o w 2" } #4 BARS EQUALLY SPACED 2-
y w Z 16"MAX.CENTER TO CENTER
H wT w y +
CF QIj. o _w - _ COMMERCIAL
Sia �TFQTysp w az CONCRETE
O q
3 `�TFR w toO
m rri
Vs
( A] _ I I ANCHOR BOLTS-
EQUALLY SPACED,24"
MAX.CENTER TO CENTER
?q, N (SEE NOTE 3)
Ed HSM S14
s*sn
r
STRUCTURAL PLATE PIPE ARCHES AND UNDERPASSES
FILL SLOPE
VARIABLE
2' #4 BARS EQUALLY SPACED 2"
�y W 8'MAX.CENTER TO CENTER
/ r
16. B U W
�T MRC£Qu Z y O COMMERCIAL
w �-~ CONCRETE
6R rQcp�C y a F W
1 F m
w 0 D
a `n
> a
m�
A �• ANCHOR BOLTS- 10
EQUALLY SPACED,24"
MAX.CENTER TO CENTER
a(SEENOTE3)
C
6'
n 13/4 D/4 1111111111
DtD/2
PIPES AND STRUCTURAL PLATE PIPES-STEP MITERED PIPE
FILL SLOPE 11111111
-VARIABLE
2" #4 BARS EQUALLY SPACED� 2'/ 8'MAX.CENTER TO CENTER r
/ Xrq
ANCHOR BOLTS-
p� Ftir'9(� EQUALLY SPACED,24"
9 \FR�.rSp MAX.CENTER TO CENTER 8"
`� OCFAC�p (SEE NOTE 3)
FR Dbl
A COMMERCIAL �
CONCRETE
314'BOLT 2 1n"
a
p�?4' ANCHOR BOLT DETAIL will
�11 D/4
D-W2
PIPES AND STRUCTURAL PLATE PIPES-FULL MITERED PIPE
NOTES
13*1312 OR StW 1. The variable dimension indicated for the height of stepfor stepmitered
FILL SLOPE pipes shall conform to the manufacturers recommendtions uless speci-
fied differently on the pians or in the Special Provisions.
2. Reinforcing steel shall have 1 112"min.clear cover to all concrete surfaces.
ANCHOR BOLT
SEE DETAIL&NOTE 3 3. Headwalls for concrete culvert pipe may omit anchor bolt attachment.
PIPE
4. When steel pipe safety bars ar used,headwall thickness shall be increased
to 8".
SECTION t A 1
HEADWALLS FOR CULVERT STD. �'� -' 222.00
PUBLIC WORKS
DEPARTMENfi . PIPE AND UNDERPASS
MARCH 2008
tl
N
Y
� 314"RESIN BONDED
ANCHOHEADWALL SEENOTE4P)
SEE NOTE 5 NOTCH BOTTOM OF
� m ANCHOR PIPE TO ALLOWx 4"SLOT WITH
ZE
PLACEMENT(TVP.) HOLE A7 BOTTOM
P)
(TYP•)
8"x 24'x 5B"
�J SAFETY BAR STEEL PLATE
STEEL PLATE FIELD CUT CULVERT TOT.
-SEE DETAIL MATCH BLOCKOUT IN HEADWALL
714 SAFETY BAR
tti TOP VIEW
CULVERT IS PERPENDICULAR TO ROADWAY STEEL PLATE DETAIL
4.5"DEEP
BLOCKOUT Oip
8" s' PLACE RESIN BONDED ANCHORS
IN FULL DEPTH CONCRETE(fYP.)
SEE NOTE
SLOPE TO MATCH
SIDE SLOPE
HEADWALL-
COMMERCIAL CONCRETE
CULVERT PIPE
OR PIPE ARCH--
to SEE NOTE 3
SAFETY BAR- ISOMETRIC VIE
SEE NOTE 2
Ift --CUT AND WELD
SOCKET-
SEE NOTE 1
do
ISOMETRIC CUTAWAY O 4"
CULVERT DI•M. gUMSEq OF&ARb
SOCKET SHALL EXTEND 314'DIAM.z IT THREADED ROD CENTERED REQUIRED
M INTO SAFETY BAR 4" THROUGH PIPE,SECURED WITH NUTS;OR un r'o.1w NOW
314"x 6'ANCHOR STUDS WELDED TO PIPE. 4r"Ea 1
{"",
SPACING SHALL BE 8"FROM TOP AND 8" 86 Z
F2'fl FROM BOTTOM OF CONCRETE(TYP.) 96 I'a
M
NOTES
HEADWALL 1. Sockets shall be 3"extra strong steel pipe(3 1/2"O.D.). Sockets must be the
SEE NOTE 5 proper angle and height so that safety bars are parallel with headwall and side
slope,and are easily removable.
M
2. Safety Bars shalt be 4"extra strong steel pipe(4 12"O.D.),or 4 1/2"O.D.(250"
wall thickness)steel tubing. Length(20'maximum)shat)be the minimum re-
quired to achieve Resin Bonded Anchor placement in full depth concrete. When
o multiple bars are required(see table)place bars at equal spacing(30"max.).
M
3. Bevel culvert pipe to match side slope.
STEEL PLATE- 4. Resin bonded anchors shall be 7"in length(5'embedment).
SEE DETAIL
I CULVERT IS SKEWED TO ROADWAY 5. Centerline of headwall shall be normal to roadway centerline.
ar
�'�►�j��' PUBLIC WORKS TYPE 1 SAFETY BARS FOR
STD. PLAN - 222.10
DEPARTMENT STEPPED CULVERT PIPE
OR PIPE ARCH MARCH 2008
t�lr
Y
FINISHED
} GROUND
z 0/4 D D14
a SEE NOTE 1 CULVERT CROWN
g FIELD CUT PIPE BEVEL �
w fN
f
OTE
�
SEENOrF2B
SfENOTf2� CULVERTINVERT
EE NOTE3
• -- J -1 , . it
SIDE VIEW
• cif
FRONT VIEW
10" TYPF4�
5 3/4'.3/4'DIAM.THREADED
1112" i12' ROD,4'EMBEDMENT WITH HEADWALL-SEE
HEX HEAD NUT(rYP.) STO,PLAN 8.7520
(TYP•} TYP, ) FOR DETAILS SAFETY BAR1MAX. C 1"MAX.—{ 3/4"MAX.(TYP•)
I
RESIN BONDED
A � a ANCHOR(fYP.)
A• A D-2' A 312'-3 Ur BLOCKOUT(TYP.)
SE:E NOTE 1 INSTALL RESIN BONDED —FIELD-CUT CULVERT TO MATCH
SECTION
ANCHOR(TYP-) BLOCKOUT IN HEADWALL
O �
t0' TYP. •5 314"x 3/4'DIAM.THREADED
PiPE
1 112" 3 112" 4' ROD,4-EMBEDMENT WITH OR PIPE ARCH
HEX HEAD NUT(TYP.) OR PIPE ARCH
C 3J4"MAX.(TYP.)
ISOMETRIC VIEW
WARIES lid
D-2"1"MSEE NOTE 1NSTALL RESIN BONDEDANCHOR(TYP.)
SECTION O
718'DIAM.HOLE 318".4"x 10"
STEEL PLATE
NOTES
1.D=Inside Diameter of Culvert Pipe,or Pipe Arch Span Width,36"maximum.
114 3 (TYP.)
2•The distance between the safety bars,and between the top bar and the culvert
3"x 3'.5116" Crown,shall be equal spaces of no more than 24". The distance may vary'/Ul"
STRUCTURAL TUBING between bars to facilitate placement.
3.
Slope shall match Side Slope;6H:IV preferred,not steeper than 4H:1V.
SECTION O
�Y
�',�►��'� PUBLIC WORKS TYPE 2 SAFETY BARS STD. PLArt - 222.20
DEPARTMENT FOR CULVERT OR PIPE
NTQ ARC (ON CROSS ROADS) MARCH 2Ofla
velli
ar
g
3
m
x
rr
r
m
3:
0
aai
arl
0 0
PIAN
ISOMETRIC
ilrr
Irrr
12'MIN `/ \
110 /
io L/2
L
rr 3"
CE
as• `
---� 1-- 4"MAX.(TYPI
DIA.SMOOTH BAR
PIPE COUPLING -- SPOT WELD BARS TO AT LEAST 2 ENO VIEW
rtr CMP OR CPEP SM00TJ CORRECA71ONS OF METAL PIPE (TYP)
INTERIOR BOLT TO CPEP SMOOTH
INTERIOR PIPE.
SIDE VIEW
ittMl
art
NOTE:
1. This debris barrier is for use outside roadways on pipes
36"dia.and smaller.
2. See drawing 223.10 for debris barriers on pipes projecting
from driveways or roadway side slopes.
3. All steel parts must be galvanized and asphalt coated.
(Treatment 1 or better).
4. CPEP-smooth Interior pipe requires bolts to secure
ars debris barrier to pipe.
111111
Gtiz °,n
+ � � PUBLIC WORKS DEBRIS BARRIER STD. PLAN — 223.00
DEPARTMENT
MARCH 2008
a
a$1/i
2
Y
T MAY BE REMOVED
1
PLAN VIEW
314"DIA.SMOOTH BARS WITH ENDS
WELDED TO BAR FRAME
4'O,C.MAX.
DIA. BAR SPACING
BAR-FRAME
END VIEW
2'X5"ANCHOR STRIPS WELDED TO 3!4'DIA.BAR-FRAME(4
4NO11-CORROSIVE
LACES)SPACED UNIFORMLY,FASTEN WITH 1J2'GALV.OR
BOLTS&NUTS.
P MIN
T ,
L3"-5'FOR IV DIA.
5"-8'FOR 24'DIA.
PIPE BEVELED PIPE 7"-9'FOR 3Q"DIA.AND GREATER
COUPLING END SECTION
SIDE VIEW
NOTES:
1. CMP'end-section shown
2. All steel parts must be galvanized
and asphalt coated(Treatment 1 or better),
or CPEP smooth interior
PUBLIC WORKS DEBRIS BARRIER STD. PLAN — 223.I0
DEPARTMENT FOR CONCRETE PIPE
MARCH 2008
t�
g
m
pipe O.D,
�I11 1'-0 I ' t 1'-0
rnin min end cap or plug flow to second
dispersal trench
clean out wve from pipe if necessary
t notched
grade board min 6Perforated pipe laid flatAevel
2"x Z"notches
18"O.C.
type I CS w/solid cover(tocking)
A A
50' type li Ca
j� w/solid cover
■ influent pipe(max daslgn
flows0.5 CFS per trench)
clean out wye from pipe
flow to other
branching CB's
as necessary
PLAN
NTS
galvanized bolls
Pipe O.D.
'20%ma
min min / �•--18"O.C.--I
pressure
treated grade \, /\\!\\!\\!\\! � 2"grade
board /\\\ \!!/\\!!/\ ///� board notches ?"
. !/!\
min 6'perforated
pipe laid Oat
r
clean(-5%fines)
1 `washed rock
4'X 4'support _
1M1 m E
filter fabric
SECTION A-A
NTS
Ifs
'15%max for flow control/waterquaRty'
treatment in rural areas.
NOTES:
1. This trench shall be constructed so as to prevent point discharge and/or erosion.
2. Trenches may be placed no closer than 50 feet to one another,(100 feet along flowline)
tM 3, Trench and grade board must be level. Align to follow contours of site,
4. Support post spacing as required by soil conditions to ensure grade board remains level.
rl�l
X
PUBLIC WORKS 50 FOOT DISPERSION TRENCH STD. PLAN — 224.00
DEPARTMENT WITH NOTCHED BOARD
FNzo MARCH 2008
t+r
+rrr
6'0 MIN.ROOF DRAIN STUB WITH CLEANOUT,TYP
/ LOT LINE,TYP.
a
HOUSE
TYP,
PRIVATE ROOF DRAIN �^ PUBLIC STORM SYSTEM Y
COLLECTOR PIPE; PRIVATE STORM SEWER
6 0 MIN., 3.00'MIN.BETWEEN CTR,OF PIPE AND R.O.W.
0.5%MIN.SLOPE,
2 FT.MIN.COVER
CLEANOUT,TYP.AT EVERY 90',
CURB,SIDEWALK OR 2ND 45'BEND,AND AT 300 FT.MAX.SPACING ON
STRAIGHT SECTIONS
R.O.W.LINE
PRIVATE JOINT
UTILITY EASEMENT,
ROOF DRAIN TO CONNECT INTO CITY CB,MIF.SIZE TYPE I
5'MIN.WIDTH
NOTES: will
1.PIPE MATERIALS ALLOWED:PVC,LCPE,TRIPLE WALL POLYETHYLENE (&Di.IF NECESSARY FOR STRENGTH)
2.THE ROOF&FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED
1 FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS,OR TO THE NEXT DOWNSTREAM CB.
4.ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY,SIZED FOR 25-YEAR PEAK FLOW.
tiZY o TYPICAL ROOF DRAIN STD. PLAN _ 225.00
PUBLIC WORKS COLLECTION STORM SYSTEM
.� DEPARTMENT CIVIL PLANS
MARCH 2008
+
r
'MIN CLEANOUT,TVP.
CAP.AND WHERE
PAVEMENT;IRON RING&
Mp
T%PROPERTYLINE COVER PER IFCO#247
OR EQUIVALENT
ATCH BASIN-AREA DRAIN
TEE
5' MIN, 45'BEND
m PERMANENT CAP OR CONNECT PIPE
SMIN. --� PRIVATE,JOINT USE UTILITY EASEME
0
O 45'WYE
K
TEE,CROSS,OR 45'WYE AT BENDS
CLEAN-OUTWITH
PERMANENTCAP CLEAN-OUT DETAIL
CATCH BASIN-AREA DRAIN
irr
SECTION A-A
ALIGN PIPE TOPS,OR
PLACE ROOF DRAIN
HIGHER.
ow
VARIES
O
2'MIN. COVER OVER
COLLECTOR LINE
TEMPORARY CAP 00 END OF ROOF DRAIN STUB,
MARKED BY 2'x V STAKE
PLACE CLEANOUT AT 300'MAX.SPACE,AT 90'BENDS,
EACH 2ND 45'BEND, SECTION 8-13
PIPE ENDS
go
NOTE:
ift MIN.PIPE SIZE 6'0
PIPE MATERIALS ALLOWED:PVC,LINED CPE,TRIPLE WALL
POLYETHYLENE,DI(IF NEEDED FOR STRENGTH).
Yi/
Mir
TYPICAL PRIVATE ROOF DRAIN STD. PLAN - 225.10
PUBLIC WORKS
DEPARTMENT COLLECTION SYSTEM[
MIr N f0 CROSS SECTION MARCH 2008
err
PLAN
L t0'MIN. � 5'MIN. �
I
Jy�
�O
T
A CATCH BASIN
ROOF DOWN SPOUT WITH OVERFLOW WYE
AND SPLASH BLOCK
ELEVATION
12" MIN.
2' - j 4'0 SOLID PIPE
4'0 RIGID PERFORATED PIPE
OR 6'0 FLEXIBLE PERFORATED PWE 1
PROP TEE )
BACKFILL
4'0 RIGID PERFORATED PIPE W MIN.SPACING BETWEEN
TOP OF PIPE AND FILTER FABRIC
ir MK
FILTER FABRIC AROUND TRENCH
t2'MIN.
WASHED ROCK
_ I _ t.5'0 TO 0.75'0
-�I 24'
SECTION A-A
w� p STD. PLAN - 225.20
G � PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT
DEPARTMENT INFILTRATION TRENCH
�,N,tp MARCH 2008
.Ir
w
�Itrf
access ram
into pen
15%max. tfact lines as required
slope
W pond inlet pipe 3:1 PREFER
2:1 MAxMMUM
W*
V sediment
storage
n
iW pond design o `Y
water surface m
c
C
d
w
levet E alternate emergency outflow
tf� bottom y✓ structure for ponds not required
V' to provide a spillway
No 4_
compacted
embankment
control
structure
01111o
B B
`Y
go emergency overflow
spillway rock lining
A
NOTE- C
t.This detail Is a schematic representation only. Actual configuration
Mfr will vary depending on specific site constraints and applicable
design criteria.
2.Access Road shall meet the following design criteria.
2.1. maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
Ilrlf 2.2. Outside turning radius shall be 40 feet,minimum,
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shag be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences,Fence shall be provided around facility allowing proper maintenance per standard details unless
•r otherwise specified.
+ PUBLIC WORKS TYPICAL DETENTION POND STD. PLAN - 234.00
DEPARTMENT
�N�p MARCH 2008
+r
Illi
TOP WIDTH OF BERM
CONTROLSTRUCTURE
EMERGENCY OVERFLOW WS 6'MIN.12115'MIN.
4 OVERFLOW WS a FOR ACCESS ROAD
� v
m POND DESIGN WS
BERM EXISTING GROUND
DEBRIS BARRIER �" EMBANKMENT F PROFILE
..a" orMAXIMUM ELEVATION
$ 10-yr W.S.
O
-- \KEY,IF REQUIRED�"'
6"SEDIMENT
STORAGE SECTION A-A
{ CIRCUMFERENCE LENGTH OF
OPENING FOR 100 yr FLOW
POND DESIGN OVERFLOW WS
W.S. FRAME/GRATE FOR SECONDARY INLET.
PROVIDE VERTICAL BARS IN FRAME @
4-O.C.(OTHER SYSTEMS ACCEPTABLE IF APPROVED BY DDES)
SEE ALSO THE SEPARATE OVERFLOW STRUCTURE
SECTION a-a
SECTION B-B has 2 options
(AS REQUIRED)
2"ASPHALT `
(FOR SPILLWAYS ON ACCESS ROADS)
EMERGENCY OVERFLOW WATER SURFACE -
6'MIN FRFFBOARn 3 3 o,
OVERFLOW WS v •' r
' .003J [ 7. Off. c 0 SIGN WS
SECTION B-B V ROCK LINING
Emergency Overflow Spillway
NTS
OVERFLOW WS
DESIGN WS EfvIERGENCYOVERFLOW WS �7
4 =
ROCK LINING PER
COMPACTED "' ..
EMBANKMENT ^^ gg
SECTION C-C
NOTE.
1.This detail is a schematic representation only. Actual configuration
will vary depending on specific site constraints and applicable
design criteria.
2.Access Road shall meet the following design criteria.
2.1, maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
2.2. Outside turning radius shall be 40 feet,minimum.
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
otherwise specified.
STD. PLAN - 234.10
+ + PUBLIC WORKS TYPICAL. DETENTION POND
DEPARTMENT SECTIONS
MARCH 2008
+qtr
N
15'(typ)see note i
DIAMETER SMOOTH 4 hook clamps evenly
z BARS EQUALLY SPACED placed see detail below
(4"O-C.MAX.)
eta o
A J A Provide maintenance access
welding 4 crossbars to 4
vertical bars as shown.
Hinge upper ends with flanges/
1 bolts and provide locking
11 mechanism(padlock)on
lower end.
Locate steps directly below.
ilk
PLAN VIEW
NTS
DIA.SMOOTH ROUND BARS
LOWER STEEL BAND 4"x 4"WIDE WELDED EQUALLY SPACED.
FORMED TO F3T ON GROVE BARS SHALL BE WELDED TO
OF C.B.RISER UPPER&LOWER BANDS
(24 BANDS EVENLY SPACED SEE
NOTE 1)
24'
UPPER STEEL tSEE
BAND aK"X 4"-M� NOTE i
WIDE
TYPE 2 CB
STANDARD GALVANIZED
STEPS OR LADDER
AS°
SMOOTH
rill VERTICAL BARS
C.B.RISER SECT>tON A--A
NTS
HOOK CLAMP
CNCHORED
TO C.B.RISER
1<?ETAEt H001C CLALMN'
iflW
NTS
NOTES:
40
1.Dimensions are for illustration on 54"diameter CB. For different diameter CB's adjust to maintain 45°angle on
"vertical"bars and 7"o.c.maximum spacing of bars around lower steel band.
2.Metal parts must be corrosion resistant•,steel bars must be galvanized.The use of steel is prefer.
3.This debris barrier is also recommended for use on the inlet to roadway cross-culverts with high potential for debris
JIM collection(except on type 2 streams)
4.This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way
t»
do
PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN — 234.20
am �, DEPARTIvMENT r-- MARCH 2008
.r
+
————
optional parallel tank
I ( access risers
1 `) �t
i 36" f
I (max spacing shown below)
I ! min.diameter
inlet pipe same as inter pipe
(Dackupsystems, t1t1PPP�III^^^ _.—.._--__.—_-------------------� I `I_�J
where allowed) I 2'min
+Ir
A � A
Z't'
- 36'
Oinlet pipe
(flow tbrougR}
str
type 2 C8 required
access risers for Row through
system only
PLAN VIEW
NTS
"Flow-through'systam shown solid.
Designs for"flow backup"system and
parallel tanks shown dashed
2'min.diameter air vent
pipe welded to tank
(required if no across
riser on tank)
400'max -
access risers
50'max
171 T max
sediment storage
�k
2' do 36"min. size as required 2'max
2•min diameter(typ)
control structure
(PROP-T shown)
min.W dia. SECTION A-A
Type 2 CB NTS
"Flow-through'system shown solid.
NOTE:
All metal parts corrosion resistant.
Steel parts galvanized and asphalt
coated(Treatment 1 or better)
* + PUBLIC WORKS TYPICAL DETENTION TANK
STD. PLAN - 235.00
DEPARTMENT Ni
Ftp MARCH 2008
itrs
tart
tr
standard type 2.60"diam.
C8 concrete top stab
frame locking lid
f (marked'DRAIN")
mounted over 24'diam.
-{+ — eccentric opening
No 36'CMP riser
4— 6"
to PLAN
NTS
as standard locking maintain 1"gap between
bottom of slab&top of
riser-provide pliable
gasket to exclude dirt
36'
compacted pipe bedding
riser,36'diam.min.,
same material&gage as
tank welded or fused to tank
M.H.steps 12'O.C_
24"
max
weld or bolt
standard M.H.steps detention tank
SECTION
NTS
I1+D't'i~S:
1. Use adjusting blocks as required to bring frame to guide.
2. All materials to be aluminum or galvanized and asphalt coated(Treatment 1 or better).
3. Must be located for access by maintenance vehicles.
4. May substitute WSDOT special Type N manhole(RCP only).
■111
rr
Y
PUBLIC WORKS DETENTION TANK STD. PLAN — 235.10
No � Tod DEPARTMENT ACCESS DETAIL
MARCH 2008
111110
outlet pipe
`---------._.._._.------- — SII ,.
I $ III flow
flow , iI't
A 596
1
� f
i
—I ----r
II Ii ?
1 1 I I 5'%10'opening
I I I ( for vaults 2000 sf
I I I or greater flow area
I I I t iP�-.AN VfEW
optional I l I
5'x:0'access vault I I NTS
may be used in
fleuoftopaccess L----J
frames,grates and round solid covers
marked'DRAIN'with locking bolts,
wall flange
(typical) �-
-�lii
y DESIGN W.S. "Min.
no
© flow
acro I.,
ll
handholds, o
steps or ladder see
6*sediment
12" ftOW
storage o
12"
2'min. capacity of outlet pipe
not Mss than developed
100-yr design flow
2'r n.
SECTION A—A
4'minimum ----a-�
NTS ilii NOTES:
1. All metal parts must be corrosion resistant. Steel parts must be galvanized and
asphalt coated(treatment 1 or better},
2. Provide water stop at all cast-in-place construction joints.
Preceastvaults shall have approved rubber gasket system.
3. Vaults<10'wide must use removable lids.
4. Prefabricated vault sections may require structural modifications
to support 5'x 10'opening over main vault Alternatively,access
can be provided via a side vestibule as shown.
5, All vault areas must be within 50'of an access point.
6.For vaults under roadways,the removable panel must be located outside the travel lanes.
Alternatively,multiple standard locking manhole covers may be provided.Spacing of manhole
covers shall be 12 feet,measured on center,to facilitate removal of sediment.Ladders and
hand-holds need only be provided at the outlet pipe and inlet pipe,
�Y STD. PLAN - 236.00
+n j PUBLIC WORKS TYPICAL DETENTION VAULT
�,� ► DEPARTMENT
gN tp MARCH 200E
removable watertight
coupling or flange frame&solid cover
marked"DRAIN"with locking bolts
2"min. see note 3
elevation per plans
1'min,under
YID pavement 16"max.
F6. I vertical bar
—' grate for
max. 8"min. secondary inlet
design W.S. p
plate welded to elbow =
with orifice as specified elbow reslriclor,see detail
ELBOW pipe supports handholds,steps or
RESTRICTOR see Note 6 ladder
im DETAIL 1.5 x D
` min. 2'min.
Tdutlet pipe inlet
D see notes 1& J
dip¢
_L. G shear gale with control
Invert and elevation .E rod for cleanoutfdrain
per plans H 12" (rod bent as required
for vertical alignment
12" with cover)
C==== E
welded restrictor plate iv 12"
with orifice diameter as
specified(not needed If
for spill control only)
SECTION A-A
ISOMETRIC
i� 2'min.clearance
to any portion of frop-T
including elbows
t
A �
NOTES: A/
�rll 1. Use a mimimum of a 54"diameter type 2
catch basin. l
2. Outlet Capacity: 100-Year developed angle as
peak flow. necessary
3. Metal Parts: Corrosion resistant. elbow restriciw n
see note 7 adddonal ladder rungs
Non Galvanized arcs erferred. fin sets)to allow access
t Galvanized pipe parts o have asphalt see detail 2'min. to tanks or vaults when
treatment 1. `_ catch is fitledwithwater
4. Frame and ladder or steps offset so:
A. Cleanout gate is visible from top.
til B. Climb-down space is clear of riser and
cleanout gate. PLAN VIEW
C. Frame is dear of curb.
5. If metal outlet pipe connects to cement
concrete pipe:outlet pipe to have smooth
tirl O.D.equal to concrete pipe I.D.less 4".
6. Provide at least one 3"X.090 gage support bracket anchored to concrete wall.
(maximum 3'-0"vertical spacing)
7. Locate elbow restdctor(s)as necessary to provide minimum ctearance as shown.
8. Locate additional ladder rungs In structures used as access to tanks and vaults to
as allow access when catch basin is filled with water.
nII
ri
} PUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 237.00
DEPARTMENT OIL POLLUTION CONTROL
TEE MARCH 2008
Frame and round attach shear gate
solid cover marked"DRAIN" control rod to support '
with locking bolts.
bracket on Inside of
access opening
frame elevation
I'min,under per plans
1'rainpavement maz"
� max ws.
overflow conditions DESIGN W.S. 6T"min.
O = T
handholds, - shear gate with
elbow restdctors ~- steps or ladder control rod for drain
see detail below Q,
O I orifice plate 10 gage
(Q H minimum galvanized
flow steel with orifice
0 diameter V minimum
Q less than diameter of
2'min 0 concrete hote
2'}n. a
SECTION A-A SECTION B-B
NTS NTS
B
A A 1W
B
PLAN VIEW
NTS
removable
water-tight
coupling
grouted ISOMETRIC
NTS
NOTES:
plate welded 6'min.
ro elbow with -T �.I outlet capacity: 100 year developed peak flow
oriwwle metal parts: corrosion resistant steel parts
specified galvanized and asphalt coaled.
\6"max, catch basin: type 2 minimum 72"diameter to
be constructed in accordance with
AASHTO M-199
ELBOW RESTRICTOR DETAIL unless otherwise spedified
orifices: sized and located as required with
NTS lowest orifice a minimum of 2'from base
WA
PUBLIC WORKS FLOW RESTRICTOR STD. PIAN - 237.10
t * DEPAR'T'MENT OIL POLLUTION CONTROL
BAFFLE MARCH 2008
itt.l
Frame and round solid
cover marked^DRAIN"with
locking bolls.
frame
s V min vnder �_elevation
pavement per pians
o
ilr 6"min. �
T DESIGN W.S.
T
I
O
i�
I.E.weir,inlet
+QI pipe and
drain
=aown
outlet pipe
Itr
W`e'ir shape flow
need
pc ftrm noe f�l E
performance 111 £
�v
oshear gate with
Q control rod for E
drain.See i.,r
outlet pipe
SECTION B-B SECTION A-A
NTS NTS
B handholds,
steps or ladder(Z places)
t
A � A
r11
01
Locale additional ladder shear gate
rungs{in sets)to allow / Locale horizontal for
access to tanks or vaults i clearance with ladder.
when sump is tilled Attach red to support
MIh urate' bracket on inside of
access opening
B
ISOMETRIC PLAN VIEW
NTS NTS
1111
NOTES;
Outlet Capacity: 100-year developed peak flow.
Metal Parts: corrosion resistant steel parts galvanized and asphalt coated.
Catch Basin: type 2 Min.72"diameter to be constructed in accordance with
AASHTO M-199 unless otherwise specified.
Baffle Wall: to be designed with concrete reinforcing as required.
Spill Control Requirements
J11f
11111
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+ + PUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 237.20
.. DEPARTMENT OIL POLLUTION CONTROL
NT WEIR MARCH 2008
rr
O
SX EVENLY SPACED
HOLES ON 10 318'BOLT
IRCLE FOR BOLTING TO
FLANGE CONNECTION. ,Z
1
LLI
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Lu
!(J
--- ---- '- -
SEE NOTE 5
]LEVEL LINE
'0
all
FRONT SIDE MAXIMUM OPENING OF GATE
HANDLE WITH LOCK PIN.
[o
0
ADJUSTABLE LOCK HOOK WITH LOCK SCREW,
O
LIFT HANDLE SHALL BE ATTACHED PER
Jyj 1'ROD OR TUBING,VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS.
LIFT HANDLE
NOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM 5-26-ZG-32a OR CAST IRON ASTM A48 CLASS 308 AS REQUIRED.
2. GATE SHALL BE 13 IN.DIAM.UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE.JOINED TO TEE SECTION BY BOLTING(THROUGH FLANGE),WELDING,OR OTHER SECURE MEANS.
4. LIFT ROD:AS SPECIFIED BY MFR.WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK
FASTENED TO FRAME OR UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT,STOP TAB,OR SOME OTHER DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.
7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN.DIAM.STAINLESS STEEL.
9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE,PROVIDED THEY MEET THE MATERIAL
SPECIFICATIONS ABOVE AND HAVE A SIX SOLT,10 3/8 IN.SOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
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PUBLIC WORKS FROP - T - SHEAR GATE DETAIL
STD. PLAN - 237.80
DEPARTMENT MARCH 2 8
�N,tp 00
ri
�Iw
X
access road
y semen! A
Ones as
© lines as required
�
inflow pipe
�d
sen ing pond
if required
i
connecting
Spdtway
+r�
rir
mrdiration pond
outflow!
Overflow
structure
emergency overflow spilkhey l
i
5'minimum
PLAN VIEW A
cverfiovdemergency overflow existing ground
12115'ff H>6`typ)
6'if H<6'
n \.\! 3:1 slope(typ)
\
\
SECTION A•A
NOTE:
�r 1.This detail Is a schematic representation only. Actual configuration
will vary depending on specific site constraints and applicable
design criteria.
2.Access Road shalt meet the following design criteria.
2.1. maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
2.2. Outside turning radius shall be 40 feet,minimum.
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
otherwise specified.
11/
�x
PUBLIC WORKS TYPICAL INFILTRATION POND STD. PLAN — 238.00
DEPARTMENT
MARCH 2008
Irr
g
3
N
Y
Y
Ill
optional paratlel tank
Faccess risers
(max spacing 100-ft) 1
- O settling vault or
type 2 C.B.
outlet pipe _ if required
access risers ��, inlet pipe
„f_ O O (flow through}
A A �
outletlover low
structure washed rock bedding
and backfill to top of tank,
PLAN VIEW min.2'beyond edges
NTS
2'min,diameter air vent
pipe welded to tank
idler fabric
on100r (required it no access
lop l 5o'max 1 'max 50-max f riser on tank)
ax
riser for infiltration only
for delentionrm5itraWn
sea Standard Detail 235.00 type 2 C.B.or settling
vault if required
S.
min.dead storage
O O O O O O O O Q O 0 0 0 —0
2' in,
a'min.
L detention tank 1"holes as
size as required required
overflow structure
min_54'( _washed rock bedding
type 2 C.B. and backfill to top of tank
36"min.dia.(iyp.)
SECTION A-A
NTS
NOTES:
1. All metal parts corrosion resistant.
2. Steel parts galvanized and asphalt coate(treatment 1 or better).
3. Filter fabric to be placed over washed rock ball.
4. The proposed bottom shall be at least 3 feet above the seasonal high water level and have at least 3 feet of permeable soil beneath the bottom.
C�
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PUBLIC WORKS TYPICAL. INFILTRATION TANK STD. PLAN — 238.10
DEPAR'.CMENT
MARCH 2008
LADDER(TYP.)
3
h ACCESS COVER(TYP.)W/LADDER ACCESS
TO VAULT, IF>1250$F,PROVIDE 5 X 10
REMOVABLE PANEL OVER INLEWOUTLET PIPE.
m INFLOW 20'MAX
(RECOMMENDED
5'MAX.
111 O �
INLET PIPE(8"MIN.) OUTLET PIPE (8"MIN.)
MANHOLE
m HIGH FLOW BYPASS
SHUT OFF VALVE W/
RISER&VALVE BOX
PLAN VIEW
NTS
N
so SLUDGE RETAINING BAFFLE
VARIES(CAN BE
CONSTRUCTED ON OIL RETAINING BAFFLE
GRADE WITHOUT FLOW SPREADING BAFFLEto EXISTING GRADE
RISERS) (RECOMMENDED) /
TEE(8"MIN.)
�\ / / 11
o^"MIN.
a i\\ — lee
\ I /v 4
—
o �� \\: = OIL/WATER 1'MIay EPARATO
N
IIIb N 0 CHAMBER R Lt (�)
1'MIN.. 24"MIN.
7 min. T min.
i `i
1:�l X\)XI\\1 X�l Tl\
8' IN. GRAVITY GRAIN
go REMOVABLE TEE D=T MIN.
(RECOMMENDED) L13-L12 &MAX.
t'MIN.
(APPROX.)
m L=5W
tIr SECTION VIEW
NTS
NOTES:
1. GRAVITY DRAIN SHALL BEAT LEAST 8 INCH MINIMUM DIAMETER AND SHALL BE
CONTROLLED BY A VALVE,USE OF A SHEAR GATE IS ALLOWED ONLY AT THE
INLET OF A PIPE LOCATED WITHIN AN APPROVED STRUCTURE.
rr
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�r PUBLIC WORKS BAFFLE OIL / WATER SEPARATOR STD. PLAN - 240.00
DEPARTMENT
MARCH 2008
m
Y
K
r
0
z
0
VENTILATION PIPES'12"MIN.
ATCORNERS
COALESCING PLATE PACK
20'MAX ACCESS COVER
(RECOMMENDED) OVER INLET ACCESS COVER
(OVER OUTLET)
! LADDER(TYP.)
LADDER
AND r
ACCESS t.. ..j 5'M AK
r
7.
L
VALVE W/
FOREBAY -� ::�rRNE BOX
INIET -�PIPE
MIN,)
ACCESS DOOR ALLOWING REMOVAL OF
PLATE PACK OR PROVIDE FULL LENGTH
HIGH FLOW BYPASS REMOVABLE COVERS ACROSS ENTIRE
CELL.
PLAN VIEW
NTS
VARIES(CAN BE CONSTRUCTED
ON GRADE WITHOUT RISERS)
\lam\\/\\
/ii/iii
r/ 1'MI . 6"min.
r�
a \j WO WATER SIRFACE
P min. \
OIL RETAINING
SUBMERGED iPIPt BAFFLE
'/�. (50%D MIN.)
/ 0
COALESCING PLATE PACK
INLET WEIR-SOLIDS
MIN.I It�m"4
1'MIN. \ RETAINING BAFFLE OR
.. WINDOW WALL(SEE TEXT)
' will
GRAVITY DRAIN
.0/1 a U3 MIN. /��/� MIN.
i\
(1-12 RECOMW) L (L!4 RECOMM.)
SECTION VIEW
NTS
NOTES:
1. GRAVITY DRkN SHALL BE AT LEAST 8 INCH MINIMUM DIAMETER AND SHALL BE
CONTROLLED BY A VALVE.USE OF A SHEAR GATE IS ALLOWED ONLY AT THE
INLET OF A PIPE LOCATED WITHIN AN APPROVED STRUCTURE.
1� a STD. PLAN -- 240.10
o� PUBLIC WORKS COALESCING PLATE AIL / WATER
DEPAR,MENT SEPARATOR
MARCH 2008
11
TO BYPASS CONVEYANCE
SYSTEM OR DETENTION POND
TYPE 2 C.B.
aw REINFORCED BAFFLE WALL GROUTED
TO M.H.STRUCTURE(BOTH ENDS)
1111111110
INFLOW TO WQ FACILITY
PLAN VIEW
NTS
40 ROUND SOLID LID
4'MIN,
OR PROVIDE SEPARATE
HANDHOLD AND STEPS OR ACCESS TO EITHER SIDE
LADDER ACCESS(PROVIDE OF BAFFLE WALL
40 LADDERS TO BOTH SIDES OF
WALL IF WEIR>36'HIGH).
WO DESIGN WATER
SURFACE ELEVATION-..
INFLOW Td`NATER QUALITY FACILITY
go 2.MIN.
4"MIN.THICKNESS
REINFORCED CONCRETE BYPASS PIPE
BAFFLE WALL OR OTHER
SUITABLE MATERIAL
SECTION A-A
NTS
Note:
The water quality discharge pipe may require
an orifice plate to be installed on the outlet to control
the height of the design water surface(weir height).
The design water surface should be set to provide
a minimum headwallerldiameter ratio of 2,0 on the
outlet pipe.
PUBLIC WORKS FLOW SPUTTER - OPTION A STD. PLAN - 241.00
DEPARTMENT MARCH 2008
Y
Y
m
TO BYPASS CONVEYANCE SYSTEM
OR DETENTION POND
0
baffle to control floatables
2d'
INFLOW
DIA.OF STANDPIPE'
(2 X DIA.OF OUTLET PIPE
RECOMMENDED AS
STARTING POINT)
TYPE-2 C.B.
NO BASE CHANNED REQ'D
PLAN VIEW A
NTS TO WATER QUALITY FACILITY
ROUND SOLID LtD
BAFFLE TC CONTROL FLOATABLES
OR PROVIDE SPILL CONTROL UPSTREAM
TOP OF PIPE AT WQ -
DESIGN WATER SURFACE
ELEVATION AND HEAD FOP OF RISER AT DESIGN WS ELEVATION
2
LOSSES IN OUTLET PIPE
6"
T -FEE"SECTION WITH CLEANOUT
(OR REMOVABLE BEND-DOWN ELBOW)
INFLOW l
TO WATER QUALITY FACILITY
SOLID BOTTOM
(PROVIDE
MAINTENANCE
LADDER(rYP.) ACCESS) z
N
ORIFICE SIZED TO PASS
WO DESIGN FLOW
SECTION A-A
NTS
*NOTE:
Diameter(d)of standpipe should be large
enough to minimize head above WQ design WS
and to keep WQ design flows from increasing
more than 40%during 100-year flows.
ti�X o STD. PLAN -- 241.10
PUBLIC WORKS FLOW SPLITTER - OPTION B
DEPARTMENT �
� Tp MARCH 2008
w
Example of anchored plate
used Wit,a sand filter*
go (may also be used with other
water quality facilities).
41111111
tib
INLET PIPE
V-NOTCHED OR LEVEL
PLATE SPREADER EXTEND INTO SLOPE TO PROTECT
FROM THE 100 YEAR FLOW OR
THE HIGHEST FLOW ENTERING
WATER QUALITY FACILITY.
ANCHOR POSTS
it SPACED 6'O.C. t.,
EDGE OF SAND
OR AT EACH END
IF WIDTH a 6.
SAND BED RIPRAP AS SPECIFIED IN WO
FACILITY DESIGNS
*SAND FILTER MAY USE
OTHER SPREADING OPTIONS.
POND SIDE SLOPES
PLAN VIEW
NTS
00
11111111 2*MIN. ROCK RIP RAP sand layer
MIN. gravel layer
X (MIN.) existing grade
Will
INLET PIPE
tlrr
LEVEL SPREADER PLATE BOLTED TO ANCHOR POST
Z(MIN.)EMBEDDED INTO EXISTING GROUND
Alternative Design
tr Catch basin recommended for SECTION A-A
higher flow situations(generally
for inflow velocities of 5 fps or NTS
greater for 100 year storm).
NOTES:
1. FLOW SPREADER PLATES MAY BE MADE OF EITHER WOOD,METAL,FIBERGLASS REINFORCED PLASTIC,OR OTHER DURABLE MATERIAL.
IF WOOD,PRESSURE TREATED 4 BY 10-INCH LUMBER OR LANDSCAPE TIMBERS ARE ACCEPTABLE.
2. ANCHOR POST SHALL BE 4-INCHES SQUARE CONCRETE,TUBULAR STAINLESS STEEL,OR OTHER MATERIAL RESISTANCE TO DECAY
tr
PUBLIC WORKS FLOW SPREADER - OPTION A STD. PLAN - 242.00
DEPARTMENT ANCHORED PLATE MARCH 2008
N
Y
Example of a concrete sump flow
m spreader used with a biofiltration swale
_ (may be used with other WQ facilities).
0
SIDE WITH WING WALLS
SEE NOTE
CONCRETE SUMP
SWALE BOTTOM
OUTFALL RtPRAP
INLET PIPE
A � A
WING WALL
B
PLAN VIEW
NTS
X�\ INLET PIPE WING WALL OUTLINE
2-MIN.CLEARANCE
(MIN.) /i:%\�� \\\//�/\;\,,,I j✓/�/\�\�"
CONCRETE SUMP
(4-WALL THICKNESS)
24"(MIN.)
SECTION A-A
NTS
2"(MIN.)
T �
Note:
1. Extend sides into slope. Height of
side wall and wing wails must be sufficient SECTION 13 6
to handle the 100-year flow or the highest NTS SPLASH ROCK
flow entering the facility.
2 Concrete for sump box maybe either cast-in-place or
pre-cast,but the bottom of the sump shall be reinforced with wire mesh for IN
cast-in-place sumps.
3. Sump boxes shall be placed over bases that consist of 4 inches of crushed rock,
Inch minus to help assure the sump remain levet.
STD. FLAN - 242.10
PUBLIC WORKS FLOW SPREADER OPTION B
DEPARr..CMENT CONCRETE SUMP BOX MARCH 2008
tui
rf MAINTENANCE ACCESS ROAD
(MODULAR GRID PAVEMENT
POROUS PAVEMENT,ASPHALT,
CONCRETE OR GRAVEL)FOR
z VEHICLE ACCESS
WIw
ISO FLOW SPREADER a(,
4' u,
J dd
MIO-SWALE
FLOW SPREADER 41 ROADWAY LENGTH DEPENDS ON
(RECOMMENDED) SWALE AREA(SEE NOTE)
a6
�v6 '�• SWALE DIVIDER FOR WIDTH>10 FT
� WATER QUALITY DESIGN DEPTH(Y)=4'MAX.
(2'FOR FREQUENTLY MOWED AREAS)
BIOFILTRATION SWALE BOTTOM Y+i'
(MIN.SWALE LENGTH=100 FT.) d• d. _
— I —
d• `� 2'COMPOST TILLED INTO
6•NATIVE SOIL
�• BOTTOM WIDTH=(B)
d
M X.>t6 F'r+DIVIDER WIDE
1� MIN.=2 FT
OUTLET
NOTE: Longitudinal slope 1-6%. PLAN TYPICAL SWALE SECTION
Provide underdrain for slopes<1.5%.
W�1
FILTER FABRIC WRAP OF TOP,SIDES AND BOTTOM
UNDERDRAIN FOR SLOPES<1.5%
SOIL AMENDED WITH COMPOST 6'0.11N.AMENDED SOIL
dw
SWALE BOTTOM 6'MIN.OVER PIPE
PERFORATES PTFE UNDERDRAIN
ow
CENTERED BENEATH SWALE
PERFORATED UNDERDRAIN
do PIPE CENTERED BENEATH SWALE ORIGINAL SOIL
� MINUS CLEAN DRAIN ROCK DETAIL A
FILTER FABRIC
SECTION
NOTE: Underdrain must infilitrate or drain
freely to an acceptable discharge point.
.r
BIOFILTRATION SWALE SCHEMATIC STD. PLAN — 243.00
+ �► 'j PUBLIC WORKS
.. DEPARTMENT !CROSS SECTION AND UNDERDRAIN
.�
DETAIL MARCH 2008
rw
16
ACCESS DOORS
FLOW SPREADER
INLET PIPE
OVERFLOW
ROUTE
RADIAL FLOW CARTRIDGES
WITH COMPOST
it it it
OUTLET PIPE UNDERDRAIN
MANIFOLD
NOTES
1. CONDITION OF USE
1.1. MAY BE USED AS A SECOND WATER QUALITY FACILITY IN ENHANCED BASIC WATER QUALITY TREATMENT.
1.2. MAY BE FILLED WITH SEVERAL TYPES OF FILTER MEDIA INCLUDING PERLITE,ZEOLITE AND IRONINFUSSED MEDIA.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. STORMFILTER SIZING IS BASED ON THE WATER QUALITY FLOW.
2.2. ACCESS MOST BE:PROVIDED BY EITHER 3'X9'ACCESS DOOR OR REMOVABLE PANELS TO ALLOW FOR REMOVAL AND REPLACEMENT
OF EITHER FILTER CARTRIDGE.REMOVABLE PANELS SHALL BE AT GRADE,HAVE STAINLESS STEEL LIFTING EYES,AND WEIGHT NO
MORE THAN 5 TONS PER PANEL.
2.3. ACCESS TO THE INFLOW AND OUTLET CELLS MUST BE PROVIDED.
2.4. LADDER ACCESS IS REQUIRED WHEN VAULT HEIGHT EXCEEDS 4 FEET.
2.5. LOCKING LIDS SHALL BE PROVIDED AS SPECIFIED FOR DETENTION.
3. MAINTENANCE STANDARDS
3.1, ROUTINE MAINTENANCE SHALL INCLUDE INSPECTING FOR DEBRIS,VEGETATION,AND SEDIMENT ACCUMULATION,FLUSHING THE
UNDER DRAIN,AND REMOVING OR REPLACING COMPOST MEDIA,
3.2. SEDIMENT SHALL BE REMOVED WHEN THE ACCUMULATION CAUSES THE INFILTRATION CAPACITY TO DROP BELLOW DESIGN FLOW
RATE.
3.3. THE MEDIA SHALL.BE REPLACED AT LEAST ONCE A YEAR OR WHEN INFILTRATION CAPACITY IS UNRECOVERABLE.
3.4. MEDIA SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS INCLUDING THE STATE DANGEROUS WASTE
REGULATIONS(WAC-173-303).
STD. PLAN — 248.00
PUBLIC WORKS STORMFILTER
-� DEPAR`CMENT SCHEMATIC
��N�o� MARCH 2008
r.
� N
g A
INLET PIPE 8 CATCH BASIN PER
z _ JICCESS:I�OAD Tf.3 INLES ST}2UCTURE i DETENTION FACILITY REQUIREMENTS
D�
ACCESS RAMP TO BOTTOM OF FIRST
WETPOOL CELL(7HaV)(SEE TEXT)
aw
FIRST WETPOOL CELL - BERM OR BAFFLE AT DESIGN
25%TO 35%OF WETPOOL VOLUME, WS OR SUBMERGED V
EXCLUDING ACCESS RAMP BELOW DESIGN W.S.
10 EXTEND BERM ACROSS ENTIRE
WETPOOL WIDTH.
BERM TOP WIDTH 5'MIN.(IF EARTHEN)
f
J
SECOND WETPOOL CELL
to
WQ DESIGN WS A
OVERFLOW WS Wetpool _
IiIIIII EMERGENCY OVERFLOW WS width
PLANTINGS REQUIRED ON CUT
-y�/( SLOPES FOR LAKE PROTECTION
8 FACILITIES
EMERGENCY SPILLWAY PER MANHOLE 8 OUTLET PIPE
DETENTION FACILITY REQUIREMENTS SIZED TO PASS PEAK FLOW PER
Ir CONVEYANCE REQUIREMENTS
.T�
• o•� ' ACCESS ROAD TO OUTLET EROSION CONTROL 8
o OUTLET STRUCT€-€R .,; ENERGY DISSIPATION PER
');( DETENTION FACILITY REQUIREMENTS
ibJ _
so 8
PLAN VIEW
NTS
�r NOTE:
1. This detail is a schematic representation only. Actual configuration will vary depending on specific site constraints and applicable
design criteria.
2. Access Road shall meet the following design criteria.
2.1. Maximum grade shalt be 15%for asphalt paving and 12%for gravel or modular grid paving.
2.2. Outside turning radius shall be 40 feet,minimum.
2.3. Fence gates shalt be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
am 2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
otherwise specified.
4. Wetponds with wetpool volumes less than or equal to 4,000 cubic feet may be single celled(i.e.,no baffle ro berm is required).
aw
tax �
+ PUBLIC WORKS TYPICAL WETPOND STD. PLAN — 249.00
myDEPARTMENT
MARCH 2008
Irlu
r
SLOPE VEGETATION
PER DETENTION WETPOOL FLOW LENGTH=3(MIN.)X WIDTH
FACILITY REQUIREMENTS
¢ FIRST CELL
DEPTH 4'MIN. WETPOOL DEPTH 8'MAX.RECIRCULATION
r TO 8'MAX. RECOMMENDED FOR DEPTH�8'
m
0
1 fV EMERGENCY OVERFLOW WS
OVERFLOW WS
INLET \///\\\\ \y
T MIN.
EMERGENT VEGETATION
INLET EROSION CONTROU KEYED REQUIRED FOR WETPOOL
SLOPE PROTECTION PER DEPTHS Y OR LESS
DETENTION FACILITY NOTE:BERM SLOPE MAY BE
REQUIREMENTS 2:1 WHEN TOP SUBMERGED
1'BELOW WQ DESIGN WS
SEDIMENT STORAGE
DEPTH=V MIN.
SECTION A-A
NTS
OUTLET PIPE INVERT AT - FENCE REQUIRED FOR SIDE SLOPES
WETPOOL WS ELEVATION STEEPER THAN 3(V):1(H)
ACCESS ROAD
EMERGENCYOVERFL6
CAPACITY OF OUTLET SYSTEM
3NVERT 8"MIN, OVER W T z \\\ \ \\�\\ \ SIZED TO PASS PEAK FLOW FOR
OF NOT RPIAAW TOP
L W.0,DESIGN WS _ �\\���\�/\\ \�\D\ \ CONVEYANCE REQ.
/ /\\
BERM. LOWER 12*min.
PLACEMENT
IS DESIRABLE
18'MIN.
IN
GRAVITY DRAIN MANHOLEOR \�9\�, '?��\�•,� 5
(IF8TYPE 2
GMIN.DIAMETER ALLOWS) CATCH BASIN
VALVE EXTERIOR BERMS DESIGNED PER
(MAY BE LOCATED INSIDE MH DAM SAFETY REQUIREMENTS
OR OUTSIDE WITH APPROVED IFAPPLICABLE
OPERATIONAL ACCESS) SECTION B-B
NTS
NOTE:
1. See detention facility requirements for location and setback requirements.
2. Ali facilities shall be fenced.Fence shall be provided around facility allowing proper maintenance
of the facility.
3.This detail is a schematic representation only. Actual Configuration
will vary depending on specific site constraints and applicable
design criteria.
4.Access Road shall meet the following design criteria.
4.1. maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
4.2. Outside turning radius shall be 40 feet,minimum.
4.3. Fence gates shall be located only on straingh section of road.
4.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
4.5. A paved apron shall be provided where access roads connect to paved public roadways.
4�X o STD. PLAN - 249.10
PUBLIC WORKS TYPICAL WETPOND SECTIONS
DEPARrFMENT
MARCH 2008
.r
B
3 ACCESS COVER OR DOORS REQUIRED.
Y�
m e... (MAY
A
z
3
fm
a
OVER SECOND CELL
WETPOOL IDED BY A GRATED
WIDTH S DOOR OR PANEL),
BOTTOM
REMOVABLE
BAFFLE OR WALL
aw
SEE NOTE
OUTLET
WETPOOL LENGTH OPEN PIPE FOR WETVAj
SEE DETE7EN71ON V
PLAN VIEW COMBINED WATER
FRAME,GRATE AND NTS DETENTION VAULLOCKING COVER MARKED BDRAIN-(TYP.) SIZE TO MEET CONVEY
DETENTION OPTIONAL REQUIREMENTS(CH.1)
do LADDER
1' WQ DESIGN WS -
INELT REMOVABLE/
' BAFFLE
NOTE: CAPACITY OF OUTLET
FIRST CELL SIZED FOR WETPOOL PIPE DESIGNED TO PEAK FLOW
25%TO 35%OF
WETPOOL VOLUME _ DEPTH 1'FOR WQ VAULTS 2' FOR CONVEYANCE
$MAX' FOR COMBINED W.Q.
W 3'MIN. AND DETENTION VAULTS
2'min.
GRAVITY DRAIN OF GRADE ALLOWS)PLACE
_ AS LOW AS GRADE ALLOWS BIR'MUST
BE 6'MIN,ABOVE THE BASE ELEVATION
7
BOTTOM SLOPE 0.5%-2% STORAGdo OF E WALLAREAS OR ABOVE SEDIMENT
TOWARD INLET END
AVERAGE SEDIMENT STORAGE SECTION A A
I'MIN.(FIRST CELL) NTS BOTTOM SLOPE 0.5-2%TOWARDS OUTLET
lm END OF SECOND CELL(RECOMMENDED)
ACCESS DOORS OR REMOVABLE PANEL
WO DESIGN WS
wa
7'MIN. `
4'MIN,
AVERAGE 1'SEDIMENT STORAGE
(FIRST CELL)
AVERAGE-SEDIMENT STORAGE
♦ (FIRST CELL) -
SECTION S B
NOTE: NTS
1.1. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE.IF A WALL OR NON REMOVABLE BAFFLE IS
USED,A 5-FOOT C X 10-FOOT REMOVABLE REMOVABLE MAINTENANCE ACCESS MOST BE PROVIDED FOR BOTH CELLS.
No
1.2_ FOR VAULTS UNDER ROADWAYS,THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES.
ALTERNATIVELY,MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED.SPACING OF MANHOLE
COVERS SHALL BE 12 FEET,MEASURED ON CENTER,TO FACILITATE REMOVAL OF SEDIMENT.LADDERS AND
HAND-HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE,
�Y
* PUBLIC WORKS WETVAULT S'I'D. PLAN - 249.20
DEPARTMENT
LrN,�O MARCH 2008
rr
�Il
� itis
Y
m
INFL
WETLAND CELL
'sir ef," Si'r•`fy `<.
FIRST CELL(FOREBAY)
t
2.. _yr k t... c •f '
rz �. PLANT WITH �.' ACCES$ftOAn[7 r
sa WETLAND PLANTS
'91CCESSR A�:
j,= cFti�--��� SPILLWAY
J �
PLAN VIEW Option A
NTS
OUTLET STRUCTURE
(SEE DETAIL
NLET FIGURE)
SUBMERGED
FIRST CELL DEPTH
4'MIN.TO 8'MAX
2.5 It MAX.
R WO DESIGN WS
v
INLET + + 2
h` + ^ '���+�. .0.a:+ ++ .(.,. +� ++.+ �.•.
T MIN.
IF REQVIRED,PLACE LINER IN
INLET EROSION CONTROUSLOPE SECOND CELL TO HOLD WATER
PROTECTION PER DETENTION
FACILITY REQUIREMENTS SLOPE MAYBE 2:1
WHEN TOP SUBMERGED
I FT BELOW DESIGN WS
SEDIMENT STORAGE
DEPTH=Y MIN.
SECTION VIEW Option A
NTS
NOTE:
1. This detail is a schematic representation only. Actual configuration will vary depending on specific site constraints and applicable Old
design criteria.
2. Access Road shall meet the fallowing design criteria.
2.1. Maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
2.2. Outside turning radius shall be 40 feet,minimum.
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
otherwise specified.
4. Wetponds with wetpool volumes less than or equal to 4,000 cubic feet may be single celled(Le.,no baffle ro berm is required).
1�X STD. PLAN — 249.30
�[p PUBLIC WORKS STQRMWATER WETLAND
DEPARTMENT OPTION A
c��.�o MARCH 2008
ar.
g0,A
Y
- INLET PIPE&CATCH BASIN PER
i �.,ACCES$ROAD TO)NLETSTRUCTURE � - WETPOND FACILITY REQUIREMENTS
as
ACCESS RAMP TO ', `+ �.
BOTTOM OF FIRST l:i i _ - - FIRST WETPOOL CELL
WETPOOL CELL a �.{
25%TO 35%OF WETPOOL
(7R-IV)(§E£TEXT) VOLUME,EXCLUDING ACCESS
RAMP
r
BERM OR BAFFLE AT WQ
--- DESIGN WS OR SUBMERGED
V BELOW WO DESIGN WS
EXTEND BERM ACROSS ENTIRE
011k BERM TOP WIDTH 5 MIN. -l"+i
(IF EARTHEN)
SECOND WETPOOL CELL
wQ D=_s1GN Ws ---
DETENTION WS +.�
OVERFLOW WS w -
yA�
40
EMERGENCY OVERFLOW WS -
PLANTINGS REQUIRED ON ".
CUT SLOPES FOR LAKE ] ,
PROTECTION FACILITIES
3't
Q
J:.
EMERGENCY SPILLWAY { CONTROL MANHOLE&OUTLET
PER DETENTION FACILITY REQUIREMENTS B -, PIPE SIZED PER DETENTION
FACILITY REQUIREMENTS
�� ObJUC
aw 77;
O
OUTLET EROSION CONTROL
iYI
&ENERGY DISSIPATION
PER DETENTION FACILITY REQUIREMENTS
NOTE".
1.Th€s detail is a schematic representation only. Actual configuration
will vary depending on specific site constraints and applicable ACCESS ROAD TO
design criteria. g OUTLET STRUCTURE
2.Access Road shall meet the following design criteria.
2.1. maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
YID 2.2. Outside turning radius shall be 40 feel,minimum.
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
00 otherMse specified.
�Y
t o
PUBLIC WORKS COMBINED DETENTION SSD. PLATT - 252A0
DEPARTMENT AND WETPOND
MARCH 2008
.nr
v
Y
m
z
0
SLOPE VEGETATION
PER DETENTION
FACILITY REQUIREMENTS
WETPOOL FLOW LENGTH=3 X WIDTH MIN.
ACCESS ROAD WETPOOL DEPTH 8'MAX.
PER
D£TENTON FIRST CELL RECIRCULATION RECOMMENDED FOR DEPTH>6.
FACILITY REQUIREMENTS DEPTH 4'MIN.
TO 8'MAX.
DETENTION
OVERFLOW�V PER DETENTION
EMERGENCY FACILITY REQUIREMENTS
OETENI1014OVERF OW WS
OFTEN 2N
WO DESIGN WS
\\\ 2'min. 3 A Mi
t
SUBMERGED INLET /\\//\�� //�//\ /.�//1\\\�1\\//%\//%\//%\\/1f�\//%\//%\// EMERGENT VEGETATION
KEYEDNOTE: BERM SLOPE REQUIRED FOR WETPOOL
DEPTHS 3'OR LESS.
INLET EROSION CONTROL] TOP OF BERM OR MAYBE 2:1 WHEN TOP
SLOPE PROTECTION PER OF BERM SUBMERGED
DETENTION FACILITY BAFFLE LEVEL AND 1'BELOW WO DESIGN WS
REQUIREMENTS AT WETPOOL DESIGN
ELEVATION(FLOW
EXITS FIRST CELL OVER
BERM)OR AS NOTED
SEDIMENT STORAGE
DEPTH-i'MIN.
SECTION A-A
NTS
FENCE REQUIRED
OUTLET PIPE INVERT OUT AT
WETPOOL WS ELEVATION
ACCESS ROAD
EMERGENCY OVERFLOW WS \\\\\\\\\\
DETENTION OVERFLOW WS \//�//\+�//\///\/// CAPACITY OF OUTLET SYSTEM
DETENTION DESIGN WS _ \\\//\\\//�\//\\\//\\\//\\\// REQUIREMENTS PER DETENTION FACILITY
_WO DESIGN WS Y \\\ \�/�\\ \ \
INVERT 6'MIN. T
BELOW TOP
OF INTERNAL 18'min.
BERM.LOWER
PLACEMENT �
\Qi\......
Is DESIRABLE. •/ //\\///�///\\
GRAVITY DRAIN
E 2
(IF GRADE ALLOWS) CATCH BASIN
8"MIN.DIAMETER VALVE CATCH
WISUMP
EXTERIOR BERMS DESIGNED PER
DAM SAFETY REQUIREMENTS
IF APPLICABLE
SECTION B-B
MOTS: NTS
1.This detail is a schematic representation only. Actual configuration
will vary depending on specific site constraints and applicable
design criteria.
2.Access Road shall meet the following design criteria,
2.1. maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
2.2. Outside turning radius shall be 40 feet,minimum. i
2.3. Fence gates shall be located only on slraingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
otherwise specified.
PUBLIC WORKS COMBINED DETENTION STD. PLAN - 252.10
ANT DEPARTMENT AND WETPOND - SECTIONS
MARCH 2008
tt�r
a
� Y
Y
N
{Z
G
o
r
i
SLOPE VEGETATION
PER DETENTION
FACILITY REQUIREMENTS
f� OUTLET STRUCTURE
(SEE DETAIL
FIGURE)
ACCESS ROAD
PER DETENTION FIRST CELL
FACILITY REQUIREMENTS DEPTH 4'MIN.
TO 8'MAX,
Y� 2S ft MAX. DETENTION
PER DETENTION
FACILITY REQUIREMENTS
.ETENTI('ZN,QESIGN WS
WQ DESIGN WS
4W
\\ 2'min,
SUBMERGED INLET
Y� INLET EROSION CONTROU IF REQUIRED,PLACE LINER IN
SLOPE PROTECTION PER SECOND CELL TO HOLD WATER
DETENTION FACILITY
REQUIREMENTS
Y
SEDIMENT STORAGE
DEPTH=i'MIN,.
SECTION
i
NOTE:
y� 1.This detail is a schematic representation only. Actual configuration
will vary depending on specific site constraints and applicable
design criteria.
2.Access Road shall meet the following design criteria.
2.1. maximum grade shall be 15%for asphalt paving and 12%for gravel or modular grid paving.
illw 2.2. Outside turning radius shall be 40 feet,minimum.
2.3. Fence gates shall be located only on straingh section of road.
2.4. Access roads shall be 15 feet in width on curves and 12 feet n straight sections.
2.5. A paved apron shall be provided where access roads connect to paved public roadways.
3. All facilities shall be fences.Fence shall be provided around facility allowing proper maintenance per standard details unless
+w otherwise specified.
d"
ti`tX 0
+ PUBLIC WORKS COMBINED DETENTION STD. PLAN -- 253.00
a" �=' DEPARTMENT AND STORMWATER WETLAND MARCH 2008
�N T� SECTIONS
rr
B
3 ACCESS COVER OR DOORS REQUIRED.
N
Y
2
m LADDER A
z
0
5'X IT GRATE OVER SECOND CELL
WETPOOL (MAY BE PROVIDED BY A GRATED
WIDTH 5'X 10'ACCESS DOOR OR PANEL)
A
�'V'SHAPED
BOTTOM
REhIDVABLE
BAFFLE OR WALL
SEE NOTE
7L
TW OUTLET
WETPOOL LENGTH OPEN PIPE FOR WETVAULT ONLY.
SEE DETETENTION VAULT FOR
FRAME,GRATE AND
PLAN VIEW COMBINED
TER QUALITY/
LOCKINGNTS MT
LOCKING COVER MARKED OUTLETB
'DRAIN-(iYP.)
SIZE TO MEET CONVEYANCE
DETENTION REQUIREMENTS(CH.1)
1'
WO DESIGN WS
INELT REMOVABLE/ 2
BAFFLE
NOTE: CAPACITY OF OUTLET
FIRST CELL SIZED FOR WETPOOL LADDER "'- PIPE DESIGNED TO PEAK FLOW
25%TO 35%OF
WETPOOL VOLUME DEPTH FOR CONVEYANCE
8'MAX. -
X MIN.
2'min.
GRAVITY DRAIN(IF GRADE ALLOWS)PLACE
AS LOW AS GRADE ALLOWS BUT MUST
BE 6`MIN.ABOVE THE BASE ELEVATION
OF VAULT WALLS OR ABOVE SEDIMENT
BOTTOM SLOPE 0.54'-2% STORAGE AREA
TOWARD INLET END '
AVERAGE SEDIMENT STORAGE SECTION A-A
1'MIN.(FIRST CELL) NTS BOTTOM SLOPE 0.55-2%TOWARDS OUTLET
END OF SECOND CELL(RECOMMENDED)
ACCESS DOORS OR REMOVABLE PANEL
\\�\\%
WQ DESIGN WS
T MIN.
4'MIN.
AVERAGE I'SEDIMENT STORAGE
(FIRSTCELL)
AVERAGE 1'SEDIMENT STORAGE
(FIRST CELL)
SECTION B-B
NOTE: HTS
1.1. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE.IF A WALL OR NON REMOVABLE BAFFLE IS
USED,A 5-FOOT C X 10-FOOT REMOVABLE REMOVABLE MAINTENANCE ACCESS MOST BE PROVIDED FOR BOTH CELLS,
1.2, FOR VAULTS UNDER ROADWAYS,THE REMOVABLE:PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES.
ALTERNATIVELY,MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED.SPACING OF MANHOLE
COVERS SHALL BE 12 FEET,MEASURED ON CENTER,TO FACILITATE REMOVAL OF SEDIMENT.LADDERS AND
HAND-HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE,
�Y
�^7� PUBLIC WORKS COMBINED DETENTION AND STD. PLAN - 254.00
�► DEPARTMENT WETVAULT
�Nzo MARCH 2008
.r
w
z
w
r
9� 3
0
Z TESTING DETAIL
rrll F
sn
X 18 FT
w
do L
.< , 0 NEW D.I. WATER LINE
lilt
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLEND FLANGE ON BOTTOM
y AND 2-INCH BLOW-OFF ASSEMBLY I-PLUG(MJ) WITH 2-TAP & 2" BLOW-OFF
CONCRETE BLOCKING TEMPORARY BLOCK
w
Z
ui
W
r
a
i>r�l 3
0
z FINAL CONNECTION DETAIL
trY11
X
W
111111110— 1 Ll 4- F_
NEW D.I. WATER LINE
irr
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW-OFF
WIII AND CONNECT TO VALVE NTH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES.
I 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL UNE
4, WET-TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAPS, INC., U.S. FILTER, SUPERIOR TAPPING INC, OR WESTERN
UTILITIES SUPPLY CO., INC.
5. CONTRACTOR SHALL POTHOLE AND EVRIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
5. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
PUBLIC WORKS >�!I►NE0770" TO WAIF mom STD. PLAN - 540.1
DETIARTMENT URM TAPMMW ?=i VALVIN JANUARY 2009
,irr
DCISTING WATER UNE
PLAN VIEW
TESTING DETAIL
tB FT
O NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLINO FLANGE ON TOP WITH 2-TAP & 2-PLUG
ONE BUND FLANGE ON BOTTOM
ONE (MJ) PLUG WrrH 2" TAP & 2"TEMPORARY BLOW—OFF
TEMPORARY BLOCK (
CUT—IN (BY CITY FORCES)
TEE (FLxFQ W/ CONIC. BLOCK
1— GATE VALVES (FLxMJ)
2— SOLID SLEEVES (MJ) OR RO—MAC COUPLINGS
1— PLUG (MJ) W/2-TAP & TEMP. BLOW—OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
l
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW—OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
Y
STD. PZatfN — 300.2
" PUBLIC WORKS CONNECTION TO WA I=AEAW
DEPARTMENT Clff/y1FL/ =TSE& DrM�V/lLVZ
�'�'tvToti' JANUARY 2009
+r
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
Wr
t8 FT
do 1 WE
EE 0 FNEW WATER LINE
om-[\i/IY
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW-OFF
TEMPORARY BLOCK
CUT-IN (BY CITY FORCES)
TEE (FLxFL) W/ CONC, BLOCK
2- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ> OR RD-MAC COUPLINGS
111 1- ADAPTER (FL X MJ)
1- PLUG (MJ) W/2'TAP & TEMP. BLOW-OFF
TEMP, BLOCK
EXISTING WATER LINE
Ali
�L
EXISTING WATER LINE
FINAL CONNECTION DETAIL
■ir
fwl
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW-OFF & CONNECT
y WITH SLEEVE (MJ) &
31
WITH SPOOLS
FINAL CONNECTION BY CITY FORCES
YI/
EXISTING WATER LINE
9�11t
STD. PLAN — 3110.8
�► PUBLIC WORKS taANN +.PION 70 WATM MUM
K
DEPARTMENT Cxffljd6umi'''wm A lum VALVA
'PF 2p JANUARY 2009
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
tH FT
WENEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW-OFF
TEMPORARY BLOCK
CUT-IN (BY CITY FORCES)
TEE (FLxFL) W/ CONC. BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
I- PLUG (MJ) W/2'TAP & TEMP. BLOW-OFF
TEMP, BLOCK
EXISTING WATER LINE
E
EXISTING WATER LINE
FINAL CONNECTION DETAIL
A I W-_
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP, BLOCK & BLOW-OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
E>�
EXISTING WATER LINE
STD. PLAN — 300.4 �
�'�► j PUBLIC WORKS 7O WATM MUM
DLPARTM1ENT Ci/T ANPI Iff?'M i STl/ VAtL VM
� A11o� JANUARY 2009
TESTING DETAIL
±10 FT
NEW WATER LINE
�. EXISTING WATER LINE
O
irr
r
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
r. 1—BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1—BLEND FLANGE ON BOTTOM
1—PLUG(MJ) W/2"TAP & 2" BLOW—OFF
rs TEMP. BLOCK
.� FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE O
O
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW—OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
.w
Gn "� PUBLIC WORKS OONNAWYMN TO WAMW MWN STD. PUN — 300.6
D},PM)
PARJ' ,NT O7�t1!!<m T=OR M#b LINK CAP
�A�N�o•2 JANUARY 2009
rr
r
TEMPORARY 2" GALVANIZED PIPE
AND 2- GATE VALVE
FINISHED GRADE ELEVATION
/���i�\��`��`�����%i�\��\�`%,�\;�%i�i•\%/i\\�\\i�\j%�%����\\. \\fry�\\�\\��\ice\a\ice\%`�\�`
INSTALL 2" PLUG ON TOP BLIND FLANGE
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
ed
NEW WATER MAIN POLYPIG f .
VERTICAL CROSS FOR POLYPIGGING STATION:
SiZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE
VERTICAL CROSS (MJ X FL.)
ONE BUND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW-OFF ASSEMBLY
(REMOVE BLOW-OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY-PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
PUBLIC WORKS JDMYPM STATIM PCW STD' PLAN 300.6 �
DEPARTMENTP CW WATM ANARM
�NZO` JANUARY 2009
r
rr
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET V41TH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
r
18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
�lll TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B" TOP SECTION
4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
© EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
MAX
MIN 2. RAISED PAVEMENT MARKER TYPE 88
A8 STIMSONITE TWO-WAY BLUE.
r`
Ylri >
Y 42" MIN CONCRETE BLOCKING
BURY :St
O :.
y` MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
16" x 8" x 4" NUM 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK
iw UNDER HYDRANT
\\"-1/2 YARD WASHED DRAIN ROCK (3"TO 3/8") MIN.
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
do
i LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
1 9r 4.$75" x 5"
STORZ
6 11 ONE MAN ROCK 9
1
1
i o
6 }1
Fl LL
C U T
,,. HYDRANT LOCATION IN CUT OR FILL
�Y o SM. PIAN — 310.1 PUBLIC WORKS /lel HYDIR,AN�•�S i�Y
]DEPARTMENT
JANUARY 2009
+rr
MARKER MARKER MARKER
T t Ifs
lir
TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED
DOTS OR PAINTED LINE) ON THAT MAIN STREET
11i1Y
MARKER MARKER
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH
SIDE OF `.STREET HYDRANT IS SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR ON (4" FROM DOTS OR
PAINTED LANE DIVIDER) PAINTED LANE DIVIDER)
HYDRANT MARKERS
=m
�..- 4'
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
`'�► PUBLIC WORKS MYDA WA#AAtK=LAV%Pf l' SM. PLAN - 310.8
+ + DF,PAR'1'MENT
��N cod JANUARY 2009
No
ow
13"x24" PLASTIC METER BOX EQUAL TO MID-STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE G"TY PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID-STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED PIPING PIPING
+0 HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A-A)
JI IN UNIMPROVED RIGHT OF J
---WAY INSTALL METER BOX AT
r' PROPERTY LINE NTH 12"
No w' LONG COPPER TAILPIECE. w'
12" MAX a( SIDEWALK a I
FINISH GRADE
AMM Z 4 a TOUCHREAD WATER
j METER TO BE
o o0 SUPPLIED BY THE 12 z¢a
36" MIN COVER `�M CITY- - _ TYPE "K" SOFT o o
/
22-1/2' COPPER TUBING N n o
/
NEW DUCTILE
IRON
WATERMAiN
IF7SERI\OCELINENOUS£ IS 3/4" OR 1"
TTHE FUTURE GALVANIZED
IN3 OR 44 FIDT PLUG
x OMRESSIOCOUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE COPPERSFTTER FOR 5/8"x3/4" METER: FORD
LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
wo MUELLER: 3/4-B-2470-2 NTH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
(CC). QUICK JOINT MCDONALO BRASS: 21-415WCOQ44, OR MUELLER: 1-8-2470-2
(3/4" FIDOO-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER_
(I" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK-JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX,
Ilr�
A— A DRILL 1-5/8" DIA. HOLE FOR AMR
i (AUTOMATIC METER READ) TOUCHREAD DEVICE
- - 2-1/2" MIN. FROM NEAREST
-� AND FRONT EDGE OF PIT LID
TYPICAL RIB III
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
Y STD. PLAN -- 320.1
PUT3I,tC WORKS
IUF'l.'niZ 1'iU[I )\1`l.' 214"AND l" WATER SERV/CE 1
JANUARY 2009
low
4" POST INDICATOR VALVE
(MJxMJ) PAINTED BLUE
2-3/4" SHACKLE RODS PER CITY
OF RENTON SPECIFICATIONS
4" 90'SEND (MJ)
TEE (MJXFt) t2. 13 LF 4"D.I. 4" 90'BEND (MJ)
=w GATE VALVE (FLxMJ)) o f —"�"- 7'-0" '
1 4 FLXMJ ADAPTOR
4" FLxMJ ADAPTOR LADDER WITH
SUPPORT BARS. 2'-4"
4" or 6' D.I. PER OSHA
TO BUILDING —r-
fLOW—•-
EPDXY NON-SHRINK
GROUT �+"
4" TEE•(MJxFL) --•
WELDED STEEL COLLAR
CITY PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED ON—
STEEL PLATE COVER THROUGH 1-5/8" DIA. PIPING PIPING
DRILLED HOLE IN COVER. DEADMAN BLOCK
4' TEE REQUIRED WITH
PRECAST CONCRETE VAULT WITH 2 3"x3' HINGED STEEL (FI) SHACKLING TO TEE
PLATE COVER, OUTSIDE DIMENSIONS 4'-8'x7'-0".
(EQUAL TO PIPE INC., OR UTILITY VAULT WITH
57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO
" OR 3' GATE VALVE FLxFI. READ PIT SET SENSOR
6',a '
( ) MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX.
NON-RISING STEM WITH HAND WHEEL COVER THROUGH 2" DIA. EQUAL TO OLYMPIC FOUNDRY CO.
EQUAL TO MUELLER CO.A-2380-6. DRIIIED HOLE IN COVER STANDARD 8" TOP SECTION, WITH
REGULAR BASE SECTION LENGTH TO Fl-
6" OR 4" (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 X-6-
LONG WITH COLLAR 20" FROM P.E.
EQUAL TO THOSE SUPPLIED BY PACIFIC 3" 4" VALVE NUT EXTENSION IF REQUIRED
WATER WORKS CO. INC. — (DWG BR46/PAGE 8090)
F
6", 4' OR 3" GATE VALVE
Z a iv (FLxMJ) EQUAL TO MUELLER
I CO. A-2380-20.
I TO BUILDING --
FLOW-- 12" AROUND iB" 4"
o ! CITY PRIVATE
12' I
PIPING PIPING
6" OR 4" PExPE CEMENT
LINED DUCTILE IRON PIPE
CLASS 52. LENGTH TO FIT.
6".4" OR 3" COMPOUND WATER METER (FL)
EQUAL TO SE:NSUS SRH COMPOUND METER WITH
TOUCHREAO PITUO REGISTER & SENSOR WITH 4
WHEEL HIGH RESOLUTION j100 CUBIC FEED ADJUSTABLE STEEL 6" OR 4" FLEXIBLE FLANGED
REGISTER. FOR 3- METER, REDUCE AT METER PIPE SUPPORT COUPLING ADAPTOR, ROMAC
WITH 4"X3" FLxFL CONCENTRIC REDUCER. STANCHION BOLTED OR APPROVED EQUAL.
TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE. SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
+�,►Y + PUBLIC WORKS a",r 4"i Q" M QR~ SRO. PLAN - $20A �
DEPARTMENT wAIM AWN R wSSAI /BLY
�N,to JANUARY 2009
+
irr A A
PLAN VIE
WATER
VALVE BOX LID WITH
EARS IN DIRECTION OF 2" SQUARE
WATER MAIN AND WORD OPERATING NUT
"WATER" CAST INTO IT
12" MIN.
18" MAX,
4" CONCRETE COLLAR FOR
12" VALVES IN PAVED AREAS 4-1/4" DIA.
1/8" MIN. THICKNESS
SEE DETAIL �— 2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE 1" STEEL
ar OR OLYMPIC FOUNDRY
LENGTH AS REQUIRED
r
1/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
SECTION A-A EXTENSION
w
VALVE OPERATION NUT EXTENSION NOTE
r�. EXTENSIONS ARE REQUIRED WHEN VALVE NUTT
IS MORE THAN THREE (3) FEET BELOW FINISHED 3,�
GRADE. EXTENSIONS ARE TO BE A MINIMUM OF 38" MIN.
ONE (1) FOOT LONG. ONLY ONE EXTENSION TO WIDTH
BE USED PER VALVE.
WHITE POST
NOTE: ALL EXTENSIONS ARE TO 8E MADE - 62"
OF STEEL, SIZED AS NOTED, AND PAINTED _I
11��lI� =ll
r WITH TWO COATS OF METAL PAINT. lNl f I=
`1=11 F �I- Ti
2.4"
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST
MAIN LINE VALVES OUTSIDE PAVED AREAS
r®r
r
�Y
r'UBLIC WORKS VALYL BOXx MAM R a STD. PLAN -- 330.1
�O$ DEPAR`1'MEN iOPABUT!NA NUT MTENSION N
,o JA VARY 2009
CONCRETE SLOMNG S12ING PROCEDURE
A. rENE At
The amount of coaceate requ:nd to ahchw harizantol bawds. -Go to ToNa 2: Tabio 2 ghee the safe hewing load for
teas.and dead ends depends an tha strength of the.OIL The send and grave! 3,OOD lbs./a4 fL
methods of placing concrete to keep the pint etaeulble is -Go to figure 1: figure 1 Indfeatee the position
shovm in Figure 1. The area in square feat of concrete which of the tannate far hacking the 99 band
most bear against the aide of the!ranch le found by dlrlding -Oo to the speeifications of the project and find
the thrust in pounds ahawn in Tobe 1 by the safe bsorng load depth of trench(h) 4 feet
co
of the g as shown M TOW 2 ^Yidth of trsrnM 3 fact
B ffilTERIA, With the°bow assembled information.
1, The sizing procedure Is tar hatzaotai Or a.-n we prouad to the find edculotianx
thrust only. -Area of Concrete(A)- Safe'Thrust
st Load - 3.000
-7.12 as.it.
2 Height of the throat block must be equal to Or Jess ring
than 1/2 the depth from the ground eurfooe 1.the black -Maximum Haight of Thrust Block(Hm)- Depth of Trench In Fast
boas 2
3. The thrust hock Deering fou le apprml—lety h 4
rectangular. -2- 2 -20 n,
4. The concrete btodeinq shall be as per APWA
Speeltiaaten 74-2.14. _ -Depth of Conerate Thrust Blodr(De)
C' @
d Width of Trench to Feet(ih-Outalde Diameter of Pip.(d)
-Outside Oiometa�of Pips n Feet ..
T -Thrust to Paunch at the Fltthg(Tope 1) 2
S8L -Safe Bearing Lead in Pounds/54 FL(Table 2) 3- 75
1.13 ft.
h -Depth of Trench n Feel = 2 - -.
W -Width.1 Trench In Feet
A -Area of Concrete which most bear against Areo of Concrete
the Ski.of the Trench n Set.FL -Maximum Length of Thrust Black(lm)- Hdght of Canwete
H. -Maximum Height of the Th—t Birk in fee!
De -Depth of the Concrete thrust Soak to A _ 7.12 -3.56 It.Searing Surface n Feet - Hm 20
L. -Maximum Length of the Thrust Block in Fee!
GROUND SUFACE -Required Amonna
Amount of C--t. -(Haight x Depth x Length)x 0.03704
+•(Hm r Lrrl x Q<)x 0.03704
T -(2-0 x 3S6 x 1.13)x 0.03704
-0.30
h d TABLE 1
thrust at Fittings n Pounds
2 Sire Pr P4 f° Tees 9Q' 45' 22-112 1t-1/4
Dead Ends Band Bend Bend Band
BLOCK BASE I� 3' 300 2,120 3,000 1,630 830 430
f Oe 4' 300 3,780 5170 2,910 1,470 750
W 6G 300 a.SOD 11!.000 6.510 3,320 1,700
6: 300 15.1100 21.360 t1.550 S.B80 13020
10' 275 21.620 3Q570 16,540 6,430 4,330
0, CALCU AnoN EQUATIONS 12' 250 33,930 4$000 25,950 13,260 6,740
114' 250 48,200 65,370 35.340 18,030 9.240
1, Arco Of C--I-(A)- 1.97hrL! (M Paunch T 16' 225 46.250 64.18' 200 50,900 72.000 3&9 O 19000 34.820 � 1018
Safes 8eortng Load(n Pamdr/Sq.Ft) '-i`ffC 20' 200 62.840 88,900 411M 24,520 12.560
Depth of Trench n Feet h 24' 200 90.480 127,980 B9200 35,320 19.100
2. Maximum Height of Thrust Block(Hm)- 30' 200 141.370 199,960 100.150 SS.140 2&280
2 ' 2 38' 200 203,580 287.950 155,740 79,400 1 40,720
f,Hdth of Tremeh In Fent,-
3. Depth of Concrete Thrust Stock+ Outside Diameter of Pipe n Feet) - W-d
2 2 TABLE 2
Arm of Conneta q
Safe Saari-Land, h/So Ft.
4. Mmdmum Length of Thrust Black(Lm}- -
Maximum Height -Hn TM safe t+ewcnq loads piurn in the fall irrqOble we for
5. Required Amount of C.—t.(Cu,Yd.) _(Height x Depth x Length)x 0.03704 horixantol thrusts when the depth of co the pipe
exceed.2 fast
-(Nm x Lm x Dc)x 0.03704 Safe Bearing Load
F- FXAMPI c SOIL Lb.9K SG F3
1. PX9hiela: "Muck,peat stn 0
Colculotion of the amount of concrete required to bloek o 90'bend In on W SSaannd toy
2,0000
Cl wCAW main: the normal operating pressure n the pipe w6!be 65 psi and the col Send and Grovel 3,1700
condition In the area lndloetao rand and roveL Sand and Grovel Ca'W'I d with Cloy 4,000
9 Hard Shote t0,000
MnSolution muck Or pent a1 thrusts ahaL he reetroined by ppas a
-Maximum testing pressure(See Tobe 1)-300pp�� „0.75 It It.rodo to solid foundation a by removel of muck
Outside diameter f 8'pipe-9.05 1- or east and replocemenl with balteat of-1116ent
-Go to Tobe 1: The testing prsssur.Of 300 pDssli eee atab9ity to resist thrusts.
that the thrust on a 90'been 1.21,360 pounde.
CAP
22-1/2a
11-1/4 k9d'BEND
FIGURE 1
NOTE: FOR CONVEX VERTICAL SENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
45aBEND
TEE
STD. PLAN -- $90.5
PUBLIC WORKS
DEPARTMEN'T'
�r $ JANUARY 2009
�NT�
r
Where shown on the plans or in the specifications or required by
40 the Engineer, joint restraint system (shackle rods) shall be used.
All joints restraint materials used shall be those manufactured by
Star National Products, 1323 Holly Avenue, PO Box 258,
Columbus, Ohio 43216 unless an equal alternate is approved in
writing by the Engineer.
Steel mea. Materiols
High strength low—*Hey steel (cor—ten).
ASTM A588 heat—treated.
1Y1/
1.Tiebolt:
ASTM A588, Grade B. Cor—Ten, equal to Superstar Tielbolt Installation,
SST 7 : 5/8" for 2" and 3' mechanical joints (M.J.) with eye for 5/8' rod Install the joint restraint system in accordance with the Manufacturer's
SST 7 : 3/4" for 4' to 12" M.J. with eye for 3/4' rod instructions so oil joints ore mechanically locked together to prevent pint
SST 756 : 3/4' for 14" to 24" M.J. with eye for 3/4" rod separation.
lid SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod Tiebolts shall be installed toull against the mechanical
SST 757 : 3/4' for 14' to 24" M.J. with eye for 7/8' and 1' rod P 9 joint body end
SST 778: 1" for 30' to 36" M.J. with eye for 1' rod not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts.
2 Tienut: Hex Nut Install tiecouplings with both rods threaded equal distance Into
ASTM A588, Grade 8, Cor—Ten, equal to SuperStor Tienut tiecouplings. Arrange tierods symmetrically around the pipe.
YID SSS for 5/8", 3/47, 7/8", l' Tiebolt and Tierod Where a Manufacturers mechanical joint valve.or fitting is supplied with
3.Tiecoupling with Tiestop Pin slots for 'T" bolts instead of holes, a fionged valve with a flange by
ASTM A588, Grade 8, Cor—Ten, equal to SuperStar Tiecoupling mechanical joint adaptor shall be used instead, so as to provide adequate
SS7O for 5/8', 3/4', 7/8", 1" 7ierod
space for locating tiebolt.
111111111 4.Tierod: Where a continuous run of pipe is required to be restrained, no run of
Continuous threaded rod for cutting to desired lengths restrained pipe shall be greater than 60 feet in length betwee fittings.
ASTM A588, Grade B. Cor—Ten, equal to SuperStar Tierod Insert long body solid sleeves as required on longer runs to keep tierod
lengths to the 60 foot maximum.
SS12 for 5/8% 3/4', 7/8", 1'
S.Tiewasher Pipe used in continuously restrained runs shall be mechanical joint pipe
and tiebolts shall be installed as rod guides at each joint.
No ASTM A588, Grade B. Cor—Ten, equal to SuperStar Tiewasher
SS17 for 5/8', 3/4', 7/8', 1' round flat washer
Pipe Test.
Size Pressure Number and Size of Rods
Inches PSI 2 4 6 8 10 12 14 24
rr 2 250 314"
3 250 3/4"
4 250 314"
6 250 314"
8 250 314"
10 250 314"
12 250 314"
14 250 314"
16 250 3/4"
18 250 Nil'
21 250 314'
24 250 314"
30 200 314"
33 200 1'
42 200 i"
48 200 1'
Elfly
A) _Ll)
2 5
rill 3 4 1
rrt
STD. PLAN — 830.5
n_® PU13L1:C WORKS $I�C.ICUR�iDD2
DE"TARTMI.NT A D 7=AK L'W JANUARY 2009
IMP
WATER MAIN IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
2" CLOSE NIPPLE f PLANTER OR CAST IRON BOX IN PAVED
f OR CONCRETE AREAS.
2" CLOSE NIPPLE
J 2" 90' ELBOW
2" 90' ELBOW— „ 2" GALVANIZED PI
AS REQUIRED
CONCRETE BLOCKING
PLAN
VALVE NUT EXTENSION AS REQUIRED IIS
TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK
STANDARD 8" TOP SECTION, WITH -� -� 6" MAX.
REGULAR BASE SECTION LENGTH i
TO FIT. u
2" RESILIENT SEATED 2 1/2" NST (HOSE)
GATE VALVE, SCREWED AND 2 1/2" FNST
2" GALVANIZED
CAP WITH GASKET
PIPE 12" LONG
2" CLOSE NIPPLE - 2"x2"x2" TEE AND 2" CAP
BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE d1
AND 2" 90' ELBOW AND 90' ELBOW.
oop o°�on°ao� 2" 90' ELBOW
INSTALL 4 MIL POLYETHYLENE '18" MAX.
PLASTIC COVER OVER WASHED
GRAVEL. CUT HOLE FOR PIPE
p o°C) O°o'UO
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
R
ELEVATION
Irlrl
SM. PLAN - 340A
PUBLIC WORKS 2"�L.��O�
�N o JANUARY 2009
di
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
r EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS,
CAST IRON CAP OR PLUG WITH 2"
�I• • IPS TAP SHALL BE A ROCKWELL
vw 482 END CAP COUPLING_
WATER MAIN 2" GALVANIZED IRON PIPE
�w AS REQUIRED.
2" CLOSE NIPPLE
2" 90' ELBOW 2" GALVANIZED IRON PIPE, 12" LONG.
as PLAN
No
vwr
TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED
EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE 8090)
ar 8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT, INSTALL 2" 90' ELBOW, SCREWED
—F 2'• PLUG, SCREWED
18"
rrr
2" GALVANIZED IRON PIPE 12" LONG 2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
irr VALVE, SCREWED INSTALL 2" 90' ELBOW,
SCREWED
2" GALVANIZED IRON PIPE
wr AS REQUIRED.
ELEVATION
r
m
ar
�Y ° STD. PLAN — 340.2
�►�j ; PUBLIC WORKS AlrAN
�A, �o
JANUARY 2009
2" OPEN PATTERN, RETURN BEND - 180'
2" BEEHIVE STRAINER 2" GALVANIZED IRON PIPE FIELD LOCATE
CUT OPENING AS REQUIRED,
AFTER INSTALLATtOt4, GROUT 17"x30" PLASTIC METER BOX EQUAL TO MID STATES
AROUND PIPE. &" MAX. PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE
\ IRON DIAMOND PLATE. 18"x31" MSCBC 17308
ab
1" CLOSE NIPPLE
1g" 1" UNION 1" BRONZE GATE VALVE, SCREW EQUAL
1" NIPPLE TO RED-WHITE VALVE CORP. FIG NO.280
UNION
2"x 2"x 1" TEE, 1' CLOSE— COUPLING COPPER TO MALE IRON
NIPPLE BETWEEN TEE & BENI). \ PIPE-FORD C28-44 OR EQUAL.
2" RESILIENT SEAT GATE VALVE
1" 90' ELBOWWITH THREADED ENDS
2" GALVANIZED IRON PIPE
18" LONG g" MIN. xlz'0 2" BRASS NIPPLE - 6" LONG
oo- a °pe p O (MIPT X MIPT)
1 'IM1N o ao $ o o o°a�°0 2" IRON PIPE THREAD CORPORATION STOP WITH
2
l o 0 8 a �"o�oo f 90' BEND FOR COPPER. FORD TYPE 171000 PACK
JOINT CTS.
1" GALVANIZED IRON
PIPE 70 FIT
2" CAP WITH 1/8" 1" 90' ELBOW
DOUDLE STRAP SERVICE CLAMP WITH
HOLE FOR DRAIN. 2" IPS TAP TO FIT, EQUAL TO MEULLER CO.
1" TYPE "K" SOFT COPPER TUBING 2"xl" BRASS BUSHING
`— 1" COMBINATION AIR RELEASE & VACUUM VALVE,
ZSCREWED. APCO NO. 143C OR EQUAL.
WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON
1/4" MESH FOR DRAIN
NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE
INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS
IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED,
PROVIDE ADDITIONAL. DEPTH OF LINE TO CREATE A HIGH
POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED.
LOCATE ARE-VACUUM METER BOX OUTSIDE OF TRAFFIC
AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK.
STD. PLAN - 340.3 �
PUBLIC WORKS lwAIR a VACUUMWLEASE
DEPARTMIENT As MAY JANUARY 2009
�NT�
r®
rlr
2" OPEN PATTERN, RETURN BEND - 180'
2" GALVANIZED IRON PIPE FIELD LOCATE
wo - 2" 90' ELBOW
CUT OPENING AS REQUIRED, AFTER
INSTALLATION, GROUT AROUND PIPE.
iso 2" BEEHIVE STRAINER 2" UNION
SHORT NIPPLE
2" CLOSE NIPPLE
2"x2"x2" TEE 2" UNION
Yrr 17"x30" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE
IRON DIAMOND PLATE. 18"x31" MSCBC 173OR
18"
2" BRONZE GATE VALVE, SCREWED EQUAL
nn TO RED-WHITE VALVE CORP. FIG NO. 280
„ 2" RESILIENT SEAT GATE VALVE WITH
THREADED ENDS
2" 90' BEND WITH CLOSE
NIPPLE BETWEEN BEND A 2-2" BRASS 90' BENDS WITH CLOSE
go NIPPLE BETWEEN BENDS
2" GALVANIZED IRON PIPE TO FIT o
CLOSE
° °Qo°o, oo ° v� °poo` NIPPLE
o°,O° n° p o°°0 2' CORPORATION STOP 90' BEND,
12 MIN. A�.o 08 0 o n 'oo I.P. THREAD TO COPPER, EQUAL
11rr j -� TO FORD FB SOD.
-2" TYPE K SOFT
2" GALVANIZED IRON PIPE COPPER TUBING TO FIT
18" LONG DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
2" CAP WITH 1/8"
HOLE FOR DRAIN. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
iPS TAP TO FIT, EQUAL TO MUELLER CO.
WASHED GRAVEL, PASSING AIR AND VACUUM VALVE 2" ASSEMBLY
APCO NO, 1452C OR QUAL.
1-1/2" AND RETAINED ON
1/4" MESH FOR DRAIN
■r
No NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
as OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
40 PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
or
�Y
.Iw ti o STD. PLAN — 340.4
PUBLIC WORKS AlrAI ' & VACUUM
1)E 1)A I ZT M E NT �sirYera A3SEwt8L'Y
JANUARY 2009
INSIDE I4OUSE ADJACENT TO WATER METER
PREFERRED CONFIGURATION PROPERTY LINE SAWDUST
5 6 9 5 FILL
co 5 , -
7 24" MIN 7
7 6..
d�10 ddFROM 6" A'(8 10 4 2 WATER - `i°:TYP
METER 1 10 3 10 8 t0 4
FLOW a FLOW 2 �
--s-
OUTSIDE FOUNDATION
5 6 9 5 SAWDUST FILL
24" MIN.
6"
6 :PEA GR VEL':.;i
2 10 3 10 8 10 4 2
FLOW
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
FUNCTION
# ITEM AMT THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
1 90' GALVANIZED STEEL ELBOW 4 EA. NIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PE
2 3/4" PACKING JOINT COUPLING VJ/MALE IRON PI2 Ep, PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
THREAD FOR COPPER PIPE SERVICE: FORD C84-3OR CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33 IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
OR EQUIVALENT INSTALLATION
3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
WITH UNION COUPUNGS AT INLET AND OUTLET, THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
AND STRAINER) ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
4 3/4" CLOSE UNION - BRASS (M X F) 1 EA, SHOWN ABOVE, A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
5 3/4" BRASS VALVE VARIABLE
6 12" STANDARD METER BOX W/SOLID COVER 1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 < INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE
REQUIRED
8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA.
9 1/4" PETCOCK (M X F) 1 EA.
10 3/4" BRASS NIPPLE VARIABLE
PUBLIC WORKS 414s- 8 I"INDIVIDUAL PRESSURE
DEPARTMENT REDUCING VALVE ASSEMBLY
�No JANUARY 2009 ,
r
FLOW DUCTILE IRON PIPE (FL x PE) t3 UTILITY VAULT CO. VAULT FLAW
36" MIN. LENGTH OR APPROVED EQUAL
ow36"
f -_24" MIN. j 1 THRUST BLOCK (TYP,)
Q5 .2 5• ,
\ s I UNDISTURBED SOIL
1 tt INSTALL NDN-SHRINK
4" THICK CONCRETE 12 a EPDXY GROUT
SPLASH BLOCK
THRUST RESTRAINT COLLAR FOR
IN-UNE PRV OPTION. SEE DETAIL. PRV VAULT — PLAN VIEW THRUST RESTRAINT COLLAR FOR
IN-UNE PRV OPTION. SEE DETAIL
BEEHIVE STRAINER 13 UTILITY VAULT CO. VAULT
OR APPROVED EQUAL
12" 73 UTILITY VAULT CO. VAULT
OR APPROVED EQUAL 4"
FINISH GRADE
-� GALVANIZED
IIIY 36" FOR PIPES'
i 11 12 s STEEL
TO" & SMALLER,l n LADDER
48" FOR PIPES JJ /7 6
12" & LARGER Y Y 2 9 5
FLOW FLOW
iYIM
3
1 4" MIN. �- p 2" TYP. 1
12" MIN
CONNECTION TO STORM PIPE
WITH CATCH BASIN OR MANHOLE
12" MIN 6" 0 SD, S=z ).07 14
°w PRV VAULT ELEVATION
a
NOTE: ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
SUBMERSIBLE PUMP 12VDC WARREN—RUPP SPA 1-1/2 E
IIIIU WHERE STROM DRAIN IS ABOVE FLOOR ELEVATION OF PRV
VAULT.
PLAN FOR ELECTRICAL CONDUIT SHALL BE SUBMITTED FOR
SPECIFIC USAGE.
PRV VAULT — SECTION
INSET& PREY SIZE AUZLLARY TEE MOLATION GATE VALVE 0.1,PIPE CL 52 GATE VALVE.UNION.TEE & PRESSURE UUTY VAULT CO.VAULT UTILITY VAULT CO.
IE
OUT— (IN) PREY SIZE (ELFLL) gr O RANGED (PL k PE} OEM SW(IN) RQIEF VALVE MODEL No.(OR VAULT COYER(OTY)
LET POPE (1N) SZE(IN) G ADAPTOR EENGTM(III) SIZE(IN) APPROVED EQUAL) *MODA0•(OR
SIZE(IN) SIZE pN) APPROVED EQUAL)
a a 1-1/2 6.4 a 36 1-1/2 (SE) 1-1/2 (SE) 5106-LA 3-332¢
B a 2 8k4 a 24 2 (SE) 2 (SE) 5106-u 3-332P
10 1 10 1 2-1/2 1 10.8 1 10 1 24 1 2-1/2(SE) 2-1/2 (SE) 612-1A 3-332P
12 12 3 12x8 12 t6 3 (SE) 3 (SE) 612-LA 3-3321'
14 14 4 14x4I I _�d 14 24 4 IDN 4 (PL) 514-LA 3-3321
1a It, 4 1 18.4 1 to 19 4 (Np 4 (R) B14-LA 3-332P
aw �Y °,.�, STD. PLAN — 340.8
PUBLIC WORKS dRi1�iI�YAPitl1STATICjN
r DEPARTMENIT f#&VAULTSTS/M/MRD
JANUARY 2009
.r
�q•
mil
to
THE BY-PASS ASSEMBLY SHALL BE —
INCLUDED AS PART OF THE DETECTOR 4"x4"x6"BULL HEAD TEE. FL.
DOUBLE CHECK VALVE ASSEMBLY.
5/8"x 3/4"METER SHALL BE �--- TOUCH READ PIT LID SENSOR
SENSUS SRU M"H TOUCHREAD PITLIO MOUNTED ON STEEL PLATE 4"ADAPTER,fL.x SCREWED,
(TR/PL) ONE EACH SIDE
(METER OWNED BY CITY) COVER THROUGH COVER. DIA. No
DRILLED HOLE IN COVER,
PRECAST CONCRETE VAULT VTH 2 - 3'x 3' 4"x 2 1/2"FIRE DEPARTMENT DOUBLE CONNECTION
HINGED STEEL PLATE COVERS. DIMENSIONS S'-0" FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE
x 9'-0"x 7'-2" UTILITY VAULT CO. 4484-LA OR CAPS EQUAL TO GRINNEL FIG. 1662 W7H HOSE
EQUAL CAPS FIG. 1333,
CITY PIPING PRIVATE PIPING 4" PIPE FL.x fL 4"SWING TYPE GRAVITY OPERATED CHECK VALVE,
2'-0' LONG FL. EQUAL TO MUELLER CO. A-2600-6 WTH BALL
DRP VALVE AT BOTTOM
4 FL x P.E. D.I. PIP£ WITH 34"
COLLAR If r^n0A.1 P,E. 9.-0" INSTALL EPDXY NON-SHRINK GROUT(TYP.)
z 3•-4" LONG 4"PIPE,FLx FL 3.0' LONG
21" 4"SHORT RADIUS 90-BEND FL.
TEE (MJ x FL) -
GATE VALVE (FL x MIS) 0" : 6� 4" 90'BEND FL.
—7 Cltt MAIN TO BUILDING
�
12"ALL AROUND -—•—
2'-2' DEADMAN
BLOCK
REQUIRED.
CONCRE7E BLOCKING 4'x4-x4" TEE
FL
PLAN
4"GATE VALVE MJ X FL WITHSIZE
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SNAIVALVEppST INDICATOR POST VALVE SAMEAME SIZE AS
INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TEST OOUBLE CHECK VALVE ASSEMBLY INCLUDES DOUBLE CHECK VALVE (MUELLER CO. OR
COCKS, AND APPROVED CROSS-CONNECTION CONTROL M RESILIENT SEATED SHUTOFF VALVES EQUAL)
ASSEMBLIES PER DEPARTMENT Of HEALTH LATEST 4""FLANGED COUPLING
APPROVED LIST. ADAPTER EQUAL TO ROMAC.
4" DUCTILE IRON CLASS 52 PIPE,
CEMENT LINED, LENC7H TO FIT.
TOUCH READ PIT LID SENSOR MOUNTED
ON STEEL PL,4TE COVER THROUGH
1-5/8" DIA. DRILLED HOLE IN COVER. T
3 36"TO 42'
-- 4" PIPE
FL. x SCREW
2'-2" 2' 0"
7'-2" 21
4" BO' BEND FL.
2,-it
6" M!N. DRAIN TOGALVANIZED STEEL LADDER
DAYLIGHT OR STORM
DRAIN SYSTEM WITH
CATCH BASIN OR MANHOL
COMPACTED FOUNDATIONE
ADJUSTABLE STEEL PIPE
GRAVEL SUPPORT, STANCHIONS BOLTED
TO FLOOR a*
Nore END VIEW
1. LOCATE VAULT IN PLANTING AREA NOT !N PAVING.
2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON
CEMENT LINED.
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT
THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT
OPENING, AFTER COMPLETE INSTALLATION REMOVE THE
TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT,
4. GALVANIZED LADDER FOR ACCESS.
5. AFTER FIELD INSTALLATION, MAIN DOCVA AND BY-PASS DCVA
MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH
CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE
SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING Oki
DEPT. PRIOR TO ACTIVATION OF NEW UNE.
6. INSTALL BRASS PLUGS AT ALL TEST COCKS
+ + PUBLIC WORKS PRFAWUJW mtrAuCrme 87A770M BID. PLAN — 340.7
DEPAR'T'MENT IN-VAULT W)M R W1L/LVE VAL Vff
JANUARY 2009
L'N�Q
w.
rr
w 120 VOLT ELECTRICAL OUTLET FOR
HEAT TAPE. INSTALL HEAT TAPE
FOR FREEZE PROTECTION CENTER BACKFLOW
I PREVENTER IN
rr p REDUCED PRESSURE ENCLOSURE
E BACKFLOW ASSEMBLY
x
C) (RPBA) 3" MIN.
w
3" MIN. 3" MIN. INSULATED ENCLOSUR
"HOT BOX" OR EQUAL
aw 3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER �D
3" MIN.
CONCRETE SLAB UNION Z FINISHED
N N GRADE
FINISHED
wr GRADE � 2 . . `.
Ob
ww DRAIN
., z SEE NOTE 4
6" MINIMUM = SLEEVE
FREE DRAINING (TYP.)
GRAVEL z
CONNECT TO
wir WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW �►--
INSTALLED W/ APP'D. /Dl*RIGID
L PANEL. FRONT VIEW
so MATERIAL PER UPC RECT BURIAL OR IN sloe
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
aw NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
do REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS-CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241,
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's.
aw 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
�Y
ow PUBLIC WORKS ,INt'3611/ STD. PLAN — 350.2
REDUCED PRESSURE BACPCFL
��$ DEPARTMENT ASSEMBLY/N mor Box�A„Tp JAN 200'
wr
MANHOLE FRAME AND COVER
6" SEE DRAWING 401
12" MAX. _ 24"
! ADJUSTMENT (4" MIN.) ulr
I CONE
`D'
RUBBER GASKETED JOINTS IN '
ACCORDANCE WITH ASTM C-443
STEPS — POLYPROPYLENE STEPS '
SHALL BE INCLUDED
6-1/2"
CONCRETE RISER BY PIPE INC., ,
7' MIN. OR APPROVED EQUAL.
d
12" (TYP) MAX. PIPE SIZE — `E`
t LADDER—POLYPROPYLENE
i'
CONCRETE SHELF
1� PRECAST BASE SECTION
J OR CAST IN SHELF.
,B,
NOT TO SCALE
.A, ,B, .C, 'D' ,E,
48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.Q.
60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3- CASTING TO BE PER DRAWING 401,
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING
AND FALL PROTECTION SYSTEM INSTALLED.
STD. PIAN — 400.1
Bj PUBLIC WORKS
DEPARTMENT STANDARD SANITARY MANHOLE -- n
MARCH 2008
�f
ar
MANHOLE FRAME AND COVER
wr PER DRAWING 401.
r
4" MIN. TO
e _ 12" MAX.
' a
e' •a d - CO
o
24"
rr
� m
12" a iv 00
r
.8 J Z
0] �
_Q
c N
4"— ° 54>,
.a
• °c od
'e
o o a" n d d.o, e 6go ..
6"
NOTES:-
1,
OTES:1, STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
r 3. CASTING TO BE PER DRAWING 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEINER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC–AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE 1N CONFORMANCE WITH ASTM C-443.
r 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.
am
PUBLIC WORKS SANITARY MANHOLE STD. PLAN — 400.2
� DEPARTMENT SHALLOW MARCH 2008
tt'h'-f0
rills'
ADJUSTING RINGS OR BLOCKS MANHOLE FRAME AND COVER
AS REQUIRED. 24" PER DRAWING 401.
zz:T ------
11ri
PRECAST VALVE 4" MIN. TO
CHAMBER CONE - 12" MAX. X
R.C.P. OR
EQUALADAPTOR
COLLAR 12" PIPE 12
RUBBER (MAX.) o
GASKET
z
19 a' it) 72
a + pb > M
J
48"
ZPOURED IN PLACE BASE
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING 401.
4. ALL JOINTS SHALL BE: GROUTED.
5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR APPROVED
EQUAL; COLOR OF COATING SHALL BE WHITE,
&. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
& CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED
EOUAL.
ti�Y o
PUBLIC WORKS SANITARY MANHOLE STD. PLAN — 40.3
DEPARTMENT EXTRA SHALLOW
��Nazo$ MARCH 2006
arr SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
�w I
PATCHED AREA
r
A A
COVER
ar
aw
to
PLAN
NTS
r
l'-0'=— OUTSIDE DIA. 7'-0" 2" HMA CLASS 1/2" 64-2.2
OR AS APPROVED BY THE
�w ENGINEER.
r
4" CONCRETE
rrr
SECTION A-A
Yir NOTES:
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING CONCRETE
BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH 2" OF HMA CLASS 1/2" 64-22 OR AS APPROVED BY
THE ENGINEER.
PUBLIC WORKS TYPICAL UTILITY COVER STD. PLAN - 400.4
' DEPARTMENT ADJUSTMENT FOR
w. CPN PAVEMENT OP. OVERLAY MARCH 2008
rrn
BOLTHOLES - 3 PLCS im
EQUALLY SPACED 120'
sxa
NVGaIX'X NLSV3 APART ON 23 1/16' (586MM)
DIA B.C. (SEE DETAIL)
a x auvaia+
�� OBCICCDD
` �cu
s
RENTO`N\ y
SEWER
NDE IN USA
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW rr
25' DIA.
1635mm) 1' (3) BLT SOC. (ALLEN HEAD)
_ 3/4" C25rnl 5/8' X SS
L19r,M1 j��1—jtL- RUBBERE WASHER HER
f 8 3/4' L 2 1/2'
1222Mr,1 (64mml
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
_ 26 1/2' DIA
C673MM1
25 1/4' DIA _ 1IIf
C641MM1 1 1/16" 1/4 1 1/16'
1/4' (6MM) DIA C27MM3 [6MMl '—� 127MM3
NEDPRENE GASKET
1 6.
I I 1152riMl (3mm)
5/8' j 23 3/8' DIA CL OPEN CR3MM3
116MMl (594MM1 GASKET GROOVE DETAIL
_ 27 5/16' DIA
1694MM1
34 1/8' DIA
IB67Mr.1 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
ti�Y o
PUBLIC WORKS STD. PLAN - 401
DEPARTMENT MANHOLE FRAME AND COVER N
'� MARCH 2008
r
YID 6" MIN.L_- - _-6" MIN.
I _
6" MIN. 6" MIN.
�Yllr
1/2 BLIND FLANGE AS DAM
D.I.P. TEE CL.50,
� 1/2 PLUG AS DAM
ONE LENGTH OF DUCTILEONE lENG7H OF DUCTILE
IRON PIPE (CLASS 50) TO 7 TYPICAL TEE 21, MIN. IRON PIPE (CLASS 50) TO
SOLID BEARING WHEN SPAN MANHOLE SOLID BEARING WHEN SPAN
a IS MORE THAN 4'. b"
� IS MORE THAN 4'.
� MIN.
y111� --
'.t .
ZFLEXIBLE ° ° FLEXIBLE JOINT
JOINT
Y BACKFILL WITH °
COMPACTED MATERIAL X BACKFILL WITH
AS DIRECTED BY f q COMPACTED
ENGINEER. o p' - 6" MIN. MATERIAL AS
DIRECTED BY
'DA.P,MCIIN504 6" MIN. N ' ( ENGINEER.
SHACKLE RODS I`_)
CEMENT CONCRETE CLASS C
CEMENT POURED IN PLACE
wI CONCRETE CLASS
C BLOCK POURED ,.. 90' BEND
IN PLACE (TYTON U-651)
° �-TYPICAL MANHOLE
D.I.P. 90' BEND FOUNDATION
ow CL.SO(MJ X PE) CONSTRUCTION
DUCTILE !RON CONCRETE ENCASED
DROP CONNECTION DROP CONNECTION
A
am NOTES:
1. LOWER CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EOUAL.
Alla 2. UPPER PENETRATION OF MANHOLE SHALL BE MADE BY CORE DRILLING
THE STRUCTURE, ROUGHING THE EDGES, AND SEALING AROUND THE
PIPE WITH NON-SHRINK EPDXY GROUT. UNLESS OTHERWISE APPROVED
BY THE CITY, THE CONNECTION SHALL BE SEALED BY USE OF A URETHANE
OR POLYURETHANE INJECTION GROUT BEHIND THE POINT OF CONNECTION.
so SAID GROUT SHALL BE DESIGNED TO STOP WATER LEAKS.
fm
PUBLIC WORKS OUTSIDE DROP CONNECTION STD. PLAN - 402.1
DEPARTMENT FOR SANITARY MANHOLE
�NTfl MARCH 2008
Irs
1 /2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
wr
SEE NOTE 2
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
Y.
BRACKETS OR APPROVED EQUAL
90` BEND
3/4 THE DIAMETER OF „
THE DOWNSTREAM PIPE
w .
. a
NOTES:
1, INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE
WASTEWATER UTILITY SECTION.
2- ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, go
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
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 REQUIRE A LARGER DIAMETER 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 MINIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
��`►� PUBLIC WORKS INSIDE DROP CONNECTION STD. PLAN - 402.2
DEPARTMENT FOR SANITARY MANHOLE
A�At�O: MARCH 2008
r
RECESSED
LIFT POCKET
r•
11 N.C. SOCKET HD 2" q C 2'-0"
�^ SCREW 1 LONG
titow \ �/ ` (BRONZE OR S.S.)
Y2" x 2" RAISED PADS
As
6" CONCRETE
as CLASS 3000 FIBER JOINT
PACKING
12 3'4" WATER TIGHT
14" PLUG
2�j Y8
rrr 45' (1/8) BEND
1 2"
1 Y4" P�
t 2 �
to
12 Y4"
as 14"
J�
O
CAST IRON RING AND COVER �P� PIPE MATERIAL AS SPECIFIED
stir G�' BY THE ENGINEER
+rw
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
'u
tirr
NOTES:
1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC.
am
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE MNG AND COVER.
rr
�Y
PUBLIC WORKS DEPARTMENT
PLAN — 403.1
DEPARTMENT 8 OR 6 INCH CLEAN-OUT
��1v cow MARCH 2008
RECESSED
LIFT POCKET
%" — 11 N.C. SOCKET HD
+ �\ SCREW 1 Y" LONG
(BRONZE OR S.S.)
2" RAISED PADS
12 Y4"
14"
5�^
2" Ys"
Ye"
c T
, —IY," -Y42
8"
1 2"
11"
(-- 12 A" i
— 14"
NOTE;
L CLEANOUT IS ONLY TO BE USED AT THE PERMISSION OF THE
GTY OF RENTON ENGINEER.
2 A. 2'-0" 2. THIS CLEANOUT IS ONLY TO BE USED FOR "DRY" SEWER LINES
THAT MAY BE EXTENDED IN THE FUTURE. ITS PURPOSE IS TO
ALLOW THE ENGINEER TO DETERMINE THE INVERT ELEVATION OF.
THE PIPE FOR FUTURE DESIGNS. ALL "LIVE" LINES SHALL USE
7BY
STANDARD DETAIL 8076-1.
3. RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL
FIBER JOINT
6" CONCRETEPACKING 4. IN UNIMPROVED AREAS POUR V-0" THICK 2'-0" SQUARE
CLASS 3000 CONCRETE, CLASS 3000, PAD AROUND RING AND COVER.
ER TIGHT
G
ATERIAL AS SPECIFIED
ENGINEER
0
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
— ,A—, ,—
MAIN SIZE MAY VARY
PUBLIC WORKS 8 INCH CLEAN—OUT STD. PLAN — 403.2
DEPARTMENT FOR "DRY" SEWER MAIN
��NTp MARCH 2008
At
+rr
A A
PLAN VIEW
+rir 4
SEWER J
VALVE BOX LID WITH EARS
ow VALVE
DIRECTION OF SEWER 2" SQUARE
MAIN AND WORD "SEWER" OPERATING NUT
CAST INTO IT
anSEE DETAIL
`— 4-1/4" DIA.
1/8" MIN. THICKNESS
aft
`-- 2 PIECE CAST IRON VALVE
BOX, RICH—SEATTLE TYPE
OR OLYMPIC FOUNDARY i" STEEL
LENGTH AS REQUIRED
trr
�y 1/8" MIN, THICKNESS
!! 2-1/4" INSIDE MEASUREMENT
ow 2-1/4" DEPTH
VALVE OPERATING NUT
SECTION A—A EXTENSION
im
3�
ow
3�sr
3
38" MIN.
WIDTH
an VALVE OPERATION NUT EXTENSION NOTE: WHITE POST
EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE 6?_"
THAN THREE (3) FEET BELOW FINISHED GRADE. i III:
ars EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT !i��J1,": LIFT,
LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. 24"
NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL,
SIZED AS NOTED, AND PAINTED WITH TWO COATS OF
METAL PAINT.
VALVE MARKER POST
aw VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL TO CAP.SONITE
UTILITY MARKER
w
VALVE MARKER POST TO BE USED FOR ALL MAIN
LINE VALVES OUTSIDE PAVED AREAS
m VALVE MARKER POST SHALL IDENTIFY VALVES AS
SEWER
rw
STD. PLAN — 404 SEWER VALVE
PUBLIC WORKS OPERATING NUT EXTENSION
•• NTo� DEPARTMENT AND VALVE MARKER POST MARCH 2008
.a
I
Ali
W (SEE NOTE 4) LIMITS OF PIPE ZONE
1, 0„
BEDDING MATERIAL FOR 1
SANITARY SEWER PIPE 1' O.D_ OF PIPE
(SEE NOTE 6)
FOUNDATION LEVEL �� 1
6„
BEDDING FOR SANITARY SEWER PIPE ,rr
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
NO
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6, PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
+�11
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED. -
+ PUBLIC WORKS PIPE BEDDING STD. PLAN -- 405
DEPARTMENT FOR SANITARY SEWERS
MARCH 2008
air
PROPERTY LINE
z_
6'-0"
b ! FUTURE
rTEE
" BUILDING SEWER PIPE n BUILDING SEWER
ui
? 2"x 4" STUD MARKING POST PAINTED
WITH 6" SIDE OUTLET J WHITE WITH THE WORD "SEWER" STENCILED
a IN 3" HIGH BLACK LETTERS AND #6 WIRE
w WRAPPED AROUND THE STUD AND
p EXTENDED TO THE TOP OF THE STUD.
a
rrt 6" SIDE SEWER AND BUILDING SEMER
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A, VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR
fw APPROVED EQUAL).
C. PVC MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
m E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK-OUTS OR THE
STRUCTURE SHALL BE CORE-DRILLED.
r�
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX t'
CONCRETE
BLOCKING
Gp 2% MIN SLOPE
_ HORIZONTAL
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN SEWER MAIN
rr CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
aw A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
a
PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN — 406.1
a�
r� ,=°�� DEPARTMENTT INSTALLATION
SEWER MAIN TO PROPERTY LINE MARCH 2008
ALL 90' TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE AND 45' BEND. TWO
45'BENDS SHALL NOT BE ACCEPTABLE.
4" BEND AS REQUIRED (NO MORE
THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
WILL REQUIRE A SURFACE
CLEANOUT WYE. 1\
I
w w w
z_ z• z•
J :3. J.
r r
HOUSE aHOUSE a- HOUSE a� HOUSE
0 0 0
ce o
n a. 0-
3-0" MIN.
i 4" SEWER PIPE
4" SURFACE r (TYPICAL)
4" SEWER PIPE, SEE NOTES 2
w CLEANOUT 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
WYE PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6'"
( 4" CLEANOUT (TYPICAL)
t PROPERTY LINE WYE WITH PLUG ( PROPERTY UNE
-6' MIN. iO
v 0 0 6"x 4" REDUCER 0
z z (TYPICAL) vzzi
W MAIN SEWER UNE w w x
NOTES:
1. Prior to installotion of a sanitary sewer connection, a side-sewer
z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased 'from the City of Renton Public Works
aX FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment
o OF THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 2, Types of i e and fittin s that can be used for sanitarysewers
o i DEVICE SUCH AS CLEAN CHECK EXTENDABLE p P 8
o BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Department of Public Works. Rubber or
INSTALLED. neoprene gaskets as specified by the manufacturer, shall be
co used on joints. �
0 4" I'LEXIBLE COUPLING (FERNCO OR EQUAL)
Z 3. A minimum grade of 2%(1/4" per foot) must be maintained
with 4" pipe. In the event a 2% grade cannot be maintained, the
5 N SURFACE CLEANOUT owner must sign a City of Renton grade release form and then
in 4"x 4"x4" WYE can install 6" pipe at a grade of t%.
4" PIPING
PLAN 4. For inspection of side sewer, tali 24 hours in advance. The
BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
MAIN TO PROPERTY UNE 5-0" 5'-0" house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER y-6" tank hos been pumped out and filled with sand.
TO 3'-0"' 5. Install side Sewer with 2' minimum cover. 18" cover is allowed
at the house If outlet is shallow.
CMI
-0, 6. If side sewer stub is not available. The owner shall be '
m a oa rn rn rn A �, a N A responsible for its installation per standard drawing 406.1. All
m N i N 2 rn = x- :cbi x x� vi work within street right-of-way shalt be done by o licensed and
o z cn cn m rAr zo c A c x ° X n O banded contractor,
C) M m A m O t� m m v r `n O m 7. All work shall be accomplished in accordance with the Washington
01 y 'aa� m i� x X-Pt o D m m Industrial Safety and Health Act. (WISHA)
i_ zm z C C:
-C o+ul o r-� o y 8. All trench restoration for side sewers in the public right-of-wey
"mm zZ m Z o -4 -+ y sholl conform to the most current trench restoration -
m 0 n z orn 0 requirements as in the Renton Standard Drawings.
ins z v
n m O S. All building sewer and side sewers shall hove bedding in
in c%�y = accordance with standard drawing 405,
> 0;0 °
inZ v� m 10, There shall be a minimum 10 foot horizontal separation between
o m v sanitary side sewers and water services and a minimum 5 foot
<A ➢8-1
e horizontal separation between sanitary side sewers and gJ other
pn z o utilities.
c� a
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING SEWER STD. PLAN - 408.2
DEPARTMENT
+
PUBLIC 'WORKS FROM PROPERTY LINE TO
NT BUILDING CONNECTION MARCH 2008
�'N'1
+rr rE
R/W
rite
1
w
Ir----------
-———————— J ————————
r L---J I
EXISTING 6" SEWER STUB (REMOVE
TO R/W)
EXISTING SANITARY SEWER MAIN
'EXISTING SIDE SEWER
6"5e 4" REDUCER
— BEND AS REQUIRED
(NOT TO EXCEED 45')
PROPOSED 6" SEWER STUB
�I
MAIN RUN SIZE X 6" TEE
PROPOSED SEWER MAIN
1111
+rr�
r
+rr
± PUBLIC WORKS TYPICAL STUB CONNECTION STD. PLAN — 407
N $ DEPARTMENT FOR SEWER REPLACEMENT
�,nTTo MARCH 2008
r�
Q
6" SEWER PIPE
6" PLUG
_ 45-(1/8) BENDS FOR
ONE CONNECTION ON
EACH SIDE.
8"x 6" WYE
VARIABLE
8" PVC OR D.I. SEWER PIFA A
SEWER x (8"' SIZE)TEE
8"x 6" WYE
CEMENT CONCRETE
CLASS 3000 B
VARIABLE 3'x 3' MIN.
3
f
4" TYP.
3' MIN.
SECTION B-B SECTION A-A
NOTE:
UTILIZATION OF THIS DETAIL REQUIRES WRITTEN
APPROVAL OF THE WASTEWATER UTILITY.
~ZY o STD. PLAN - 408
PUBLIC WORKS DUAL SIDE SEWER SERVICE
DEPARTMENT VERTICAL CONNECTION MARCH 2008
ar.
w
COVER 6' BELOW STREET GRADE
&" PLUG
r
6" ON 6" Y BRANCH
+rr
r
24"x 24" COMM. CLS. LONG 6" 1/8 BEND
CONCRETE BLOCK POURED
+�+ AROUND CONNECTIONMAIN i
°
B
• � \$ STANDARD 6" X MAIN SIZE TEE
d a
d• \
4
45' — SEWER MAIN
d �
6 Q
NOTE: NOTE:
rrir DO NOT USE WITHOUT WRITTEN TO RAISE TO GRADE
APPROVAL OF THE WASTEWATER USE STANDARD 6" SEWER PIPE
UTILITY.
r
rir
we
�Y
��► j� PUBLIC WORKS SIDE SEWER RISER STD. PIAN - 409
.. , DEPARTMENT CONNECTION TO SEWER MAIN
MARCH 2008
irr
6 IN. DIAMETER PIPE
LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500
0 0 80 160 236 316 396 476 556 632 680 680
a
50 140 220 300 380 456 536 616 696 712 708 708
100 280 360 440 520 600 676 748 744 736 732 728
Lu
150 424 500 580 660 740 780 772 764 756 748 744
200 564 644 720 800 808 796 788 780 772 764 760
`r 250 704 784 856 836 820 808 1 800 792 1 784 776 772
0
300 844 880 860 844 832 820 808 800 792 788 780 06
350 908 884 868 852 840 828 820 808 804 796 788
CO 400 908 888 872 856 844 836 824 816 808 804 796
450 908 888 876 860 852 840 832 824 816 808 804
TIME SECONDS
6 IN. DIAMETER PIPE
LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500
a 0 0 80 160 236 316 396 476 556 632 680 680
CL 50 220 300 380 456 536 616 696 768 760 752 744
100 440 520 600 676 756 836 840 828 812 804 792
150 660 740 820 896 932 908 888 868 856 840 832
200 880 960 1028 992 964 940 920 900 888 872 860
n
250 1100 1084 1044 1012 988 1 964 944 928 1 912 900 888
z 300 1132 1092 1056 1028 1004 1 984 964 948 932 920 1 908
350 1132 1096 1068 1040 1016 996 980 964 948 936 924
400 1132 1100 1076 1052 1028 1008 992 976 964 952 940
450 1132 1104 1080 1056 1036 11020 1004 988 976 964 952
TIME SECONDS
6 IN. DIAMETER PIPE
LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500
0 0 80 160 236 316 396 476 556 632 680 680
n 50 316 396 476 556 632 712 832 816 804 804 792
100 632 712 792 872 952 984 952 928 908 888 876
150 952 1028 1108 1132 1088 1052 1020 992 972 952 936
¢ _
200 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984
0 250 1360 1300 1248 1204 1164 11132 1104 1080 11056 1036 11020
300 1360 1308 1264 1224 1192 1160 1132 1108 11088 1068 11052
350 1360 1316 1276 1240 1208 1180 1156 1132 1 1112 1096 11076
400 1360 1320 1284 1252 1224 1200 1176 1152 111.32 1116 11100
450 11360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116
TIME (SECONDS)
6 IN. DIAMETER PIPE
LENGTH(FT 0 50 100 150 200 250 300 350 400 450 500
a 0 0 80 160 236 316 396 476 556 632 680 680
a 50 496 576 652 7.32 812 892 972 948 924 900 884
U.)
100 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020
w 150 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116
200 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192
0 250 1700 11624 1560 11504 1452 1408 11368 1332 11304 1272 11248
z 300 1700 11636 1580 11532 1484 1444 1408 1376 11344 1316 1292
350 1700 11644 1596 1552 1512 1472 1440 1408 11380 1352 1328
400 1700 11652 1608 1568 1532 1496 1464 1436 11408 1384 1360
450 1700 1656 1616 1580 1548 1516 1484 1460 1432 1408 1388
TIME (SECONDS)
PROCEDURE:
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.LG. ALL SEWER PIPE SHALL }MEET A MINIMUM AIR
ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES
AIR AS REOUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS
AT 4.0 P.S.I.G. OF PRESSURE,THEN THE TIME OF THE DROP FROM
3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES.
Y
PUBLIC AIR TEST TABLE STD. PLAN — 410
C woRKs
( LOW PRESSURE )
DEPARTMENT W RK
FOR SANITARY SEWERS MARCH 2008
will
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35" 31" 31" 35''
13" I 4'-5"
31" 11
-6" . . 1'-6'�
...... ... . ...<
6'-4" 6'-5"
^� 45
5'-6" 5'-6'
11'
* BASED ON TYPICAL 11-FOOT LANE WIDTH
THRU & LEFT TURN ONLY
ARROW DETAIL
tiZY p ADOPTED
V n CITY OF RENTON
+ +
STANDARD PLANS
��N7O LST DATE:04/04
FAVE REVISION BY PPR'D DWG. NAME: H010 SP PAGE: HO10
r.
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35=r--�31" 31" 35"
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r
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ARROW DETAIL
ADOPTED
A CITY OF RENTON
Yrr a t
STANDARD PLANS
LST DATE:04 j 04
ow DATE REVISION I BY PPR'D DWG. NAME: HO 1 SP PAGE: H011
CURB LANE LANE LANE CURB LANE
CENTER CENTER
I IN IN I
LAN E I LANE
I I I I
i I I
I I I
10'
I I I
I I I I
I I I
8
"(TYP.)—STRIPE
j 6"MIN.(TYP.) 24' I 8"(TYP.)—OPEN
TYP. I 8" TYP. —STRIPE
I CONCRETE LANE I ( ) LANE ( )
GUTTER LINE I LINEL1
I I I I
I
LTIRE LTIRE TIRE I TIRE
TRACKS TRACKSJ TRACKS--' TRACKS
TYPICAL 4- LANE ROADWAY CONFIGURATION
NOTE:
FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION
APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON Thermoplastic/Painted Crosswalk
THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE
LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT.
Y O� ADOPTED
AcrrY of RExTox
STANDARD PLANS
F,NT 1 p LST DATE:04/04
DATE REVISIONBY APPR DWG. NAME: H012 SP PAGE: HO1
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I I
1"Nom 1"Nom
L I SIGNALS
rr� DO p LIGHTING (Mark LT =—ilom
TS—LT
E I TELEMETRY
TRAFFIC SIGNAL SYSTEM LEGEND
Form Letters with 1/8" Weld
Bead. Grind off Diamond Pattern
before forming letters.
PLAN VIEW L L ^Nom.
H
alr
1"Nom .
ILLUMINATION SYSTEM LEGEND
irr
p Lid m TYPE 'I' BOX
0 ! KTYPE 'II' BOX
ON
.ate
c1x1x3/16, 1"Long PLAN SYMBOLS
HOOK DETAIL
(2 Hooks per Lid)
rr ELEVATION VIEW F=--a
Z X
a
rr 0-
X X JUNCTION BOX DIMENSION TABLE
Q Q
_zY BOX TYPE
BELL ENDS—/ ITEM ITEM TYPE 1 TYPE 2
N
ON CONDUIT M ALTERNATE A ALTERNATE B
A Box Outside length 22" 22" 33"
B Box Outside Width 17" 17" 22 1/2"
r ►
6" GRAVEL PAD o- C Box Inside Length 18" 19" 28"
COMPACTED D Box Inside Width 13" 14" 1 17"
E Lid Length 18" 18" 26 1/2 1
F Lid Width 13" 13" 1 17"
TYPICAL JUNCTION BOX INSTALLATION DETAILS G Box Depth 12" 12" 12"
H Lid & Frame Depth 5/16" 5/16" 5/16"
J Wall Thickness (Min.) 1 1 2" 1 1/2" 1 1/2"
K Wire Reinforcement W-3 W-2.5 W-2.5
L ILegend See Detail See Detail See Detail
+frr
NOBS: ITEM MATERIALS
1. All dimensions are minimum. Exact configurations vary among different manufacturers. Box 6000 PSI concrete-(See Notes
+ Frame Diamond Plate Steel — A786
rlYi 2. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 + Lid Support 1 8*Min.Thick Sted C,L or T. — A36
boxes shall be 28% minimum of overall thickness. * Lid Diamond Plate Steel — A786
3. Lid support members shall be welded to the frame. Anchors Steel Wire or Tee Plate
Reinforcement I ASTM A-82 Steel
■�fl 4. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 W3 X W3 welded *GALVANIZED STEEL
wire fabric welded to the frame.
5. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
6. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
JUNCTION BOX DETAILS
7. Non—concrete Boxes may be submitted for approval. Evaluation will include an H-20
Load Test. 1SY p ADOPTED
VM +����+ CITY OF RENTON
STANDARD PLANS
LST DATE:04/04
dw DATE REVISION BY PPR'D DWG. NAME: J016 SP PAGE:J016
THIS PAGE INTENTIONALLY LEFT BLANK
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^ wrLABORATORY
TING PROGRAM
a t
U.S.C.S.
FIELD
o
SOIL DESCRIPTIONWELL/PIEZO
tv CONSTRUCTION
;81 4.9
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('014U G N csr�' •^e � = cnz z
rsa o o Surface:grass
Topsoil_ --
AM SILT WITH SAND(ML):brown,dry to a"�
moist,soft,fine-grained sand-
(FILL) Q
2 1 OQ
2
. A
arr 2 O
0 2 ML SILT ML :ti ht brown to — ,—— — a`
( ) g gray,moist,soft, z
I trace fine-grained sand,yellowish-orangeH
+++a oxidation streaks,laminations of fine plant 0—
I material and gray silt. O
SM LPOST_GLACIAL DEPOSITS
2 3 SILTY SAND(SM):Iight brawn,moist to O�,
2 wet,fine grained sand.
(POST-GLACIAL DEPOSITS)
2
P-S GRAVELLY SAND WITH SILT(SP-SM): c)
r 0 li 4 brown to yellowish-orange,moist to wet,
19 dense,fine-to coarse-grained sand,fine-
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and coarse-grained gravel. z 0
19 (POST-GLACIAL DEPOSITS) z r„
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SM SILTY SAND(SM):gray,wet,medium
IS dense,fore-to medium-grained sand.
6 5 __ (POST-GLACIAL_DEPOSITS)
,+r g SP `' GRAVELLY SAND(SP):gray,wet, --
il medium dense,fine-to coarse-grained z
sand,fine-and coarse-grained gravel,trace O z
silt. 00-t
(POST-GLACIAL DEPOSITS) z
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SM SILTY SAND(SM):gray,wet,medium — o
20 dense,fine-to medium-grained sand. .a
7 6 (POST-GLACIAL DEPOSITS)
7
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S25 0
N DATE DRILLED:6-22-05 SURFACE ELEVATION(feet): DRILLING METHOD:HSA at
LOGGED BY:D.Divine TOTAL DEPTH(feet):26.5 DRILLER:Holt Drilling
fl REVIEWED BY:A Byers DIAMETER OF BORING(in):8 CASING SIZE:NIA
wr�
o South Lake Washington Roadway Appendix
Z Improvements
40:0KI.EIlVFELDER Renton,Washington A 43a
N
GEOTECHNICAL
AAND TNDMATERIALS TESTING IRONMENTAL ENGINEERS BORING LOG
D
N PROJECT NUMBER: 43221 B-12 PAGE i oft
am
TESTING PROGRAM U.S.C:s.
LABORATORY FIELD i
. _d �� - o SOLL DESCRIPTION
w wELLrPiEzo �a v> d -34 �}
CONSTRUCTION j` �� a c z
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ao ' o o
25 3 7 -grades to loose,with coarse organic
3 material.
6.5 Boring terminated at 26.5 feet below `
ground surface.Groundwater(see page) Z,
was observed starting at a depth of 14 feet
below ground surface during drilling.
Boring backfilled with a mixture of cuttings z
and bentonite chips. O
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a TYPE Split pooh Split Spoon Sample Tube Recovery
c?
140
**HAMMER WEIGHT (30 lbs
(30"IDrop)
South Lake Washington Roadway
z Improvements Appendix
tr k"KLEENFELDER Renton,Washington A 4-3b }'
GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS t 3
sou S AND MATERIALS TESTING BORING LOG
PAGE 2 of z
PROJECT NUMBER: 43221 B-12
TESTING PROGRAM
U.S.C.S.
LABORATORY FIELD
`Z �
WELL/PIEZ(? Sao- �y = 9 w ag o SOIL DESCRIPTION
CONSTRUCTION ^a Gz � g �� H v �,
p o c Surface:asphaltic concrete pavement
U Z p UU
A phot c concrete
GP Base coarse gravel. _ _
SM ; SILTY SAND—(S—M—):light_ brown___,d_ry_, e4
loose,fine-to medium-grained sand,trace
fine-grained gravel.
2 1 (FILL)
2 ___ __
ML SANDY SILT TMI.):fight brown with
2 yellowish-orange oxidation streaks,dry to
5 moist,soft,fine-to medium-grained sand.
1 2 (POST-GLACIAL DEPOSITS) z
1 _____ __ _ _ _
++ 1 ML SII,T(ML):light brown,dry to moist,soft, o ca
fine-to medium-grained sand.
(POST-GLACIAL DEPOSITS) p
1 3 __ _
1 SM SILTY SAND(SK alternating with
3 SANDY SILT(ML)in about 4 inch thick
layers.SILTY SAND is light brown to c�
10yellowish-orange,moist,loose,fine-to Fx+p
2 4 SM medium-grained sand.SANDY SILT is P
3 gray to light brown,wet,soft,fine-grained Q v
(sand. I Zp
3 tOST-GLACIAL DEPOSITS--) I -�
-- ------------ ---
SILTY SAND(SM):Iight brown,wet, p
loose,fine-to medium-grained sand. .(-K
4 (POST-GLACIAL DEPOSITS) d
p
-grades to gray,medium dense.
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ML SANDY SILT(lull,):gray,wed very soft
0 25 fine-grained sand,trace fine plant material.
DATE DRILLED:6-23-05 SURFACE ELEVATION(feet): DRILLING METHOD: HSA a,
q' LOGGED BY:D.Divine TOTAL DEPTH(feet):31.5 DRILLER:Holt Drilling
REVIEWED BY:M.Byers DIAMETER OF BORING(in):8 CASING SIZE:NIA
Q
...o South Lake Washington Roadway Appendix
Improvements
lk"KLEINFELDER Renton,Washington �4a
""' GEOTECHNICAL
AND AND MATERIALSTESTING NTAL ENGINEERS BORING LOG �
0
N PROJECT NUMBER: 43221 _3 PAGE I of 2
TESTING PROGRAM U.S.C.S.
LABORATORY FIELD
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o South Lake Washington Roadway Appendix
Z Improvements
o
k4KLEINFELDER Renton,Washington A 14b
z GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BRING LAG
y SOILS AND MATERIALS TESTING
S PROJECT NUMBER: 43221 B-13 PAGE 2 of 2
TESTING PROGRAM
rw .. LABORATORY FIELD U.S.C.S_
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-GLACIAL DEPOSITS __jl fl
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REVIEWED BY:M.Byers DIAMETER OF BORING(in):8 CASING SIZE: NIA
rr c
D
Proposed South Lake Washington Appendix
Street Improvements
Ilk"KLEINFELDER Renton,Washington A 45a
GEOTECH O[[CICAS AND MAAND TERIALS TESTING ENGINEERS BORING LOG
0
S PROJECT NUMBER: 43221 B_I4 PAGE 1 of 2
TESTING PROGRAM U.S.C.S.
LABORATORY FIELD
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o Proposed South Lake Washington Appendix
Z Street Improvements
KLEINFELDER Renton,Washington A 45b
F GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG
SOILS AND MATERIALS TESTING
PAGE 2 of 2
N PROJECT NUMBER: 43221 13-14
Ca ut
CITY OF RENTON Page t of t
Public Works Department
CHANGE ORDER NO.1
CONTRACT CHANGE ORDER AGREEMENT
CIT Y F RENTON
CONTRACT: Logan Ave.N. Stage 2 Lake Washington Trail South Lake Connec CAG-10-067 p n
Project DEC 15 2010
CONTRACTOR: EnD General Construction, Inc. RECEIVED
CITY CLERK'S OFFICE
SUMMARY OF PROPOSED CHANGE:
Rea son/J ustification:Contract calls for Asphalt Concrete Pavement(ACP)Cl.B for trail surface. However,WSDOT no
longer maintains a specification for ACP Cl. B, HMA CL,318"PG 64-22 be used instead.The City Parks Office checked
out an existing HMA CL. 318"overlay and found it to be acceptable.
Contract Change:Bid Item 81,"ACP Cl.B"is changed to"HMA CL.318"PG 64-22"and increase unit price from
$92.58 per Ton by$8.96 per Ton to new unit price of$101.54 per Ton.Change Schedule of prices accordingly. In Plan
Sheet DT01 Logan Ave. North Typical Road Sections(both of the typical sections), Pian Sheet OT02 Cement Concrete
Driveway Entrance Type C(Modified),Section B-B and Sidewalk Ramp Detail Section D-D,and Pian Sheet DT03 Cement
Concrete for Art Work Detail, Section View change"ACP CL.B"to"HMA CL.318"PG 64-22". The use of"HMA CL.318"
PG 64-22"shall comply with the requirements of section 5-04 of the Standard Specification and Amendments and Special
Provisions included in the contract documents. Use and testing will be consistent with the requirements for Commercial
Evaluation as called for in section 5-04 of the Standard Specifications.
Increase b.i plan unit price for bid item below as shown in the schedule of prices(no change in quantity)and change b.i.description.
Item Approx Units Unit Price Amount
No, QuantityDescription
81 425 TON HMA CL.1/2"PG 64-22 $ 8.96 $ 3,808.00
Total this Change Order:$ 3,808.00
Working Days:
None(no additional days)
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878.600,36 $878,600.36 $3,808.00 $882,408.36
SIGNATURESes��� l Cantractvr; Uf Date: i l I t�
r J)
Date- %2
ovsd 6: Date: C
(Transportation Design Supervisor)
CiTTY OF RENTON
NOV 292010
C,0.a2
CITY OF RENTON Page RECEIVED
Public Works Department t1r.e, 1 Y CLERK'S OFFICE
Change Order No.2
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake Conne CAG-10-067
Project
CONTRACTOR: Eno General Construction,Inc.
SUMMARY OF PROPOSED CHANGE:
ReasonlJustif!cation: The contract currently calls for removal of sidewalk along the west side of Logan over the entire
length of the prppiect.It has been expected that the existing sidewalk is unreinforced and 4"-6'in depth.However,at the
north end of the project,between sta 139+33 and 144+16,it was discovered that the sidewalk is actually reinforced,10'to
12"thick and includes a strucurai footing.
Contract Change: This is a changed condition and removal of the sidewalk between sta 136+13 and 144+16 will not be
paid for under bid item 10(Sidewalk Removal)but will be paid for by Force Account throuigh a new bid item number 83,
titled'Reinfoced Sidewalk Removal'. In addition,three working days are added to the contract for a total of 103 working
days.
Increase b.i,descri tion.
Item Approx Units Description
No. Quant Unit Price Amount
10 -586 SY Sidewalk Removal _ $__ 2.42 $ 1,418.12
83 EST FA Reinforced Sidewalk Removal EST $9,490.10
Total this Change Order: S 8,071.98
Working Days:
Three additional working days for a total of 103
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $882,408.36 $8,071.98 $890,480.34
SIGNATURES.
y
Contractor R y Y Date.
Project Manager; r / Tim/ f Date�EpZ yy
r , /72
roved By: Date: 11r--'
(Transportation Design Supervisor)
CIN OF RENTON
CO.83 NOV 292010
,
CITY OF RENTON Page 1 o13 ED
ECEIV
Public Works Department 11116/2010 CITY LER IV OFFICE
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake Connector CAG-10-067
Project
CONTRACTOR: EnD General Construction,Inc.
CHANGE ORDER: No.3
SUMMARY OF PROPOSED CHANGE:
Reason/Justtfication: The Renton School District(RSD)requested that a 6-inch diameter irrigation sleeve as noted on the
attached sketch be installed in order to facilitate future RSD work in the on-sits planter beds,and agreed to reimburse the City
for the cost of the change.
Contract Change: Provide 6-Inch diameter irrigation sleeve,from approximately Sta 129+00 Lt.to approximately 129+75 Lt.
(under driveway)as noted on the attached sketch.
Add the followi bid items:
Item Approx Units escription Unit Price Amount
No. Quanti
84 1 LS Provide 6-"dia.irrigation sleeve from Sta 129+00 to 1 $ 1,805.48 1$ 1,805.48
Total this Change Order: $ 1,805.48
Working Days:
None(no additional days)
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $894,480.34 $1,805.48 $892,285.82
SIGNATURES:
Contractor Date: p ti c t
` /t/ P
Pro ect Maria er: f W r r Date 12 3.Appr
roved By: — Data.
(Transportation Design Supervisor)
COST PROPOSAL - Irrigation Sleeve L04.4nJi/F A1 CT ZC.4 _
City of Renton LOGAN AVENUE 62 ,3 3
COST PROPOSAL-Irrigation Sleeve
Project Name: Logan Ave Date Work Performed:
Location: Date Work Accepted:
Contractor: EnO General Construction,Inc. Project#:
Subcontractor: Item#t
Description of Work: Group#:
Irrigation Sleeve Estimate#
Calculated By:
Checked By:
Employee Name tabor Classification Reg Reg Reg OT OT OT tabor Subtotals
HTS Rate Total Hours Rate Total
Erik Sanders Operator 4 64.49 257.96 $257.96
Marlon Stemhagen Operator 64.49 0 $0.00
larad Collins Laborer 4 34.98 159.92 $159.92
TOTAL LABOR $417.88
Contractor Reg Reg Standby Standby
Equipment Description Equipment Subtotals
ui en # Hours Rate H u Rate
Cat 420 E Loader Backhoe 4 4 34.65 $138.60
1/2 TN PLI 10.74 5.4 $0.00
1/2 TN PLI 10.79 5.4 $0.00
Hand Tools 4 15 $60.00
TOTAL EQUIPMENT $198.60
Materials/Service Amount
Export 'lrt' $108.00
Met CSTC
$191.25 `=
60 Sd%O#VtC $475.20
SUBTOTAL MATERIAL $774.45
USE TAX ON MATERIAL $73.57
TOTAL MATERIAL $$48.02
Summary Subtotals OH&Profit% OH&Profit Totals
Labor $417.88 29% $121.19 $539.07
Equipment $198.60 21% $41.71 $240.31
Materials/Services $848.02 21% $178.08 $1.026.11
City,of Renton Rep Date FA.Total $1,805.48
Sub mark-up%
Contractor Rep Date Sues mark-up total
F.A.GRAND TOTAL $1,805.48
Remarks:
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CITY OF RENTON
NOV 2 9 2010
C.O:a4 RECEIVED
CITY of RENTON Page 1 of 5 CITY CLERK'S OFFICE
Public Works Department (Pages 2-5 are backup)
CONTRACT CHANGE ORDER AGREEMENT +,fiii mio
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake Connector CAG-10-067
Project
CONTRACTOR: EnD General Construction,Inc.
CHANGE ORDER: No.4
SUMMARY OF PROPOSED CHANGE:
Reason/Justification: Plus include installation of a new TYPE III Electrical Service for the new illumination and irrigation
systems included in the contract.The new service cabinet*0 be located near in an existing service cabinet for the Logan/4th
Street intersection signal Existing service cabinet was to remain in place and not be replaced.However,it is in deteriorated
condition and will have to be replaced soon.it is cost-effective to remove the existing service cabinet now and relocate all of the
circuits to the new service cabinet.
Contract Change:Remove the existing service cabinet for the Logant4th Street intersection signal,at approximately Sta
127+84 Rt.,and relocate all of the circuits to the new TYPE III Electrical Service for the new illumination and irrigation systems to
be provided.On Drawing CH-01 at this location add note'REMOVE THE EXISTING SERVICE CABINET,INCLUDING
FOUNDATION,FOR THE LOGAW4TH STREET INTERSECTION SIGNAL AND RELOCATE ALL OF THE CIRCUITS TO THE
NEW TYPE III ELECTRICAL SERVICE".In addition,one working day will be added to the contract,for a total of 104 working
days. It is currently anticipated that the switchover of electrical service from the existing cabinet to the new cabinet can be
accommodated with not impact to signal operations.Because of this,this change order does not include any consideration for
traffic control efforts,including the use of uniformed officers.
Add the follow ng bid items:
Item Approx Units Description Unit Price Amount
No, Quantity
85 NEW 1I LS lRemove ex.svc.cabinet,relocate circuits to new svc.ca $4,134.33 1$ 4,134.33
Total this Change Order. $ 4,134.33
Working Days:
one working day added for a total of 104 working days
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction Involved.
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $892,285.82 $4,134.33 ;898,420.15
SIGNATURES:
Contractor. ° Date: .g
Project Manager; Y. Date ! 7 f
r
A t3 roved : Dates 11
(Transportation Design Supervisor)
Electrical Service Cabinet 0,4
, �S
City of ftntin i=L0GAFl A%kENUiv
Project Name; Logan Ave Date Work Performed:
location; Date Work Accepted
Contractor: EnD General Construction,Inc. Project#:
Subcontractor: Item#
Destrlptlpn of Work: Group#:
Prime Electric Service Cabinet Changes per City of Renton Estimate#
Calculated By:
Checked By:
Reg Reg Reg OT OT," OT
Employee Name Labor Classification Labor Rate Total Hours Rite Total Labor Subtotals
Erik Sanders Operator 64.49 0 so 0D
Marion Sterrihagen Operator 64.49 0 $0.00
Ryan Berndt Laborer 46.77 01 50 00
C
P TOTAL LABOR 50 00
P P
Contractor Re!g 'Reg Standby Standby' Equitent Subtotals
Equipment scription
E ui me n t# Hours Rate, Hours Rate
,at420°E Loader RackhoP 34.65 50.00
1/2 IN PU 10-79 5.4 $0.00
1/2 IN PU 10.79 5.4 50.00
r
Hand Tools 15 S0.00
es TOTAL EQUIPMENT $0.00
Marl f r lnvoi �� Amount `
a..
SUBTOTAL MATERIAL $3.691:37
USE TAX ON MA rEPIAL
TOTAL MATERIAL 53,591.37
Summary Subtotals ;{7M kt X OH&Prr - Totals
Labor S0,00 29ro $000 50.00
Equipment 50.00 21% 50.00 i 50.00
Materials/Services 21% 50.00 SO.00
fry of Renton Rep Date F.A.Total 50.00
Sub mark-up 12%, 5442,96
r of ep Date / Sub mark up total
IoM U GRANA TOTAL S4,134.39C
Remarks'.
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JSU�1 URS _ it1 26.00
910N.15%QF LINE#1 390 -
07A1 LABOR HOURS 29.00
MA7ERiAL MANDI E.R'- 0.00!SOURS $31.67 EACH# ym 30 00
ELECT APPRENTICE 1000 HOUNS0 $46.55 EACH - ~ $445.50:
ELECTRK.AL JOURNEYMAN 10.00 HOURS $68.45 EACH m "-501
LECTR1CAt FORM/W - 9.90 HOURS Y73.55 H x57281$
8 E" VM GEN.FORMAN 0.00 URS $81.10 EACH • $000
O TOR 0.00$$OURS i55. 6 EA w YQgO
1 OROUP"MAN v 0.00 HOURS a $53.41 EACH_ $�
OVERTIME LABOR 54.00
11 MATERIAL KAMOLER -- 0 00 HOURS $43,65
1 ORO APPRENT;C2; 0 00 HOURS @ $6$.76N • 50.00
^3 LA JOURNEYMAN 0.00
HOURS $6651 FA N• Sa.00
F
141 LABOR OT FORBILAN 0.00 HOURS $134.32 EEACH . $0.010
1 TOEtERAI FORMAN 0.00 HOURS 109.91 H* 0.00,
1 MA %6M3LERUT 0.00 HOURS $55,63 $000
1 AmkamcE 00hOUK3 579:47 EACH. q0
1 TJOURNEYd4AN 0.00 HOURS $103, H> II
$0.00
11 0 00 HOURS511211 _ $0.00
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2011ABORSOT GENERAL FORMAN - - 0,00 HOURS6, EACH50.00
TAL LABOR HOURS/COST 29.90 LABOR TOTAL L1,{94.15
$425:710
23 MA ERIALS SALES TAX OFLOW01 YOOC
2. P7RENT RENTAL $0.00
$0.00-
3 T S S INCIDENTAL MATERIALS 2-50% of fns 97 $4720
2 D SUBMITTA[COSH !01.00
$ EPA 2.SO% dna AT $4720
LIABKITI'/INSURANCE 0.001,4 bta4AdedAle f W hear $DAO
TRAVEL NSE 50.00
z 31 E INfi lliW'TING,&REPRODUCTION -- $0.00
4�N7
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ICMYAL PRO=TMANAGEMENT TSME +.00 tt3 $05,C0 $65.00
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TOTAL FOR THIS OUDGET ITEM: S3.6".77
A W 7ATIQli iS YOID AND SUBJECT TO REWSION AFTER 1 90 lws
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SIRVICE CABLYL'T POR STREET Lt=ING CONTl%0L k TRAMC SJGKAL
COMrONva SCHEDULE
V MMERBA L100AMP.4 JAW,SAF£NSOWT,AW#1MR,S"JAW ggmPosrmN
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CITY OF RENTON Page 1 of 1
Public Works Department
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake Connector CAG-10-067
Project CITY OF RENTON
CONTRACTOR: EnD General Construction, Inc. j OEC y 5 2010 10
CHANGE ORDER: No.5 OEC
SUMMARY OF PROPOSED CHANGE:
CITY CLER CI S OFFICE
Reason/Justification: The Renton School District(RSD)requested that 6-inch diameter irrigation sleeves as noted on the attached sketch be
installed in order to facilitate future RSD work in the on-site planter beds,and agreed to reimburse the City for the cost of the change.
Contract Change: Provide 6-inch diameter irrigation sleeves,from approximately Sta 124+15 Lt.to approximately 124+75 Lt.(under driveway)
and from approximately Sta 134+80 Lt.to approximately 135+45 Lt.(under driveway)as noted on the attached sketch.
Add the following bid items:
Item Approx Units Description Unit Price Amount
No. Quanti
86 N 1 LS Provide two 2 additional 62"dia.irrigation sleeves $ 4,316.82 $ 4,316.82
Total this Change Order: $ 4,316.82
Working Days:
Two(2)additional working days
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
—
$ 878,600.36 $896,420.16 $ 4,316.82 $ 900,736.97
SIGNATURES:
Contractor: z Y Date:
Project Manager: (/�l / l I '�/ j� Date
Approved By: '�' - Date:
i' (Transportation Design Supervisor)
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WORK IN THIS AREA LIMITED C F F` _ SITE-RELATED INFORMATION APPUCABL.E TO THE PROJECT.REFER TO COVER SHEET 8rchitects
7G REPLACEMENT FENCING 7 1 OR ADOTTIONALSITE PLANS PREPARED BY THE ARCHITECT.CIVIL ENGINEER,
jAND:Cn,ARCHITECT.AMI)ELECTRICAL ENGINEER
ORNAMENTAL FCNCIM. ; { r hEFER OSURVEY(TOPO SERIES SHEETS)FOR EASEMENT LOCATIONS.
SEE LANDSCAPE 1 tV REFER TO"TECHNICAL INFORMATION REPORT'DATED dfldt2 10.UNDER SEPARATE
- COYER.FOR STORMDRAIAGEINFORMATIONANDCALCULAT64s, 71 Columbia Street,Suite 500 `
I G PIANS
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eattle,Washington 98104
4 REFER TO LANDSCAPE FOR GRADING AND PLANTING
6 XIS, CONDITION OF LOGAN AVEAYE N BASED UPON DOCUMENTS FUR THE LAKE
' }} WASHINGTON TRAIL CONNECTOR PROJECT TO BE COMPLETED PRIOR TD T(206)340 9500 F( 7 )340 9519
CONSTRUCTION OF THIS PROJECT,
LINE DENOTES SCOPE OF WORK
LINT?PROJECT AREA,'f(P. `.! z '� N �r�� CIVIL ENGINEER
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413 Pine sl.e Sul.300
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P(205)285 3026 F(186)286 3619
Pe STRUCTURAL ENGINEER
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405 LOW N AVEERLA1 STADAM
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RENTON,WA 98855 Woolf HarNoW,Inc-
�1 30M 112th Ar.NE:,Swt.100
RENTOR SCHOOL.DISTRICT t 4t77
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1812 SOUTH t24TH STREET T( 822999{425)8224378
t , SEATTLE.WA 801741
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OWNEnREPRESENTATIYE: Travis FibunauriceBAssociates
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GREENE-GASAWXY ARCHITECTS
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70,1 1. .O,Box 4156
FEDERAL WAY,WA UN34158 5.0Ma,WA"109
(/ 131.841.4977 11206)285 7228 F ONUS)205 7294
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j{7' ,( y JUR1S41C7KON: CITY OF RENTOR ■ _�
Eft CITY OF RENTOR FORE DEPARTMENT
III J„� I l j WAT.fiiS,AND-5kWER CITY OF RENTON
PUKE A7NO ENERGY
COMCIIIST
Mt SC.9eEOFIVORIS TiB1KZgT'E
DEMOLITION OF READEABOARO.NORTH STORAGE SHED,NORTH TICKET BOOTH.ANDN1 ' NORTHCONCESSICTNWILDI G.
SELECTIVE OEMOLT(ON AND RENOVATION OF SOUTH GRANDSTAND,SOUTH TICKET
i BOOTHS.AND NORTH GRANDSTANDCONS'MUCTK)N OF MONUMENT SIGN NORTH BUIL DING,AND NORTH VIEWING AREA(BIDALTERNATEY. E
TI'S f --- pROIECT AREA z164,3143.F.OR.3.77 ACRES
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LESaAA DESCRIPTION( Gr4lPMIC SUP-VEY':
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THA!PORTION OF INC SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7.
f t i TOW SHIP 23 NORTH,RANGES AST,W.M,INKING C"TY,WASHINGTON AND OF GOVERNMENT
LOT I SECTION rd,TOWNSHIP 23 NORTH,RANGE 6 FAST.W,M..IN KING COUNTY,WASHINGTON,
L YING EASTERLY OF THE COMMERCIAL WATERWAY DISTRICT NO,2 RICHT-OF-WAY ANO
Y WESTERLY OF LOGAN AVENUE NORTH(LOOAN STREET/WILLIAMS STREET)AS CONVEYEO To THE
E%KTING
STREET STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 7261291 AND
ik STANOARTJ, SOUTHERLY OF THE FOLLOWING DESCRIBED LINE',
1
TY P �7 BEGINNING AT THE SOUTH MARGIN OF d'THAVENUE NORTH(YESLER STREET)AND THE WEST
J
MARGIN OF LOGAN AVENUE NORTH,
TWACE SOUTH 0'25'4!'WEST 574,15 FEET TO A POINT OF CURVATURE OF A CURVE TO THE
r 1 RIGHT WITH RADIUS OF t71000 FEET:
1:
✓” /' THENCE.SOUTHWESTERLY ALONG SAID CURVE AND BAK)WEST MARGIN 279 N FEET TO THE
G
1 TRUE POINT OF BEGINNING OF SAID LINE,
THENCE NORTH SW 59 58'WEST TO THE COMMERCIAL WATERWAY DISTRICT NO.1 RIGHT.OP-
/q WAY
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7 1 PbU+POSED liSE SPORTS ARENA
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! BUILDING CODE:INTERNATIONAL.BUILDING CODE fW)20W EDITION,
J WASHINGTON STATE AMMENOMENTS,WAG 51.50(771726XO7I
f� 1g ty-P; GROUPS A•s d Aa.MIXED
,t TYPE Of CONSTRUCTION: TYPE Y-B.SPRfNKLERED AS REWIRED
AQUIFER PROTECTION AREA NO E
4
0PORTION OF THIS PROPERTY IS WITHIN ANY CRY OF RENTON AQUIFER PROTCCTKON KINE
1 REFER TO"DESIGN LOAD14GCRRERNX NOTES ON STRUCTURAL DRAWING 41,01 FOA SEISMIC
ZONE DESIGNATION AND FLOOR,ROOF,AND WINDS LOADS,
4'RE PARKI#i COUNTS; S S+ttNG SoUARE FOOTAGE$OCCyP Y I LADING NOtE:
,t REFER To SHEEY G0.T4 POP)AREA UP EACH SUR DING,OCCUPANCY LOAD,AND ADDITIONAL
' ANDARD� AC.C;E;rv7IBLE I SUIONG CODE CONFORMANCE INFORMATION,
Ai9'AYG) ',CGMPACT,(t2.d tSS 9'11 TO rAL
EXISTING SW a 12~ 802-�' �-SITE COVERAQ£
r. PROPOSEO:Nw jC 12 SOUTHGFQNDSTAND 337% REVISIONS
...._____:,......._........................._.,_.._.._ .......__..._
..__...._.._._. SOUTH TICKET BOOTH. 0.16%
_ _. NORTH GRANDSTAND'NORTH BUILDING: 1.86%
f NORTH AEW04G AREA: 0132%
PARKING LUt..AI7sCAP/tN[;; TOTAL LOT COVERAGE: <0.00%
SITCRIOR -yPERMETEI't TOTAL.
f EXIST04G� 8965SF TIT,Ix SF (N70885F
t REOUMI) 3664SF DYES 206W SF
PERIMETER I
/y PRDW3ED 8,965 Sf ?20 hJ!i SF 234�$5 SF
COSI' PROPOSAL - Irrigation Sleeve
f
Project Name: Logan Ave Date Work Performed:
Location: Date Work Accepted:
Contractor: EnD General Construction, Inc. Project#:
Subcontractor: Item#:
Description of Work: Group#:
Irrigation Sleeve Estimate#
Calculated By:
Checked By:
� A
s
Erik Sanders Operator 10 64.49 644.9 $644.90
Marlon Stemhagen Operator 10 64.49 644.9 $644.90
Jarad Collins Laborer 39.98 0 $0.00
TOTAL LABOR $1,289.80
sm" .
Cat 420 E Loader Backhoe 10 34.65 $346.50
1/2 TN PU 10.79 5.4 $0.00
1/2 TN PLI 10.79 5.4 $0.00
Hand Tools 101 15 $150.00
TOTAL EQUIPMENT $496.50
z,
SUBTOTAL MATERIAL $1,548.90
USE TAX ON MATERIAL $147.15
TOTAL MATERIAL
0041 WNv
Labor $1,289.80 29% $374.04 $1,663.84
Equipment $496.50 21% $104.27 $600.77
Materials/Services $1,696.05 21% $356.17
$2,052.22
City of Renton Rep Date F.A.Total $4,316.82
Sub mark-up
Contractor Rep Date Sub mark-up total
Remarks:
C.O.#6
CITY OF RENTON Page 1 of 2
Public Works Department (Pages 2 is backup)
CONTRACT CHANGE ORDER AGREEMENT ov05112010
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake Connector CAG-10-067
Project
CONTRACTOR: EnD General Construction,Inc.
CHANGE ORDER: No.6
SUMMARY OF PROPOSED CHANGE:
Reason/Justification: Plans call for the use of Bid Item 21, Crushed Surfacing Top Course(CSTC), under the resurfaced
roadway and curb&gutter section.It has been determined that the existing material meets the spec for CSTC.As a result,the
existing material can be excavated,processed and put back in place as compatible with the CSTC spec.This will result in a net
savings to the project.
Contract Change:The roadway sections included in the plans include removal of existing subgrade material beneath the
roadway and curb&gutter section,and placement of CSTC(Bid Item 21).The exisitng material is to be processed and put back
in place to a level within 0.25 feet of the planned elevation.Imported CSTC will be used for the top 0.25 feet of subgrade.All
matrial will meet the specifications for CSTC.A new bid item is added to the contract to pay a lump sum amount to the contractor
for processing the exisiting material.
Add the follow Ing bid items:
Item Appfox
No. Quant'ntlt Units Description Unit PriceT Amount
21 •345 Tons Crushed surfacing Top Course $19.36 $6,679.20
87 NEW 1 LS Processing Existing Material as CSTC $3,963.87 $ 3,963.87
Total this Change Order: $ (2,715.33)
Working Days:
No working days added
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $900,736.97 -$2,715.33 $898,021.64
SIGNATURES
L
Contractor: • DaleAV
Project Manager: l Nom+ (T Date q
1. ccJ
Approved By:
Date: C l
(Transportation Design Supervisor)
Logan Ave N St 2 Lake Washington Trail
Change Order No. 6
City of Renton CAG 10-067
Page 2/2 12/14/2010
Original Contract Calculations for CSTC under Roadway and Curb & Gutter
2230 LF x 4' Wide x.83 Deep/27 x 1.8 = 493.6 Tons
Change to Contract Caculations for CSTC under Roadway and Curb and Gutter
2230 LF x 4' Wide x .25 Deep/27 x 1.8 = 148.6 Tons
QTY Change = -345 Tons
Unit Cost= $19.36 per Ton
Cost Chante : ($6,679.20)
Orizinal Contract Production Rates:
Operator 15.42 TONS per Hour
Laborer 30.85 TONS per Hour
Roller 30.85 TONS per Hour
Backhoe 20.56 TONS per Hour
Labor to process existing material: Hours Rate Hr Cost
Operator 22.3 83.19 $1,855.14
Laborer 11.2 60.33 $675.70
Roller 11.2 62.4 $698.88
Backhoe 16.8 43.7 $734.16
Total Labor Cost Added (new lump sum bid item): $3,963.87
NET CHANGE ORDER COST= ($6,679.20) + $3,963.87 = ($2,715.33)
C.O.#7
CITY OF RENTON Page 1 of 2
Public Works Department (Page 2 is backup)
CONTRACT CHANGE ORDER AGREEMENT OVO 2011
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake ConnectorCAG-10-067
Project
CONTRACTOR: EnD General Construction,Inc.
CHANGE ORDER: No.7
SUMMARY OF PROPOSED CHANGE:
Reason/Justiflcation:The contract plans call for removal of ACP along the west edge of Logan Ave,Bid Item 8 Is set up to be
paid on a per square yard unit price basis.It was conveyed to potentilal bidders during pre-bid that the thickness of the ACP was 6
inches.In reality it was 9 inches.Because of this the unit price is increased by 50%.
Contract Change:This change adds a new lump sum bid Rem to account for the extra thickness of ACP that was removed.The
lump sum price is equivalent to 50%of the total cost fro ACP removal within the actual roadway limits.
Add the following bid items:
Item Approx Units Description Unit Price Amount
No. Quantity
New 88 1 LS Asphalt Concrete Removal Adjustment $7,207.38 $7,207.38
Total this Change Order: $ 7,207.38
Working Days:
No working days added by this change order
106 total working days
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACI ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $898,021.64 $7,207.38 $905,229.02
SIGNATURES:
Contractor: Date:
r
Project Manager: / Date 2,741,111
r ,
Approved B 111; 01/,-Z Date: 2 f7 f
(Transportation Design Supervisor)
Logan Ave N St 2 Change Order 7 Page 2/2
CAG 10-067
BI 88 Asphalt Concrete Pavement Removal
Date Qty(sy) Wway Qty
11/29/10 1273.3
11/30/10 357.4
*12/01/2010 1092.0
12/03/10 63.3 63.3
12/14/10 129.9 63.3
12/15/10 111.1 111.1
12/16/10 138.8 138.8
12/17/10 90.0
12/21/10 86.6
Sum= 3342.4 376.5
(Total qty per
FNR)(Plan qty
=3362))
Rdwy removal qty=3342.4-376.5= 2965.9
Adj of 0.50= (2965.9 x 0.5)= 1483
Cost Inc New BI= 1483 x$4.86=$7,207.38
C.O.#8
CITY OF RENTON Page 1 of 5
Public Works Department (Pages 2-4 are backup)
CONTRACT CHANGE ORDER AGREEMENT OZS4rz011
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake ConnectorCAG-10-067
Project
CONTRACTOR: EnD General Construction,Inc.
CHANGE ORDER: No.8
SUMMARY OF PROPOSED CHANGE:
Reason/Justification:The contract plans call for installation of a new electrical service to supply power to the new illumination
and irrigation systems that are included In the project.This new service was intended to reside alongside an exisitng service and
power for the new service would be provided from the old service.Change Order No.4 was developed to remove the old service
cabinet and transfer the circuits to the new service cabinet.As a result,and after discussions with Puget Sound Energy,it was
determined that the city needs to bring conduit and conducors to the vicinity of the nearby pole for the service drop,which will be
completed by PSE.
Contract Change:This change order adds underground conduit and conductors between the new service cabinet and the power
pole providing the service drop.This change will include a junction box at the base of the power pole to receive the new conduit
and cionductors.One contract day is added for this work
Add the following bid items:
Item Approx Units Description Unit Price Amount
No. Quantity
(new)89 1 LS Service Connection $5,245.65 $5,245.65
Total this Change Order: S 5,245.65
Working Days:
One working day added by this change order
107 total working days
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACI ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $905,229.02 $5,245.65 $910,474.67
SIGNATURES:
Contractor: Date: a
01Project Man i v / Date
Approved By: ` Date:
(Transportation Design Supervisor)
Additional Cost for PSE Sr --lice L - +,m Ave As �-
City of Renton-LOGAN AVENUE
CHANGE ORDER#7
pole-
Project Name: Logan Ave Date Work Performed:
Location: South End of Trail Date Work Accepted:
Contractor: EnD General Construction,Inc. Project#:
subcontractor: D.R.Strong and Delmar Item#:
Description of Work: Group#•
Estimate#
Calculated By:
Checked By:
Employee Name Labor Classification Reg Reg Reg OT OT OT
p Hrs Rate Total Hours Rate Total Labor Subtotals
Erik Sanders Operator 1 64.49 64.491 $64.49
Marlon Stemhagen Operator 1 64.49 64.491 $64.49
larad Collins Laborer 39.98 0 $0,00
TOTAL LABOR $128.98
Equipment Descri tion Contractor Reg Reg Standby Standby
p E i ment# Hours Rat Hours RateEquipment Subtotals
:at 420 E Loader Backhoe 01 34.65 $0.00
2007 Cat 315 C L,diesel 11 66.98 33.491 $66.98
1/2 TN PU 10.79 5.4 $0.00
1/2 TN PU 10.79 5.4 $0.00
-land Tools 15 $0.00
TOTAL EQUIPMENT $66.98
Materials/Service Amount
Prime Elect* $x,686.76
Export Dirt $130.00
_STC $192.00
SUBTOTAL MATERIAL $322.00
USE TAX ON MATERIAL $30.59
TOTAL MATERIAL $352.59
Summary Subtotals OH&Profit% OH&Profit Totals
Labor $128.98 29% 1 $37.40 $166.38
Equipment $66.98 21% $14.07 $81.05
Materials/Services $352.59 21% 1 $74.04 $426.63
City of Renton Rep Date F.A.Total $674.06
Sub mark-up 12% $442.41
Contractor Rep Date Sub mark-up total $4,129.17
F.A.GRAND TOTAL $5,245.65
Remarks:
a4tiN AVIS �t•St z.
"tom
3I
PRIME ELECTRIC PROPOSAL
JOB: Logan AVE Date: 12115/2010
WORK: Light Poles Changes
113-PVC Quantity 50 $0.85 FT $42.50 0.045 FT 2.25
213"PVC 90's 1 $4.50 E $4.50 0.05 E 0.05
3 3"PVC Couplings 1 0.75E 0.75 0.05 E 0.05
4 3"PVC Bell Ends 2 $1.35 E $2.70 0.05 E 0.10
3 Trench and Backfill 50 $1.00 FT $50.00 0.1 FT 5.00
4 Excavation for New 30"x30"x24"PSE HH 1 $50.00 FT $50.00 10 FT 10.00
5 Gravel 1 $75.00 JYD $75.00 1 YD 1.00
61#2 THHN Service Wire 300 $1.15 JE $345.00 0.015E 4.50
7 $0.00 JE $0.00 0 E 0.00
8 $0.00E .00 0 E 0.00
9 $0.00 E $0.00 0 E 0.00
10 $0.00 E $0.00 0 E 0.00
11 $0.00 E $0
$0.00 0 E 0.00
12
12 $0.00 E .00 0 E 0.00
13 $0.00 E $0.00 0 E 0.00
14 $0.00 JE $0.00 0 E 0.00
15 $0.00 JE $0.00 0 E 0.00
16 $0.00 JE $0.001 E 0.00
17 $0.00 E $0.001 E 0.00
18 $0.00 JE $0.00 E 0.00
19 $0.00 E $0.00 E 0.00
20 $0.00 E $0.00 E 0.00
21 $0.00 E $0.00 E 0.00
22 $0.00 E $0.00 E 0.00
23 TOTALS $57 .451 22.95
!-MME TRUCK F40 22.95 $18.50 RR $424.58
SERVICE TRUCK P-250 $12.50 $0.00
TEC MGM $45.00 $0.00
BUCKET TRUCK $48.40 60.00
WBUCKET TRUCK $59.40 60.00
aACKIaE 640.18 $0.00
1�Mai EXGIVATOR $35.50 $0.00
corsaOR1 $15.50 $0.001
12 YARD DUMP TRUCK $0.00
Mal $0.00
T 0 $165.00 DA $0.00
TrsvnNw 0 $35.00 DA $0.00
$0.00
$0.00
TOTAL $424.58
rTr 1 01 1
JOB NAME AVE 1PRIME JOB NO: 1 1310-553
L04ANAvE A] s�2
PC-V,L
PRIME TRACKING NO: 3
BUDGET ITEM DESCRIPTION:
Pse Service Changes
1 R 4 22.95
2 SUPERVISION,15%OF LINE#1 3.44
3 TOTAL LABOR HOURS 26.39
4 MATERIAL HANDLER 0.00 HOURS 90 $31.67 EACH = $0.00
5 ELECTRICAL!APPRENTICE 0.00 HOURS 0 $49.35 EACH = $0.00
6 ELECTRICAL JOURNEYMAN 0.00 HOURS(M $75.22 EACH = $0.00
7 ELECTRICAL FORMAN 13.00 HOURS $77.96 EACH = $1,013.48
8 ELECTRICAL GEN.FORMAN 0.00 HOURS 9b $83.68 EACH = $0.00
9 OPERATOR 13.50 HOURS C $58.58 EACH = $790.83
10 GROUNDSMAN 0.00 HOURS 0 $56.62 EACH = $0.00
OVERTIME LABOR $0.00
11 MATERIAL HANDLER 0.00 HOURS @ $43.65 $0.00
12 LABOR OT APPRENTICE 0.00 HOURS C $62.76 EACH = $0.00
13 LABOR OT JOURNEYMAN 0.00 HOURS 0 $88.51 EACH $0.00
14 LABOR OT FORMAN 0.00 HOURS $134.32 EACH = $0.00
15 LABOR OT GENERAL FORMAN 0.00 HOURS $109.91 EACH = $0.00
16 MATERIAL HANDLER DT 0.00 HOURS @ $55.63 $0.00
17 LABOR DT APPRENTICE 0.00 HOURS C $79.47 EACH = $0.00
18 LABOR DT JOURNEYMAN 0.00 HOURS C $103.22 EACH = $0.00
19 LABOR OT FORMAN 0.00 HOURS @ $112.13 EACH = $0.00
20 LABOR DT GENERAL FORMAN 0.00 HOURS 0 $121.04 EACH = $0.00
0
21 TOTAL LABOR HOURS/COST 26.50 LABOR TOTAL: $1,804.31
22
MATERIAL COST:1 $570.45
EQUIPMENT SUBTOTAL $424.58
23 MATERIALS SALES TAX OF LINE#1 $0.00
24 EQUIPMENT RENTAL 1 $0,00
251 FREIGHT ALLOWANCE 1 $0.00
26 SMALL TOOLS&INCIDENTAL MATERIALS 2.50% of line 97 $45.11
27 AS BUILTS AND SUBMITTAL COST $0.00
28 EEO,WISHA,EPA 2.50% of line 97 $45.11
29 GENERAL LIABILITY INSURANCE 0.00% Included in cost of labor $0.00
30 ADMIN.TRAVEL EXPENSE $0.00
31 ENGINEERING,DRAFTING,&REPRODUCTION $0.00
32 ADJUSTMENT TO PERMIT FEE As per C' of Seattle Fee Schedule $0.00
33 ADDITIONAL PROJECT MANAGEMENT TIME 1.00 _HOURSQ $65.00 $65.00
34 BOND PREMIUM $0.00
35 VEHICLE 0.00 HOURS $3.10 $0.00
UST : $2,954.55
LABOR 29.00% $523.25
36 MATERIAL 21.00% $119.79
37 EQUIPMENI 21.00% $89.16
38 SIGNATURE FOR APPROVAL OF CHANGE ORDER B&O TAX 0.000% $0.00
39 x TOTAL FOR THIS BUDGET ITEM: $3,688.76
A. THIS QUOTATION IS VOID AND SUBJECT TO REVISION AFTER 30 JDAYS
B. A CONTRACT TIME EXTENSION OF DAYS WILL BE REQUIRED.
BY:Tyler
ESTIMATOR/PROJECT MGR
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C.O.a9 /,dld
CITY OF RENTON Page 1 of 2W/2—
(Pages
Public Works Department 2-23 is backup)
CONTRACT CHANGE ORDER AGREEMENT tvtano�o
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake ConnectorCAG-10-067
Project
CONTRACTOR: EnD General Construction,Inc.
CHANGE ORDER: No.9
SUMMARY OF PROPOSED CHANGE:
Reason/Justification: Two electrical-related changes are included in this change order:The City has developed design
standards for the illumination of pedestrian facilities and a change in the specifications for this project is required to meet these
standards:1)The Renton School District has requested that repair of a fiber optic conduit that was inadvertently damaged be
corrected in this project.RSD will pay for this repair.2)The city of Renton has recently defined illumination standards for this
roadway which require revisions to the luminaire poles and fixtures.The changes will be design of the illumination system for this
project in line with adjacent sections of Logan.
Contract Change:1)The exisitng fiber optic line repair will replace about 100'feet of damaged 2"schedule 40 PCV conduit with
new conduit.The new conduit will extend from the jb at the Logan/4th intersection and tie into existing an existing conduit sweep to
the south.Native material will be used for bedding and backfill.2)Mounting Height for the roadway and dual function(poles will be
38 ft;ped poles will be constant section(not tapered);Ped luminaire fixtures will be LED with external ballast.
Add the following bid items:
Item Approx Units
No. Quantity No. Unit Price Amount
(new)90 1 Lump Sum Fiber Optic Conduit Repair $1,044.19 $1,044.19
new 91 1 ump Sum Luminaire revisions $8,202.62 $8,202.62
Total this Change Order: $9,246.81
Working Days:
No working days added by this change order
106 total working days
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACI ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $910,474.67 $9,246.81 $919,721.48
SIGNATURES:
Contractor: Date:
Project Manager: 7J
/ �� ! / � ) Date
A roved B : La�'a�-- Date: /
(Transportation Design Supervisor)
eo5
.COST PROPOSAL - Fiber P(' ' ')way ./rz .
City of Renton- LOGAN AVENUE
REPORT OF FORCE ACCOUNT WORKED
Project Name: Logan Ave Date Work Performed:
Location: Date Work Accepted:
Contractor. EnD General Construction, Inc. Project#:
Subcontractor: Item#:
Description of Work: Group#:
Cost Proposal for re-establishing fiber pathway between existing Estimate#`.
Junction box and broken conduit at stadium. Calculated By:
Checked By:
Employee Name labor Classification Reg Reg Reg OT OT OT Labor Subtotals
Hrs Rate Total Hours Rate Total
Erik Sanders Operator 4 64.49 257.96 $257.96
Marlon Stemhagen Operator 4 64.49 257.96 $257.96
Jarad Collins laborer 39.98 0 $0.00
TOTAL LABOR I I 1 1 $515.92
Contractor Reg Reg Standby Standby
Equipment Description Equipment Subtotals
Equipment# Hours Rate Hours Rate
Cat 420 E loader Backhoe 4 4 34.65 $138.60
1/2 TN PU 4 10.79 5.4 $43.16
1/2 TN PU 10.79 5.4 $0.00
Hand Tools 4 15 1 $60.00
TOTAL EQUIPMENT $241.76
Materials/Service Amount
$65.00
SUBTOTAL MATERIAL $65.00
USE TAX ON MATERIAL $6.18
TOTAL MATERIAL $71.18
Summary; Subtotals OH'&Profit% OH&Profit Totals
Labor $515.92 29% $149.62 $665.54
Equipment $241.76 21% $50.77 $292.53
Materials/Services $71.18 21% $14.95 $86.12
City of Renton Rep Date F.A.Total $1,044.19
Sub mark-up%
Contractor Rep Date Sub mark-up total
F.A.GRAND TOTAL $1,044.19
Remarks:
Coq
FORCE ACCOUNT #3- Elec-11-rical Light Pole Changes
City of Renton- LOGAN AVENUE
REPORT OF FORCE ACCOUNT WORKED
Project Name: Logan Ave Date Work Performed:
Location: Date Work Accepted:
Contractor: EnD General Construction, Inc. Project#:
Subcontractor: Item#:
Description of Work: Group#:
Prime Electric-change in light poles Estimate#
Calculated.By:
Checked By:
Employee Name Labor Classification Reg Reg Reg OT OT OT
Labor Subtotals
Hrs Rate Total Hours Rate Total
Erik Sanders Operator 64.49 0 $0.00
Marlon Stemhagen Operator 64.49 0 $0.00
Ryan Berndt Laborer 46.77 0 $0.00
TOTAL LABOR $0.00
Equipment Descri tion Contractor Reg Reg Standby Standby
p
Equipment# Hours Rate Hours Rate Equipment Subtotals
Cat 420 E Loader Backhoe 34.65 $0.00
1/2 TN PU 10.79 5.4 $0.00
1/2 TN PU 10.79 5.4 $0.00
Hand Tools 15 $0.00
TOTAL EQUIPMENT $0.00
Materials/Service Invoice# Amount
Prime Electric Proposal $7,323.77
SUBTOTAL MATERIAL $7,323.77
USE TAX ON MATERIAL
TOTAL MATERIAL $7,323.77
Summary Subtotals OH&Profit% OH&Profit Totals
Labor $0.00 29% $0.00 $0.00
Equipment $0.00 21% $0.00 $0.00
Materials/Services 1 21% $0.00 $0.00
City of Renton Rep Date F.A.Total $0.00
Sub mark-up 12% $878.85
Contractor Rep Date Sub mark-up total
F.A.GRAND TOTAL $8,202.62
Remarks:
PRIME ELECTRIC PROPOSAL
JOB: Logan AVE Date: 10/2112010
WORK: Light Poles Changes
LaborItem Material Material Labor
Quantity
113ravbw Chari s 1 $4,000.00 E $4,000.001 0 E 0.00
2 Remote Ballasts 40 $2.50 E $100.00 0.51 E 20.00
3 $0.00 E $0.00 0 E 0.00
4 $0.00 E $0.00 0 E 0.00
3 $0.00 E $0.00 0 E 0.00
4 $0.00 FT $0.00 0 E 0.00
5 ' $0.00 E $0.00 01E 0.00
6 $0.00 E $0.00 01E 0.00
$0.00 E $0.00 0 E 0.00
8 . $0.00 E $0.001 01E 0.00
9 $0.00 E $0.00 0.E 0.00.
10 $0.00 E $0.00 0 E 0.00
11 $0.00 E $0"00 0 E 0.00
12 $0.00 E $0.00 0 E 0.00
13 $0.00 E $0.00 0 E . 0.00
14 $0.00 E $0.00 0 E 0.00
15 $0.00 E $0.00 0 E 0.00
18 $0.00 E $0.00 E 0.00
17 $0.00 E $0.00 IE 0.00
18 $0.00 E $0.00 E 0.00
19 $0.00 E . $0.00 E 0.00
20 $0.00 E $0.00 E 0.00
21 $0:00 E $0..00 E 0:00
22 $0.00 E $0.00 E 0.00
1. 23 TOTALS $4,100.00 26.00
Labori Item EQUIPMENT EQUIPMENT Labor
EQUIPMENTQuantity
SERVICE TRUCK 0-350 20.001 $18.50 1HR $370.00
SERVICE TRUCK F-250: $12.50 "$0.00
ALTEC DIGGER $45.00 $0.00
45'BUCKET TRUCK , $48.40 $0.00
60'BUCKET TRUCK $59.40 $0.00
BACKHOE $40.18 $0.00
135 MINI EXOAVATOR $35.50 $0.00
COMPRESSOR $15.50 $0.00
12 YARD DUMP TRUCK $0.00
MSI MACHINE $0.00
Tugger 0 $165.00 DA $0.00
Traveller 0 $35.00 DA $0.00
$o"oo
$0.00
TOTAL $370.00
RIG .0
TO: 0
JOB NAME: PRIME JOB NO:
(?09
2
PRIME TRACKING NO:
BUDGET ITEM DESCRIPTION:
Mercer Street
1 LABOR HOURS Line 40 20.00
2 SUPERVISION,15%OF LINE#1 3.00
3 TOTAL LABOR HOURS 23:00
4MATERIAL HANDLER OAO.HOURS @ $31.67 EACH = $0.00
5 ELECTRICAL)APPRENTICE 10.00 HOURS @ $46.55 EACH. = $465:50
6 ELECTRICAL JOURNEYMAN 10.00 HOURS $69.45 EACH = $694.50
7ELECTRICAL FORMAN 3.00 HOURS @ $73.55 EACH = $220.65
8 ELECTRICAL GEN.FORMAN 0.00 HOURS @ $81.10 EACH =. $0.00
90PERATOR 0.00 HOURS $55.26 EACH = $0.00
10 GROUNDSMAN 0.00 HOURS @ $53.41 EACH = $0.00
OVERTIME LABOR $0.00
1.1 MATERIAL HANDLER. 0.00 HOURS $43.65 $0.00
12 LABOR OT APPRENTICE 0.00 HOURS @. $62.76 EACH = Woo
13 LABOR OT JOURNEYMAN 0.00 HOURS @ $88.51 EACH = $0.00
14 LABOR OT FORMAN 0.00 HOURS @ $134.32 EACH = $0.00
1S LABOR OT GENERAL FORMAN 0.00 HOURS @ $109.91 EACH $0.00
1$MATERIAL HANDLER DT 0.00 HOURS @ $55.63 $0.00
17 LABOR DT APPRENTICE 0.00 HOURS @ $79.47 EACH = $0.00-.
18 LABOR DT JOURNEYMAN 0.00 HOURS $103.22 EACH = $0.00
19 LABOR DT FORMAN 0.00 HOURS @ $112.13 EACH = $0.00
20 LABOR DT GENERAL FORMAN 0.00 HOURS $121.04 EACH = $0.00
p
21 TOTAL LABOR HOURS 1 COST 23.00 LABOR TOTAL: $1,360.65
22.
MATERIAL COST: $4,100.00
EQUIPMENT SUBTOTAL $370.00
23.MATERIALS.SALES TAX OF LINE#18 $0:00
24 EQUIPMENT RENTAL $0.00
25 FREIGHT ALLOWANCE $0,00
26 SMALL TOOLS&INCIDENTAL MATERIALS 2.50% - of line 97 $34.52
27 AS BUILTS AND SUBMITTAL COST $0.00
28 EEO,WISHA,EPA 2.50% . of line 97 $34.52
29 GENERAL LIABILITY INSURANCE 0.00% Included in cost of labor $0.00
30 ADMIN.TRAVEL EXPENSE $0.00
31 ENGINEERING,DRAFTING,&REPRODUCTION $0.00
32 ADJUSTMENT TO PERMIT FEE As per City of Seattle Fee Schedule $0.00
33 ADDITIONAL PROJECT MANAGEMENT TIME 1.00 HOURS@ $65.00j $65.00
341 BOND PREMIUM $0.00
35 VEHICLE 0,00 HOURS $3.10 $0.00
SUBTOTAL: $5,984.68
LABOR 29.00% $400.39
36 1 IMATERIAL 21.00% $861.00
37 1 1EQUIPMENT 21.00% $77.70
38 SIGNATURE FOR APPROVAL OF CHANGE ORDER B&O TAX 0.000% $0.00
39 X TOTAL FOR THIS BUDGET ITEM: $7,323.77
A. THIS QUOTATION IS VOID AND SUBJECT TO REVISION AFTER 90 JDAYS
B. A CONTRACT TIME EXTENSION OF dar DAYS WILL BE REQUIRED.
BY:Tyler Bo r
ESTIMATORIPROJECT MGR
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C'D�
City of Renton WA 7
(425) 430-7319
(425) 430-7376 fax
(206) 818-9357 cell
From: James P Wilhoit
Sent: Monday, November 22, 2010 10:30 AM
To: 'Greg Thomas'; 'darcee sanders'; 'bbracco@primeelectric.com'; 'Tyler Boyer'
Cc: David Whitmarsh; Chris Barnes; Thomas Main; Terry Paananen
Subject: RE: Lake WA Stage 2 Logan Ave Trail Contract CAG 10-067 Luminaries
Good to get that resolved. Since we apparently have a reasonable explanation for increase in
cost, we'll go ahead and process change order for it. But it probably won't actually get done
till const. mgr. Terry Paananen comes back from vacation after Thanksgiving.
Thanks,
James P. Wilhoit, PE
Project Manager
Transportation Design
City of Renton WA
(425) 430-7319
(425) 430-7376 fax
(206) 818-9357 cell
From: Greg Thomas fmailto:ereet(@erwlighting.coml
Sent: Monday, November 22, 2010 10:15 AM
To: James P Wilhoit; darcee sanders; bbracco(@primeelectric.com; Tyler Boyer
Cc: David Whitmarsh; Chris Barnes; Thomas Main
Subject: RE: Lake WA Stage 2 Logan Ave Trail Contract CAG 10-067 Luminaries
0o mornLof
On our biterial we have the following quantities' .
19 --PED e LED fixture DOS series8—Dual fuoles 1 250HPS DMS55 at top of pole and one ped LED light at 14'
5—Street les with 1 250HPS fixture. .
Sorry for up on the quantities.
Greg Thomas
505 3rd Ave West
Seattle WA 98119
Office 206-767-7722 ext 107
Direct Line 206-204-3957
From: James P Wilhoit fmailto:iwilhoit(@Rentonwa.eovl
Sent: Friday, November 19, 2010 2:40 PM
To: 'darcee sanders'; bbracco(@primeelectric.com; 'Tyler Boyer'; Greg Thomas
Cc: David Whitmarsh; Chris Barnes; Thomas Main
Subject: Lake WA Stage 2 Logan Ave Trail Contract CAG 10-067 Luminaires
Attached is the package of fixture and bracket arm shop drawings that Bob Bracco from PRIME
Elec. brought to the Wed. 11/17 const. meeting along with a write-up giving explanation re
increases in costs due to changes we made. The quantities appear to match thirteen (13)
street lites (HPS) to be mounted at 35' height, eight (8) ped lites (LED) to be mounted at
14' height on 8 of the 13 street lite poles, and eleven (11) LED ped lites to be mounted
alone at 14' height on their own 14' high poles.
2
Oct. 13. 2010 11 :49AM 2
r..r* C U
L
rd
s
-------
Alum. Pole Cap With S.S. Screws
Wire Hole With 1" I.D. Rubber Grommet
(Opposite Handhole)
Note:
1. Pole Assembly Designed Per AASHTO 2001
Specifications, Excluding Breakaway, For A 90 mph
Wind Area When Supporting A Maximum Combined
Loading Of 3.6 sq. ft. EPA and 70 lbs. Weight
Mounted At Pole Top.
O.D. Alum. Tube
16'-0" . 125" Wall Alloy 6063—T6
RAL9005 Block Powder Coat Finish per 73737- 151
7 1/2" to 8" Dia.
(4) 3/4"1 DNC Galv. StL Anchor Bolts, Bolt Circle
AASHTO M314-90 Grade 55, 10" Of
Threaded End Galv. Per ASTM A153
(4)
153.(4) 3/4"10NC Goly. Stl. Hex. Nuts ( 1
(4) 3/4" Galv. Stl. Lockwashers '
(4) 3/4" Galv. Stl. Flatwashers b�--
2"
Ground Lug Opposite Handhole I I
��2" x 4" Unreinforced Handhole 3 1/2'', -. .— —
With Cover And SS. Screws. Thread 17.
Base Flange (44394) Alloy 356—T6 3 ..
f With Bolt Covers And Stainless Steel
Screws
Note: Do Not Install Poles Without Luminaires
NO. REVISIONS DATE TITLE ��
1. Pole Was RTA, .156" Wo!! 1 f/t D
16'-0" PED. LIGHTING POLE
hapico SCALE MER DATE
NTS 10/29/2010
Abingdon, Va. BY CC M. N0.
CHK D SKCC 1 029 1 OA
005'
&V�Z
Renton Logan Avenue (59551)
i
iN E N E
� Co
o �
< l✓ 18"0
457mmo
C 'aU
I �/ Qt 11 Luminalre DOS-60W30LED4K-LE3F-240-COLTX
Description of Components:
Housing: In a round shape, this housing is made of die cast A380 aluminum, c/w a watertight grommet, mechanically
assembled to the bracket with four bolts 5/16-18 UNC. This suspension system permits for a full rotation of the luminaire in
90 degree increments.
Light Engine: LifeLEDTM composed of 5 main components:Lens/LED lamp 10 ptical System/Heat Sink/Driver
Electrical components are RoHS compliant. Optical system patents pending
Lens: Made of soda-lime tempered glass lens, mechanically assembled and sealed onto the lower part of the heat sink.
Lamp: (Included), Composed of 30 high performance white LEDs, 60w lamp wattage. Color temperature of 4000 Kelvin
nominal, 70 CRI. Operating lifespan,70 000 hours after which the system emits 70%of its original lumen output,all of those
parameters are tested for 100%of light engines. Use of a metal core board insures greater heat transfer and longer lifespan
of the light engine
Optical System: (LE3F), I.E.S type III (asymmetrical). Composed of high performance collimators, optimized with varying
acrylic beam angles to achieve desired distribution. System is rated IP66. Performance shall be tested per LM63 and LM79
(IESNA)certifying its photometric performance.Street-side indicated.
Heat Sink: Made of cast aluminum optimising the LEDs efficiency and life. Product does not use any cooling device with
moving parts(passive cooling device)
Driver: High power factor of 99%. Electronic driver, operating range 50-60 Hz. Auto-adjusting to a voltage between 120
and 277 volt AC, Class II, THD of 20%. Maximum ambient operating temperature from -40F( 40C) to 130F(55C)degrees.
Certified in compliance to CUL requirement. Weather tightness rating IP66. Assembled on a unitized removable tray with
Tyco quick disconnect plug resisting to 221 F(105C)degrees.
LCP53245-59551-17-(SA)J FD.DOC PHILIPS
10-29-2010 Page 1 15 640,Curb-Boivin
LUNWEC Boisbriand Qu@bec
/'� Canada,J7G 2A7
Cv 5
2-
Renton
Renton Logan Avenue (59551)
i
The current supplying the LEDs will be reduced by the driver if the internal temperature exceeds 203F(95C), as a protection _
to the LEDs and the electrical components. Output is protected from short circuits, voltage overload and current overload.
Automatic recovery after correction.
Surge Protector: LED Driver 3 poles surge Protectors that protect Line-Ground, Line-Neutral, and Neutral-Ground in
accordance with IEEE/ANSI C62.41.2 guidelines.
Access-Mechanism: A die cast A360 aluminum technical ring with latch, hinge and a cast-in decorative skirt. The
mechanism shall offer toolfree access to the inside of the luminaire. An embedded memory-retentive gasket shall ensure
weatherproofing.
LCP53245-59651-17-(SA)J FD.DOC PHILIPS
10-29-2010 Page 2/5 640,Curb-Boivin
Boisbdand(Qu6bec)
f'rLUME Canada,J7G 2A7
"wool / 2_
12-
City
ZCity of Renton (59551)
E
27 1/2"
l 698mmo
`NYtRt�kv
E(ARMAN
MMF Qt X13 Luminaire [DMS55.001]-250HPS-SG3-VOLT-RBT-COLTX
Description of Components:
Hood: Die cast A360.1 aluminium dome, mechanically assembled on the luminaire housing.
Housing: (DMS55-001) Made of aluminum tubing, 8"(203mm) outside diameter, .125"(3mm) wall thickness, mechanically
assembled to the bracket. Complete with cast aluminum decorative cap,mechanically assembled.
Lens: Clear tempered glass lens, mechanically assembled on the lower part of the technical ring with brackets.
Lamp: (Not included), 250 Watt High Pressure Sodium(ANSI Code S50), ED 18 bulb, mogul base.
Optical System: (SG3), I.E.S. type III (asymmetrical). Reflector composed of a chemically brightened multi-faceted
anodized aluminum, mounted on a white frame. This assembly allows for a full rotation of the optical system in 90 degree
increments.
Ballast: High power factor of 90%. Primary voltage to be determined Lamp starting capacity-40 F(40C)degrees.
Assembled on a unitized removable tray with quick disconnect plug.
REMOTE BALLAST: Located and Installed by others. Verify the maximum distance of wiring in between the ballast to the
lamp,The installation must be done accordingly in compliance with the electrical code in force.
Access-Mechanism:A die cast A360 aluminum technical ring with latch and hinge c/w a cast-in reflector. The mechanism
shall offer toolfree access to the inside of the luminaire. An embedded memory-retentive gasket shall ensure
weatherproofing.
Luminaire Options: (RBT), Remote Ballast assembled on a tray for pole base.
S PEC20101028_175326_59551 47.DOC PHILIPS
10-29-2010 Page 1 /3 640,curd-Bolvin
Bolsbdand(QuBbec)
js�'`
LUMECCanada,RG 2A7
VOW C.O.#10
arw CITY OF RENTON Page 1 of 19
Public Works Department (Pages 2-19 are backup)
CONTRACT CHANGE ORDER AGREEMENT 03/10/2011
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trail South Lake Connector CAG-10-067
Project
CONTRACTOR: En General Construction,Inc.
CHANGE ORDER: No.10
SUMMARY OF PROPOSED CHANGE:
RessonlJustification: The plans currently call for three types of luminaire bases:Type 1 (3ft dia x 6 ft deep),Type 2(2 ft dia x 11.5
it deep)and Type 3(2 ft dia x 15.5 it deep).Nine of the total 32 bases have been constructed per plan.An unexpectedly high water
table(4.5 it below the surface)and the presence of unconsolidated material created a situation which excavation for the luminaire
bases was undermining the existing water line.In addition,the Type 2 jb shown on sheet CH01 (STA 127+50,west side of Logan)is
undersized and needs to a type 3 jb.
Contract Change:The luminaire bases are re-designed as shown in the attached drawings.Bases need to be completed at 23
remaining locatiopns.The attached spread sheet defines which of the new designs(Types A,B or C)will be used at each location.A
new bid Rem(B191)is established which incorporates the revised luminaire bases into the project and defines associated lump sum
amount that includes all costs associated with this change,including all indirect impacts. The lump sum cost for 8191 and
additional work days,noted below,mitigate all schedule and cost impacts,both direct and indirect,associated with this change.In
addition,a new bid Rem(BI 92)is established which changes the Type 2 jb shown on plan sheet CH01 (Sta 127+50)to a Type 3 jb.
Both new bid items also include credits associated with BI 67,so the lump sum amount for BI 67 remains unchanged
Add the folio ng bid items:
Item Approx Units Description Unit Price Amount
No. Quantity
(ney4 pf 1 1 LS I Luminaire Base Revisions $78,465.65 $78,465.65
newA cib 1 1 LS New Type 3 JB $996.41 $996.41
Total this Change Order: $ 79,462.06
Working Days:
33 working days added by this change order
139 total working days
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878,600.36 $919,721.48 $79,482.06 $999,183.54
SIGNATURES:
Contractor Date:
Pro'ect Mana er ( ! Date
r
App roved By:
Date:
rar►spottation Desi Supennsor)
Logan Ave N St 2
CAG 10-067
Luminaire Spread Footing Table
16-Feb-11
Luminaire Over Tail or Short Footing Width Offset (Pole Offset (Pole
no. Waterline Approx Sta Pole Type(See (Curb to to Edge of to Bads of
Note 1) Trial) Trail) Curb)
1&2 No 123+73 Tail B 5.8 ft Center
-
3 No 121+87 Short A 5.8 ft Center
4 No 124+77 Short A 5.8 ft Center
5&6 No 125+17 Tall 8 5.8 ft Center
7 No 125+92 Short A 5.8 ft Center
8&9 No 126+67 Tail B 5.8 ft Center
10 No 127+42 Short A 5.8 ft Center
11&12 No 128+17 Tail B 5.8 ft Center
13 No 128+91 Short A 5.8 ft Center
14&15 Yes 129+88 Tail C 5.8 ft Center
16 Yes 130+63 Short A 5.8 ft Center
17&18 Yes 133+16 Tall C 5.8 ft Center
19 Yes 133+91 Short A 5.8 ft Center
20&21 Yes 134+69 Tall C 5.8 ft Center
22 Yes 135+49 Short A 5.8 ft Center
23&24 Yes 136+12 Tall C 6.5 ft Center
25 Yes 136+77 Short A 7.4 ft 4 ft
26 Yes 137+32 Tan C 8.1 ft 4 ft
27 Yes 137+47 Short A 8.3 ft 4 ft
28 Yes 138+13 Short A 9.1 ft 4 ft
29 No 138+70 Tan B 9.9 ft 4 ft
30 No Completed per plan(rot induded in this change order)
31 No Completed per plan
32 No 140+18 Tall B 1 11.8 ft 4 ft
33 No Completed per pian(not included in this change order)
34 No Completed per plan(not included in this change order)
35 No 141+46 Tan 1B 13.3 ft 1 1 4 ft
36 No Completed per pian(not included in this change order)
37 No Completed per plan(not included in this change order)
38 No Completed per plan(not included in this change order)
39 No Completed per plan(not included in this change order)
40 No Completed per plan(rot included in this change order)
NOTES: (1)Footing type(see details) A) 45 ft x 45 ft x 3.6 ft deep(includes 1.0 ft of cover)
B) 5.8 ft x 5.8 ft x 3.6 ft deep(includes 1.0 ft of cover)
C) 5.8 ft x 8.0 ft x 3.0 ft deep(no cover)
Lvly
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JobM0. $YEW meas Dace Owckeaiy nares ��
COST PROPOSAL
ELECTRICAL FOUNDATION CHANGES
Mobe and Demobe#1 $8,023.71
EnD's Work#2 $30,450.13
Clean Up#3 $3,826.65
Prime Electric#4 $27,749.00
Subtotal $70,049.49
B&0 tax $339.04
EnD Indirect Cost $8,077.12
TOTAL $78,465.65
(cost includes additional 3 " PVC(Sched 40)sleeving
through Type B&C bases for zone irrigation line)
:OST PROPOSAL: ELECTRIC^', FOUNDATION #1 is
Ity of Renton-LOGAN AVENUE
REPORT OF FORCE ACCOUNT WORKED
meet Name: Logan Ave Date Work Performed:
ocation: Project Limits Date Work Accepted:
Antractor: EnD General Construction,,inc. Project#: CAG-10-067
subcontractor: Item#:
)escription of Work: Group#:
Mobilization and demobilization of equipment and material. le: Estimate#
,leaving,aggregate,dump truck,clean up of staging at south parking Calculated By:
ot. Checked By:
Employee Name Labor Classification Reg Reg RegOT OT OT Labor Subtotals
Hrs Rate Total Hours Rate Total
Erik sanders Operator 16 64.49 103L84 $1,031.84
Marlon Stemha en Operator 16 64.49 1031.84 $1.031.84
farad Collins Laborer 46.77 0 $0'00
TOTAL LABOR $2.063.68
Equipment Description Contractor Reg Reg Standby Standby Equipment Subtotals
-Eauipment# Hours R e Hours Rate
Cat 420 E Loader Backhoe i6 34.65 17.33 $554.40
2/2 TN PU 16 10.79 5.4 $172.64
2/2 TN PU 10.79 5.4 $0.00
Dump Truck`see United Rentals invoice 8 25.5 $204.00
2007 Cat 315 C L,diesel 66.98 33.49
TOTAL EQUIPMENT $93104
Materials/Service invoice# Amount
25.5 days overhead,security fence,sani can,increased bond, etc... $3,500.00
SUBTOTAL MATERIAL $3.500.00
USE TAX ON MATERIAL
TOTAL MATERIAL 53,500 oo
summary Subtotals OH&Profit% OH&Profit Totals
Lobw $2,063.68 29% 5598.47 $2,662.15
Ewpnftt $931.04 21% $195.52 $1,126.56
$3,500.00 21% $735.00 $4,23S.00
Pof:Nenton Rep Date otal $8,023.71
mark-up 12%
Rep Date b mark-up total
.A.GRAND TOTAL $8,023.71
COST PROPOSAL - ELECTRICAL FOUNDATION #2WMEI
y�
Project Name: Logan Ave 8 Date Work Performed:
Location: Project Umits Date Work Accepted:
Contractor: EnD General Construction,Inc. Project M CAG-10-067
Subcontractor: Item M
Description of Work: Group#:
See attached. Estimate#
Calculated By:
Checked By:
Erik Sanders Operator 96 64.49 6191.04 $6,191.04
Marlon Stemhagen 0 erator 96 64.49 6191.04 $6,191.04
larad Collins Laborer 46.77 0 $0.0
TOTAL LABOR $12,382.08
,A,}�•� X'° r #YW
"tin :GU JHQMW ourp
Cat 420 E Loader Backhoe 92 34.65 17.33 $3,187.80
1/2 TN PU 92 10.79 5.4 $992.68
1/2 TN PU 10.79 5.41 $0.00
Dump Truck*see United Rentals Invoice 92 255 1 $2,346•W
2007 Cat 315 C L,diesel 5 66.98 33.491 $334.90
TOTAL EQUIPMENT $6,861.38
Export Dirt 207 TCY @ 10.00 $2,070.0
Pok Base Export Deduction 45.5 @ 10 -$455.00
Import 5/8"minus 192 tons @ 12.25 $2,352.00
6"sch 40 sleeve 100 If @ 3.45 $345.00
2"sch 40 sleeve 100 If 0.68 $68.0
3"40 sleeve 130 If @2.06 $267.80
SUBTOTAL MATERIAL $4,647.80
USE TAX ON MATERIAL $455.48
TOTAL MATERIAL $5,103.28
WOW—
Labor M.$12,382.08 .. 29% $3;590.80 $15,972.88
Equipment $6,861.38 21% $1,440.89 $8,302.27
Msterisis/Servkes $5,103.28 21% $1,071.69 $6,174.97
:City of Renton Rep Dateota1 $30,450.13
b mark-up 12%
ntractor Rep Date b mark-up total
Remarks:
COI O
ELECTRICAL FOUNDATION
Establish line and grade,excavation,off haul spoils, place and compact base rock, place sleeving, finish
concrete at finish line and grade with broom finish,backfill and compact.
Average labor—2 man crew per foundation
Establish line and grade .25 hours
Excavate,off haul spoils 1.25 hours
Place and compact base rock .25 hours
Place sleeving .25 hours
Finish concrete @ finish line and grade .5 hours
Backfill and compact 1.5 hours
Crb I e.
COST PROPOSAL: ELECTP' 'kL FOUNDATION #3 tb/
City of'Aent6f lddAN AVENUE
CLEAN.UP
rI
ect Name: Logan Ave Date Work Performed:
ation: Project Limits Date Work Accepted:
tractor: EnD General Construction,Inc. Project#: CAG-10-067
Subcontractor: Item#:
Description of Work: Group#:
Clean up and re-establish trail grade to current condition ie:ready to Estimate#
pave. Calculated By:
Checked By:
Employee Name Labor Classification Reg Reg Reg OT OT OT Labor Subtotals
Hrs Rate Total Hours Rate Total
Erik Sanders Operator 16 64.49 1031.84 $1,031.84
Marlon Stemhagen Operator 16 64.49 1031.84 $1,031.84
larad Collins Laborer 46.77 0 $0.00
TOTAL LABOR $2,063.68
Contractor. Reg Reg Standby Standby
Equipment Description E s H Equlpntient Subtotals
Cat 420 E Loader Backhoe 1 34.65 17.33 $554.40
1/2 TN PU 10.79 5.4 $0.00
1/2 TN PU 10.79 5.4 50.00
rnp Truck`see United Rentals Invoice 16 25.5 1 $408.00
2007 Cat 315 C L.diesel 66.98 33.49
TOTAL EQUIPMENT $962.40
MaterV*0tvice Invoice# "tinourit
SUBTOTAL MATERIAL 50.00
USE TAX ON MATERIAL
TOTAL MATERIAL $0.00
ry ` Subtotak OH&Profq% OH&ProfK Totals; .
Labor $2,063.68 29% 1 5598.47 $2,662.15
Equi M $962. 21% $202.10 $1,,164.50
Ner[ /Ssrvices
SW00I 21% 1 $0.00 S0.00
City of Renton Rep date o� $3,826.65 ,
mark-up 12%
or Rep Date Submark-up total
. OfA4: .
:OST PROPOSAL - ELECTRIr '\.L FOUNDATION #4 & rr/
City of Renton-LOGAN AVENUE
Prime's Price
fro ect Name: Logan Ave Date Work Performed:
ocation: Project Limits Date Work Accepted:
,ontractor: EnD General Construction,Inc. Project#: CAG-10-067
subcontractor: Item#:
lescription of Work: Group#:
,ee attached. Estimate#
Calculated By:
Checked By:
Employee Name Labor Classification Reg Reg Reg OT OT OTHrs Rate Total Hours Rate Total Labor Subtotals
:rik Sanders Operator 64.49 0 $0.00
Marlon Stemhagen Operator 64.49 $0.00
arad Collins Laborer 46.77 0 $0.00
TOTAL LABOR 1 Sd.00
Equipment Description Contractor Reg Reg Standby Standby Equipment Subtotals
Equipment# Hours Rate Hours Rate
:at 420 E Loader Backhoe 34.65 17.33 $0.00
t/2 TN PU 10.79 5.4 $0.00
t/2 TN PU 10.79 5.4 $0.00
Dump Truck*see United Rentals Invoice 25.5 $0.00
2007 Cat 31S C L,diesel 66.98 33.49 $0.00
TOTAL EQUIPMENT $0,00
MaterWs/Service Invoice# Amount
PRIME'S COST $24,775.89
SUBTOTAL MATERIAL $24,775.89
USE TAX ON MATERIAL
TOTAL MATERIAL $24,775.89
wnwnarlt Subtotals OH&Profit% OH&Profit Totals
LOW $0.00 29% $0.00 $0.00
Equornent $0.00 21% $0.00 $0.00
M8WftW tmkes 21% $0.00 $0.00
City of Renton Rep Date Total $24,775.89
b mark-up 12% $2,973.11
Contractor Rep Date Sub mark-up total
F.A.GRAND TOTAL $27,749.00
emarks. _
Colo
PRIME ELECTRIC PROPOSAL
JOB. Logan AVE Date: 1/25/2011
WORK: Foundation Changes
"IT-r e A Reber Ca•a 11 $130.00 ° 1 430.00 1 2. E 1 27.50
py;si:e 7 .00 'i. $1,1575.00 2.50 E 17.50
'' S 35.00 1173.00 2. E 12.50
Foundation 26 590.00 S2.340.00 1.00 YD 28.00
Dun 31 90.00 7 1.25`D 38.75
Foundation 28 590.00 2 520.00 13s';`';. 35.00
nSet11 15.00 1 5 0.75E 8.25
7 515.00 t 105.00 0.75 5.25
7 Foundation Set 5 $15. S75.00 0.75 E 3.75
uhrert tockirn Fee 1 5250.00E 250.00 5.00 E 5.00
9 E 50.00 0.001- 0.00
10 a Deduction -2 .00E 0.00 0.50 E -11.50
11 0.75 -17.25
12 Pole Deduction -35 90.00 ' 3150 00 0.15,.D -5.25
1 e:-T-Deduction -196.5 50.00 1 .00 0.08 FT -14.74
14 t Deduction a18 .00-_ _' .00 0.08 FT -3.60
15 24'Deduction -15 .00E 50.00 0.50 E -7.50
16 a -u Deduction -8 .00 0.00 0.25 E -2.00
17 .00E 50.00 E 0.00
1 .00E .00 E 0-00
19 S0.00 E 50.00 E 0.00
00 E .00 E 0.00
21 $0.00 E 0.00
2 .00E .00 E 0.00
23MALS S9 27sJ90 117.66
a BM Un- 10- 1 '�
TRUCK t*,iso 12.50 50.00
tALTEC agim -23 5.001411.035.001
Purim-TRUCK .40 .00
GW SUCKOT K S59A0 f .00
RACKn0E $40.18 .00
US Mad 9KCAVATOR 50 DO
-cowlt15.50 .00
IZYARDDUWTWJM 13.00
IIA Mal
Tu• 0 5165.00
.00
00
.00
TravMlNr 0 535.00 'x:.
00
�TAL" 1,141.76
tr IM GENEM
0
JOB NAM AVEt
E JOB NO: 310-553
eo 10
I �
PRIME TRACKING NO: 3
BUDGET ITEM DESCRIPTION:
Pse Service Changes
1 6A8Q8 JJ2 R Wpg 42 117.66
2 SUPERVISION,15%OF LINE#1 17.65
3 TOTAL LABOR HOURS 135.31
4 MATERIAL HANDLER 0.00 HOURS $31.67 EACH = $0.00
5 ELECTRICAL$APPRENTICE 0.00 HOURS @ $49.35 EACH = $0.00
6 ELECTRICAL JOURNEYMAN 0.00 HOURS @ $75.22 EACH = $0.00
7 ELECTRICAL FORMAN 45.31 HOURS @ $77.96 EACH = $3.532.37
8 ELECTRICAL GEN.FORMAN 0.00 HOURS @ $83.68 EACH = $0.00
9 OPERATOR 45.00 HOURS 558.58 CH = $2.636.10
10 GROUNDSMAN 45.00 HOURS $58.62 EACH = $2,547.90
OVERTIME LABOR $0.00
11 MATERIAL HANDLER 0.00 HOURS $43.65 $0.00
12 LABOR OT APPRENTICE 0.00 HOURS :62.78 EACH = $0.00 "
13 LABOR OT JOURNEYMAN 0.00 HOURS $88.51 JEACH = 50.00
14 LABOR OT FORMAN 0.00 HOURS @ $134.32 EACH = $0.00
15 LABOR OT GENERAL FORMAN 0.00 HOURS $109.91 EACH = $0.00
16 MATERIAL HANDLER DT 0.00 HOURS $55.63 $0.00
17 LABOR OT APPRENTICE 0.00 HOURS $79.47 EACH = $0.00
18 LABOR OT JOURNEYMAN 0.00 HOURS $103.22 EACH = $0.00
19 LABOR OT FORMAN 0.00 HOURS Q $112.13 EACH = $0.00
20 LABOR OT GENERAL FORMAN 0.00 HOURS @ $121.04 JEACH = $0.00
0
21 TOTAL LABOR HOURS I COST 135.31 LABOR TOTAL: $0,716.37
22 1 ::F
MATERIAL COST: $9,275.00
ECU11PNElIT SUBTOTAL $1,141.76
23 MATERIALS USE TAX 10.00% OF LINE 41W $927.50
24 EQUIPMENT RENTAL SM00
25 FREIGHT ALLOWANCE $0.00
26 SMALL TOOLS&INCIDENTAL MATERIALS 0.00% x line 97 30.00
27 AS BUILTS AND SUBMITTAL COST $000
26 EEO,WISHA,EPA 0.00% of**97 $0.00
29 GENERAL.LIABILITY INSURANCE 0.00% lnclirdedincost otta3or $0.00
30 ADMIN TRAVEL EXPENSE SO 00
31 ENGINEERING.DRAFTING,&REPRODUCTION $0.00
32 ADJUSTMENT TO PERMIT FEE As per City of Seattle fee Schedule 5000
33 ADDITIONAL PROJECT MANAGEMENT TIME 000 HOURS @ 365.00 50.00
34 BOND PREMIUM $000
35 VEHICLE OAO HOURS 90 $3.10 $0.00
SUBITT AL:j 520,060.62+
36 LABOR 29.00`Ya 1 62.527.75
MATERIAL 21.00% 1 $1.947.75
37 EQUIPMENI 21.00% 1 5239.77
38 SIGNATURE FOR APPROVAL OF CHANGE ORDER B&O TAX 0 0OW4 $000,
39 TOTAL FOR THIS BUDGETI TEM- $24,773.89
A THIS TATION IS VOID AND SUBJECT TO REVISION AFTER 30 DAYS
B. A CONTRACT TIME EXTENSION OF !MEDAYS WILL BE REQUIRED.
BY-Tyler Boyer
EWMTOWPROJECT MGR
cc 10
�4-/0-i 5
Logan Ave N St 2
Schedule Impacts Due To Re-Design of Luminalre Bases
Change Order 10
In November,EnD Construction submitted an update to its approved project schedule.This update
shows the task"Illumination System Underground"(Task 13)spanning from October 27,2010 to
November 30,2010.The first components of this work included installation of conduit over the entire
length of the project,to be followed by construction of the luminaire bases and placement of the
junction boxes. For much of the project length,luminaires are located within a narrow planter strip
between the new curb and an existing waterline. For this reason,the contract plans call for specially
design luminaire bases that are 24 inches in diameter and 11.5 feet or 15.5 feet in depth.
The schedule update also includes over two months of float between the end of the"Illumination
System Underground"task and the start of the task titled"Complete Illumination System"(Task 36).
There is no connectivity between Tasks 13 and 36 and other scheduled tasks.This underscores the fact
that,with the luminaire bases as detailed in the plans,the illumination system could be completed
independent of other tasks,such as completion of curb and gutter and grading and paving of the trail.
Further,work progressed on the"Illumination System Underground"in a manner that would have no
impact on the rest of the project.
Early in November the planned base locations and the center of the existing waterline were marked in
the field. Several luminaire base locations were identified by the contractor as either conflicting with,or
being in very close proximity to the waterline.These were resolved by moving the planned locations of
these bases to give as much distance to the waterline as possible.
It had been mutually agreed to shut the project down between December 23,2010 and January 3,2011.
The electrical contractor,however,wanted to auger and pour luminaire bases during this week,which
was approved.They began constructing bases from the north end of the project and completed the first
nine bases located at the north end of the project.Due to a water table that was higher than expected,
these first bases were constructed with some difficulty.The shallow depth of this water table(4.5 feet
below the surface)was not expected.The next bases to be constructed were adjacent to the existing
waterline. Issues related to the water table depth proved to be critical when attempts to excavate the
first bases along the waterline.The presence of sandy material and the water table created a situation
where material began sloughing into the excavation, and beginning to undermine the waterline. The
contractor,as called for in the Standard Plans,did place corrugated pipe and even attempted to vactor
material from inside the corrugated pipe,but the sloughing continued.
On December 28,2010,the contractor was ordered to stop this work while the city could review the
situation and provide a remedy.it was recognized that a re-design of the luminaire bases was required
and that spread footing designs may be the solution. It was also recognized that spread footing designs
might extend beneath the trail or impact the curb and gutter section.Because of this,progress on other
co/
tasks,such as curb and gutter construction and trail paving,could no longer be considered independent
of completion of the luminaire bases.Because of this,by ordering work to stop on the bases,the entire
project schedule was impacted.Tasks such as trail grading,driveway approaches and other work
proceeded as practical,but completion of the entire project depended on resolving the luminaire base
Issue.
Redesigned luminaire base details were sent to End Construction on January 19,2011 for review and
pricing.On February 2,2011 a proposal to construct the re-designed bases(including cost and working
day considerations)was received from EnD.After review and discussion amongst Public Works staff,
notice of acceptance,including verbal NTP,was sent to the contractor on February 8,2011.
Completion of the re-designed luminaire bases would not interfere with completion of the curb&
gutter,but since several of the bases would now abut the trail,requiring excavation in the area graded
for the trail,final grading of these areas and paving of the entire trial would not occur until the new
bases are completed and backfilled.As a result,tasks which could have been completed totally
independent of each other now had to be completed sequentially.So in addition to the cost proposal
received from the contractor,there are two components relating to schedule impacts:one relating
directly to the time lost between the stop work order and the verbal NTP(not counting rain days),and
the other relating to the new interdependencies of the tasks and the extension of time now needed to
complete the project.
One final revision to the design and the associated cost was developed when it was recognized that an
additional sleeve was required in the larger bases to contain the longitudinally placed zone irrigation
line.The final contract impacts,as defined in Change Order 10,are noted below:
Contract days added due to stop work order. 17 days(days already defined as"non-working"due to
adverse weather are excluded from this count)
Contract days added due to schedule revision: 16 days
Total contract days to be added: 33 days
Monday,December 27,2010 through Thursday,December 30,2010 are considered"nonworking"by
mutual agreement.January 3,2011 is shown as the first working day after the project shut down on
December 28,2010.At that point,there were 53 contract days remaining. Projecting the 53 remaining
days out from January 3,2011(and accounting for one holiday)defines a contract completion date
(under the original contract)to March 17,2011.Considering two non-working day(weather)since
January 1,2011 and the 16 days associated with the schedule expansion due to the new
interdependencies brings the new completion date to May 5,2011
Logan Ave N St 2
EnD Indirect Impact (1)
Labor Rate Hours/Day Days Total Hours Cost
Operator $64.49 8 6 48 $3,095.52
Operator $64.49 8 6 48 $3,095.52
0 $0.00
0 $0.00
Equipment Standby Rate
Cat 420E Loader
Backhoe $17.33 8 6 48 $831.84
1/2 Ton Pickup $5.40 8 6 48 $259.20
1/2 Ton Pickup $5.40 8 6 48 $259.20
2007 Cat 315 Cl
Diesel $33.49 8 2 16 $535.84
Sum = $8,077.12
• . L'C (U
�.. 7/ ►q
PRIME ELECTRIC PROPOSAL
JOB. Logan Ave Date: 3/2/2011
WORK: Type 2 to Type 3 HH
Item Material Ma te rfa I Labor
9 Material
1 T 3 HH Quantity 1 $900.00 E $900.00 1 E Labor• 1.00
2 T 2 HH -1 0.00E 300.00 0 E 0.00
3 $0.00 E $0.00 0 E 0.00
4 $0.00 E 0.00 0 E 0.00
3 $0.00 E .00 0 E 0.00
4 $0.00 FT .00 0 E 0.00
5 .00 E $0.00 0 E 0.00
6 $0.00 E $0.00 0 E 0.00
7 $0.00 E .00 0 E 0.00
8 $0.00 E $0.00 0 E 0.00
9 $0,00 E $0.00 0 E 0.00
10 $0.00 E $0.00 0 E 0.00
11 $0.00 E $0.00 01E 0.00
12 $0.00E .00 0 E 1 0.00
13 $0.00 E $0,00 0 E 0.00
14 $0.00 IE $0.00 0 E 0.00
15 $0.00 1E $0.00 0 E 0.00
16 $0.00 1E $0.00 E 0.00
17 $0.00E $0.001 E 0.00
18 $0.00 1E $0.001 E 0.00
19 $0.00 E $0.001 E 0.00
201 $0.00 E $0.00 E 0.00
21 $0.00 E $0.00 E 0.00
22 $0.00 E .00 E 1 0.00
23 TOTALS
$600.00 1,00
EQUIPMENTItem s . Labor
• Quantity
SERVICE TRUCK F-150 0.00 $18.50 11$0.
SERVICE TRUCK F•260 $12.50
ALTEC DIGGER .00
,W BUCKET TRUCK $48.40
i0'BUCKET TRUCK .40
BACKHOE $40.18
1SS MINI EXCAVATOR $35.50COMPRESSOR $15.50
12 YARD DUMP TRUCK $0,00
MSI MACHINE $0,00
Tugger 0 $165.00 DA $0.00
Traveller 0 $35.00 DA $0.00
00
$0.00
TOTAL $0.00
TO: 1 p
JOB NAME:Logan AVE PRIME JOB NO:
PRIME TRACKING NO:
CU l
*Aloe
BUDGET ITEM DESCRIPTION:
Type 2toType 3H
1 LMR H URS W024Q. 1.00
2 SUPERVISION,15%OF LINE#1 0.00
3 TOTAL LABOR HOURS 1.00
4 MATERIAL HANDLER 0.00 HOURS $31.67 EACH = $0.00
5 ELECTRICALI APPRENTICE 0.00 HOURS $46.55 EACH = $0.00
6 ELECTRICAL JOURNEYMAN 0.00 HOURS 0 $70.98 EACH = $0.00
7 ELECTRICAL FORMAN 1.00 HOURS @ $73.55 EACH = $73.55
8 ELECTRICAL GEN.FORMAN 0.00 HOURS @ $81.10 EACH = $0.00
9 OPERATOR 0.00 HOURS 0 $55.26 EACH = $0.00
10 GROUNDSMAN 0.00 HOURS iS $53.41 EACH = $0.00
OVERTIME LABOR $0.00
11 MATERIAL HANDLER 0.00 HOURS @ $43.65 $0.00
12 LABOR OT APPRENTICE 0.00 HOURS @ $62.76 EACH = $0.00
13 LABOR OT JOURNEYMAN 0.00 HOURS 0 $88.51 EACH = $0.00
14 LABOR OT FORMAN 0.00 HOURS @ $134.32 EACH = $0.00
15 LABOR OT GENERAL FORMAN 0.00 HOURS @ $109.91 EACH = $0.00
16 MATERIAL HANDLER DT 0.00 HOURS @ $55.63 $0.00
17 LABOR DT APPRENTICE 0.00 HOURS @ $79.47 EACH = $0.00
18 LABOR DT JOURNEYMAN 0.00 HOURS @ $103.22 1EACH = $0.00
19 LABOR DT FORMAN 0.00 HOURS @ $112.13 JEACH = $0.00
20 LABOR DT GENERAL FORMAN 0.00 HOURS a $121.04 EACH = $0.00
0
21 TOTAL LABOR HOURS I COST 1.00 LABOR TOTAL: $73.55
22
MATERIAL COST: $600.00
EQUIPMENT SUBTOTAL $0.00
23 MATERIALS SALES TAX OFLINE#18 $0.00
24 EQUIPMENT RENTAL $0.00
25 FREIGHT ALLOWANCE $0.00
26 SMALL TOOLS&INCIDENTAL MATERIALS 2.50% of line 97 $1.84
27 AS BUILTS AND SUBMITTAL COST $0.00
28 EEO,WISHA,EPA 2.50% of line 97 $1.84
29 GENERAL LIABILITY INSURANCE 0.00% Included in cost of labor $0.00
30 ADMIN.TRAVEL EXPENSE $0.00
31 ENGINEERING,DRAFTING,&REPRODUCTION $0.00
32 ADJUSTMENT TO PERMIT FEE As per of Seattle Fee Schedule $0.00
33 ADDITIONAL PROJECT MANAGEMENT TIME 1.00 HOURS @ $65.001 $65.00
34 BOND PREMIUM $0.00
35 VEHICLE 0.00 HOURS $3.10 $0.00
SUBTOTAL: $74223
LABOR 29.00% $21.33
36 MATERIAL 21.00% $126.00
37 EQUIPMEM 21.00% $0.00
38 SIGNATURE FOR APPROVAL OF CHANGE ORDER B&O TAX 0.000% $0.00
39 X TOTAL FOR THIS BUDGET ITEM: $889.56
A. THIS QUOTATION IS VOID AND SUBJECT TO REVISION AFTER 90 IDAYS
B. A CONTRACT TIME EXTENSION OF days DAYS WILL BE REQUIRED.
BY:T ler Bover
ESTIMATORIPROJECT MGR
*4000,
y/1
EnD Construction
Cost Proposal - Electrical Junction Box Change
Logan Ave N St 2
Prime Electric Cost = $8 $889.65
EnD Const Markup (12%)= $106.76
Total Cost for Type 3 jb = $996.41
C.O.#11
CITY OF RENTON + Page 1 of 14
Public Works Department (Pages 2-13 are backup)
CONTRACT CHANGE ORDER AGREEMENT =40011
CONTRACT: Logan Ave.N.Stage 2 Lake Washington Trait South Lake ConnectorCAG-10-067
Project
CONTRACTOR; EnD General Construction,Inc.
CHANGE ORDER: No.11
SUMMARY OF PROPOSED CHANGE:
Reason/Justification:The south end of the project must be re-designed to stay within existing right of way.In addition,grinding
of PCCP in the outside lane is required but was unanticipated.This limited PCCP grinding is beneath the the planned"Planing
Bituminous Pavement'(Sid Item 77).Also,BI 64 is tilted"Paint Stripe W'",but all the paint stripes called for are either 6"or 8".
Finally,there was no bid item included for paint stripe removal or the installation of one"ONLY"pavement marking,both of which
are required.
Contract C hange:This change will re-align the trail south of the south driveway entrance to the school district parking lot as
shown in the attached plan.This requires removal of an existing short retaining wall.The alignment of the roadway curb will also
be revised,as will the planter strip between the trail and the new roadway curb;The alignment of the curb between the trail and
the parking lot and brought in next to the trait.Payment will be through existing bid items and a new Lump Sum bid item for
previously unanticipated work,specifically,removal of the wall;including contractor provide survey,sawcutting;curb revisions and
changes to the planned irrigation system.A new bid item is established to support the PCCP grinding needed.An initial cost had
been negotiated,then the grinding revealeld further changed conditions(very large concrete aggregate)which impacted the
PCCP grinding significantly,requiring equipmment maintenance and much more time.Bf 64 is re-titled as"Paint Striping,
Removal and Pavement Marking"and the new lump sum price is set to compensate the contractor for placement of 6"and&'
wide striping as calked for in the plans,paint stripe removal and placement of a painted"ONLY"marking,both of which are called
for in the plans,but not included in bid items.
Add the following bid items:
Item Approx Units Description Unit Price Amount
No. Quantity
64(old) -.2714 LF Paint Stripe 4" $0.28 -$759.92
64 revised LS Paint Stripe,removal and Pavement Marking LS $2,543.97-
94(new) LS South End Revisions LS $6,429.75
53(old) LS Irri atiaa astern LS $31,350.00
53 revised LS Irrigation System LS 1 $30,813.76
95 new LS PCCP Grinding LS 1 $5,361.70
Working Days: Total this Change Order: $13,039.26
2 working days are associated with his change order,which would bring the total working days to 142.Substantial
Completion was granted after 138 working days,so no charge to working days is included in this change order.
All work,materials and measurement to be in accordance with the provisions of the Standard Specifications
and Special Provisions for the type of construction involved.
ORIGINAL.CONTRACT CURRENT CONTRAC7 ESTIMATE NET CHANGE ESTIMATED CONTRACT
AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$878;600.36 $999,183.54 $13,039.26 $1,012,222.80
SIGNATURES:
Contractor. Date:
Project Man- r: Vf ?� �"'V f(i Gi.tipw.iy,,.. Date Z "
Approved Date; j
141
IF (Transportation Design Supervisor)
Cott
Logan Ave N ST 2
CGA 10-067
CO 11 - 131 64 (revised) Striping/Pavement Marking Adjustment
Bid Item 64,is titled in the contract as PAINT STRIPE 4",when in reality, only 6" and 8" paint
stripe is called for in the plans. In addition,as noted below, oher pavemen marking related
items were no accounted for in the contract documents.Therefore, his change order revises
the description of Bid Item 64 as noted below and also chances the measure from "Der LF"
1) Bid item 64 is titled "PAINT STRIPE 4" ", but in reality, there is no 4" paint stripe shown in
the plans, only 6" and 8" paint stripes. The 6" and 8" striping has been placed and paid for
under the current BI 64. Compensation for these is included as an adjustment in this change
order as part of the lump sum payment item.
2)The plans call for placement of a thermoplastic "ONLY" making that is not defined by a pay
item. Compensation for these is included in this change order as part of the lump sum
Davment item.
3) Removal of paint stripe center line and crosswalk is not defined by a pay item.
Compensation for these is included in this change order as part of the lump sum payment
item.
Item as
noted Item Unit Cost Quantity Cost
above
1) 6" Paint Stripe (/LF) $0.65 1868 $1,214.20
8" Paint Stripe (/LF) $0.85 712 $605.20
2) Thermoplastic
$80.00 1 $80.00
"ONLY" (EA)
3) Paint Stripe Removal $1.00 306 $306.00
LF
Crosswalk Removal
$1.00 66 $66.00
(LF)
Subtotal = $2,271.40
Prime markup
( $272.57
12%) _
Total = $2,543.97
�Y
P� s/i4
Terry Paananen
From: ENDGENERAL[endgeneral@msn.com]
Sent: Thursday, May 05, 2011 8:11 AM
To: Terry Paananen
Subject: Fwd: Logan Ave N St 2 Island Striping at Souht End
Hi Terry,
See prices below
Darcee Sanders
Sent from my iPhone,please excuse any typos
Begin forwarded message:
From: Mark Amer<mark(&nwtraffic.net>
Date: May 5, 2011 8:02:02 AM GMT-07:00
To: darcee sanders<end eneralAmsn.com>
Subject: RE: Logan Ave N St 2 Island Striping at Souht End
DARCEE
HERE ARE THE PRICES FOR 6 INCH AND 8 INCH STRIPING
CONTRACT PRICE FOR 4 INCH STRIPE $ .43 LF
NEW ITEMS
6INCH STRIPE $ .65 LF
8INCH STRIPE $ .86 LF
REMOVAL OF PAINT STRIPE $ 1.00 LF
PLASTIC ONLY $ 80.00 EA
THANK YOU
Mark Amer
Owner/President
Northwest Traffic, Inc.
Office - 253-862-4102
Cell - 206-499-9866
-----Original Message-----
From: darcee sanders f mailto:endgeneral(a,msn.coml
Sent: Tuesday, May 03, 2011 10:07 AM
To: Mark Amer
i
CC Ll 4/14
V*MW 1400,
Logan Ave N ST 2
CGA 10-067
CO 11 - BI 94 (NEW) South End Revisions
Re-design of the south end of the trail alignment was necessary to address right-of-way issues.As
shown in the attached plans,the tral was brought closer to the roadway and associated revisions to
the landscape plan,driveway and Logan Avenue curb line were incorporated.The new bid item 94
provides compensation for additional work required as a result of this change.
Element CO 11 Cost
Page
EnD, DR Strong, $6,429.75
DelMar
C011 - 131 53 (REVISED) Irrigation System
Bid Item 53 is revised from the description in the contract documents by two changes.The first
includes additions to the irrigation system required by the south end geometric revisions noted above
and on the attached plan sheets.The second change is a contractor proposed change to the two
controller cabinets. Instead of the NEMA Type 3 cabinets called for in the specs,Toro Custom
Command Series steel cabinets built specifically for these controllers will be used
Irrigation Element CO 11Element Cost
Page
South End Revision $1,248.76
Controller Cab Rev -$1,785.00
Delta = -$536.24
131 53 Total = $30,813.76
ev 1
LUMP SUM CHANGE OF TRAIL AT SOUTH END p s/t4
`kno, City of Renton -LOGAN AVENUE
CHANGE ORDER ffleo//
Project Name: Logan Ave Date Work Performed:
Location: South End of Trail Date Work Accepted:
Contractor: EnD General Construction, Inc. Project#:
Subcontractor: D.R.Strong and Delmar Item#:
Description of Work: Group#:
For changes the City of Renton made to the South End of the trail that Estimate#
do not have current bid items. Calculated By:
Checked By:
Employee Name Labor Classification Reg Reg Reg OT OT OT
Hrs Rate Total Hours Rate Total Labor Subtotals
Erik Sanders Operator 16 64.49 1031.84 $1,031.84
Marlon Stemhagen Operator 16 64.49 1031.84 1 $1,031.84
Jarad Collins Laborer 6 39.98 239.88 $239.88
Darcee Office $200.00
TOTAL LABOR I $2,503.56
Equipment Descri tion Contractor Reg Reg Standby Standby
p E ui ment# Hours Rate Hours Rate Equipment Subtotals
Cat 420 E Loader Backhoe 0 34.65 $0.00
2007 Cat 315 C L,diesel 10 66.98 33.49 $669.80
1/2 TN PU 14 10.79 5.4 $151.06
1/2 TN PU 10 10.79 5.4 $107.90
Hand Tools 1 141 15 $210.00
TOTAL EQUIPMENT $1,138.76
Materials/Service Amount
D.R.Strong $900.00
DelMar Cutting and Coring $300<00
Export Concrete $96.00
Export Brush $96.00
SUBTOTAL MATERIAL $192.00
USE TAX ON MATERIAL $114.00
TOTAL MATERIAL $306.00
Summary Subtotals OH&Profit% OH&Profit Totals
Labor $2,503.56 29% 1 $726.03 $3,229.59
Equipment $1,138.761 21% $239.14 $1,377.90
Materials/Services $306.00 21% $64.26 $370.26
City of Renton Rep Date F.A.Total $4,977.75
Sub mark-up% $252.00
Contractor Rep Date Sub mark-up total $1,452.00
F.A.GRAND TOTAL $6,429.75
Remarks:
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o=siu® ew .a n ua ,arwo a
LOGAN AVE N STAGE 2 LAKE WASH.TRAIL
� CEDAR RIVER Tb N.8TH ST.
W IRRIGATION REVISION AT CEDAR RIVER TRAL „ ® noon ow'�ie,°i sY00
_......___........._........_.
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LOGAN AVE N STAGE 2 LAKE WASH.TRAIL °"'"" °' --
CEDAR RIVER TO N.8TH ST.to PLANTING REVISION AT CEDAR RIVER TRAIL u ter® w so o � y
wn 036M w�v 036M- —I'-
038283 038283�TRAN1P00 1'-20'
PSC &A
""✓ '* A Sheet No.:
Out West Landscape& DAILY REPORT OF
Irrigation,Inc.
PO Box 1805
Woodinville,WA 98072 FORCE ACCOUNT WORKED
Project Name: Logan Ave Project No:
Item No.: Date: 3/15/2011
Description of Work: Install Additional Irrigation planter bed
Work by Subcontractor?: (mark x"if yes)
Prime Contractor: End General Constr Sub-Contractor: Out West Landscape&Irri ation, Inc.
. :O-
STRAIGHT TIME OVERTIME DOLLAR
NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT
Group 1 Planting Lab 16 $ 30.84 $ 493.44
Is
Is -
SUBTOTAL-LABOR: $ 493.44
LABOR OVERHEAD&PROFIT @ 29% $ 143.10
LABOR TOTAL $ 636.54
EQUIPMENT
HOURSHOURS ADJUSTED STANDBY DOLLAR
EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT
2006 Chev 1500 8 8.65 Is 69.20
SUBTOTAL-EQUIPMENT $ 69.20
EQUIPMENT OVERHEAD&PROFIT @ 21% $ 14.53
EQUIPMENT TOTAL $ 83.73
MATERIALS SERVICE
MATERIALS' 11111%UANT NI R{ E DOLLAR AMOUNT
HD Fowler Parts Inv(attached) 1 398.88 $ 398.88
Add Use Tax 9.5% $ 37.89
SUBTOTAL-MATERIALS $ 436.77
MATERIALS OVERHEAD&PROFIT @ 21% $ 91.72
MATERIALS TOTAL $ 528.49
Verification of Hours Worked: TOTAL: $ 1,248.76 <-
12%MARKUP(for prime when subcontract work) $ -
Contractor's Representative Date SHEET TOTAL: $
Prime Markup on Subcontractor:
Owners Representative Date 12%: <$25,000
P 10%: $25,000 to$100,000
Pay Estimate Entered:
7%: >$100,000
Date: ❑ ff checked,this work is in dispute. By signing this form, parties
are agreeing to the time and effort needed to accomplish the task.
By. Entitlement to be determined at a later date.
1 of 1 P-12 (Rev. 9/09)
CACI
f 9A.q
Terry Paananen
From: ENDGENERAL [endgeneral@msn.com]
Sent: Monday,April 25, 20113:53 PM
To: Terry Paananen; James P Wilhoit
Terry see below notes from Outwest....
The credit for the irrigation enclosures
2 Enclosures $ 1,785.00 total
I need to bill h'IOH on the Bark and Plant material per Tom and there is some form I need in
order to do this?
Darcee Sanders
Sent from my Whone, please excuse any typos
i
Logan Ave N ST 2
CGA 10-067
CO 11 - BI 95 PCCP Grinding
The plans called for grinding of the ACP overaly on Logan to construct the designed
roadway section. Grinding of the PCCP panels beneath the overlay was not included,
but was required. This constituted a changed condition. Once ACP grinding was
complete and the PCCP exposed, it was recognized that the very large and hard
aggregate in the PCCP created greater than expected difficulty in the grinding
operation. This consituted a secondary changed condition, resulting in additional
expenses.
Subtotal (from
following pages) = $4,787.23
Prime markup (12%)
$574.47
Total = $5,361.70
c..c.7 t [
Terry Paananen
From: darcee sanders[endgeneral@msn.com]
Sent: Tuesday, May 17, 20119:29 AM
To: Terry Paananen
Subject: FW: Logan Concrete Grind Impact
Attachments: Logan Ave N, Stage 2.doc
Is the email you're looking for?
Darcee Sanders
EnD General Construction,Inc.
28605 se 216th lane*Maple Valley,WA 98038
fax:425.432.3793 *phone:206.786.5383
endizeneral@msn.com
From: Craig Nickel [mailto:Craig.Nickel(&lakesideind.coml
Sent:Tuesday, March 15, 20113:41 PM
To: 'Eric Sanders - EnD General'
Subject: Logan Concrete Grind Impact
Eric— per our discussion in the field regarding the concrete grind, Lakeside would like the following
compensation in lieu of the $2.50 per SY previously discussed. We all know that the oversized rocks in the
concrete were not anticipated; these rocks caused extensive wear on the grinding machine and drastically
slowed the grinding process.
1. Please see the attached letter from Ground Up asking for compensation of$3314.31 for extensive wear
on their machine. In the spirit of partnering with the City of Renton, Lakes ea wi not ask for mark up
on this amount.
2. Due to the slow grinding process, Lakeside had one truck too many for this project. This cost is 8 hrs
@$120.00 per hour for a total of $99600..0�0�
The original agreement for grinding into concrete turned out to be 800 SY @$2.50 per SY, totaling $2000.00.
We are now asking for $4274� 1 We believe this to be fair compensation for the unforeseen condition of the
concrete.
Please let me know if you have any questions. My cell is 206-793-0136.
Thanks,
Craig Nickel
Estimator/Project Manager
Lakeside Industries Inc
T: 253-631-36111 F: 253-630-2011
www.lakesideind.com
From:Todd Brownson jmailto:Todditmdup.coml
Sent:Tuesday, March 15, 2011 11:55 AM
To: Craig Nickel
Subject: RE: Logan
i
0011
Grourt' Up Road Construceon, Inc
1107140`Ave Ct E. Sumner,WA. 98390
Office:253.891.1413 Fax:253.891.1425 4 RE OAD
Craig Nickel
Lakeside Industries
18808 SE 256" Street
Covington, WA 98042
Subject: COMMENTS REGARDING UNANTICIPATED CONDITIONS
LOGAN AVENUE N, STAGE 2
RENTON, WASHINGTON
Dear Mr. Nickel:
We have prepared this brief letter to document the unanticipated conditions
found on this project and to request that consideration be given to providing
additional compensation for the damage to our equipment as well as the
additional time and effort required to complete this project as a result of these
unanticipated conditions.
A representative of Ground Up Road Construction, Inc. visited site prior to
performing the work to observe the existing surface conditions and to discuss the
work to be completed. At this time, we understood that the work would include
approximately 1,829 square yards of 0 — 2 inch asphalt concrete pavement
planing and approximately 500 square yards of 0 — 1 inch concrete pavement
planing. We do not typically perform concrete pavement planing with our
equipment because it often causes significant damage to the machine. However,
we agreed to perform the work due to the relatively small area and shallow depth
indicated.
We were requested to grind an additional 299 square yards and to grind an
additional 2 inches down into the concrete in several locations. We had
anticipated that this work would require approximately 4 hours to complete and
had anticipated that the concrete pavement planing would require approximately
150 tools (teeth) to be replaced. For reference, if this project was all asphalt
concrete pavement, we would anticipate that approximately 25 to 30 tools would
be required. The actual work took about double the anticipated time to complete
and required 597 tools and 31 blocks to be replaced. The direct cost of these
items is as follows:
447 (597-150)tools @ $5.23/ea =$2,337.81
31 blocks @ $31.50/ea = 976.50
Total: $3,314.31
paSc 13/14
Craig-
Letter requesting additional compensation is attached. Let me know if you have any questions or need additional
information. Thanks!!
Todd Brownson
Geotechnical Engineer-
Estimator _
Ground U Road f
P From: Craig Nickel
Construction, Inc. „M& ��< Lmailto:Craig.Nickel0lakesideind.com1
DBAA&M Road Recycle � „ *000 Sent: Tuesday, March 15, 20117:53 AM
Phone: 253.891.1413
To: Todd Brownson
Cell: 206.437.9189 Subject: Logan
Fax: 253.891.1425
www.p-rndup.com Todd —just a reminder I need the cost
impact on Logan by early afternoon.
Thanks,
Craig Nickel
Estimator/Project Manager
Lakeside Industries Inc
T: 253-631-36111 F: 253-630-2011
www.lakesideind.com
2
CO 4,1,
�`S c !-4 Aq
Grouftd Up Road Construction, Inc
1107140`h Ave Ct E. Sumner,WA. 98390 .:,M&M
Office:253.891.1413 Fax:253.891.1425ROAD
RECYCLE
We are proposing that the City would consider compensating Ground Up Road
Construction for the additional tool/block damage incurred ($3,314.31). Ground
Up Road Construction would absorb the cost of our additional labor and
equipment costs that were required to complete the project. If you have any
questions or need additional information, please contact our office.
Respectfully submitted,
Scott.Stultz
President
Ground Up Road Construction, Inc.