HomeMy WebLinkAboutContract$839,369.50
R.W. Scott Construction
9/15/20
CAG-20-143
Downtown Core Streetscape Phase 1 Addendum No.2
Page 1 of 2
DOWNTOWN CORE STREETSCAPE PHASE 1
ADDENDUM NO. 2
King County CDBG Project No: C19352
CAG-20-143
DATE OF ADDENDUM ISSUE: September 8, 2020
DUE DATE FOR BIDS: September 15, 2020
NOTE TO ALL PLANHOLDERS:
This Addendum No. 2, containing the following revisions, additions, deletions, and/or clarifications, is
hereby made a part of the Plans and Contract Provisions (Contract Documents) for the above-named
project. Bidders shall take this Addendum into consideration when preparing and submitting their bids.
Bidders shall acknowledge receipt and acceptance of this Addendum No. 2 in the space provided on the
Proposal Signature Page or by signing in the space provided below and submitting the signed addendum
with the bid package. Failure to provide this written acknowledge may result in disqualification of the Bidder’s
submittal.
SPECIFICATIONS
1.Page SP-168, DELETE Section 9-29.24 Service Cabinets, and REPLACE with the following:
9-29.24 Service Cabinets
Section 9-29.24 is deleted and replaced with the following:
The electrical service cabinet shall be per the City Standard Plans 122.1 and the breaker
configuration shall be per the panel schedule as shown on the Plans. The signal/street lighting
service cabinet shall be as indicated on the Contract Plans and detail sheets. All electrical
conductors, buss bars and conductor terminals shall be copper or brass. The cabinet shall be
fabricated from Bare Mill-2B finish aluminum. 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 lock. 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.
The service cabinet shall be equipped with a sliding dimmer switch and shall only be connected
to the LED uplight luminaire circuit.
Contract Documents Page 1
Downtown Core Streetscape Phase 1 August 2020
CITY OF RENTON
Downtown Core Streetscape Phase 1
Table of Contents
VOLUME I
I.CALL FOR BIDS
II.INFORMATION AND CHECKLIST FOR BIDDERS
1.INFORMATION AND CHECKLIST FOR BIDDERS
2.SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
Ill. PROJECT PROPOSAL
1.*PROJECT PROPOSAL COVER SHEET
2.*PROPOSAL
3.*SCHEDULE OF PRICES
4.*LOCAL AGENCY CERTIFICATION FOR FEDERAL AID CONTRACTS
5.*NON-COLLUSION DECLARATION
6.*LOCAL AGENCY SUBCONTRACTOR LIST
7.*PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT
8.*CONTRACTOR CERTIFICATION, WAGE LAW COMPLIANCE – RESPONSIBILITY CRITERIA,
WASHINGTON STATE PUBLIC WORKS CONTRACTS
9.*PROPOSAL SIGNATURE PAGE
10.*PROPOSAL BID BOND
IV.AGREEMENT FORMS
1.AGREEMENT
2.CONTRACT BOND TO THE CITY OF RENTON
3.FAIR PRACTICES AND NON-DISCRIMINATION POLICY DECLARATION
* Submit as part of the bid.
Submit within 10 days after Notice of Award.
V.REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTRACTS
VI.KING COUNTY HOUSING AND COMMUNITY DEVELOPMENT SUPPLEMENTAL
CONSTRUCTION CONTRACT CONDITIONS
VII. SPECIAL PROVISIONS
Contract Documents Page 2
Downtown Core Streetscape Phase 1 August 2020
VIII. APPENDICES
APPENDIX A – Wage Rates
1.Davis-Bacon Act Wage Determination
2.Washington State Prevailing Wage Rates
APPENDIX B - City of Renton Standard Plans
APPENDIX C - WSDOT Standard Plans
VOLUME II – PLANS
Contract Documents Page 3
Downtown Core Streetscape Phase 1 August 2020
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
I. CALL FOR BIDS
Contract Documents Page 4
Downtown Core Streetscape Phase 1 August 2020
CITY OF RENTON
Downtown Core Streetscape Phase 1
King County CDBG Project No. C19352
Project No. CAG-20-143
CALL FOR BIDS
Sealed bids will be received until 1:00 p.m., Monday, August 31, 2020, at the lobby of Renton City Hall, 1055 South
Grady Way, Renton WA, 98057. Sealed bids will be opened and publicly read via the Zoom application video-
conferencing web application at 2:00 p.m., Monday, August 31, 2020 (60 minutes after published bid submittal time).
Any bids received after the published bid submittal time cannot be considered and will not be accepted.
•The bid opening meeting can be accessed via videoconference by:
•Clicking this link to join the zoom meeting:
•https://us02web.zoom.us/j/82575891387?pwd=SUtFdHl2aDF3enhZbm5CVHNnRkxPUT09
•Using the Zoom app: Meeting ID: 825 7589 1387; Password: 534513
•Via telephone by dialing 253-215-8782, followed by 82575891387#; Password:534513#
•Zoom is free to use and is available at https://zoom.us/
Approved Plans, Specifications, Addenda, and Plan Holders List for this project are available on-line through Builders
Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects; Public Works; City of Renton;
Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in order to receive automatic email notification
of future Addenda and to be placed on the Bidders List), contact Builders Exchange of Washington at 425-258-1303 should
you require further assistance. Project Manager is David Buchheit, 425-430-7270.
All Bid Proposals shall be accompanied by a Bid Proposal deposit (certified check or Surety bond) in an amount equal to
five percent (5%) of the amount of such Bid Proposal. Should the successful Bidder fail to enter into such Contract and
furnish satisfactory performance bond within the time stated in the Specifications, the Bid Proposal deposit shall be
forfeited to the City of Renton.
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,
hereby 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 26 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 improvement for which Bids will be received is described below:
Construct the Downtown Core Streetscape Phase 1 project. The work includes but is not limited to: temporary erosion
and water pollution control; pavement removal; illumination, irrigation, trees and tree grates, curb, gutter, sidewalks, and
installation of gateway monument, kiosk, and urban design amenities; and all other Work necessary to complete the Work
as specified and shown in the Contract Provisions.
Jason A. Seth, MMC, City Clerk
Published:
Daily Journal of Commerce: August 5, 2020; Seattle Medium: August 5, 2020;
International Examiner: August 5, 2020; and La Raza NW Facebook Page: August 5, 2020
Contract Documents Page 5
Downtown Core Streetscape Phase 1 August 2020
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
II.INFORMATION AND CHECKLIST FOR BIDDERS
Contract Documents Page 6
Downtown Core Streetscape Phase 1 August 2020
INFORMATION AND CHECKLIST FOR BIDDERS
The following supplements the information in the Call for Bids:
1.Special Project Information. The Contract Documents, including Standard Specifications, and all
applicable laws and regulations apply to this project. The following items particular to this project
are repeated here for emphasis:
a.Wages. This project includes federal funding. The State Prevailing Wages and Federal
Wage Rates in effect at time of Advertisement are provided in Appendix A. It is the Bidder’s
responsibility to obtain wage information for any work classifications that are not included.
b.Traffic Control and Hours of Work. This project is in a busy, congested area. Traffic control
and the safety of the traveling public will be paramount. The Contractor will be required to
keep a minimum 1 lane open to traffic during the day, except when approved by the City
during intersection closures. Night work may be required to meet the construction
schedule; at night, additional lane closures will be permitted.
2.Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing by the close of business five (5) business days
preceding the bid opening to allow a written reply to reach all prospective Bidders before the
submission of their Bids. Oral explanations, interpretations, or instructions given by anyone
before the Award of Contract will not be binding on the City of Renton.
3.If a bidder has any questions regarding the project, the bidder may either:
•Submit questions in writing to Renton City Hall – Transportation Systems, 1055 S Grady
Way, Renton, WA 98057, Attn: David Buchheit, or
•Submit questions via e-mail to: dbuchheit@Rentonwa.gov. Put “Downtown Core
Streetscape Phase 1” in the subject line
No other type of inquiry will be accepted.
4.All bids must be self-explanatory. Partial bids will not be accepted. No opportunity will be
offered for oral explanation except as the City may request further information on particular
points. The bidder shall, upon request, furnish information to the City of Renton as to their
financial and practical ability to satisfactorily perform the work.
5.The construction contract will be awarded by the City of Renton to the lowest responsible,
responsive bidder. The total bid amount of all schedules combined will be used to determine
the low bidder.
6.The City of Renton reserves the right to reject any and all bids or waive any and/or all
informalities.
7.Payment for this work will be made in cash warrants.
8.Bidders are not required to be in possession of a current City of Renton business license in order
to bid on City projects. However, Contractors and all subcontractors of all tiers must be in
possession of a current City business license while conducting work in the City.
Contract Documents Page 7
Downtown Core Streetscape Phase 1 August 2020
9.Bidding Checklist
Each bid must be submitted in a sealed envelope bearing on the outside the name and address of
the Bidder, and the name and number of the project for which the bid is submitted. It is the
responsibility of each bidder to ascertain if all the documents listed below and in the Table of
Contents are included in their copy of the Contract Provisions. 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 the date and time bids are due.
The following documents shall be submitted with the bid.
a.Project Proposal Cover Sheet – The form included in these Bid Documents must be used; no
substitute will be accepted.
b.Proposal – The form included in these Bid Documents must be used; no substitute will be
accepted.
c.Schedule of Prices – The form(s) included in these Bid Documents must be used; no substitute
will be accepted. Bidders must bid on all schedules and items shown on the Schedule of
Prices. If any unit price is left blank, it will be considered no charge for that bid item,
regardless of what has been placed in the extension column.
d.Local Agency Certification for Federal-Aid Contracts.
e.Non-Collusion Declaration – The form included in these Bid Documents must be used; no
substitute will be accepted.
f.Local Agency Subcontractor List – This form is available at
https://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, print and complete the
form to include with Bid. The DOT form, DOT Form Number and revision date must match the
form included in these Bid Documents, otherwise the Bid will be considered irregular and non-
responsive and the Bid will be rejected.
g.Proposal for Incorporating Recycled Materials into the Project - The form included in these
Bid Documents must be used; no substitute will be accepted.
h.Contractor Certification, Wage Law Compliance – Responsibility Criteria, Washington State
Public Works Contracts – This form is available at
https://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, complete, print, and sign
the form to include with Bid. The DOT form, DOT Form Number and revision date must match
the form included in these Bid Documents, otherwise the Bid will be considered irregular and
non-responsive and the Bid will be rejected.
i.Proposal Signature Page - The form included in these Bid Documents must be used; no
substitute will be accepted. Evidence of signatory’s authority to sign the Proposal on behalf
of the business entity shall be submitted with the Bid. Otherwise, the submitted Bid will be
considered irregular and non-responsive and the Bid will be rejected.
j.Proposal Bid Bond – The form included in these Bid Documents must be used; no substitute
will be accepted. If an attorney-in-fact signs bond, the power of attorney authorizing such
execution must be current and enforceable, be properly executed by the Surety in accordance
with the Surety’s by-laws or other applicable rules and resolutions, and include all necessary
corporate seals, signatures, and notaries.
Contract Documents Page 8
Downtown Core Streetscape Phase 1 August 2020
10.Contract Checklist
The following forms are to be executed by the successful Bidder after the Contract is awarded.
a.Agreement – The form included in these Bid Documents must be used; no substitute will be
accepted. Two originals shall be executed by the successful Bidder.
b.Contract Bond – The form included in these Bid Documents must be used; no substitute will
be accepted. Two originals shall be executed by the successful Bidder and its surety company.
This bond covers successful completion of all work and payment of all laborers,
subcontractors, suppliers, etc. If an attorney-in-fact signs bond, the power of attorney
authorizing such execution must be current and enforceable, be properly executed by the
Surety in accordance with the Surety’s by-laws or other applicable rules and resolutions, and
include all necessary corporate seals, signatures, and notaries.
c.Fair Practices Policy Affidavit of Compliance - The form included in these Bid Documents must
be used; no substitute will be accepted.
d.Certificates of Insurance – To be executed by an insurance company acceptable to the Owner,
on ACORD Forms. Required coverages are listed in Section 1-07.18 of the Special Provisions.
The City of Renton shall be named as “Additional Insureds” on the insurance policies as well as
the entities listed in Section 1-07.18(2) of the Special Provisions.
Contract Documents Page 9
Downtown Core Streetscape Phase 1 August 2020
Contract Documents Page 10
Downtown Core Streetscape Phase 1 August 2020
CityofRentonContractProvisionsforDowntownCoreStreetscapePhase1III.PROJECTPROPOSALProject:DowntownCoreStreetscapePhase1KingCountyCDBGProjectNo:C19352CityContractNumber:CAG-20-143Company:RWSCOTTCONSTRUCTIONAddress:4005WESTVALLEYHWYNAUBURN,WA98001-2442PhoneNumber:(253)351-0001FaxNumber:(253)351-0055TotalBidAmount:$839,369.50ContractDocumentsPage11DowntownCoreStreetscapePhase1August2020.edtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
PROPOSALDowntownCoreStreetscapePhase1TOTHECITYOFRENTONRENTON,WASHINGTONLadiesand/orGentlemen:Theundersigned(Bidder)herebycertifythattheBidderhasexaminedthelocationandconstructiondetailsoftheproposedworkandhasreadandthoroughlyunderstandstheContractDocumentsgoverningthework,andthenatureofthework,andthemethodbywhichpaymentwillbemadeforsaidwork.BidderherebyproposestoundertakeandcompletetheworkdetailedinandinaccordancewiththeseContractDocuments,fortheTotalBidAmountshownontheattachedScheduleofprices.TheBidderunderstandsthatthequantitiesmentionedhereinareapproximateonlyandaresubjecttoincreaseordecrease,andherebyproposestoperformallquantitiesofworkaseitherincreasedordecreasedinaccordancewiththeContractDocuments.Asevidenceofgoodfaith,pursuanttoRCW35.23.352(1),anoriginalBidProposalDepositintheformof(checkone)bidbond,orElcashierscheck(madepayabletotheCityofRenton),orElpostalmoneyorder(madepayabletotheCityofRenton),inanamountequaltofivepercent(5%)oftheTotalBidPrice,isattachedhereto.Ifabidbondissignedbyanattorney-in-fact,Bidderagreesthatthepowerofattorneyauthorizingsuchexecutionmustbecurrentandenforceable,beproperlyexecutedbytheSuretyinaccordancewiththeSurety’sby-lawsorotherapplicablerulesandresolutions,andincludeallnecessarycorporateseals,signatures,andnotaries.BidderunderstandsthatContractAwardorBidrejectionwilloccurwithin60calendardaysaftertheopeningofbids,asspecifiedinSection1-03.2oftheStandardSpecifications.BidderfurtherunderstandsthatshouldBidderfailtoenterintothiscontractinaccordancewithhisorherBidandfurnishacontractbondwithinaperiodoften(10)daysfromthedateatwhichheorsheisnotifiedthatheorsheisthesuccessfulbidder,theBidProposalDepositshallbeforfeitedtotheCityofRenton,assetforthinRCW35A.40.200andRCW35.23.352.BidderherebyagreestocompletethePhysicalWorkinallrespectswithin50workingdays.ContracttimeshallbeginonthefirstworkingdayfollowingtheNoticetoProceeddate.ContractDocumentsPage12DowntownCoreStreetscapePhase1August2020ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
SCHEDULEOFPRICESDowntownCoreStreetscapePhase1ALLENTRIESSHALLBEWRITtENININKORTYPEDTOVALIDATEBIDNote:Unitpricesforallitems,allextensions,andtotalamountofBidshallbeshown.Enterunitpricesinnumericalfiguresonlyindollarsandcents,i.e.totwo(2)decimalplaces(includingforwholedollaramounts).Allfiguresmustbeclearlylegible.BidswithillegiblefiguresintheUnitPricecolumnwillberejectedasunresponsive.Whereconflictoccursbetweentheunitpriceandthetotalamountspecifiedforanyitem,theunitpriceshallprevail,andtotalsshallbecorrectedtoconformthereto.ItemSpec...DescriptionQuantityUnitUnitPrlce*AmountNo.Section11-04MinorChange1EST$5,000.00$5,000.0021-05RoadwaySurveying1LSLUMPSUM$6,650.0031-05RecordDrawings1LSLUMPSUM$800.0041-07SPCCPlan1CSLUMPSUM$500.0051-07COVID-19HealthandSafetyPlan(CHSP)115LUMPSUM$500.0061-07COVID49AddedMeasures(WithoutOverhead&Profit)1EST$3,000.00$3,000.0071-09Mobilization1LSLUMPSUM$80,000.0081-10ProjectTemporaryTrafficControl1LSLUMPSUM$23,650.0092-02RemovalofStructuresandObstructions1LSLUMPSUM$5,000.00102-02AsphaltConc.PavementRemoval400SY$18.00$7,200.00112-02CementConc.SidewalkRemoval890SY$14.50$12,905.00122-02CurbRemoval760CF$6.75$5,130.00134-04CrushedSurfacingBaseCourse340TON$30.00$10,200.00145-04HMACI.1/2”PG64-22110TON$165.00$18,150.00157-01DownspoutandRoofDrains1LSLUMPSUM$5,175.00167-04DuctileIronStormSewerPipe8In.Diam.40LF$134.00$5,360.00177-05ShallowConcreteInlet1EA$1,100.00$1,100.00187-05AdjustCleanouttoGrade8EA$40000$3,200.00197-05AdjustStormDrainageStructuretoGrade2EA$60000$1,200.00207-05AdjustAreaDraintoGrade2EA$400.00$800.00ContractDocumentsPage13DowntownCoreStreetscapePhase1ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
SCHEDULEOfPRICESDowntownCoreStreetscapePhase1ALLENTRIESSHALLBEWRIHENININKORTYPEDTOVALIDATEBIDNote:Unitpricesforallitems,allextensions,andtotalamountofBidshallbeshown.Enterunitpricesinnumericalfiguresonlyindollarsandcents,i.e.totwo(2)decimalplaces(includingforwholedollaramounts).Allfiguresmustbeclearlylegible.BidswithillegiblefiguresintheUnitPricecolumnwillberejectedasunresponsive.Whereconflictoccursbetweentheunitpriceandthetotalamountspecifiedforanyitem,theunitpriceshallprevail,andtotalsshallbecorrectedtoconformthereto.ItemSpec.DescriptionQuantityUnitUnitPricetAmountNo.Section217-05ConnectiontoDrainageStructure1EA$800.00$800.00227-05FurnishandInstallNewFrameandGrate,AdjusttoGrade4EA$900.00$3600.00237-15AdjustWaterMeterBoxtoGrade15EA$400.00$6,000.00248-01ErosionControlandWaterPollutionPrevention1LSLUMPSUM$1000.00258-02TopsoilTypeA35CV$63.00$2205.00268-02PSNyssaSylvaticaDavidOdom/AfterburnerTupelo;2.5$525.00$2,625.00278-02P5Carpinuscaroliniana‘Palisade’/PalisadeAmerican4$525.00$2,100.00Hornbeam;2.5cal.,12-14ht.288-02RootBarrier216LE$15.75$3,402.00298-03AutomaticIrrigationSystem,Complete1CSLUMPSUM$17,200.00308-04CementConc.TrafficCurbandGutter800CF$28.75$23,000.00318-06CementConc.DrivewayEntrance90SY$173.25$15,592.50328-14CementConc.Sidewalk760SY$92.00$69,920.00338-14CementConc.RampforBuildingEntrance1EA$2,575.00$2,575.00348-19AdjustFranchiseUtilityVaulttoGrade5EA$400.00$2,000.00358-19AdjustGasValvetoGrade2EA$400.00$800.00362-20IlluminationSystemAlongWellsAvenue,Complete1CSLUMPSUM$280,050.00ElectricalSystemforInternallyIlluminatedPedestrianKiosk378-201CSLUMPSUM$2,490.00______at53rdStreet&BurnettAvenueSElectricalSystemforInternallyIlluminatedGateway388-201CSLUMPSUM$23,675.00Monumentat54thStreet&BurnettAvenueSElectricalSystemforInternallyIlluminatedGateway398-20..1CSCUMPSUM$7,290.00MonumentatS3rdStreet&RainierAvenueS408-21PermanentSigning1CSLUMPSUM$2,500.00ContractDocumentsPage14DowntownCoreStreetscapePhase1ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreesentseewww.bxwa.com-AlwaysVerifyScsi
SCHEDULEOFPRICESDowntownCoreStreetscapePhase1ALLENTRIESSHALLBEWRITTENININKORTYPEDTOVALIDATEBIDNote:Unitpricesforallitems,allextensions,andtotalamountofBidshallbeshown.Enterunitpricesinnumericalfiguresonlyindollarsandcents,i.e.totwo(2)decimalplaces(includingforwholedollaramounts).Allfiguresmustbeclearlylegible.BidswithillegiblefiguresintheUnitPricecolumnwillberejectedasunresponsive.Whereconflictoccursbetweentheunitpriceandthetotalamountspecifiedforanyitem,theunitpriceshallprevail,andtotalsshallbecorrectedtoconformthereto.ItemSpec.DescriptionQuantityUnitUnitPrice*AmountNo.Section418-21PedestrianDirectionalFoundationandPost1EA$12,675.00$12,675.00428-26GatewayMonument1CSLUMPSUM$$80,000.00438-27PedestrianKiosk1CSLUMPSUM$56,675.00448-30WasteReceptacle2EA$1,750.00$3,500.00458-31Bench1EA$1,650.00$1,650.00468-32TreeGrate9EA$1,725.00$15,525.00478-33ResolutionofUtilityConflicts1EST$5,000.00$5,000.00TotalBidAmount*$839,369.50*AllapplicablesalestaxshallbeincludedintheunitandlumpsumBidpriceperSection1-07.2(1)andWAC458-20-171.ContractDocumentsPage15DowntownCoreStreetscapePhase1ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
SR
Local Agency 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 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.
(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.
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.
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.
DOT Form 272-040A EF 07/2011
SR
Failure to return this Declaration as part of the bid proposal package
will make the bid nonresponsive and ineligible for award.
NON-COLLUSION DECLARATION
I, by signing the proposal, hereby declare, under penalty of
perjury under the laws of the United States that the following
statements are true and correct:
1. That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
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.
2. That by signing the signature page of this proposal, I am
deemed to have signed and to have agreed to the provisions
of this declaration.
NOTICE TO ALL BIDDERS
To report rigging activities call:
1-800-424-9071
The U.S. Department of Transportation (USDOT) operates the above toll-free
"hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone
with knowledge of possible bid rigging, bidder collusion, or other fraudulent
activities should use the "hotline" to report such activities.
The "hotline" is part of USDOT's continuing effort to identify and investigate
highway construction contract fraud and abuse and is operated under the
direction of the USDOT Inspector General. All information will be treated
confidentially and caller anonymity will be respected.
DOT Form '27'2 0361 EF 07/2011
LocalAgencyNameCITYOFRENTONLocalAgencySubcontractorListLocalAgencyAddressPreparedincompliancewithRCW39.30.060asamended1055SOUTHGRADYWAYRENTON,WASHINGTON98057ToBeSubmittedwiththeBidProposalProjectNameDOWNTOWNCORESTREETSCAPEPHASE1Failuretolistsubcontractorswithwhomthebidder,ifawardedthecontract,willdirectlysubcontractforperformanceoftheworkofheating,ventilationandairconditioning,plumbing,asdescribedinChapter18.106RCW,andelectrical,asdescribedinChapter19.28RCWornamingmorethanonesubcontractortoperformthesameworkwillresultinyourbidbeingnon-responsiveandthereforevoid.Subcontractor(s)withwhomthebidderwilldirectlysubcontractthatareproposedtoperformtheworkofheating,ventilationandairconditioning,plumbing,asdescribedinChapter18.106RCW,andelectricalasdescribedinChapter19.28RCWmustbelistedbelow.Theworktobeperformedistobelistedbelowthesubcontractor(s)name.TotheextenttheProjectincludesoneormorecategoriesofworkreferencedinRCW39.30.060.andnosubcontractorislistedbelowtoperformsuchwork,thebiddercertifiesthattheworkwilleither(ibeperformedbythebidderitself.or(ii)beperformedbyalowertiersubcontractorwhowillnotcontractdirectlywiththebidder.SubcontractorNameMILLPLAINELECTRIC-ITEMS36,37,38,39WorktobePerformed___________________________________________________________________________SubcontractorNameNORTHLINESLJRVEY-flEM2WorktobePerformed___________________________________________________________________________SubcontractorNameGREENCITYiN_C-ITEMS25,26,27,28,29WorktobePerformed-________________________________________________SubcontractorNameTRANSPORTATIONSYSTEMS-ITEMS7,30,31,32,33WorktobePerformed________________________________________________________________________SubcontractorNameTUBEART-SUPPLIER-ITEMS41,42,43WorktobePerformed______________________________—______________________________________________*Bidder’sarenotifiedthatistheopinionoftheenforcementagencythatPVCormetalconduit,junctionboxes,etc,areconsideredelectricalequipmentandthereforeconsideredpartofelectricalwork,eveniftheinstallationisforfutureuseandnowiringorelectricalcurrentisconnectedduringtheproject.SRDOTForm271-015AOFRevised0812012ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
APWA-WADivision1Committeerev.1/8/2016ProposalforIncorporatingRecycledMaterialsintotheProjectIncompliancewithanewlawthatwentintoeffectJanuary1,2016(SHB1695),theBiddershallproposebelow,thetotalpercentofconstructionaggregateandconcretematerialstobeincorporatedintotheProjectthatarerecycledmaterials.CalculatedpercentagesmustbewithintheamountsallowedinSection9-03.21(1)E,TableonMaximumAllowablePercent(ByWeight)ofRecycledMaterial,oftheStandardSpecifications.0IProposedtotalpercentage:1tpercent.Note:Useofrecycledmaterialsishighlyencouragedwithinthelimitsshownabove,butdoesnotconstituteaBidderPreference,andwillnotaffectthedeterminationofaward,unlesstwoormorelowestresponsiveBidtotalsareexactlyequal,inwhichcaseproposedrecyclingpercentageswillbeusedasatie-breaker,pertheAPWAGSPinSection1-03.1oftheSpecialProvisions.Regardless,theBidder’sstatedproposedpercentageswillbecomeagoaltheContractorshoulddoitsbesttoaccomplish.BidderswillberequiredtoreportonrecycledmaterialsactuallyincorporatedintotheProject,inaccordancewiththeAPWAGSPinSection1-06.6oftheSpecialProvisions.Bidder:RWSCOJTCONSTRUCTI____SignatureofAuthorizedOfficial:Date:SEPTEMBER15.2020ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
WIWashingtonStateDepartmentotTransportationContractorCertificationWageLawCompliance-ResponsibilityCriteriaWashingtonStatePublicWorksContractsFAILURETORETURNTHISCERTIFICATIONASPARTOFTHEBIDPROPOSALPACKAGEWILLMAKETHISBIDNONRESPONSIVEANDINELIGIBLEFORAWARDIherebycertify,underpenaltyofperjuryunderthelawsoftheStateofWashington,onbehalfofthefirmidentifiedbelowthat,tothebestofmyknowledgeandbelief,thisfirmhasNOTbeendeterminedbyafinalandbindingcitationandnoticeofassessmentissuedbytheWashingtonStateDepartmentofLaborandIndustriesorthroughaciviljudgmententeredbyacourtoflimitedorgeneraljurisdictiontohavewillfullyviolated,asdefinedinRCW49.48.082,anyprovisionofRCWchapters49.46,49.48,or49.52withinthree(3)yearspriortothedateoftheCallforBids.BidderName:RWSCOTTCONSTRU?bNNameofContractor!-PrintfulllegalentitynameaffirmBy:-JEFFSCOTTSi1ureofauthorizedpersonPrintNameofpersonmakingcertificationsforfirmTitle:PRESIDENTPlace:AUBURN.WATitleofpersonsigningcertificatePrintcityandstatewheresignedDate:SEPTEMBER15.2020Prov7flui1dersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
PROPOSALSIGNATUREPAGEBysigningbelow,BidderacknowledgesreceiptandunderstandingofthefollowingAddendatotheBidDocuments:AddendumNo.DateofReceiptAddendumNo.DateofReceipt108/21/2020__________________209/08/2020___________________NOTE:AProposalmaybeconsideredirregular andmayberejectedifthereceiptofAddendaisnotacknowledged.The Bidderisherebyadvisedthatbysignatureofthisproposal,he/sheisdeemedtohaveacknowledgedallrequirementsandsignedallcertificatescinedherein.RW_SC..OTTCONSTRUCTION[Business Name]JEFFSCOJT[PrintedName]4005WESTVALLEYHWYN[AddressLine1]PRESIDENT[Title]AUBURN.WA98001-2442[AddressLine2]SER]EEJVJRERIL2ozp(253)351-0001[Date][Telephone Number]*NOTE:Evidenceofthesignatory’sauthoritytosign theProposalOt?behalfofthebusinessentity shall besubmittedwiththeBid.Otherwise,thesubmittedBidwillbeconsideredirregularandnon-responsiveandtheBidwillbere/ected.NOTE:TheaddressandphonenumberlistedwillbeusedforallcommunicationsregardingthisProposaLTypeofbusinessentity(e.g.corporation,partnership,etc.):CORPORATIONStateofIncorporation,orStatewherebusinessentitywasformed:WASHINGTONContract DocumentsDowntownCoreStreetscapePhase1:ureof AuthorizedOfficial]*Page21August2020ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
WAStateContractor’sRegistration#RWSCOC*229MUuBl#600298242IndustrialInsuranceAccountU579,092-00EmploymentSecurityDepartmentU447718-00-5StateExciseTaxRegistrationU600_298242DUNSU61674743—TheSuretyCompanywhichwillfurnishtherequiredContractBondis:FIDELITYANDDEPOSITCOOFMARYLAND1201PACIFICAVENUE[Surety][AddressLine1]Z53)i1-3221____________________________[TelephoneNumber][AddressLine2]ContractDocumentsPage22DowntownCoreStreetscapePhase1August2020ProvidedtoBuildersExchangeofWA,Inc.ForusageConditionsAgreementseewww.bxwa.com-AlwaysVerifyScal
PROPOSALBIDBONDTO’THECITYOFRENTONKNOWALLMENBYTHESEPRESENTS,Thatwe,[Bidder]R.W.ScottConstructionCo.of[address]4005WestValleyHighwayNorth,SuiteA,Auburn,WA98001asPrincipal,and[Surety]—FidelityandDepositCompanyofMypndacorporationorganizedandexistingunderthelawsoftheStateof________Jjj[pisasasuretycorporation,andqualifiedunderthelawsoftheStateofWashingtontobecomesuretyuponbondsofcontractorswithmunicipalcorporations,asSurety,arejointlyandseverallyheldandfirmlybounduntotheCityofRentoninthefullsumoffive(5)percentofthetotalamountoftheproposalofsaidPrincipalfortheworkhereinafterdescribed,forthepaymentotwhich,welland‘frulytobemade,webindourselvesandourheirs;executors,administratorsandassigns,andsuccessorsandassigns,jointlyandseverally,firmlybythesepresents.Theconditionofthisbondissuch,thatwhereasthePrincipalhereinisherewithsubmittinghis/heroritssealedproposalforthefollowingpublicworksconstructionproject,towit:DowntownCoreStreetscapePhase1saidbidandproposal,byreferencethereto,beingmadeaparthereof.NOW,THEREFORE,ifthesaidproposalbidbysaidPrincipalbeaccepted,andthecontractbeawardedtosaidPrincipal,andifsaidPrincipalshalldulymakeandenterintoandexecutesaidcontractandshaltfurnishcontractbondasrequiredbytheCityofRentonwithinaperiodoften(10)daysfromandaftersaidaward,exclusiveofthedayofsuchaward,thenthisobligationshallbenullandvoid,otherwiseitshallremainandbeinfullforceandeffect.INTHEEVENT,thePrincipal,followingaward,failstoexecuteanAgreementwiththeCityofRentoninaccordancewiththetermsoftheProposalandfurnishacontractbondwithSuretyorSuretiesapprovedbytheCityofRentonwithinten(10)daysfromandaftersaidaward,thenPrincipalshallforfeittheBidBond/BidProposalDepositorSuretyshallimmediatelypayandforfeittotheCityofRentontheamountoftheProposalBidBond,assetforthinRCW35A.40.200andRCW35.23.352.ThisProposalBidBondshallbegovernedandconstruedbytheStateofWashington,andvenueshallbeinKingCounty,Washington.INTESTIMONYWHEREOF,thePrincipalandSuretyhavecausedthesepresentstobesignedandseatedthis31stdayofAugust,20Q_.ContractDocumentsPage23DowntownCoreStreetscapePhase1August2020
PRINCIPALSURETYR.W.ScottConstructionCo._________FdeIydDepositC9pnyofMaryland[Surety)[SatureofAuthorizedOfficial][Signatureof AuthorizedOfficial]____HoWAlbers[PrintedName][Printed Name]_____________________________Attorney-in-Fact[Title][Title]August31?O__________________August31.2020[Date][Date]Name,address,andphonenumberofPropelInsurancelocalofficeofAgentand/orSuretyCompany:IZOlPacificAvenue.Suite1000Tacoma,WA98402—(253)759-2200SuretyWAOIC#442____________________SuretyNAICU39306ContractDocumentsPage24DowntownCoreStreetscapePhase1August 2020
Contract Documents Page 25
Downtown Core Streetscape Phase 1 August 2020
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
IV.AGREEMENT FORMS
Contract Documents Page 26
Downtown Core Streetscape Phase 1 August 2020
AGREEMENT
CONTRACT NO. CAG-20-143
THIS AGREEMENT, made and entered into this ________ day of _______________________, 20______
by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington,
hereinafter referred to as "City” and _______________________________________________________,
hereinafter referred to as "Contractor."
WITNESSETH: That in consideration of the terms and conditions contained herein and attached and
made a part of this agreement, the parties hereto covenant and agree as follows:
1.The Contractor shall do all work and furnish all tools, materials, and equipment for: Downtown Core
Streetscape Phase 1 in accordance with and as described in the attached plans and specifications,
and the 2020 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by
the Washington State Department of Transportation (WSDOT) and the Washington State Chapter
of the American Public Works Association (APWA) which are by this reference incorporated herein
and made part of hereof and, shall perform any changes in the work in accord with the Contract
Documents.
The Contractor shall provide and bear the expense of all equipment, work and labor, of any sort
whatsoever that may be required for the transfer of materials and for constructing and completing
the work provided for in these Contract Documents except those items mentioned therein to be
furnished by the City.
2.The City hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to provide the materials and to do and cause to be done the above described work and
to complete and furnish the same in accord with the attached plans and specifications and the terms
and conditions herein contained and hereby contracts to pay for the same according to the attached
specifications and the schedule of unit or itemized prices at the time and in the manner and upon
the conditions provided for in this contract.
The sum total of all progress payments is not to exceed the Total Bid Amount listed in the Schedule
of Prices incorporated into this contract, unless the Total Bid Amount is amended by change order(s)
prepared and executed in accordance with these Contract Documents.
3.The Contractor for himself/herself, and for his/her heirs, executors, administrators, successors, and
assigns, does hereby agree to full performance of all covenants required of the Contractor in the
contract.
4.It is further provided that no liability shall attach to the City by reason of entering into this contract,
except as provided herein.
5.In the event litigation is commenced to enforce this contract, the prevailing party shall be entitled
to recover its costs, including reasonable attorney’s and expert witness fees.
RW Scott Construction
2128thJanuary
CONTRACTBONDTOTHECITYOFRENTONBondNo.9361440KNOWALLMENBYTHESEPRESENTS,Thatwe,[Contractor]RWScoffConstructionCo.of[address]4005WestValleyHighwayNorth.SuiteA,Auburn,WA98001asPrincipal,and[SuretyfidelityandDepositCompanyofMarylandacorporationorganizedandexistingunderthelawsoftheStateofIllinoisasasuretycorporation,andqualifiedunderthelawsoftheStateofWashingtontobecomesuretyuponbondsofcontractorswithmunicipalcorporations,asSurety,arejointly,aridseverlIvheldandfirmlyboundtotheCityofRenton(city)intheEightHUndredThirty-rimeThousand,sixMundreapenalsumof$mirty-nifteandNo/100($839639.00)TotalContractAmount,forthepaymentofwhichsumondemandwebindourselvesandourheirs,executors,administratorsandassigns,successorsandassigns,orpersonrepresentatives,asthecasemaybe.TheobligationisenteredintopursuanttothestatutesoftheStateofWashington,theOrdinanceoftheCityofRenton.Datedat________________,Washington,this20thdayofOctober,2020Nevertheless,theconditionsoftheaboveobligationaresuchthat:WHERAS,underandpursuanttoContractNo.CAG-20-143providingforconstructionoftheDowntownCoreStreetscapePhase1;thePrincipalhasaccepted,orisabouttoaccept,theContract,andundertaketoperformtheWorkthereinprovidedforinthemannerandwithinthetimesetforth.NOW,THEREFORE,byexecutingthisContractBond,acombinedPerformanceandPaymentBod,SuretyindemnifiesandholdstheCity,itsofficers,agentsandassignsharmlessfromallclaims,liabilities,causesofaction,damagesandcosts,includingpropertydamagesandpersonalinjuries,resultingfromanydefectappearingordevelopinginthematerialprovidedorworkmanshipperformedundertheContractANDforsuchpaymentsforlabor,equipment,andmaterialsbysatisfyingallclaimsanddemandsincurredundertheContract,andreimbursingandpayingCityallexpensesthatCitymayincurinmakinggoodanydefaultbyPrincipal.FUTHERMORE,thisContractBondshallbesatisfiedandreleasedonlyupontheconditionthatPrincipal:•FaithfullyperformsallprovisionsoftheContractandchangesauthorizedbyCityinthemannerandwithinthetimespecifiedasmaybeextendedundertheContract;•PaysallpersonsinaccordancewithRCW39.08,39.12,and60.28includingallworkers,laborers,mechanics,subcontractors,lowertiersubcontractors,materialpersons,andallotherpersonsoragentswhosupplylabor,equipment,ormaterialstotheProject;•Paysalltaxesincurredonsaidcontractundertitle50andSiRevisedCodeofWashingtonCRCW)andalltaxesimposedonthePrincipleunderTitle82RCW;•ReceivesawrittendischargefromtheCity,signedbytheMayororbyadulyauthorizedrepresentativeoftheCity.ContractDocumentsPage28DowntownCoreStreetscapePhase1August2020
Nochange,extensionoftime,alteration,oradditiontothetermsoftheContractortotheWorktobeperformedundertheContractshallinanywayaffectSurety’sobligationontheContractBond.Suretyherebywaivesnoticeofanychange,extensionoftime,alteration,oradditiontothetermsoftheContractortheWork,withtheexceptionthatSuretyshallbenotifiediftheContracttimeisextendedbymorethantwentypercent(20%).IfanymodificationorchangeincreasesthetotalamounttobepaidundertheContract,Surety’sobligationunderthisContractBondshallautomaticallyincreaseinalikeamount.Anysuchincreaseshallnotexceedtwenty-fivepercent(25%)oftheoriginalamountoftheContractBondwithoutthepriorwrittenconsentofSurety.ThisContractBondshallbegovernedandconstruedbythelawsoftheStateofWashington,andvenueshallbeinKingCounty,Washington.ThisContractBondshallbeexecutedintwo(2)originalcounterpartsandshallbesignedbytheparties’dulyauthorizedofficers.ThisContractBondwillonlybeacceptedifitisaccompaniedbyafullyexecutedandoriginalpowerofattorneyfortheofficeexecutingonbehalfoftheSurety.PRINCIPALSURETYRWScottConstructionCo”FidelityandDepositCompanyofMaryland[Principal]ty][SignatureofAuthorizedOfficial][SignatureofAuthorizedOfficial]JeffScott_____________________________________HolliAlbers[PrintedName]Attorney-In-Fact[Title]_________________________________January5.2021[PrintedName]President[Title]‘k%[Date][Date]NameandaddressoflocalofficeofAgentand/orSuretyCompany:PropelInsurance1201PacificAvenue,Suite1000Tacoma,WA98402Telephone:253-759-2200ContractDocumentsPage29DowntownCoreStreetscapePhase1August2020
EXTRACTFROMBY-LAWSOFTHECOMPANIES“ArticleV,Scction8,Attorneys-in-Fact.TheChiefExecutiveOfficer,thePresident,oranyExecutiveVicePresidentorVicePresidentmay,bywritteninstrumentundertheattestedcorporateseal,appointattorneys-in-factwithauthoritytoexecutebonds,policies,recognizances,stipulations,undertakings,orotherlikeinstrumentsonbehalfoftheCompany,andmayauthorizeanyofficeroranysuchattorney-in-facttoaffixthecorporatesealthereto;andmaywithorwithoutcausemodifyofrevokeanysuchappointmentorauthorityatanytime.”CERTIFICATEI,theundersigned,VicePresjdetitoftheZURICHAMERICANINSURANCECOMPANY,theCOLONIALAMERICANCASUALTYANDSURETYCOMPANY,andtheFIDELITYANDDEPOSITCOMPANYOfMARYLAND,doherebycertifythattheforegoingPowerofAttorneyisstillinhillforceandeffectonthedateofthiscertificate;andIdofurthercertifythatArticleV,Section8,oftheBy-LawsoftheCompaniesisstillinforce.ThisPowerofAttorneyandCertificatemaybesignedbyfacsimileunderandbyauthorityofthefollowingresolutionoftheBoardofDirectorsoftheZURICHAMERICANINSURANCECOMPANYatameetingdulycalledandheldonthe15thdayofDecember1998.RESOLVED:“ThatthesignatureofthePresidentoraVicePresidentandtheattestingsignatureofaSecretaryoranAssistantSecretaryandtheSealoftheCompanymaybeaffixedbyfacsimileonanyPowerofAttorney...MysuchPoweroranycertificatethereofbearingsuchfacsimilesignatureandsealshallbevalidandbindingontheCompany.”ThisPowerofAttorneyandCertificatemaybesignedbyfacsimileunderandbyauthorityofthefollowingresolutionoftheBoardofDirectorsoftheCOLONIALAMERICANCASUALTYANDSURETYCOMPANYatameetingdulycalledandheldonthe5thdayofMay,1994,andthefollowingresolutionoftheBoardofDirectorsoftheFIDELITYANDDEPOSITCOMPANYOFMARYLANDatameetingdulycalledandheldonthe10thdayofMay,1990.RESOLVED:“ThatthefacsimileormechanicallyreproducedsealofthecompanyandfacsimileormechanicallyreproducedsignatureofanyVice-President,Secretary,orAssistantSecretaryoftheCompany,whethermadeheretoforeorhereafter,whereverappearinguponacertifiedcopyofanypowerofattorneyissuedbytheCompany,shallbevalidandbindingupontheCompanywiththesameforceandeffectasthoughmanuallyaffixed.INTESTIMONYWHEREOF,IhavehereuntosubscribedmynameandaffixedthecorporatesealsofthesaidCompanies,this5thdayofJanuary,2021.By:BrianM.HodgesVicePresidentTOREPORTACLAIMWITHREGARDTOASURETYBOND,PLEASESUBMITACOMPLETEDESCRIPTIONOFTHECLAIMINCLUDINGTHEPRINCIPALONTHEBOND,THEBONDNUMBER,ANDYOURCONTACTINFORMATIONTO:ZurichSuretyClaims1299ZurichWaySchaumburg,IL60196-1056www.reportsfclaims(zurichna.com800-626-4577
Contract Documents Page 30
Downtown Core Streetscape Phase 1 August 2020
FAIR PRACTICES AND NON-DISCRIMINATION POLICY DECLARATION
I, by signing the Agreement, hereby declare, under penalty of perjury under the laws of the United
States that the following statements are true and correct:
1.That the undersigned person(s), firm, association or corporation affirms and subscribes to the Fair
Practices and Non-discrimination policies set forth by the law and by City of Renton policy, adopted
by Resolution No. 4085.
2.That by signing the signature page of this Agreement, I am deemed to have signed and to have agreed
to the provisions of this declaration.
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
V.REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION
CONTRACTS
1
REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS
FHWA-1273 -- Revised May 1, 2012
I. General
II.Nondiscrimination
III. Nonsegregated Facilities
IV. Davis-Bacon and Related Act Provisions
V.Contract Work Hours and Safety Standards Act Provisions
VI.Subletting or Assigning the Contract
VII.Safety: Accident Prevention
VIII.False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water Pollution Control Act
X. Compliance with Governmentwide Suspension and Debarment Requirements
XI.Certification Regarding Use of Contract Funds for Lobbying
ATTACHMENTS
A. Employment and Materials Preference for Appalachian Development Highway System or
Appalachian Local Access Road Contracts (included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each construction contract funded
under Title 23 (excluding emergency contracts solely intended for debris removal). The
contractor (or subcontractor) must insert this form in each subcontract and further require its
inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other
agreements for supplies or services).
The applicable requirements of Form FHWA-1273 are incorporated by reference for work done
under any purchase order, rental agreement or agreement for other services. The prime
contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or
service provider.
Form FHWA-1273 must be included in all Federal-aid design-build contracts, in all subcontracts
and in lower tier subcontracts (excluding subcontracts for design services, purchase orders,
rental agreements and other agreements for supplies or services). The design-builder shall be
responsible for compliance by any subcontractor, lower-tier subcontractor or service provider.
Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal
documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in
all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental
agreements and other agreements for supplies or services related to a construction contract).
2. Subject to the applicability criteria noted in the following sections, these contract provisions
shall apply to all work performed on the contract by the contractor's own organization and with
2
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.
3. A breach of any of the stipulations contained in these Required Contract Provisions may be
sufficient grounds for withholding of progress payments, withholding of final payment,
termination of the contract, suspension / debarment or any other action determined to be
appropriate by the contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract, the contractor shall not use
convict labor for any purpose within the limits of a construction project on a Federal-aid highway
unless it is labor performed by convicts who are on parole, supervised release, or probation.
The term Federal-aid highway does not include roadways functionally classified as local roads
or rural minor collectors.
II. NONDISCRIMINATION
The provisions of this section related to 23 CFR Part 230 are applicable to all Federal-aid
construction contracts and to all related construction subcontracts of $10,000 or more. The
provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or
architectural service contracts.
In addition, the contractor and all subcontractors must comply with the following policies:
Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the
Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as
amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts
200, 230, and 633.
The contractor and all subcontractors must comply with: the requirements of the Equal
Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000,
the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41
CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to determine compliance with
Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29
CFR 1625-1627. The contracting agency and the FHWA have the authority and the
responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of
1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and
related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633.
The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to
conform to the U.S. Department of Labor (US DOL) and FHWA requirements.
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, 29 CFR 1625-1627, 41 CFR 60
and 49 CFR 27) 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 provisions of the
Americans with 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
3
contract, the contractor agrees to comply with the following minimum specific requirement
activities of EEO:
a. The contractor will work with the contracting agency and the Federal Government to ensure
that it has made every good faith effort to provide equal opportunity with respect to all of its
terms and conditions of employment and in their review of activities under the contract.
b. The contractor will accept as its 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 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."
2. EEO Officer: The contractor will designate and make known to the contracting officers an
EEO Officer who will have the responsibility for and must be capable of effectively administering
and promoting an active EEO program and who must be assigned adequate authority and
responsibility to do so.
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 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 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 minorities and women.
d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily
accessible 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 employees the notation: "An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large circulation among minorities and
women in the area from which the project work force would normally be derived.
4
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 minorities and women. To meet this requirement, the contractor will identify sources of
potential minority group employees, and establish with such identified sources procedures
whereby minority and women 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, the contractor is expected to observe the provisions of that agreement to the
extent that the system meets the contractor's compliance with EEO contract provisions. Where
implementation of such an agreement has the effect of discriminating against minorities or
women, or obligates the contractor to do the same, such implementation violates Federal
nondiscrimination provisions.
c. The contractor will encourage its present employees to refer minorities and women as
applicants for employment. Information and procedures with regard to referring such applicants
will be discussed with employees.
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 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.
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
contractor in connection with its 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 other persons. Upon completion of each investigation,
the contractor will inform every complainant of all of their avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and
women who are applicants for employment or current employees. Such efforts should be aimed
at developing full journey level status employees in the type of trade or job classification
involved.
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b. Consistent with the contractor's work force requirements and as permissible under Federal
and State 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. In the event a special provision for training is provided under this contract, this
subparagraph will be superseded as indicated in the special provision. The contracting agency
may reserve training positions for persons who receive welfare assistance in accordance with
23 U.S.C. 140(a).
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 employees
who are minorities and women 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
contractor will use good faith efforts to obtain the cooperation of such unions to increase
opportunities for minorities and women. 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 good faith efforts to develop, in cooperation with the unions, joint
training programs aimed toward qualifying more minorities and women for membership in the
unions and increasing the skills of minorities and women so that they may qualify for higher
paying employment.
b. The contractor will use good faith 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 contracting agency 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 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 minorities and women. The failure of a union to provide sufficient referrals (even
though it is obligated to provide exclusive referrals under the terms of a collective bargaining
agreement) does not relieve the contractor from the requirements of this paragraph. In the
event the union referral practice prevents the contractor from meeting the obligations pursuant
to Executive Order 11246, as amended, and these special provisions, such contractor shall
immediately notify the contracting agency.
8. Reasonable Accommodation for Applicants / Employees with Disabilities: The
contractor must be familiar with the requirements for and comply with the Americans with
Disabilities Act and all rules and regulations established there under. Employers must provide
reasonable accommodation in all employment activities unless to do so would cause an undue
hardship.
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9. 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. The contractor shall take all necessary and reasonable steps to
ensure nondiscrimination in the administration of this contract.
a. The contractor shall notify all potential subcontractors and suppliers and lessors of their
EEO obligations under this contract.
b. The contractor will use good faith efforts to ensure subcontractor compliance with their
EEO obligations.
10.Assurance Required by 49 CFR 26.13(b):
a.The requirements of 49 CFR Part 26 and the State DOT’s U.S. DOT-approved DBE
program are incorporated by reference.
b.The contractor 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 DOT-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 contracting
agency deems appropriate.
11. Records and Reports: The contractor shall keep such records as necessary to document
compliance with the EEO requirements. Such records shall be retained for a period of three
years following the date of the final payment to the contractor for all contract work and shall be
available at reasonable times and places for inspection by authorized representatives of the
contracting agency and the FHWA.
a. The records kept by the contractor shall document the following:
(1) The number and work hours 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; and
(3) The progress and efforts being made in locating, hiring, training, qualifying, and
upgrading minorities and women;
b. The contractors and subcontractors will submit an annual report to the contracting agency
each July for the duration of the project, indicating the number of minority, women, and non-
minority group employees currently engaged in each work classification required by the contract
work. This information is to be reported on Form FHWA-1391. The staffing data should
represent the project work force on board in all or any part of the last payroll period preceding
the end of July. If on-the-job training is being required by special provision, the contractor will
be required to collect and report training data. The employment data should reflect the work
force on board during all or any part of the last payroll period preceding the end of July.
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III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal-aid construction contracts and to all related
construction subcontracts of $10,000 or more.
The contractor must ensure that facilities provided for employees are provided in such a manner
that segregation on the basis of race, color, religion, sex, or national origin cannot result. The
contractor may neither require such segregated use by written or oral policies nor tolerate such
use by employee custom. The contractor's obligation extends further to ensure that its
employees are not assigned to perform their services at any location, under the contractor's
control, where the facilities are segregated. The term "facilities" includes waiting rooms, work
areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms,
and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing provided for employees. The contractor shall provide
separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy
between sexes.
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all
related subcontracts and lower-tier subcontracts (regardless of subcontract size). The
requirements apply to all projects located within the right-of-way of a roadway that is functionally
classified as Federal-aid highway. This excludes roadways functionally classified as local roads
or rural minor collectors, which are exempt. Contracting agencies may elect to apply these
requirements to other projects.
The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5
“Contract provisions and related matters” with minor revisions to conform to the FHWA-1273
format and FHWA program requirements.
1. Minimum wages
a. All laborers and mechanics 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 issued
by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages
and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at
rates not less than those contained in the wage determination of the Secretary of Labor which is
attached hereto and made a part hereof, regardless of any contractual relationship which may
be alleged to exist between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under section
1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to
such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also,
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
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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 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one
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. The wage determination (including
any additional classification and wage rates conformed under paragraph 1.b. of this section) and
the Davis-Bacon poster (WH–1321) 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.
b.(1) The contracting officer shall require that any class of laborers or mechanics, including
helpers, which is not listed in the wage determination and which is to be employed under the
contract shall be classified in conformance with the wage determination. The contracting officer
shall approve an additional classification and wage rate and fringe benefits therefore only when
the following criteria have been met:
(i) The work to be performed by the classification requested is not performed by a
classification in the wage determination; and
(ii) The classification is utilized in the area by the construction industry; and
(iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination.
(2) If the contractor and the laborers and mechanics to be employed in the classification (if
known), 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 Administrator of the Wage and
Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington,
DC 20210. The 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.
(3) In the event the contractor, the laborers or mechanics to be employed in the 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. The Wage and Hour 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 additional time is necessary.
(4) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the
classification under this contract from the first day on which work is performed in the
classification.
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c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor
shall either pay the benefit as stated in the wage determination or shall pay another bona fide
fringe benefit or an hourly cash equivalent thereof.
d. If the contractor does not make payments to a trustee or other third person, the contractor
may consider as 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.
2. Withholding
The contracting agency shall upon its own action or upon written request of an authorized
representative of the Department of Labor, withhold or cause to be withheld from the contractor
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, so 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 contracting agency 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.
3. Payrolls and basic records
a. Payrolls and basic records relating thereto shall be maintained by the contractor during the
course of the work and preserved for a period of three years thereafter for all laborers and
mechanics working at the site of the work. Such records shall contain the name, address, and
social security number of each such worker, his or her correct classification, hourly rates of
wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or
cash equivalents thereof of 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. Whenever
the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) 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 shall
maintain records which show that the commitment to provide such benefits is enforceable, that
the plan or program is financially responsible, and that the plan or program has been
communicated in writing to the laborers or mechanics affected, and records which show the
costs anticipated or the actual cost incurred in providing such benefits. Contractors employing
apprentices or trainees under approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of trainee programs, the registration of
the apprentices and trainees, and the ratios and wage rates prescribed in the applicable
programs.
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b.(1) The contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out
accurately and completely all of the information required to be maintained under 29 CFR
5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included
on weekly transmittals. Instead the payrolls shall only need to include an individually identifying
number for each employee ( e.g. , the last four digits of the employee's social security number).
The required weekly payroll information may be submitted in any form desired. Optional Form
WH–347 is available for this purpose from the Wage and Hour Division Web site at
http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is
responsible for the submission of copies of payrolls by all subcontractors. Contractors and
subcontractors shall maintain the full social security number and current address of each
covered worker, and shall provide them upon request to the contracting agency for transmission
to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for
purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a
violation of this section for a prime contractor to require a subcontractor to provide addresses
and social security numbers to the prime contractor for its own records, without weekly
submission to the contracting agency..
(2) Each payroll submitted shall be accompanied by a “Statement of Compliance,” signed by the
contractor or subcontractor or his or her agent who pays or supervises the payment of the
persons employed under the contract and shall certify the following:
(i) That the payroll for the payroll period contains the information required to be provided
under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being
maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is
correct and complete;
(ii) That each 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 directly or indirectly, and that no deductions have been made
either directly or indirectly from the full wages earned, other than permissible deductions as
set forth in Regulations, 29 CFR part 3;
(iii) That each laborer or mechanic has been paid not less than the applicable wage rates
and fringe benefits or cash equivalents for the classification of work performed, as specified
in the applicable wage determination incorporated into the contract.
(3) 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 3.b.(2) of this section.
(4) The falsification of any of the above certifications may subject the contractor or
subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of
title 31 of the United States Code.
c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this
section available for inspection, copying, or transcription by authorized representatives of the
contracting agency, the State DOT, the FHWA, or the Department of Labor, 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 FHWA may,
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after written notice to the contractor, the contracting agency or the State DOT, take such action
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 or to make such records
available may be grounds for debarment action pursuant to 29 CFR 5.12.
4. Apprentices and trainees
a. Apprentices (programs of the USDOL).
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 registered with the U.S. Department of Labor, Employment and
Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with
a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her
first 90 days of probationary employment as an apprentice in such an apprenticeship program,
who is not individually registered in the program, but who has been certified by the Office of
Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency
(where appropriate) to be eligible for probationary employment as an apprentice.
The allowable ratio of apprentices to journeymen on the job site in any craft classification shall
not be greater than the ratio permitted to the contractor as to the entire work force under the
registered program. Any worker 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 on 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 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's hourly rate) specified in the contractor's or
subcontractor's registered program shall be observed.
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 journeymen hourly rate
specified in 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 determines
that a different practice prevails for the applicable apprentice classification, fringes shall be paid
in accordance with that determination.
In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State
Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship
program, the contractor will no longer be permitted to utilize apprentices at less than the
applicable predetermined rate for the work performed until an acceptable program is approved.
b. Trainees (programs of the USDOL).
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
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individually registered in a program which has received prior approval, evidenced by formal
certification by the U.S. Department of Labor, Employment and Training Administration.
The ratio of trainees to journeymen on the job site shall not be greater than permitted under the
plan approved by the Employment and Training Administration.
Every trainee must be paid at not less than the rate specified in the approved program for the
trainee's level of progress, expressed as a percentage of the journeyman 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 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 wage rate on the wage determination
which provides for less than full fringe benefits for apprentices. 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.
In the event the Employment and Training Administration withdraws approval of a training
program, the contractor 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. Equal employment opportunity. The utilization of apprentices, trainees and journeymen
under this part shall be in conformity with the equal employment opportunity requirements of
Executive Order 11246, as amended, and 29 CFR part 30.
d. 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 IV. The straight time hourly wage rates for apprentices and trainees under such
programs will be established by the particular programs. The ratio of apprentices and trainees to
journeymen shall not be greater than permitted by the terms of the particular program.
5. Compliance with Copeland Act requirements. The contractor shall comply with the
requirements of 29 CFR part 3, which are incorporated by reference in this contract.
6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any
subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier
subcontracts. The prime contractor shall be responsible for the compliance by any
subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5.
7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be
grounds for termination of the contract, and for debarment as a contractor and a subcontractor
as provided in 29 CFR 5.12.
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8. Compliance with Davis-Bacon and Related Act requirements. All rulings and
interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are
herein incorporated by reference in this contract.
9. Disputes concerning labor standards. Disputes arising out of the labor standards
provisions of this contract shall not be subject to the general disputes clause of this contract.
Such disputes shall be resolved in accordance with the procedures of the Department of Labor
set forth in 29 CFR parts 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 U.S.
Department of Labor, or the employees or their representatives.
10. Certification of eligibility.
a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any
person or firm who has an interest in the contractor's firm is a person or firm ineligible to be
awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR
5.12(a)(1).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a
Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C.
1001.
V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The following clauses apply to any Federal-aid construction contract in an amount in excess of
$100,000 and subject to the overtime provisions of the Contract Work Hours and Safety
Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR
5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include
watchmen and guards.
1. Overtime requirements. No contractor or subcontractor contracting for any part of the
contract work which may require or involve the employment of laborers or mechanics shall
require or permit any such laborer or mechanic in any workweek in which he or she is employed
on such work to work in excess of forty hours in such workweek unless such laborer or
mechanic receives compensation at a rate not less than one and one-half times the basic rate of
pay for all hours worked in excess of forty hours in such workweek.
2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of
the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor
responsible therefor shall be liable for the unpaid wages. In addition, such contractor and
subcontractor shall be liable to the 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 or
mechanic, including watchmen and guards, employed in violation of the clause set forth in
paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual
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was required or permitted to work in excess of the standard workweek of forty hours without
payment of the overtime wages required by the clause set forth in paragraph (1.) of this section.
3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting
agency shall upon its own action or upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld, from any moneys 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 (2.) of this section.
4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses
set forth in paragraph (1.) through (4.) of this section and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor
shall be responsible for compliance by any subcontractor or lower tier subcontractor with the
clauses set forth in paragraphs (1.) through (4.) of this section.
VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction contracts on the National Highway
System.
1. The contractor shall perform with its own organization contract work amounting to not less
than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total
original contract price, excluding any specialty items designated by the contracting agency.
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 635.116).
a. The term “perform work with its own organization” refers to workers employed or leased 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 or lower tier
subcontractor, agents of the prime contractor, or any other assignees. The term may include
payments for the costs of hiring leased employees from an employee leasing firm meeting all
relevant Federal and State regulatory requirements. Leased employees may only be included
in this term if the prime contractor meets all of the following conditions:
(1) the prime contractor maintains control over the supervision of the day-to-day activities of
the leased employees;
(2) the prime contractor remains responsible for the quality of the work of the leased
employees;
(3) the prime contractor retains all power to accept or exclude individual employees from
work on the project; and
15
(4) the prime contractor remains ultimately responsible for the payment of predetermined
minimum wages, the submission of payrolls, statements of compliance and all other Federal
regulatory requirements.
b. "Specialty Items" shall be construed to be limited to work that requires highly specialized
knowledge, abilities, or equipment not ordinarily available in the type of contracting
organizations qualified and expected to bid or propose on the contract as a whole and in
general are to be limited to minor components of the overall contract.
2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI 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 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 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 contracting agency has assured that
each subcontract is evidenced in writing and that it contains all pertinent provisions and
requirements of the prime contract.
5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build
contracts; however, contracting agencies may establish their own self-performance
requirements.
VII.SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts.
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 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. 3704).
16
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 duties of the Secretary under Section 107 of the Contract Work
Hours and Safety Standards Act (40 U.S.C.3704).
VIII.FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts.
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, Form FHWA-1022 shall be posted on each
Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to
all persons concerned with the project:
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 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
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 under this title or imprisoned not more than 5 years or both."
IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION
CONTROL ACT
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts.
17
By submission of this bid/proposal or the execution of this contract, or subcontract, as
appropriate, the bidder, proposer, Federal-aid construction contractor, or subcontractor, as
appropriate, will be deemed to have stipulated as follows:
1. That any person who is or will be utilized in the performance of this contract is not prohibited
from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306
of the Clean Air Act.
2. That the contractor agrees to include or cause to be included the requirements of paragraph
(1) of this Section X in every subcontract, and further agrees to take such action as the
contracting agency may direct as a means of enforcing such requirements.
X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND
VOLUNTARY EXCLUSION
This provision is applicable to all Federal-aid construction contracts, design-build contracts,
subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts
or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000
or more – as defined in 2 CFR Parts 180 and 1200.
1. Instructions for Certification – First Tier Participants:
a. By signing and submitting this proposal, the prospective first tier 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 first tier 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 first tier 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 the contracting agency determined to enter into this transaction. If it is later
determined that the prospective participant knowingly rendered an erroneous certification, in
addition to other remedies available to the Federal Government, the contracting agency may
terminate this transaction for cause of default.
d. The prospective first tier participant shall provide immediate written notice to the
contracting agency to whom this proposal is submitted if any time the prospective first tier
participant learns that its certification was erroneous when submitted or has become erroneous
by reason of changed circumstances.
e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant,"
"person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR
Parts 180 and 1200. “First Tier Covered Transactions” refers to any covered transaction
between a grantee or subgrantee of Federal funds and a participant (such as the prime or
18
general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a
First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the
participant who has entered into a covered transaction with a grantee or subgrantee of Federal
funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant
who has entered into a covered transaction with a First Tier Participant or other Lower Tier
Participants (such as subcontractors and suppliers).
f. The prospective first 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 entering into this transaction.
g. The prospective first tier 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 Transactions," provided by the department or
contracting agency, entering into this covered transaction, without modification, in all lower tier
covered transactions and in all solicitations for lower tier covered transactions exceeding the
$25,000 threshold.
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 is responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of
its principals, as well as the eligibility of any lower tier prospective participants, each participant
may, but is not required to, check the Excluded Parties List System website
(https://www.epls.gov/), which is compiled by the General Services Administration.
i. Nothing contained in the foregoing shall be construed to require the establishment of a
system of records in order to render in good faith the certification required by this clause. The
knowledge and information of the prospective participant is not required to exceed that which is
normally possessed by a prudent person in the ordinary course of business dealings.
j. 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, 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.
* * * * *
2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion
– First Tier Participants:
a. The prospective first tier participant certifies to the best of its knowledge and belief, that it
and its principals:
(1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or
voluntarily excluded from participating in covered transactions by any Federal department or
agency;
19
(2) Have not within a three-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;
(3) 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
(a)(2) of this certification; and
(4) Have not within a three-year period preceding this application/proposal had one or more
public transactions (Federal, State or local) terminated for cause or default.
b. Where the prospective participant is unable to certify to any of the statements in this
certification, such prospective participant shall attach an explanation to this proposal.
2.Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior
FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200)
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 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 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 erroneous by reason of changed circumstances.
d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant,"
"person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR
Parts 180 and 1200. You may contact the person to which this proposal is submitted for
assistance in obtaining a copy of those regulations. “First Tier Covered Transactions” refers to
any covered transaction between a grantee or subgrantee of Federal funds and a participant
(such as the prime or general contract). “Lower Tier Covered Transactions” refers to any
covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier
Participant” refers to the participant who has entered into a covered transaction with a grantee
or subgrantee of Federal funds (such as the prime or general contractor). “Lower Tier
Participant” refers any participant who has entered into a covered transaction with a First Tier
Participant or other Lower Tier Participants (such as subcontractors and suppliers).
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
20
voluntarily excluded from participation in this covered transaction, unless authorized by the
department or agency with which this transaction 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-Lower Tier Covered Transaction," without modification, in all lower tier
covered transactions and in all solicitations for lower tier covered transactions exceeding the
$25,000 threshold.
g. 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 is responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of
its principals, as well as the eligibility of any lower tier prospective participants, each participant
may, but is not required to, check the Excluded Parties List System website
(https://www.epls.gov/), which is compiled by the General Services Administration.
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 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, 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.
* * * * *
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--
Lower Tier Participants:
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 participating in covered transactions 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.
* * * * *
21
XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING
This provision is 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 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 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 its bid or proposal that the participant
shall require that the language of this certification be included in all lower tier subcontracts,
which exceed $100,000 and that all such recipients shall certify and disclose accordingly.
22
ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN
DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD
CONTRACTS
This provision is applicable to all Federal-aid projects funded under the Appalachian Regional
Development Act of 1965.
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 subregion, 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 (1c) 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 the
participant estimates such employees will be required, and (d) any other pertinent information
required by the State Employment Service to complete the job order form. The job order may
be placed with the State Employment Service in writing or by telephone. If during the course of
the contract work, the information submitted by the contractor in the original job order is
substantially modified, the participant 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 one 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 (1c)
above.
5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual
preference for the use of mineral resource materials native to the Appalachian region.
6. 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.
Amendment to Form FHWA 1273
Revised January 25, 2016
AMENDMENT
REQUIRED CONTRACT PROVISIONS
(Exclusive of Appalachian Contracts)
FEDERAL-AID CONSTRUCTION CONTRACTS
The Federal–Aid provisions are supplemented with the following:
XII.Cargo Preference Act
1.U.S. Department of Transportation Federal Highway Administration memorandum dated
December 11, 2015 requires that all federal-aid highway programs awarded after February
15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7
(a)-(b).
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
VI.KING COUNTY HOUSING AND COMMUNITY DEVELOPMENT
SUPPLEMENTAL CONSTRUCTION CONTRACT CONDITIONS
Supplementary King County Contract Conditions (06/2014)
FEDERAL CONTRACT REQUIREMENTS
U.S. DEPARTMENT OF HOUSING
And
URBAN DEVELOPMENT
King County
Housing and Community Development
Supplemental Construction Contract Conditions
Supplementary King County Contract Conditions (06/2014)
SUPERSEDING
If there are conflicts between this exhibit and other sections of this bid document/agreement and
amendments these Supplementary Conditions shall supersede such sections unless otherwise agreed
upon in writing by both parties.
Supplementary King County Contract Conditions (06/2014)
1.PRECONSTRUCTION CONFERENCE
Either before or soon after the actual award of the Contract (but in any event prior to the
start to Work at site), the Prime Contractor’s bookkeeper/accountant/individual in
charge of payroll shall attend a Preconstruction Conference with representatives of the
Owner, and the King County Community Development Block Grant Program. The
Conference will be held to establish procedures for discussion of Federal and State
Prevailing Wage requirements for the project. The date, time, and place of the
Conference will be furnished to the Contractor by the Owner or the Architect/Engineer.
The Contractor will notify his subcontractors of the Conference and encourage their
attendance. Other items of note, not discussed at the technical preconstruction
conference, may be discussed at the labor/administrative conference.
2.SUBMISSION OF COMPLIANCE DOCUMENTS
A.In order to document his compliance with the King County Community
Development Block Grant Program requirements and Federal regulations, the
successful Bidder will be required to submit and to require his subcontractors to
submit various forms and reports required by the Contract Documents,
including but not limited to:
1.HCD Labor Form 3 Contract/Sub-Contract Activity Form;
2.HCD Labor Form 4 Prime Contractor Cert. of Business Status;
3.HCD Labor Form 5 Sub-Contract Agreement for any sub-contracts;
4.HCD Labor Form 6 Sub-Tier Sub-Contract Agreement for any sub-tier
sub-contracts;
5.HCD Labor Form 7 Authorization to Sign Payroll
6.HCD Labor Form 8 Fringe Benefit Form attached to submitted weekly
payrolls (Optional)
7.HCD Labor Form 9 Dept. of Labor Weekly Payroll Form WH347
8. HCD Labor Form 9A Employee Roster Form (Optional)
9.HCD Labor Form 10 No Work Performed in lieu of Dept of Labor Payroll
Form if no work is performed
10.HCD Labor Form 13 Labor Compliance Closeout List
11. HCD Section 3 Form 1 HUD Section 3 re New Hires on contracts over
$100,000
12.HCD – Labor 4.16 Info Form #4 – Unanticipated Discovery Plan (UDP)
B.Contractors and subcontractors will be required to allow interviews with
employees on the job during working hours.
3.ACCESS TO RECORDS
The Secretary of HUD, the King County Community Development Block Grant
Program, the Comptroller General of the United States, the Owner and any of their duly
authorized representatives shall have access to all books, accounts, records, reports, files,
and other papers or property of the Contractor and his Subcontractors pertaining to
Supplementary King County Contract Conditions (06/2014)
work performed under this Contractor and his Subcontractors pertaining to work
performed under this Contract for the purpose of making surveys, audits, examinations,
excerpts, and transcripts. The Contractor shall retain records pertinent to this Contract
for a period of six years from the date of termination or completion of this contract.
4.ELIGIBLE SUBCONTRACTORS
The Contractor shall not propose or contract with any person or entity included in the
United States Department of Housing and Urban Development Consolidated List of
Debarred, Suspended, and Ineligible Contractors and Grantees, or legally prohibited
from conducting business in Washington State.
5.INTEREST OF CERTAIN FEDERAL OFFICIALS
No member of or delegate to the Congress of the United States and no Resident
Commissioners shall be admitted to any share or part of this Agreement or to any
benefit that may arise hereunder.
6.INTEREST OF OWNER'S EMPLOYEES OR OTHER PUBLIC OFFICIALS
No member officer, or employee of King County, or its designees or agents, no member
of the governing body of the city in which the Project is located, and no other public
official of the city in which the Project is located who exercises any functions or
responsibilities with respect to the King County Community Development Block Grant
Program during his or her tenure or for one year thereafter, shall have any interest,
direct or indirect, in this Agreement or any subcontract, or the proceeds thereof. The
Contractor shall incorporate, or cause to be incorporated, in all subcontracts a provision
prohibiting such interest.
7.CERTIFICATION REGARDING LOBBYING
By signing this contract the undersigned certifies, 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 agency, a Member of Congress, an officer or employee
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 agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in connection with this
Supplementary King County Contract Conditions (06/2014)
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.
C.The undersigned shall require that the language of this certification be included
in the award documents for all subawards at all tiers (including subcontracts,
subgrants, and contracts under grants. loans and cooperative agreements) and
that all subrecipients shall certify and disclose accordingly.
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 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 such failure.
8.NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL
EMPLOYMENT OPPORTUNITY (Executive Order 11246)
A.The offeror's or Bidder's attention is called to the "Equal Opportunity Clause"
and the "Standard Federal Equal Employment Opportunity Construction
Contract Specifications" set forth herein.
B.The Contractor shall provide written notification to the Director of the Office of
Federal Contract Compliance Programs within 10 working days of award of any
construction subcontract in excess of $10,000 at any tier for construction work
under the contract resulting from this solicitation. The notification shall list the
name, address and telephone number of the subcontractor; employer identifica-
tion number; 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.
C.As used in this Notice, and in the contract resulting from this solicitation, the
covered area is King County, Washington.
9.U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT STANDARD
FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT
SPECIFICATIONS (Executive Order 11246)
A.As used in these specifications:
1."Covered area means the geographical area described in the solicitation from
which this contract resulted;
2."Director means Director, Office of Federal Contract Compliance Programs,
United States Department of Labor, or any person to whom tile Director
delegates authority;
Supplementary King County Contract Conditions (06/2014)
3."Minority" includes:
a. Black (all persons having origins in any of the Black African racial
groups not of Hispanic origin);
b.Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or
South American or other Spanish Culture or origin, regardless of race);
c.Asian and Pacific Islander (all persons having origins in any of the
original peoples of the Far East, Southeast Asia, the Indian
Subcontinent, or the Pacific Islands); and
d.American Indian or Alaskan Native (all persons having origins in any
of the original peoples of North American and maintaining identifiable
tribal affiliations through membership and participation or community
identification).
B. Whenever the Contractor, or any Subcontractor at any tier, Subcontracts a portion
of the work involving any construction trade, it shall physically include in each
subcontract the 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 which this contract resulted.
C. If the Contractor is participating (pursuant to 41 CFR 60-4.5) 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 Plan
area (including goals and timetables) shall be in accordance with the 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's or Subcontractor's failure to take good faith efforts to achieve the Plan
goals and timetables.
D. The Contractor shall implement the specific affirmative action standards provided
in paragraphs 7a through p of these specifications. 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. The Contractor is expected to make
substantially uniform progress toward its goals in each craft during the period
specified.
Supplementary King County Contract Conditions (06/2014)
E. 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.
F.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.
G. 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
actions. The Contractor shall document these efforts fully, and shall implement
affirmative action steps at least as extensive as the following:
1. 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
Contractor shall 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.
2. 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.
3. 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, 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.
4.Provide immediate written notification to the Director when the union or
union with which the Contractor has a collective bargaining agreement has
not referred to the Contractor a minority person or woman sent by the
Supplementary King County Contract Conditions (06/2014)
Contractor, or when the Contractor has other information that the union
referral process has impeded the Contractor's efforts to meet its obligations.
5.Develop on-the-job training opportunities 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 Department of Labor. The Contractor shall
provide notice of these programs to the sources compiled under 7b above.
6.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.
7. 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 with onsite
supervisory personnel such as Superintendents, General Foremen, etc., prior
to the initiation of construction work at any job site. A written record shall
be made and maintained identifying the time and place of these meetings,
persons attending, subject matter discussed, and disposition of the subject
matter.
8.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.
9. 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 organization such as the above, describing the
openings, screening procedures, and tests to be used in the selection process.
10.Encourage present minority and female employees to recruit other minority
persons and women and, where reasonable, provide after school, summer
Supplementary King County Contract Conditions (06/2014)
and vacation employment to minority and female youth both on the site and
in other areas of a Contractor's work force.
11. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60-3.
12. Conduct, at least annually, an inventory and evaluation at least 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.
13. 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.
14. Ensure that all facilities and company activities are nonsegregated except
that separate or single-user toilet and necessary changing shall be provided
to assure privacy between the sexes. 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.
15.Document and maintain a record of all solicitations of offers for
subcontractors from minority construction contractors and suppliers,
including circulation of solicitations to minority and female contractor
associations and other business associations.
16. Conduct a review, at least annually, of all supervisors’ adherence to and
performance under the Contractor's EEO policies and affirmative action
obligations.
H. Contractors are encouraged to participate in voluntary associations which assist in
fulfilling one or more of their affirmative action obligations (7a through p). The
efforts of a contractor association, joint contractor-union, contractor-community, or
other similar group of which the contractor is a member and participant, may be
asserted as fulfilling any one or more of its obligations under 7a through p of these
Specifications 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, ensures that the concrete
benefits of the program are reflected to the Contractor's minority and female
workforce participation, makes a good faith effort to meet its individual goals and
timetables, and can provide access to documentation which demonstrates 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.
Supplementary King County Contract Conditions (06/2014)
I. A single goal for minorities and a separate single goal for women have been
established. The Contractor, however, is required to provide equal employment
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 a 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 under
utilized).
J. 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.
K.The Contractor shall not enter into any Subcontract with any person or firm
debarred from Government contracts pursuant to Executive Order 11246.
L. The Contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspension,
termination and cancellation of existing subcontracts as may be imposed or
ordered pursuant to Executive Order 11246, as amended, and 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.
M. 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 these specifications, 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.
N. The Contractor shall designate a responsible official to monitor all employment
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
the 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, contractors shall not be required to maintain separate
records.
Supplementary King County Contract Conditions (06/2014)
O.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).
10.COMPLIANCE WITH EQUAL OPPORTUNITY PROVISIONS FOR
CONSTRUCTION PROJECTS
During the performance of this contract, the contractor agrees as follows:
A. The contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex or national origin. The contractor
will take affirmative action to ensure that applicants are employed, and that
employees are treated during employment without regard to their race, color,
religion, sex, or national origin. Such action shall include, but not be limited to the
following: 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. The contractor
agrees to post in conspicuous places, available to employees and applicants for
employment, notices to be provided by the contracting officer setting forth the
provisions of this nondiscrimination clause.
B. The contractor will, in all solicitations or advertisements for employees placed by
or on behalf of the contractor, state that all qualified applicants will receive
consideration for employment without regard to race, color, religion, sex, or
national origin.
C. The contractor will send to each labor union or representative of workers with
which he has a collective bargaining agreement or other contract or under-
standing, a notice to be provided by the agency contracting officer, advising the
labor union or workers representative of the contractor's commitments under
section 202 of Executive Order No. 11246 of September 24, 1965, and shall post
copies of the notice in conspicuous places available to employees and applicants
for employment.
D. The contractor will comply with all provisions of Executive Order No. 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the
Secretary of Labor.
E.The contractor will furnish all information and reports required by Executive
Order No. 11246 of September 24, 1965, and by rules, regulations, and orders of
the Secretary of Labor, or pursuant thereto, and will permit access to his books,
records, and accounts by the administering agency and the Secretary of Labor for
purposes of investigation to ascertain compliance with such rules, regulations, and
orders.
Supplementary King County Contract Conditions (06/2014)
F. In the event of the contractor's noncompliance with the non-discrimination clauses
of this contract or with any of such rules, regulations, or orders, this contract may
be canceled, terminated, or suspended in whole or in part and the contractor may
be declared ineligible for further Government contracts in accordance with
procedures authorized in Executive Order No. 11246 of September 24, 1965, or by
rule, regulation, or order of the Secretary of Labor, or as otherwise provided by
law.
G.The contractor will include the provisions of paragraphs (1) through (7) in every
subcontract or purchase order unless exempted by rules, regulations, or orders of
the Secretary of Labor issued pursuant to section 204 of Executive Order No. 11246
of September 24, 1965, so that such provisions will be binding upon each
subcontractor or vendor. The contractor will take such action with respect to any
subcontract or purchase order as the contracting agency may direct as a means of
enforcing such provisions including sanctions for noncompliance: Provided,
however, that in the event the contractor becomes involved in, or threatened with,
litigation with a subcontractor or vendor as a result of such direction by the
contracting agency, the contractor may request the United States to enter into such
litigation to protect the interests of the United States.
11.SECTION 3
A.The work to be performed under this contract may be subject to the requirements
of section 3 of the Housing and Urban Development Act of 1968, as amended, 12
U.S.C. 1701u (section 3). The purpose of Section 3 is to ensure that employment
and other economic opportunities generated by HUD assistance or HUD-assisted
projects covered by section 3, shall, to the greatest extent feasible, be directed to
low and very low income persons, particularly persons who are recipients of HUD
assistance for housing.
B. The parties to this contract agree to comply with HUD's regulations in 24 CFR part
135, which implement section 3. As evidenced by their execution of this contract,
the parties to this contract certify that they are under no contractual or other
impediment that would prevent them from complying with the part 135
regulations.
C. The Contractor agrees to send to each labor organization or representative of
workers with which the contractor has a collective bargaining agreement or other
understanding, if any, a notice advising the labor organization or workers'
representative of the contractor's commitments under this Section 3 clause, and
will post copies of the notice in conspicuous places at the work site where both
employees and applicants for training and employment positions can see the
notice. The notice shall describe the section 3 preference, shall set forth minimum
number of job titles subject to hire, availability of apprenticeship and training
positions, the qualifications for each; and the name and location of the person(s)
taking applications for each of the positions; and the anticipated date the work
shall begin.
Supplementary King County Contract Conditions (06/2014)
D. The contractor agrees to include this section 3 clause in every subcontract subject
to compliance with regulations in 24 CFR part 135, and agrees to take appropriate
action, as provided in an applicable provision of the subcontract or in this section 3
clause, upon a finding that the subcontractor is in violation of the regulations in 24
CFR part 135. The contractor will not subcontract with any subcontractor where
the contractor has notice or knowledge that the subcontractor has been found in
violation of the regulations in 24 CFR part 135.
E. The contractor will certify that any vacant employment positions, including
training positions, that are filled (1) after the contractor is selected but before the
contract is executed, and (2) with persons other than those to whom the
regulations of 24 CFR part 135 require employment opportunities to be directed,
were not filled to circumvent the contractor's obligations under 24 CFR part 135.
F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in
sanctions, termination of this contract for default, and debarment or suspension
from future HUD assisted contracts.
12.CERTIFICATION OF NONSEGREGATED FACILITIES
By signing the Bid Proposal, the Bidder certifies that he does not maintain or provide for
his employees any segregated facilities at any of his establishments, and that he does not
permit his employees to perform their services at any location, under his control, where
segregated facilities are maintained. The Bidder certifies further that he will not
maintain or provide for his employees any segregated facilities at any of his
establishments, and that he will not permit his employees to perform their services at
any location under his control where segregated facilities are maintained. The Bidder
agrees that a breach of this certification will be a violation of the Equal Opportunity
clause in any contract resulting from acceptance of this Bid. 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 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, or national origin, because of habit, local custom, or otherwise. The Bidder
agrees that (except where he has obtained identical certification from proposed
sub-contractors for specific time periods) he will obtain identical certifications from
proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are
not exempt from the provisions of the Equal Opportunity clause, and that he will retain
such certifications in his files.
*Note: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001.
Supplementary King County Contract Conditions (06/2014)
13.FEDERAL LABOR STANDARDS PROVISIONS
A.Applicability
The Project or Program to which the construction work covered by this contract
pertains is being assisted by the United States of America and the following
Federal Labor Standards Provisions are included in this Contract pursuant to the
provisions applicable to such Federal assistance.
B.Minimum Wages
1.All laborers and mechanics employed or working upon the site of the work
(or under the United States Housing Act of 1937 or under the Housing Act of
1949 in the construction or development of the project), 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 issued by the Secretary of Labor
under the Copeland Act (29 CFR Part 3), the full amount of wages and bona
fide fringe benefits (or cost equivalents thereof) due at time of payment
computed at rates not less than those contained in the wage determination of
the Secretary of Labor which is attached hereto and made a part hereof,
regardless of any contractual relationship which may be alleged to exist
between the contractor and such laborers and mechanics. Contributions
made or costs reasonably anticipated for bona fide fringe benefits under
Section l(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are
considered wages paid to such laborers or mechanics, subject to the
provisions of 29 CFR 5.5(a)(l)(iv); also, 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 29 CFR
Part 5.5(a)(4). Laborers or mechanics performing work in more than one
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, The wage determination (including any additional
classification and wage rates conformed under 29 CFR Part 5.5(a)(l)(ii) and
the Davis-Bacon poster (WH-1321) 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.
Supplementary King County Contract Conditions (06/2014)
2.Any class of laborers or mechanics which is not listed in the wage
determination and which is to be employed under the contract shall be
classified in conformance with the wage determination. HUD shall approve
an additional classification and wage rate and fringe benefits therefore only
when the following criteria have been met:
a. The work to be performed by the classification requested is not
performed by a classification in the wage determination; and
b.The classification is utilized in the area by the construction industry;
and
c.The proposed wage rate, including any bona fide fringe benefits, bears
a reasonable relationship to the wage rates contained in the wage
determination.
3. If the contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and HUD or its designee
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 HUD or its designee to the Administrator of the Wage and Hour
Division, Employment Standards Administration, U.S. Department of Labor,
Washington, D.C. 20210. The Administrator, or an authorized
representative, will approve, modify, or disapprove every additional
classification action within 30 days of receipt and so advise HUD or its
designee or will notify HUD or its designee within the 30-day period that
additional time is necessary. (Approved by the Office of Management and
Budget under OMB control number 1215-0140.)
4.In the event the contractor, the laborers or mechanics to be employed in the
classification or their representatives, and HUD or its designee do not agree
on the proposed classification and wage rate (including the amount
designated for fringe benefits, where appropriate), HUD or its designee shall
refer the questions, including the views of all interested parties and the
recommendation of HUD or its designee, to the Administrator for
determination. The Administrator, or an authorized representative, will
issue a determination within 30 days of receipt and so advise) HUD or its
designee or will notify HUD or its designee within the 30-day period that
additional time is necessary. (Approved by the Office of Management and
Budget under OMB Control Number 1215-0140.)
5.The wage rate (including fringe benefits where appropriate) determined
pursuant to subparagraphs (2)(B) or (C) of this paragraph, shall be paid to all
workers performing work in the classification under this contract from the
first day on which work is performed in the classification.
Supplementary King County Contract Conditions (06/2014)
(i)Whenever the minimum wage rate prescribed in the contract for a class of
laborers or mechanics includes a fringe benefit which is not expressed as an
hourly rate, the contractor Shall either pay the benefit as stated in the wage
determination or shall pay another bona fide fringe benefit or an hourly cash
equivalent thereof.
(ii)If the contractor does not make payments to a trustee or other third
person, the contractor may consider as 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. (Approved by the
Office of Management and Budget under OMB Control Number 1215-0140.)
C.Withholding
HUD or its designee shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or cause to be
withheld from the contractor 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 so much of the accrued payments or advances as may be considered
necessary to 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 (or under the United States Housing Act of 1937 or under the Housing
Act of 1949 in the construction or development of the project), all or part of the
wages requited by the contract, HUD or its designee may, after written notice to
the contractor, sponsor, applicant, or owner, 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. HUD or its designee may, after written notice to
the contractor, disburse such amounts withheld for and on account of the
contractor or subcontractor to the respective employees to whom they are due.
The Comptroller General shall make such disbursements in the case of direct
Davis-Bacon Act contracts.
D.Payrolls and Basic Records
1. Payrolls and basic records relating thereto shall be maintained by the
contractor during the course of the work preserved for a period of three
years thereafter for all laborers and mechanics working at the site of the
work (or under the United States Housing Act of 1937, or under the Housing
Act of 1949, in the construction or development of the project). Such records
shall contain the name, address, and social security number of each such
Supplementary King County Contract Conditions (06/2014)
worker, 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 of 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. Whenever the Secretary of Labor
has found under 29 CFR 5.5 (a)(l)(iv) that the wages of any laborer or
mechanic include the amount of any costs reasonably anticipated in
providing benefits under a plan or described in Section l(b)(2)(B) of the
Davis-Bacon Act, the contractor shall maintain records which show that the
commitment to provide such benefits is enforceable, that the plan or
program is financially responsible, and that the plan or program has been
communicated in writing to the laborers or mechanics affected, and records
which show the cost anticipated or the actual cost incurred in providing
such benefits. Contractors employing apprentices or trainees under
approved programs shall maintain written evidence of the registration of
apprenticeship programs and certification of trainee programs, the
registration of the apprentices and trainees, and the ratios and wage rates
prescribed in the applicable programs.
a.The contractor shall submit weekly for each week in which any
contract work is performed a copy of all payrolls to King County. The
payrolls submitted shall set out accurately and completely all of the
information required to be maintained under 29 CFR 5.5(a)(3)(i),
except that full social security numbers and home addresses shall not
be included on weekly transmittals. Instead the payrolls shall only
need to include an individually identifying number for each employee
(e.g., the last four digits of the employee's social security number). The
required weekly payroll information may be submitted in any form
desired. Optional Form WH-347 is available for this purpose from the
Wage and Hour Division Web site at
http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site.
The prime contractor is responsible for the submission of copies of
payrolls by all subcontractors. Contractors and subcontractors shall
maintain the full social security number and current address of each
covered worker, and shall provide them upon request to King County
for purposes of an investigation or audit of compliance with prevailing
wage requirements. It is not a violation of this section for a prime
contractor to require a subcontractor to provide addresses and social
security numbers to the prime contractor for its own records, without
weekly submission to the sponsoring government agency (or the
applicant, sponsor, or owner).
2.Each payroll submitted shall be accompanied by a Statement of Compliance,
signed by the contractor or subcontractor or his or her agent who pays or
supervises the payment of the persons employed under the contract and
shall certify the following:
Supplementary King County Contract Conditions (06/2014)
a. That the payroll for the payroll period contains the information
required to be maintained under 29 CFR Part 5.5 (a)(3)(I) and that such
information is correct and complete;
b.That each 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 directly or
indirectly, and that no deductions have been made either directly or
indirectly from the full wages earned, other than permissible
deductions as set forth in 29 CFR Part 3;
c.That each laborer or mechanic has been paid not less than the
applicable wage rates and fringe benefits or cash equivalents for the
classification of work performed, as specified in the applicable wage
determination incorporated into the contract.
3.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 A.3.(ii)(b)
of this section.
4. The falsification of any of the above certifications may subject the contractor
or subcontractor to civil or criminal prosecution under Section 1001 of Title
18 and Section 231 of Title 31 of the United States Code.
5. The contractor or subcontractor shall make the records required under
paragraph A.3(I) of this section available for inspection, copying, or
transcription by authorized representatives of HUD or its designee or the
Department of Labor, 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,
HUD or its designee may, after written notice to the contractor, sponsor,
applicant, or owner, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds. Further-
more, failure to submit the required records upon request or to make such
records available may be grounds for debarment action pursuant to 29 CFR
Part 5.12.
E.Apprentices and Trainees
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 registered with the U.S.
Department of Labor, 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 or her first 90 days of probationary
employment as an apprentice in such an apprenticeship program, who is not
Supplementary King County Contract Conditions (06/2014)
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. The
allowable ratio of apprentices to journeymen on the job site in any craft classifica-
tion shall not be greater than the ratio permitted to the contractor as to the entire
work force under the registered program. Any worker 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 on 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 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's hourly rate) specified in the contractor's or subcontractor's registered
program shall be observed. 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 journeymen hourly rate specified in 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 determines that a different practice prevails for the applicable
apprentice classification, fringes shall be paid in accordance with that
determination. 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 will no longer be permitted to utilize
apprentices at less than the applicable predetermined rate for the work performed
until an acceptable program is approved.
F.Trainees
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 U.S. Department of Labor,
Employment and Training Administration. The ratio of trainees to journeymen on
the job site shall not be greater than permitted under the plan approved by the
Employment and Training Administration. Every trainee must be paid at not less
than the rate specified in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman 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 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 wage rate on the wage determination which
Supplementary King County Contract Conditions (06/2014)
provides for less than full fringe benefits for apprentices. 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 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.
In the event the Employment and Training Administration withdraws approval of
a training program, the contractor 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.
G.Equal Employment Opportunity
The utilization of apprentices, trainees and journeymen under this part shall be in
conformity with the equal employment opportunity requirements of Executive
Order 11246, as amended, and 29 CFR Part 30.
H.Compliance with Copeland Act Requirements
The contractor shall comply with the requirements of 29 CFR Part 3 which are
incorporated by reference in this contract.
I. Subcontractors
The contractor or subcontractor will insert in any subcontracts the clauses
contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as HUD or its
designee may by appropriate instructions require, and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime
contractor shall be responsible for the compliance by any subcontractor or lower
tier subcontractor with all the contract clauses in 29 CFR Part 5.5.
J. Contract termination; debarment
A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of
the contract, and for debarment as a contractor and a subcontractor as provided in
29 CFR 5.12.
K.Compliance with Davis-Bacon and Related Act Requirements
All rulings and interpretations of the Davis-Bacon and Related Acts contained in
29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract.
L. Disputes concerning labor standards.
Disputes arising out of the labor standards provisions of this contract shall not be
subject to the general disputes clause of this contract. Such disputes shall be
Supplementary King County Contract Conditions (06/2014)
resolved in accordance with the procedures of the Department of Labor set forth in
29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include
disputes between the contractor (or any of its subcontractors) and HUD or its
designee, the U.S. Department of Labor, or the employees or their representatives.
M.Certification of Eligibility
1. By entering into this contract, the contractor certifies that neither it (nor he or
she) nor any person or firm who has an interest in the contractor's firm is a
person or firm ineligible to be awarded Government contracts by virtue of
Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded
HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.
2. No part of this contract shall be subcontracted to any person or firm
ineligible for award of a Government contract by virtue of Section 3(a) of the
Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or
participate in HUD programs pursuant to 24 CFR Part 24.
3.The penalty for making false statements is prescribed in the U.S. Criminal
Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1010, Title
18, U.S.C., Federal Housing Administration transactions “, provides in part:
“Whoever, for the purpose of influencing in any way the action of such
Administration makes, utters or publishes any" statement, knowing the
same to be false, shall be fined not more than $5,000 or imprisoned not more
than two years, or both."
N.Complaints, Proceedings, or Testimony by Employees
No laborer or mechanic to whom the wage, salary, or other labor standards
provisions of this Contract are applicable shall be discharged or in any other
manner discriminated against by the Contractor or any subcontractor because
such employee has filed any complaint or instituted or caused to be instituted any
proceeding or has testified, or is about to testify in any proceeding under or
relating to the labor standards applicable under this Contract to his employer.
O. Contract Work Hours and Safety Standards Act
As used in this paragraph, the terms laborers and mechanics include watchmen
and guards.
1.Overtime requirements
No contractor or subcontractor contracting for any part of the contract work
which may require or involve the employment of laborers or mechanics shall
require or permit any such laborer or mechanic in any workweek in which
he or she is employed on such work to work in excess of forty hours in such
workweek unless such laborer or mechanic receives compensation at a rate
Supplementary King County Contract Conditions (06/2014)
not less than one and one-half times the basic rate of pay for all hours
worked in excess of forty hours in such workweek in any contract in an
amount in excess of $100,000.
2. Violation; liability for unpaid wages; liquidated damages
In the event of any violation of the clause set forth in subparagraph (1) of
this paragraph, the contractor and any subcontractor responsible therefor
shall be liable for the unpaid wages.
In addition, such contractor and subcontractor shall be liable to the 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 or mechanic, including watchmen and guards, employed in violation
of the clause set forth in subparagraph (1) of this paragraph, in the sum of
$10 for each calendar day which such individual was required or permitted
to work in excess of the standard workweek of forty hours without payment
of the overtime wages required by the clause set forth in subparagraph (1) of
this paragraph.
3.Withholding for unpaid wages and liquidated damages
HUD or its designee shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or cause to
be withheld, from any moneys payable on account of work performed by the
contractor or subcontractor under any such contract or any other Federal
contract with the same prime contract, or any other Federally-assisted
contract with the same prime contract, 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 subparagraph (2) of this paragraph.
4. Subcontracts
The contractor or subcontractor shall insert in any subcontracts the clauses
set forth in subparagraph (1) through (4) of this paragraph and also a clause
requiring the subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible for compliance by
any subcontractor or lower tier subcontractor with the clauses set forth in
subparagraphs (1) through (4) of this paragraph.
5.Health and Safety
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1.No laborer or mechanic shall be required to work in surroundings or
under working conditions which are unsanitary, hazardous, or
dangerous to his health and safety as determined under construction
safety and health standards promulgated by the Secretary of Labor by
regulation.
2. The Contractor shall comply with all regulations issued by the
Secretary of Labor pursuant to Title 29 Part 1926 (formerly part 1518)
and failure to comply may result in imposition of sanctions pursuant
to the Contract Work Hours and Safety Standards Act (Public Law
91-54, 83 Stat. 96).
3. The Contractor shall include the provisions of this Article in every
subcontract so that such provisions will be binding on each sub-
contractor. The Contractor shall take such action with respect to any
subcontract as the Secretary of Housing and Urban Development or
the Secretary of Labor shall direct as a means of enforcing such
provisions.
14.CLEAN AIR AND WATER POLLUTION CONTROL ACTS
The contractor shall comply with all applicable standards, orders, or requirements
issued under the Federal Water Pollution Control Act (33 USC 1251 et seq.) the Clean
Air Act (42 USC 1857 et seq.), Executive Order 11738, and Environmental Protection
Agency regulations (40 CFR Parts 15 and 61) including the following requirements:
A.The Contractor warrants that any facility utilized in the performance of this
agreement is not listed on the EPA List of Violating Facilities pursuant to 40 CFR
15.20 as of the date of contract award.
B.The Contractor will comply with all the requirements of Section 114 of the Clean
Air Act and Section 308 of the Federal Water Pollution Control Act relating to
inspection, monitoring, entry, reports, and information, as well as all other
requirements specified in said sections and all regulations and guidelines issued
thereunder.
C. The Contractor agrees that as a condition for the award of this contract he will
notify the owner of the receipt of any communication from the Assistant
Administrator of EPA that a facility to be utilized for the contract is under
consideration to be listed on the EPA List of Violating Facilities; and will make any
such notification promptly prior to contract award.
D.The Contractor will include or cause to be included the criteria and requirements
in paragraphs (1) through (4) of this article in every non-exempt subcontract and
will take such action as the United States Government or its agencies may direct as
a means of enforcing such provisions.
Supplementary King County Contract Conditions (06/2014)
16.HOLD HARMLESS AND INDEMNIFICATION
Contractor Indemnification of County
A.This subsection applies to all non-state agencies. The Contractor shall protect, defend,
indemnify, and save harmless the County, their officers, employees, and agents from any
and all costs, claims, judgments, and/or awards of damages, arising out of, or in any way
resulting from, the negligent acts or omissions of the Contractor, its officers, employees,
contractors, subcontractors and/or agents, in its performance and/or non-performance of
its obligations under this contract. The Contractor agrees that its obligations under this
subparagraph extend to any claim, demand, and/or cause of action brought by, or on
behalf of, any of its employees or agents. For this purpose, the Contractor, by mutual
negotiation, hereby waives, as respects to the County only, any immunity that would
otherwise be available against such claims under the Industrial Insurance provisions of
RCW, Title 51. In the event the County incurs any judgment, award, and/or cost arising
therefrom including attorneys’ fees to enforce the provisions of this article, all such fees,
expenses, and costs shall be recoverable from the Contractor. To the extent that an
Contractor subcontractor fails to satisfy its obligation to defend and indemnify King
County, as detailed in XVII, the Contractor shall protect, defend, indemnify and hold
harmless King County, its officers, employees, and agents from any and all costs, claims,
judgments, and/or awards or damages arising out of, or in any way resulting from the
negligent act or omissions of the Contractor’s contractor/subcontractor, its officers,
employees, and/or agents in connection with or in support of this Contract.
B.Claims shall include, but not be limited to, assertions that use or transfer of software,
book, document, report, film, tape, or sound reproduction or material of any kind,
delivered hereunder, constitutes an infringement of any copyright, patent, trademark,
trade name, and/or otherwise results in unfair trade practice.
C.The Contractor agrees not to perform any acts that include, but are not limited to, use or
transfer of software, book, document, report, film, tape, or sound reproduction or material
of any kind, delivered hereunder, that constitutes an infringement of any copyright,
patent, trademark, trade name, and/or otherwise results in unfair trade practice. The
Contractor agrees to indemnify the County for any harm resulting from unfair trade
practices.
D.The provisions in this section shall survive the termination and/or duration of the contract
term.
E.Nothing contained within this provision shall affect and/or alter the application of any
other provision contained within this Contract.
17.INSURANCE REQUIREMENTS—GENERAL
A.Minimum Limits of Insurance—Capital Projects
The Contractor shall maintain limits no less than, for:
1.Commercial General Liability: $1,000,000 combined single limit per occurrence by
bodily injury, personal injury, and property damage; and for those policies with
aggregate limits, a $2,000,000 aggregate limit.
Supplementary King County Contract Conditions (06/2014)
2.Professional Liability, Errors, and Omissions: $1,000,000, Per Claim and in the
Aggregate.
3.Automobile Liability: $1,000,000 combined single limit per accident for bodily
injury and property damage if the use of motor vehicles is contemplated
4.Workers’ Compensation: Statutory requirements of the state of residency.
5. Stop Gap /Employers Liability: $1,000,000.
6. Property Insurance: One hundred percent replacement value of funded structure.
7. Contractors Pollution Contractor shall provide Contractor’s Pollution Liability
coverage in the amount of $1,000,000 per occurrence and in the aggregate.
B.Minimum Limits of Insurance—-Building Construction Period
Prior to commencement of building construction and until construction is complete and
approved by the Contractor, the Contractor shall cause the construction contractor and
related professionals to procure and maintain insurance against claims for injuries to
persons or damages to property which may arise from, or in connection with the activities
related to this Contract. The Contractor and County shall be a named as additional
insureds on liability policies except Workers Compensation and Professional Liability
and as Named Insureds on Builders Risk policies. The cost of such insurance shall be
paid by the Contractor and/or any of the Contractor’s contractors/ subcontractors. The
Contractor shall maintain limits no less than, for:
1.Commercial General Liability: $1,000,000 combined single limit per occurrence
for bodily injury, personal injury and property damage and $2,000,000 in the
aggregate. Endorsement coverage shall be documented and provided on
Commercial General Liability Form CG 2010 11/85 or its equivalent.
2.Automobile Liability: $1,000,000 combined single limit per accident for bodily
injury and property damage.
3. Professional Liability, Errors & Omissions: $1,000,000, Per Claim and in the
Aggregate
4. *Builder's Risk Insurance: One hundred percent replacement cost value.
5.Workers Compensation: Statutory requirements of the State of residency.
6. Stop Gap or Employers Liability Coverage: $1,000,000.
C.Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to, and approved by, the
County. The deductible and/or self-insured retention of the policies shall not apply to the
Contractor’s liability to the County and shall be the sole responsibility of the Contractor.
*Builders Risk Insurance does not apply to infrastructure projects that do not have a facility or structural
component listed as part of the scope in the project activities.
Supplementary King County Contract Conditions (06/2014)
D.Other Insurance Provisions
The insurance policies required in this Contract are to contain, or be endorsed to contain,
the following provisions:
1.All Liability Policies except Professional and Workers Compensation
a. The County, its officers, officials, employees, and agents are to be covered as
additional insureds as respects liability arising out of activities performed by
or on behalf of the Contractor/Contractor in connection with this Contract.
Such coverage shall include Products-Completed Operations.
b.To the extent of the Contractor’s/Contractor’s negligence, the Contractor’s/
Contractor’s insurance coverage shall be primary insurance as respects the
County, its officers, officials, employees, and agents. Any insurance and/or
self-insurance maintained by the County, its officers, officials, employees, or
agents shall not contribute with the Contractor’s insurance or benefit the
Contractor in any way.
c.The Contractor’s insurance shall apply separately to each insured against
whom claim is made and/or lawsuit is brought, except with respect to the
limits of the insurer’s liability.
2.Property Coverage Policies
a.The County shall be added to all Property Coverage Policies as a loss payee
as its interests may appear.
b.The County shall be added as a Named Insured as their interests may appear
to all Builders Risk policies
3.All Policies
Coverage shall not be suspended, voided, canceled, reduced in coverage or in
limits, except by the reduction of the applicable aggregate limit by claims paid,
until after 45 days prior written notice has been given to the County.
E.Acceptability of Insurers
Unless otherwise approved by the County, insurance is to be placed with insurers with a
Bests’ rating of no less than A: VIII, or, if not rated with Bests, with minimum surpluses
the equivalent of Bests’ surplus size VIII.
Professional Liability, Errors, and Omissions insurance may be placed with insurers with
a Bests’ rating of B+VII. Any exception must be approved by the County.
If, at any time, the foregoing policies shall fail to meet the above requirements, the
Contractor shall, upon notice to that effect from the County, promptly obtain a new
policy, and shall submit the same to the County, with appropriate certificates and
endorsements, for approval.
Supplementary King County Contract Conditions (06/2014)
F.Verification of Coverage
The Contractor shall furnish the County with certificates of insurance and endorsements
required by this Contract. The certificates and endorsements for each insurance policy are
to be signed by a person authorized by that insurer to bind coverage on its behalf. The
certificates and endorsements for each insurance policy are to be on forms approved by
the County prior to the commencement of activities associated with the Contract. The
County reserves the right to require complete, certified copies of all required insurance
policies at any time.
G.Subcontractors
The Contractor shall include all subcontractors as insureds under its policies or shall
require separate certificates of insurance and policy endorsements from each
subcontractor. Insurance coverages provided by contractors/subcontractors, as evidence
of compliance with the insurance requirements of this Contract, shall be subject to all of
the requirements stated herein.
H.Additional Federal Nondiscrimination Requirements
The Contractor shall comply with all applicable federal laws prohibiting discrimination,
including the following:
1. Executive Order 11063 as amended by Executive Order 12259 and implementing
regulations at 24 CFR Part 107;
2. Section 109 of the HCD Act of 1974, as amended (42 USC 5301);
3. The Americans with Disabilities Act (42 USC 1213; 47 USC 155, 201, 218 and
225); and
4. Section 504 of the Rehabilitation Act of 1973 and regulations at 24 CFR Part 8.
I.Prohibited Discriminatory Actions.
1. The Contractor may not, under any program or activity to which this Contract may
apply, directly or through contractual or other arrangements, discriminate on the
grounds of age, color, creed, familial status, marital status, nationality, religion,
race, sex, sexual orientation, or the presence of any, physical, mental or sensory
disability. Discriminatory actions may include but are not limited to the following:
a. Denying any person access to facilities, services, financial aid or other
benefits provided under the program or activity.
b. Denying any person services due to limited English proficiency.
c. Providing any person with facilities, services, financial aid or other benefits,
which are different, or are provided in a different form from that provided to
others under the program or activity.
d. Subjecting any person to segregated or separate treatment in any facility or in
any matter or process related to receipt of any service or benefit under the
program or activity.
Supplementary King County Contract Conditions (06/2014)
e. Restricting in any way access to or in the enjoyment of any advantage or
privilege enjoyed by others in connection with facilities, services, financial
aid or other benefits under the program or activity.
f.Treating any person differently from others in determining whether the per-
son satisfies any admission, enrollment, eligibility, membership, or other
requirement or condition which individuals must meet in order to be pro-
vided any facilities, services or other benefit provided under the program or
activity.
g.Denying any person any opportunity to participate in a program or activity as
an employee.
h.Failing to design and construct facilities for first occupancy after January 26,
1993 that are readily accessible to and usable by individuals with disabilities
and failure to remove architectural and communication barriers that are
structural in nature in existing facilities, where such removal can be
accomplished without difficulty and expense.
2. The Contractor shall not utilize criteria or methods of administration which have
the effect of subjecting individuals to discrimination on the basis of age, color,
familial status, nationality, race, religion, sex, or sexual orientation; or mental,
physical, or sensory disability; or have the effect of defeating or substantially
impairing accomplishment of the objectives of the program or activity with respect
to individuals of a particular age, color, familial status, nationality, race, religion,
sex, or sexual orientation; or the presence of any mental, physical, or sensory
disability.
3. The Contractor, in determining the site or location of housing or facilities provided
in whole or in part with funds under this Contract, may not make selections of such
site or location which have the effect of excluding individuals, denying them
benefits, or subjecting them to discrimination on the grounds of age, sex, marital
status, familial status, religion, race, creed, color, sexual orientation, nationality, or
the presence of any sensory, mental or physical disability; or which have the
purpose or effect of defeating or substantially impairing the accomplishment of the
objectives of the HCD Act or of the HUD Regulations.
J.Employment Projections
In all solicitations under this Contract, the Contractor shall state that all qualified
applicants will be considered for employment. The words “equal opportunity employer”
in advertisements shall constitute compliance with this Section.
Supplementary King County Contract Conditions (06/2014)
18.SUBCONTRACTS AND PURCHASES
A.Subcontract Defined
“Subcontract” shall mean any agreement between the Contractor and a subcontractor or
between subcontractors that is based on this Contract, provided that the term
“subcontract” does not include the purchase of (1) support services not related to the
subject matter of this Contract, or (2) supplies.
B.Writing Required
Any work or services assigned or subcontracted hereunder shall be in writing and must be
approved by the County. The Contractor agrees that it is as fully responsible to the
County for the acts and omissions of its subcontractors and their employees and agents,
as it is for the acts and omissions of its own employees and agents.
C.Required Contract Terms
The Contractor agrees to include the following language verbatim in every subcontract,
provider agreement, or purchase agreement for services, which relate to the subject
matter of this Contract:
“Subcontractor shall protect, defend, indemnify, and hold harmless King County, its
officers, employees, and agents from any and all costs, claims, judgments, and/or awards
of damages arising out of, or in any way resulting from the negligent act or omissions of
subcontractor, its officers, employee, and/or agents in connection with or in support of
this Contract. Subcontractor expressly agrees and understands that King County is a third
party beneficiary to this Contract and shall have the right to bring an action against
subcontractor to enforce the provisions of this paragraph.”
D.Debarred Contractors
The Contractor shall not make any award at any time to any contractor, which is
debarred, suspended or excluded, from participation in federal assistance programs under
Executive Order 12549, “Debarment and Suspension”.
E.Subcontracting Requirements
A Contractor which receives federal funds under this Contract also shall include the
following Sections in every subcontract or purchase order for goods and services which
are paid for in whole or in part with funds provided under this Contract:
1. The Labor Standards provisions are included in the aforesaid sub-tier contract;
2.The applicable Davis-Bacon wage rates are included in aforesaid sub-tier
contract;
3. This Addendum to the contract between contractor and subcontractor is part of
the sub- tier contract; and
4.Correction of any infractions of the aforesaid conditions, including infractions by
the sub-contractor and any lower tier subcontractors, is a mutual responsibility.
Supplementary King County Contract Conditions (06/2014)
F.Washington State Prevailing Wages
Contractor shall maintain records indicating that the it has paid all employees
performing work under this contract in compliance with state prevailing wage rules set
forth in Chapter 39.12 RCW.
1. Contractor shall submit to King County, prior to work, copies of Washington
State Statement of Intent to Pay Prevailing Wages”.
2.Prior to release of retainage by Owner, “Affidavits of Wages Paid” by all
subcontractors shall be submitted to King County as required by RCW
39.12.040. If the Contractor believes that prevailing wage are not required for
this project, the Contractor shall provide verification to HCD Community
Development that it has consulted with and obtained confirmation from the
Washington Department of Labor and Industries that such requirements do not
apply and shall submit a signed certification attesting to that fact.
3.If there is a difference between Washington State Prevailing Wages and Federal
Davis-Bacon wages, the contractor and all subcontractors shall pay the
higher of the two wages.
G. Federal Bid Guarantee and Bond Requirements
1. If the Contractor is subcontracting construction work under this Contract, the
subcontract shall require for any construction contracts exceeding $100,000:
a.A bid guarantee from each bidder equivalent to five percent of the bid
price;
b. A performance bond from the contractor for one hundred percent of the
contract price; and
c.A payment bond from the contractor for one hundred percent of the
contract price. The Contractor may, at its discretion, require any of these
requirements on construction contracts of less than $100,000. The
specific requirements for bid guarantees and bonds are at 24 CFR
Part 84.48(c) for nonprofit corporations and 24 CFR Part 85.36(h) for
municipal corporations and agencies of the State of Washington.
2. The Contractor shall submit to the HCD Project manager all copies of Project
bonds demonstrating compliance with this section and elsewhere defined in the
Construction Documents.
H.Failure to Comply is Default
Failure by the Contractor to require compliance with the above terms and conditions in
subcontracts shall constitute a breach of this Contract.
I.Fixed Price Procurement –the Contractor agrees to use a more restrictive procurement
procedure than that specified in 24 CFR Part 84.40 through 84.48. The Contractor agrees
to use only lump sum fixed price contract for all goods and services procured with funds
provided under this Contract.
Supplementary King County Contract Conditions (06/2014)
J. Project Funding Sign During Construction
The Contractor shall include the following phrase on a construction sign erected during
construction to identify funding sources used for the project:
“Funding for this project was provided by King County’s Community Development
Block Grant Program.”
19.CONFLICT OF INTEREST
A.Contractor Covenants
The Contractor covenants that no officer, employee, consultant, elected or appointed
official, or agent of the Contractor who exercises any functions or responsibilities in
connection with the activities funded in whole or in part under this Contract, herein, or
any other person who presently exercises any functions or responsibilities in connection
with the activities funded herein, shall have any personal financial interest, direct or
indirect, in this Contract. The Contractor shall take appropriate steps to assure
compliance with this provision.
B.Non-Disclosure is Grounds for Termination
If the Contractor violates the above provisions or does not disclose other interests
required to be disclosed pursuant to King County Code Chapter 3.04, or if the Contractor
is a municipal corporation which has adopted an employee code of ethics, and violates
the adopted employee code of ethics, the County shall not be liable for payment of
services rendered pursuant to this Contract. Violation of this Section shall constitute a
substantial breach of this Contract and grounds for termination as well as any other right
or remedy provided in this Contract or law.
20.RECORD-KEEPING REQUIREMENTS AND SITE VISITS
A.The Contractor shall maintain, for at least six years after completion of all work under
this Contract, the following:
1.Records of employment, employment advertisements, application forms, and other
pertinent data, records and information related to employment, applications for
employment or the administration or delivery of services or any other benefits
under this Contract; and
2.Records, including written quotes, bids, estimates or proposals submitted to the
Contractor by all businesses seeking to participate on this Contract, and any other
information necessary to document the actual use of and payments to
subcontractors and suppliers in this Contract, including employment records.
The County may visit, at any time, the site of the work and the Contractor’s office to
review the foregoing records. The Contractor shall provide every assistance requested by
the County during such visits. In all other respects, the Contractor shall make the
foregoing records available to the County for inspection and copying upon request. If this
Contract involves federal funds, the Contractor shall comply with all record keeping
requirements set forth in any federal rules, regulations or statutes included or referenced
in the contract documents.
Supplementary King County Contract Conditions (06/2014)
B.Sanctions for Violations
Any violation of the mandatory requirements of the provisions of this Section shall be a
material breach of contract for which the Contractor may be subject to damages,
withholding payment and any other sanctions provided for by the Contract and by
applicable law.
C.Additional Federal Nondiscrimination Requirements
The Contractor shall comply with all applicable federal laws prohibiting discrimination,
including the following:
1. Executive Order 11063 as amended by Executive Order 12259 and implementing
regulations at 24 CFR Part 107;
2. Section 109 of the HCD Act of 1974, as amended (42 USC 5301);
3. The Americans with Disabilities Act (42 USC 1213; 47 USC 155, 201, 218 and
225); and
4. Section 504 of the Rehabilitation Act of 1973 and regulations at 24 CFR Part 8.
D.Employment Projections
In all solicitations under this Contract, the Contractor shall state that all qualified
applicants will be considered for employment. The words “equal opportunity employer”
in advertisements shall constitute compliance with this Section.
E.Construction Project Requirements
1. Prior to any payment on the project, pre-approval must be received from County
staff that federal labor standards and other requirements as described in the
Construction Documents have been met. If the Agency pays the Contractor
before the County approves, the Contractor will be responsible for any
compliance problems.
2.Construction project reporting:
a.All documentation and communication regarding this project shall be
identified by the HCD Project Activity Number and Project Name.
b.The weekly payroll reports and documentation of construction activity
and supporting documents for labor compliance shall be submitted to:
King County Housing and Community Development, 401 Fifth Avenue,
Suite 510, Seattle, WA 98104 prior to any payment of CDBG funds for
work that the Contractor has applied for payment. Upon review and
approval of said documents, the Contractor shall be advised by the
County that payment can be made.
c.The Contractor shall provide documentation to the County at
contract/subcontract completion showing that the contract activities were
completed in accordance with the Contract.
General Wage Decision
GENERAL WAGE DECISION
U.S. Department of Labor
The following Federal Davis-Bacon wage rates are made a part of this agreement. The Contractor is
responsible for complying with the current Federal wage decision during the construction period.
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
VII.SPECIAL PROVISIONS
Special Provisions i
Downtown Core Streetscape Phase 1 August 2020
Table of Contents
INTRODUCTION TO THE SPECIAL PROVISIONS ................................................................................... 1
DESCRIPTION OF WORK .......................................................................................................................... 3
1-01 DEFINITIONS AND TERMS ........................................................................................................... 3
1-01.3 Definitions ............................................................................................................................ 3
1-02 BID PROCEDURES AND CONDITIONS ....................................................................................... 5
1-02.1 Prequalification of Bidders ................................................................................................... 5
1-02.2 Plans and Specifications ..................................................................................................... 5
1-02.5 Proposal Forms ................................................................................................................... 6
1-02.6 Preparation of Proposal ....................................................................................................... 6
1-02.6(1)Recycled Materials Proposal ............................................................................................... 7
1-02.7 Bid Deposit .......................................................................................................................... 7
1-02.10 Withdrawing, Revising, or Supplementing Proposal ........................................................... 7
1-02.13 Irregular Proposals .............................................................................................................. 8
1-02.14 Disqualification of Bidders ................................................................................................... 9
1-02.15 Pre Award Information .......................................................................................................12
1-03 AWARD AND EXECUTION OF CONTRACT .............................................................................12
1-03.1 Consideration of Bids.........................................................................................................12
1-03.1(1)Identical Bid Totals .............................................................................................................13
1-03.3 Execution of Contract ........................................................................................................13
1-03.4 Contract Bond ....................................................................................................................14
1-03.7 Judicial Review ..................................................................................................................14
1-04 SCOPE OF WORK ......................................................................................................................15
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and
Addenda ............................................................................................................................15
1-05 CONTROL OF WORK .................................................................................................................15
1-05.4 Conformity With and Deviations From Plans and Stakes..................................................15
1-05.7 Removal of Defective and Unauthorized Work..................................................................19
1-05.11 Final Inspection ..................................................................................................................20
1-05.11 Final Inspections and Operational Testing .........................................................................20
1-05.11(1)Substantial Completion Date .............................................................................................20
1-05.11(2)Final Inspection and Physical Completion Date ................................................................20
1-05.11(3)Operational Testing ............................................................................................................21
1-05.13 Superintendents, Labor and Equipment of Contractor ......................................................21
1-05.14 Cooperation with Other Contractors ..................................................................................21
1-05.15 Method of Serving Notices ................................................................................................22
1-05.16 Water and Power ...............................................................................................................22
1-05.18 Record Drawings ...............................................................................................................23
1-06 CONTROL OF MATERIAL ...........................................................................................................24
1-06.1 Approval of Materials Prior to Use .....................................................................................26
1-06.6 Recycled Materials ............................................................................................................26
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ............................................26
1-07.1 Laws to be Observed .........................................................................................................26
1-07.2 State Sales Tax ..................................................................................................................27
1-07.2 State Sales Tax ..................................................................................................................27
1-07.2(1)State Sales Tax — Rule 171 ..............................................................................................28
1-07.2(2)State Sales Tax — Rule 170 ..............................................................................................28
1-07.2(3) Services .............................................................................................................................28
1-07.4 Sanitation ...........................................................................................................................29
1-07.4(2)Health Hazards ..................................................................................................................29
1-07.7 Load Limits ........................................................................................................................30
1-07.9 Wages ................................................................................................................................30
1-07.9(1) General ..............................................................................................................................30
1-07.9(5)Required Documents .........................................................................................................31
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Downtown Core Streetscape Phase 1 August 2020
1-07.11 Requirements for Nondiscrimination .................................................................................32
1-07.12 Federal Agency Inspection ................................................................................................47
1-07.17 Utilities and Similar Facilities .............................................................................................47
1-07.18 Public Liability and Property Damage Insurance ...............................................................48
1-07.18 Insurance ...........................................................................................................................48
1-07.18(1)General Requirements.......................................................................................................48
1-07.18(2)Additional Insured ..............................................................................................................49
1-07.18(3) Subcontractors ...................................................................................................................50
1-07.18(4)Verification of Coverage ....................................................................................................50
1-07.18(5)Coverages and Limits ........................................................................................................51
1-07.18(5)A Commercial General Liability .............................................................................................51
1-07.18(5)B Automobile Liability ............................................................................................................51
1-07.18(5)C Workers’ Compensation ....................................................................................................51
1-07.18(5)K Professional Liability ..........................................................................................................52
1-07.23 Public Convenience and Safety .........................................................................................52
1-07.23(1)Construction Under Traffic .................................................................................................52
1-07.23(2)Construction and Maintenance of Detours ........................................................................55
1-07.24 Rights of Way.....................................................................................................................55
1-08 PROSECUTION AND PROGRESS .............................................................................................56
1-08.0 Preliminary Matters ............................................................................................................56
1-08.0(1)Preconstruction Conference ..............................................................................................56
1-08.0(2)Hours of Work ....................................................................................................................57
1-08.1 Subcontracting ...................................................................................................................57
1-08.3 Progress Schedule ............................................................................................................58
1-08.3(2)A Type A Progress Schedule ................................................................................................58
1-08.4 Prosecution of Work ..........................................................................................................59
1-08.4 Notice to Proceed and Prosecution of Work ......................................................................59
1-08.5 Time for Completion ..........................................................................................................59
1-08.6 Suspension of Work ...........................................................................................................60
1-08.9 Liquidated Damages ..........................................................................................................61
1-09 MEASUREMENT AND PAYMENT ..............................................................................................61
1-09.2(1)General Requirements for Weighing Equipment ...............................................................61
1-09.2(5) Measurement .....................................................................................................................62
1-09.6 Force Account ....................................................................................................................62
1-09.9 Payments ...........................................................................................................................62
1-09.9(1) Retainage ..........................................................................................................................63
1-09.11(3)Time Limitation and Jurisdiction ........................................................................................63
1-09.13(3)Claims $250,000 or Less ...................................................................................................64
1-09.13(3)A Administration of Arbitration ...............................................................................................64
1-10 TEMPORARY TRAFFIC CONTROL ............................................................................................64
1-10.2 Traffic Control Management ..............................................................................................64
1-10.2(1) General ..............................................................................................................................64
1-10.4 Measurement .....................................................................................................................65
1-10.4(1)Lump Sum Bid for Project (No Unit Items) ........................................................................65
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ..............................................................66
2-02.1 Description .........................................................................................................................66
2-02.3(2)Removal of Bridges, Box Culverts, and other Drainage Structures ..................................67
2-02.3(3)Removal of Pavement, Sidewalks, Curbs, and Gutters ....................................................67
2-02.3(4) Salvage ..............................................................................................................................68
2-02.4 Measurement .....................................................................................................................68
2-02.5 Payment .............................................................................................................................69
2-04 HAUL ............................................................................................................................................69
2-04.1 Description .........................................................................................................................69
5-04 HOT MIX ASPHALT .....................................................................................................................70
5-04 Hot Mix Asphalt ..................................................................................................................70
5-04.1 Description .........................................................................................................................70
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Downtown Core Streetscape Phase 1 August 2020
5-04.2 Materials ............................................................................................................................70
5-04.2(1)How to Get an HMA Mix Design on the QPL .....................................................................71
5-04.2(1)A Vacant ................................................................................................................................71
5-04.2(2)Mix Design – Obtaining Project Approval ..........................................................................71
5-04.2(2)B Using Warm Mix Asphalt Processes ..................................................................................72
5-04.3 Construction Requirements ...............................................................................................72
5-04.3(1) Weather Limitations ..........................................................................................................72
5-04.3(2)Paving Under Traffic ..........................................................................................................73
5-04.3(3) Equipment ..........................................................................................................................73
5-04.3(3)A Mixing Plant .......................................................................................................................73
5-04.3(3)B Hauling Equipment ............................................................................................................74
5-04.3(3)C Pavers ................................................................................................................................74
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle .......................................................75
5-04.3(3)E Rollers ................................................................................................................................76
5-04.3(4)Preparation of Existing Paved Surfaces ............................................................................76
5-04.3(4)A Crack Sealing ....................................................................................................................77
5-04.3(4)A1 General ..............................................................................................................................77
5-04.3(4)A2 Crack Sealing Areas Prior to Paving .................................................................................78
5-04.3(4)A3 Crack Sealing Areas Not to be Paved ...............................................................................78
5-04.3(4)B Vacant ................................................................................................................................78
5-04.3(4)C Pavement Repair ...............................................................................................................78
5-04.3(5)Producing/Stockpiling Aggregates and RAP .....................................................................79
5-04.3(5)A Vacant ................................................................................................................................79
5-04.3(6)Mixing ................................................................................................................................79
5-04.3(7)Spreading and Finishing ....................................................................................................79
5-04.3(8)Aggregate Acceptance Prior to Incorporation in HMA .......................................................80
5-04.3(9)HMA Mixture Acceptance ..................................................................................................80
5-04.3(9)A Vacant ................................................................................................................................81
5-04.3(9)B Vacant ...............................................................................................................................81
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation ...............................................................81
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots ........................................................81
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling ......................................................................82
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing ...................................................82
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors ...............................................................82
5-04.3(9)C5 Vacant ................................................................................................................................83
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments ......................................................83
5-04.3(9)C7 Mixture Nonstatistical Evaluation – Retests ......................................................................83
5-04.3(9)D Mixture Acceptance – Commercial Evaluation ..................................................................84
5-04.3(10)HMA Compaction Acceptance ...........................................................................................84
5-04.3(10)A HMA Compaction – General Compaction Requirements ..................................................85
5-04.3(10)B HMA Compaction – Cyclic Density ....................................................................................86
5-04.3(10)C Vacant ................................................................................................................................86
5-04.3(10)D HMA Nonstatistical Compaction ........................................................................................86
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots .........................................................86
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing ...................................86
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments .......................................................86
5-04.3(11)Reject Work .......................................................................................................................87
5-04.3(11)A Reject Work General .........................................................................................................87
5-04.3(11)B Rejection by Contractor .....................................................................................................87
5-04.3(11)C Rejection Without Testing (Mixture or Compaction) ..........................................................87
5-04.3(11)D Rejection - A Partial Sublot ................................................................................................87
5-04.3(11)E Rejection - An Entire Sublot ...............................................................................................88
5-04.3(11)F Rejection - A Lot in Progress .............................................................................................88
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) ............................................................88
5-04.3(12) Joints .................................................................................................................................88
5-04.3(12)A HMA Joints .........................................................................................................................88
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Downtown Core Streetscape Phase 1 August 2020
5-04.3(12)A1 Transverse Joints ..............................................................................................................88
5-04.3(12)A2 Longitudinal Joints .............................................................................................................89
5-04.3(12)B Bridge Paving Joint Seals ..................................................................................................89
5-04.3(12)B1 HMA Sawcut and Seal .......................................................................................................89
5-04.3(12)B2 Paved Panel Joint Seal .....................................................................................................89
5-04.3(13)Surface Smoothness .........................................................................................................89
5-04.3(14)Planing (Milling) Bituminous Pavement .............................................................................90
5-04.3(14)A Pre-Planing Metal Detection Check ...................................................................................91
5-04.3(14)B Paving and Planing Under Traffic ......................................................................................91
5-04.3(14)B1 General ..............................................................................................................................91
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan .............................................................92
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing .................................................................................93
5-04.3(15)Sealing Pavement Surfaces ..............................................................................................94
5-04.3(16)HMA Road Approaches .....................................................................................................94
5-04.4 Measurement .....................................................................................................................94
5-04.5 Payment .............................................................................................................................95
6-07 PAINTING .....................................................................................................................................98
6-07.1 Description .........................................................................................................................98
6-07.2 Materials ............................................................................................................................98
6-07.2(1)Materials for Signal and Luminaire Poles, Luminaires, Terminal Cabinets and Video
Detection Systems ...........................................................................................................100
6-07.3 Construction Requirements .............................................................................................100
6-07.3(14)Painting of Aluminum Surfaces ........................................................................................101
6-07.5 Payment ...........................................................................................................................101
7-01 DRAINS .....................................................................................................................................102
7-01.1 Description .......................................................................................................................102
7-01.2 Materials ..........................................................................................................................102
7-01.3 Construction Requirements .............................................................................................102
7-01.4 Measurement ...................................................................................................................102
7-01.5 Payment ...........................................................................................................................102
7-04 STORM SEWERS .......................................................................................................................103
7-04.2 Materials ..........................................................................................................................103
7-04.5 Payment ..........................................................................................................................104
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS ....................................................104
7-05.2 Materials ..........................................................................................................................104
7-05.3 Construction Requirements .............................................................................................104
7-05.3(1) Adjusting Manholes and Catch Basins to Grade ............................................................104
7-05.3(3)Connections to Existing Catch Basins .............................................................................106
7-05.4 Measurement ...................................................................................................................106
7-05.5 Payment ...........................................................................................................................106
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ................................................................107
7-08.3 Construction Requirements .............................................................................................107
7-08.3(1)A Trenches .........................................................................................................................107
7-08.3(1)B Shoring ...........................................................................................................................108
7-08.3(1)C Bedding the Pipe ............................................................................................................108
7-08.3(1)D Pipe Foundation ...............................................................................................................109
7-08.3(2)A Survey Line and Grade ....................................................................................................109
7-08.3(2)B Pipe Laying – General .....................................................................................................109
7-08.3(2)E Rubber Gasketed Joints .................................................................................................. 110
7-08.3(2)G Jointing of Dissimilar Pipe ............................................................................................... 110
7-08.3(2)H Sewer Line Connections .................................................................................................. 110
7-08.3(2)J Placing PVC Pipe ............................................................................................................ 111
7-08.3(3)A Backfilling Pipe Trenches ................................................................................................ 111
7-15 SERVICE CONNECTIONS .........................................................................................................112
7-15.3(2)Adjust Water Meter Box to Grade .................................................................................... 112
7-15.4 Measurement ................................................................................................................... 112
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Downtown Core Streetscape Phase 1 August 2020
7-15.5 Payment ........................................................................................................................... 112
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL .................................................113
8-01.1 Description ....................................................................................................................... 113
8-01.3 Construction Requirements ............................................................................................. 113
8-01.3(1)A Submittals ........................................................................................................................ 113
8-01.3(8) Street Cleaning ................................................................................................................ 113
8-01.3(9)D Inlet Protection ................................................................................................................. 113
8-01.3(17)Protection of Existing Trees and Shrubs ......................................................................... 114
8-02 ROADSIDE RESTORATION ......................................................................................................114
8-02.2 Materials .......................................................................................................................... 114
8-02.3(1)Responsibility During Construction .................................................................................. 115
8-02.3(2)A Roadside Work Plan ........................................................................................................ 115
8-02.3(4)A Topsoil Type A .................................................................................................................. 115
8-02.3(5)C Planting Area Preparation ................................................................................................ 115
8-02.3(6)B Fertilizers ......................................................................................................................... 116
8-02.3(8)B Plant Installation .............................................................................................................. 116
8-02.4 Measurement ................................................................................................................... 117
8-02.5 Payment ........................................................................................................................... 117
8-03 IRRIGATION SYSTEM ...............................................................................................................117
8-03.1 Description ....................................................................................................................... 117
8-03.2 Materials .......................................................................................................................... 117
8-03.3 Construction Requirement ............................................................................................... 117
8-03.3(3)Piping ............................................................................................................................... 118
8-03.3(7)Flushing and Testing ........................................................................................................ 119
8-03.3(11)System Operation ............................................................................................................120
8-03.5 Payment ..........................................................................................................................120
8-04 CURBS, GUTTERS, AND SPILLWAYS ....................................................................................120
8-04.3(1)Cement Concrete Curbs, Gutters, and Spillways ............................................................120
8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES ....................................................................121
8-06.1 Description .......................................................................................................................121
8-06.3 Construction Requirements .............................................................................................121
8-06.4 Measurement ...................................................................................................................121
8-06.5 Payment ...........................................................................................................................121
8-14 CEMENT CONCRETE SIDEWALKS .........................................................................................121
8-14.1 Description .......................................................................................................................121
8-14.3 Construction Requirements .............................................................................................121
8-14.3(4)Curing ..............................................................................................................................123
8-14.4 Measurement ...................................................................................................................124
8-14.5 Payment ...........................................................................................................................124
8-19 ADJUST UTILITY APPURTENANCES (NEW SECTION) .........................................................124
8-19.1 Description .......................................................................................................................124
8-19.3 Construction Requirements .............................................................................................124
8-19.3(1)Valve Boxes .....................................................................................................................124
8-19.5 Payment ...........................................................................................................................125
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS,
AND ELECTRICAL .....................................................................................................................125
8-20.1 Description .......................................................................................................................125
8-20.1(1)Regulations and Code .....................................................................................................126
8-20.1(3)Permitting and Inspection ................................................................................................126
8-20.1(4)Restrictions on the Schedule of Work .............................................................................126
8-20.1(5)Errors and Omissions ......................................................................................................127
8-20.2 Materials ..........................................................................................................................127
8-20.2(2)Equipment List and Drawings ..........................................................................................128
8-20.3 Construction Requirements .............................................................................................128
8-20.3(2)Excavation and Backfilling ...............................................................................................129
8-20.3(2)A Trench and Backfill ..........................................................................................................129
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Downtown Core Streetscape Phase 1 August 2020
8-20.3(3)Removing and Replacing Improvements.........................................................................131
8-20.3(4) Foundations .....................................................................................................................131
8-20.3(5) Conduit ............................................................................................................................135
8-20.3(5)A General ............................................................................................................................135
8-20.3(5)A3 Damaged or Blocked Conduits ........................................................................................135
8-20.3(5)B Conduit Type ....................................................................................................................136
8-20.3(6)Junction Boxes, Cable Vaults, and Pull Boxes ................................................................136
8-20.3(8)Wiring ...............................................................................................................................137
8-20.3(9)Bonding, Grounding .........................................................................................................138
8-20.3(10)Service, Transformer, and Intelligent Transportation System (ITS) Cabinets .................138
8-20.3(11) Testing .............................................................................................................................139
8-20.3(13)Illumination Systems ........................................................................................................139
8-20.3(13)A Light Standards ................................................................................................................139
8-20.3(13)B Uplights ............................................................................................................................140
8-20.3(13)F Electrical Systems for Gateway Monuments and Kiosks ................................................140
8-20.3(15) Grout ................................................................................................................................141
8-20.3(17)“As Built” Plans ................................................................................................................141
8-20.4 Measurement ...................................................................................................................141
8-20.5 Payment ...........................................................................................................................142
8-21 PERMANENT SIGNING .............................................................................................................142
8-21.1 Description .......................................................................................................................142
8-21.2 Materials ..........................................................................................................................143
8-21.3 Construction Requirements .............................................................................................143
8-21.4 Measurement ...................................................................................................................143
8-21.5 Payment ...........................................................................................................................144
8-26 GATEWAY MONUMENT (NEW SECTION)...............................................................................144
8-26.1 Description ......................................................................................................................144
8-26.2 Materials .........................................................................................................................144
8-26.3 Construction Requirements ............................................................................................147
8-26.3(6)Typology and Color ..........................................................................................................149
8-26.3(7) Inspection ........................................................................................................................149
8-26.4 Measurement ..................................................................................................................150
8-26.5 Payment ..........................................................................................................................150
8-27 PEDESTRIAN KIOSK (NEW SECTION) ....................................................................................150
8-27.1 Description .......................................................................................................................150
8-27.2 Materials ..........................................................................................................................150
8-27.3 Construction Requirements .............................................................................................152
8-27.3(7) Inspection ........................................................................................................................154
8-27.4 Measurement ...................................................................................................................154
8-27.5 Payment ...........................................................................................................................154
8-30 WASTE RECEPTACLE (NEW SECTION) .................................................................................154
8-30.1 Description .......................................................................................................................154
8-30.2 Materials ..........................................................................................................................154
8-30.3 Construction Requirements .............................................................................................155
8-30.4 Measurement ...................................................................................................................155
8-30.5 Payment ...........................................................................................................................155
8-31 BENCH (NEW SECTION)...........................................................................................................155
8-31.1 Description .......................................................................................................................155
8-31.2 Materials ..........................................................................................................................155
8-31.3 Construction Requirements .............................................................................................156
8-31.4 Measurement ...................................................................................................................156
8-32.5 Payment ...........................................................................................................................156
8-32 TREE GRATE (NEW SECTION) ................................................................................................156
8-32.1 Description .......................................................................................................................156
8-32.2 Materials ..........................................................................................................................156
8-32.3 Construction Requirements .............................................................................................157
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Downtown Core Streetscape Phase 1 August 2020
8-32.4 Measurements .................................................................................................................157
8-32.5 Payment ...........................................................................................................................157
8-33 RESOLUTION OF UTILITY CONFLICTS (NEW SECTION) .....................................................158
8-33.1 Description .......................................................................................................................158
8-33.3 Construction Requirements .............................................................................................158
8-33.5 Payment ...........................................................................................................................159
9-14 EROSION CONTROL AND ROADSIDE PLANTING ................................................................160
9-14.2(1)Topsoil Type A ..................................................................................................................160
9-14.4 Fertilizer ...........................................................................................................................160
9-14.7(2) Quality ..............................................................................................................................160
9-14.7(3)Handling and Shipping ....................................................................................................161
9-14.9 Root Barrier .....................................................................................................................161
9-15 IRRIGATION SYSTEM ...............................................................................................................162
9-15.1 Pipe Tube and Fittings .....................................................................................................162
9-15.1(2)Polyvinyl Chloride Pipe and Fittings ................................................................................162
9-15.2 Drip Tubing ......................................................................................................................162
9-15.4 Irrigation Heads ...............................................................................................................162
9-15.5 Valve Boxes .....................................................................................................................162
9-15.7(2)Automatic Control Valves .................................................................................................163
9-15.17 Electrical Wire and Splices ..............................................................................................163
9-29 ILLUMINATION, SIGNAL, ELECTRICAL...................................................................................163
9-29.1 Conduit, Innerduct, and Outerduct ..................................................................................163
9-29.1(1)Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings ......................................163
9-29.1(10)Directional Boring ............................................................................................................164
9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes ................................................................164
9-29.2(1)A Standard Duty Junction Boxes ........................................................................................164
9-29.6 Light and Signal Standards .............................................................................................165
9-29.6(1)Steel Light and Signal Standards ....................................................................................165
9-29.6(1)C Decorative Pedestrian Luminaire Poles ..........................................................................165
9-29.10(2)Decorative Luminaires .....................................................................................................166
9-29.10(3) Uplights ............................................................................................................................167
9-29.11(2)Photoelectric Controls......................................................................................................168
9-29.24 Service Cabinets ..............................................................................................................168
9-29.24(1) Painting ............................................................................................................................168
9-29.24(2)Electrical Circuit Breakers and Contactors ......................................................................168
9-30 WATER DISTRIBUTION MATERIALS ......................................................................................169
9-30.1 Pipe ..................................................................................................................................169
9-30.2 Fittings .............................................................................................................................169
9-30.3 Valves ..............................................................................................................................169
9-30.3(1)Gate Valves (3 inches to 16 inches) ................................................................................170
9-30.3(3)Butterfly Valves ................................................................................................................170
9-30.3(4)Valve Boxes .....................................................................................................................170
9-30.3(5)Valve Marker Posts ..........................................................................................................171
9-30.3(6)Valve Stem Extensions ....................................................................................................171
9-30.3(8)Tapping Sleeve and Valve Assembly ...............................................................................171
9-30.6 Water Service Connections (2 Inches and Smaller) ........................................................171
9-30.6(3)Service Pipes ...................................................................................................................171
9-30.6(3)B Polyethylene Pipe ............................................................................................................171
9-30.6(4)Service Fittings ................................................................................................................171
9-30.6(5)Meter Setters ...................................................................................................................171
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Special Provisions SP-1
Downtown Core Streetscape Phase 1 August 2020
INTRODUCTION TO THE SPECIAL PROVISIONS
(August 14, 2013 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard Specifications
for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State
Department of Transportation (WSDOT) and the American Public Works Association (APWA),
Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications,
as modified or supplemented by the Amendments to the Standard Specifications and these
Special Provisions, all of which are made a part of the Contract Documents, shall govern all of
the Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various
sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each
Provision either supplements, modifies, or replaces the comparable Standard Specification, or is
a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of
the Standard Specifications is meant to pertain only to that particular portion of the section, and
in no way should it be interpreted that the balance of the section does not apply.
The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the
headers of each GSP, with the effective date of the GSP and its source. For example:
(March 8, 2013 APWA GSP)
(April 1, 2013 WSDOT GSP)
Also incorporated into the Contract Documents by reference are:
•Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted
edition, with Washington State modifications, if any
•Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current
edition
•City of Renton Standard Details, City of Renton Public Works Department, current edition
•Revised Draft Guidelines for Accessible Public Rights-of-Way, November 23, 2005
(commonly referred to as the 2005 PROWAG)
Contractor shall obtain copies of these publications, at Contractor’s own expense.
Special Provisions SP-2
Downtown Core Streetscape Phase 1 August 2020
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Special Provisions SP-3
Downtown Core Streetscape Phase 1 August 2020
DIVISION 1
GENERAL REQUIREMENTS
DESCRIPTION OF WORK
(March 13, 1995 WDOT GSP)
This Contract provides for the improvement of ** Wells Ave S, from S 3rd St to S 2nd St to install
new illumination, irrigation, trees and tree grates, curb, gutter, sidewalks, and urban design
amenities. In addition, Gateway Monuments and Pedestrian Kiosk will be installed at various
locations in Downtown Renton **
and other work, all in accordance with the attached Contract Plans, these Contract Provisions,
and the Standard Specifications.
1-01 DEFINITIONS AND TERMS
1-01.3 Definitions
(January 4, 2016 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them
with the following:
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, any
remaining traffic disruptions will be rare and brief, and only minor incidental work,
replacement of temporary substitute facilities, plant establishment periods, 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.
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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.
Supplement this Section with the following:
All references in the Standard Specifications, Amendments, or WSDOT General Special
Provisions, to the terms “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 the terms “State” or “state” shall be revised to read “Contracting Agency”
unless the reference is to an administrative agency of the State of Washington, a State
statute or regulation, or the context reasonably indicates otherwise.
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency
designated location”.
All references to “final contract voucher certification” shall be interpreted to mean the
Contracting Agency form(s) by which final payment is authorized, and final completion and
acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal,
which may, at the discretion of the Contracting Agency, be awarded in addition to the base
bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid
Proposal, from which the Contracting Agency may make a choice between different
methods or material of construction for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section
1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond
form(s) are required by the Contract Documents, which may be a combination of a Payment
Bond and a Performance Bond.
Contract Documents
See definition for “Contract”.
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Contract Time
The period of time established by the terms and conditions of the Contract within which the
Work must be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the
Contracting Agency’s acceptance of the Bid Proposal.
Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing
and 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.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this Section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum
qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be
awarded a public works project.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed will be found in the Call
for Bids (Advertisement for Bids) for the work.
After award of the contract, plans and specifications will be issued to the Contractor at no cost
as detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced plans (11" x 17") 5 Furnished automatically upon award.
Contract Provisions 5 Furnished automatically upon award.
Large plans (e.g., 22" x 34") 1 Furnished only upon request.
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Additional plans and Contract Provisions may be obtained by the Contractor from the source
stated in the Call for Bids, at the Contractor’s own expense.
1-02.5 Proposal Forms
(July 31, 2017 APWA GSP)
Delete this section and replace it with the following:
The Proposal Form will identify the project and its location and describe the work. It will also
list estimated quantities, units of measurement, the items of work, and the materials to be
furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that
call for, but are not limited to, unit prices; extensions; summations; the total bid amount;
signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda;
the bidder’s name, address, telephone number, and signature; the bidder’s
UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s
Registration Number; and a Business License Number, if applicable. Bids shall be
completed by typing or shall be printed in ink by hand, preferably in black ink. The required
certifications are included as part of the Proposal Form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and
additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all
alternates and additives set forth in the Proposal Form unless otherwise specified.
1-02.6 Preparation of Proposal
(July 11, 2018 APWA GSP)
Supplement the second paragraph with the following:
4.If a minimum bid amount has been established for any item, the unit or lump sum price
must equal or exceed the minimum amount stated.
5.Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed
by the signer of the bid.
Delete the last two paragraphs, and replace them with the following:
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any
Subcontractor to perform those items of work.
The Bidder shall submit with their Bid a completed Contractor Certification Wage Law
Compliance form, provided by the Contracting Agency. Failure to return this certification as
part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award.
A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice
president (or other corporate officer accompanied by evidence of authority to sign).
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A bid by a partnership shall be executed in the partnership name, and signed by a partner. A
copy of the partnership agreement shall be submitted with the Bid Form if any UDBE
requirements are to be satisfied through such an agreement.
A bid by a joint venture shall be executed in the joint venture name and signed by a member
of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid
Form if any UDBE requirements are to be satisfied through such an agreement.
Add the following new section:
1-02.6(1) Recycled Materials Proposal
(January 4, 2016 APWA GSP)
The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the
project, using the form provided in the Contract Provisions.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP)
Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project;
2.Name of the project;
3.The Contracting Agency named as obligee;
4.The amount of the bid bond stated either as a dollar figure or as a percentage which
represents five percent of the maximum bid amount that could be awarded;
5.Signature of the bidder’s officer empowered to sign official statements. The signature of
the person authorized to submit the bid should agree with the signature on the bond, and
the title of the person must accompany said signature;
6. The signature of the surety’s officer empowered to sign the bond and the power of
attorney.
If so stated in the Contract Provisions, bidder must use the bond form included in the
Contract Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.10 Withdrawing, Revising, or Supplementing Proposal
(July 23, 2015 APWA GSP)
Delete this section, and replace it with the following:
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may
withdraw, revise, or supplement it if:
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1.The Bidder submits a written request signed by an authorized person and
physically delivers it to the place designated for receipt of Bid Proposals, and
2.The Contracting Agency receives the request before the time set for receipt of Bid
Proposals, and
3.The revised or supplemented Bid Proposal (if any) is received by the Contracting
Agency before the time set for receipt of Bid Proposals.
If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received
before the time set for receipt of Bid Proposals, the Contracting Agency will return the
unopened Proposal package to the Bidder. The Bidder must then submit the revised or
supplemented package in its entirety. If the Bidder does not submit a revised or
supplemented package, then its bid shall be considered withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date
recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed
requests to withdraw, revise, or supplement a Bid Proposal are not acceptable.
1-02.13 Irregular Proposals
(June 20, 2017 APWA GSP)
Delete this section and replace it with the following:
1.A Proposal will be considered irregular and will be rejected if:
a.The Bidder is not prequalified when so required;
b.The authorized Proposal form furnished by the Contracting Agency is not used or
is altered;
c.The 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 list, if applicable,
as required in Section 1-02.6;
h.The Bidder fails to submit or properly complete an Underutilized Disadvantaged
Business Enterprise Certification, if applicable, as required in Section 1-02.6;
i.The Bidder fails to submit written confirmation from each UDBE firm listed on the
Bidder’s completed UDBE Utilization Certification that they are in agreement with
the bidder’s UDBE participation commitment, if applicable, as required in Section
1-02.6, or if the written confirmation that is submitted fails to meet the
requirements of the Special Provisions;
j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable,
as required in Section 1-02.6, or if the documentation that is submitted fails to
demonstrate that a Good Faith Effort to meet the Condition of Award was made;
k.The Bid Proposal does not constitute a definite and unqualified offer to meet the
material terms of the Bid invitation; or
l.More than one Proposal is submitted for the same project from a Bidder under
the same or different names.
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2.A Proposal may be considered irregular and may be rejected if:
a.The Proposal does not include a unit price for every Bid item;
b.Any of the unit prices are excessively unbalanced (either above or below the
amount of a reasonable Bid) to the potential detriment of the Contracting Agency;
c.Receipt of Addenda is not acknowledged;
d.A member of a joint venture or partnership and the joint venture or partnership
submit Proposals for the same project (in such an instance, both Bids may be
rejected); or
e.If Proposal form entries are not made in ink.
1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option B)
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; or does not meet Supplemental
Criteria 1-7 listed in this Section.
The Contracting Agency will verify that the Bidder meets the mandatory bidder
responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that
the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later
in this Section.
1.Delinquent State Taxes
A Criterion: The Bidder shall not owe delinquent taxes to the Washington State
Department of Revenue without a payment plan approved by the Department of
Revenue.
B.Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder
does not owe delinquent taxes to the Washington State Department of Revenue,
or if delinquent taxes are owed to the Washington State Department of Revenue,
the Bidder must submit a written payment plan approved by the Department of
Revenue, to the Contracting Agency by the deadline listed below.
2.Federal Debarment
A.Criterion: The Bidder shall not currently be debarred or suspended by the
Federal government.
B.Documentation: The Bidder shall not be listed as having an “active exclusion” on
the U.S. government’s “System for Award Management” database
(www.sam.gov).
3.Subcontractor Responsibility
A.Criterion: The Bidder’s standard subcontract form shall include the subcontractor
responsibility language required by RCW 39.06.020, and the Bidder shall have
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an established procedure which it utilizes to validate the responsibility of each of
its subcontractors. The Bidder’s subcontract form shall also include a
requirement that each of its subcontractors shall have and document a similar
procedure to determine whether the sub-tier subcontractors with whom it
contracts are also “responsible” subcontractors as defined by RCW 39.06.020.
B.Documentation: The Bidder, if and when required as detailed below, shall submit
a copy of its standard subcontract form for review by the Contracting Agency,
and a written description of its procedure for validating the responsibility of
subcontractors with which it contracts.
4.Claims Against Retainage and Bonds
A.Criterion: The Bidder shall not have a record of excessive claims filed against the
retainage or payment bonds for public works projects in the three years prior to
the bid submittal date, that demonstrate a lack of effective management by the
Bidder of making timely and appropriate payments to its subcontractors,
suppliers, and workers, unless there are extenuating circumstances and such
circumstances are deemed acceptable to the Contracting Agency.
B.Documentation: The Bidder, if and when required as detailed below, shall submit
a list of the public works projects completed in the three years prior to the bid
submittal date that have had claims against retainage and bonds and include for
each project the following information:
•Name of project
•The owner and contact information for the owner;
•A list of claims filed against the retainage and/or payment bond for any of the
projects listed;
•A written explanation of the circumstances surrounding each claim and the
ultimate resolution of the claim.
5.Public Bidding Crime
A.Criterion: The Bidder and/or its owners shall not have been convicted of a crime
involving bidding on a public works contract in the five years prior to the bid
submittal date.
B.Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder
and/or its owners have not been convicted of a crime involving bidding on a
public works contract.
6.Termination for Cause / Termination for Default
A.Criterion: The Bidder shall not have had any public works contract terminated for
cause or terminated for default by a government agency in the five years prior to
the bid submittal date, unless there are extenuating circumstances and such
circumstances are deemed acceptable to the Contracting Agency.
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B.Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder
has not had any public works contract terminated for cause or terminated for
default by a government agency in the five years prior to the bid submittal date;
or if Bidder was terminated, describe the circumstances. .
7.Lawsuits
A.Criterion: The Bidder shall not have lawsuits with judgments entered against the
Bidder in the five years prior to the bid submittal date that demonstrate a pattern
of failing to meet the terms of contracts, unless there are extenuating
circumstances and such circumstances are deemed acceptable to the
Contracting Agency
B.Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder
has not had any lawsuits with judgments entered against the Bidder in the five
years prior to the bid submittal date that demonstrate a pattern of failing to meet
the terms of contracts, or shall submit a list of all lawsuits with judgments entered
against the Bidder in the five years prior to the bid submittal date, along with a
written explanation of the circumstances surrounding each such lawsuit. The
Contracting Agency shall evaluate these explanations to determine whether the
lawsuits demonstrate a pattern of failing to meet of terms of construction related
contracts
As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent
low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second
business day following the bid submittal deadline, a written statement verifying that the
Bidder meets the supplemental criteria together with supporting documentation (sufficient
in the sole judgment of the Contracting Agency) demonstrating compliance with the
Supplemental Criteria. The Contracting Agency reserves the right to request further
documentation as needed from the low Bidder and documentation from other Bidders as
well to assess Bidder responsibility and compliance with all bidder responsibility criteria.
The Contracting Agency also reserves the right to obtain information from third-parties and
independent sources of information concerning a Bidder’s compliance with the mandatory
and supplemental criteria, and to use that information in their evaluation. The Contracting
Agency may consider mitigating factors in determining whether the Bidder complies with
the requirements of the supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental
criteria shall include any documents or facts obtained by Contracting Agency (whether
from the Bidder or third parties) including but not limited to: (i) financial, historical, or
operational data from the Bidder; (ii) information obtained directly by the Contracting
Agency from others for whom the Bidder has worked, or other public agencies or private
enterprises; and (iii) any additional information obtained by the Contracting Agency which
is believed to be relevant to the matter.
If the Contracting Agency determines the Bidder does not meet the bidder responsibility
criteria above and is therefore not a responsible Bidder, the Contracting Agency shall
notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees
with this determination, it may appeal the determination within two (2) business days of the
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Contracting Agency’s determination by presenting its appeal and any additional
information to the Contracting Agency. The Contracting Agency will consider the appeal
and any additional information 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 Contracting Agency’s final
determination.
Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with
concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility
Criteria may make or submit requests to the Contracting Agency to modify the criteria.
Such requests shall be in writing, describe the nature of the concerns, and propose
specific modifications to the criteria. Bidders shall submit such requests to the Contracting
Agency no later than five (5) business days prior to the bid submittal deadline and address
the request to the Project Engineer or such other person designated by the Contracting
Agency in the Bid Documents.
1-02.15 Pre Award Information
(August 14, 2013 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these
items or actions of the apparent lowest responsible bidder:
1.A complete statement of the origin, composition, and manufacture of any or all materials
to be used,
2.Samples of these materials for quality and fitness tests,
3.A progress schedule (in a form the Contracting Agency requires) showing the order of
and time required for the various phases of the work,
4.A breakdown of costs assigned to any bid item,
5.Attendance at a conference with the Engineer or representatives of the Engineer,
6.Obtain, and furnish a copy of, a business license to do business in the city or county
where the work is located.
7.Any other information or action taken that is deemed necessary to ensure that the bidder
is the lowest responsible bidder.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(January 23, 2006 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of
extensions of the prices per unit and the total price. If a discrepancy exists between the price per
unit and the extended amount of any bid item, the price per unit will control. If a minimum bid
amount has been established for any item and the bidder’s unit or lump sum price is less than the
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minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum
price to the minimum specified amount and recalculate the extension. The total of extensions,
corrected where necessary, including sales taxes where applicable and such additives and/or
alternates as selected by the Contracting Agency, will be used by the Contracting Agency for
award purposes and to fix the Awarded Contract Price amount and the amount of the contract
bond.
1-03.1(1) Identical Bid Totals
(January 4, 2016 APWA GSP)
Revise this section to read:
After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the
tie-breaker will be the Bidder with an equal lowest bid that proposed to use the highest
percentage of recycled materials in the Project, per the form submitted with the Bid
Proposal. If those percentages are also exactly equal, then the tie-breaker will be
determined by drawing as follows: Two or more slips of paper will be marked as follows: one
marked “Winner” and the other(s) marked “unsuccessful”. The slips will be folded to make
the marking unseen. The slips will be placed inside a box. One authorized representative of
each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the
name of the firm as registered with the Washington State Department of Licensing. The slips
shall be unfolded and the firm with the slip marked “Winner” will be determined to be the
successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted
a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled
materials percentage that is exactly equal to the highest proposed recycled materials
amount, are eligible to draw.
1-03.3 Execution of Contract
(October 1, 2005 APWA GSP)
Revise this section to read:
Copies of the Contract Provisions, including the unsigned Form of Contract, will be available
for signature by the successful bidder on the first business day following award. The number
of copies to be executed by the Contractor will be determined by the Contracting Agency.
Within 10 calendar days after the award date, the successful bidder shall return the signed
Contracting Agency-prepared contract, an insurance certification as required by Section 1-
07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of
the contract by the Contracting Agency, the successful bidder shall provide any pre-award
information the Contracting Agency may require under Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting
Agency nor shall any work begin within the project limits or within Contracting Agency-
furnished sites. The Contractor shall bear all risks for any work begun outside such areas
and for any materials ordered before the contract is executed by the Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents return of the
contract documents within 10 calendar days after the award date stated above, the
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Contracting Agency may grant up to a maximum of 2 additional calendar days for return of
the documents, provided the Contracting Agency deems the circumstances to be
acceptable.
1-03.4 Contract Bond
(July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following:
The successful bidder shall provide executed payment and performance bond(s) for the full
contract amount. The bond may be a combined payment and performance bond; or be
separate payment and performance bonds. In the case of separate payment and
performance bonds, each shall be for the full contract amount. The bond(s) shall:
1.Be on Contracting Agency-furnished form(s);
2.Be signed by an approved surety (or sureties) that:
a.Is registered with the Washington State Insurance Commissioner, and
b.Appears on the current Authorized Insurance List in the State of Washington
published by the Office of the Insurance Commissioner,
3.Guarantee that the Contractor will perform and comply with all obligations, duties, and
conditions under the Contract, including but not limited to the duty and obligation to
indemnify, defend, and protect the Contracting Agency against all losses and claims
related directly or indirectly from any failure:
a.Of the Contractor (or any of the employees, subcontractors, or lower tier
subcontractors of the Contractor) to faithfully perform and comply with all contract
obligations, conditions, and duties, or
b.Of the Contractor (or the subcontractors or lower tier subcontractors of the
Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors,
material persons, or any other person who provides supplies or provisions for
carrying out the work;
4.Be conditioned upon the payment of taxes, increases, and penalties incurred on the
project under titles 50, 51, and 82 RCW;
5.Be accompanied by a power of attorney for the Surety’s officer empowered to sign the
bond; and
6.Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by
the president or vice president, unless accompanied by written proof of the authority of
the individual signing the bond(s) to bind the corporation (i.e., corporate resolution,
power of attorney, or a letter to such effect signed by the president or vice president).
1-03.7 Judicial Review
(November 30, 2018 APWA GSP)
Revise this section to read:
Any decision made by the Contracting Agency regarding the Award and execution of the
Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted
under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the
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county where the Contracting Agency headquarters is located, provided that where an action
is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction.
1-04 SCOPE OF WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications,
and Addenda
(March 13, 2012 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of
precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda,
2.Proposal Form,
3.Special Provisions,
4.Contract Plans,
5.Amendments to the Standard Specifications,
6.Standard Specifications,
7.Contracting Agency’s Standard Plans or Details (if any), and
8.WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-05 CONTROL OF WORK
1-05.4 Conformity With and Deviations From Plans and Stakes
Section 1-05.4 is supplemented with the following:
Contractor Surveying - Roadway
(August 7, 2017 WSDOT GSP)
Copies of the Contracting Agency provided primary survey control data are available for the
bidder's inspection at the office of the Engineer.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment
stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage,
surfacing, paving, channelization and pavement marking, illumination and signals, guardrails
and barriers, and signing. Except for the survey control data to be furnished by the
Contracting Agency, calculations, surveying, and measuring required for setting and
maintaining the necessary lines and grades shall be the Contractor's responsibility.
The Contractor shall inform the Engineer when monuments are discovered that were not
identified in the Plans and construction activity may disturb or damage the monuments. All
monuments noted on the plans “DO NOT DISTURB” shall be protected throughout the length
of the project or be replaced at the Contractors expense.
Detailed survey records shall be maintained, including a description of the work performed on
each shift, the methods utilized, and the control points used. The record shall be adequate to
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allow the survey to be reproduced. A copy of each day's record shall be provided to the
Engineer within three working days after the end of the shift.
The meaning of words and terms used in this provision shall be as listed in "Definitions of
Surveying and Associated Terms" current edition, published by the American Congress on
Surveying and Mapping and the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1.Verify the primary horizontal and vertical control furnished by the Contracting
Agency, and expand into secondary control by adding stakes and hubs as well as
additional survey control needed for the project. Provide descriptions of secondary
control to the Contracting Agency. The description shall include coordinates and
elevations of all secondary control points.
2.Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on
centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at
points on the alignments spaced no further than 50 feet.
3.Establish clearing limits, placing stakes at all angle points and at intermediate points
not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond
the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the
Plans.
4.Establish grading limits, placing slope stakes at centerline increments not more than
50 feet apart. Establish offset reference to all slope stakes. If Global Positioning
Satellite (GPS) Machine Controls are used to provide grade control, then slope
stakes may be omitted at the discretion of the Contractor.
5.Establish the horizontal and vertical location of all drainage features, placing offset
stakes to all drainage structures and to pipes at a horizontal interval not greater than
25 feet.
6.Establish roadbed and surfacing elevations by placing stakes at the top of subgrade
and at the top of each course of surfacing. Subgrade and surfacing stakes shall be
set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in
curve sections with a radius less than 300 feet, and at 10-foot intervals in
intersection radii with a radius less than 10 feet. Transversely, stakes shall be
placed at all locations where the roadway slope changes and at additional points
such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine
Controls are used to provide grade control, then roadbed and surfacing stakes may
be omitted at the discretion of the Contractor.
7.Establish intermediate elevation benchmarks as needed to check work throughout
the project.
8.Provide references for paving pins at 25-foot intervals or provide simultaneous
surveying to establish location and elevation of paving pins as they are being placed.
9.For all other types of construction included in this provision, (including but not limited
to channelization and pavement marking, illumination and signals, guardrails and
barriers, and signing) provide staking and layout as necessary to adequately locate,
construct, and check the specific construction activity.
10.Contractor shall determine if changes are needed to the profiles or roadway sections
shown in the Contract Plans in order to achieve proper smoothness and drainage
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where matching into existing features, such as a smooth transition from new
pavement to existing pavement. The Contractor shall submit these changes to the
Engineer for review and approval 10 days prior to the beginning of work.
The Contractor shall provide the Contracting Agency copies of any calculations and
staking data when requested by the Engineer.
To facilitate the establishment of these lines and elevations, the Contracting Agency will
provide the Contractor with primary survey control information consisting of descriptions
of two primary control points used for the horizontal and vertical control, and descriptions
of two additional primary control points for every additional three miles of project length.
Primary control points will be described by reference to the project alignment and the
coordinate system and elevation datum utilized by the project. In addition, the Contracting
Agency will supply horizontal coordinates for the beginning and ending points and for each
Point of Intersection (PI) on each alignment included in the project.
The Contractor shall ensure a surveying accuracy within the following tolerances:
Vertical Horizontal
Slope stakes ±0.10 feet ±0.10 feet
Subgrade grade stakes set
0.04 feet below grade ±0.01 feet ±0.5 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
Stationing on roadway N/A ±0.1 feet
Alignment on roadway N/A ±0.04 feet
Surfacing grade stakes ±0.01 feet ±0.5 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
Roadway paving pins for
surfacing or paving ±0.01 feet ±0.2 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
The Contracting Agency may spot-check the Contractor's surveying. These spot-checks
will not change the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform
independent checks from different secondary control to ensure that the points staked are
within the specified survey accuracy tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will
verify these coordinates prior to issuing approval to the Contractor for commencing with
the work. The Contracting Agency will require up to seven calendar days from the date
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the data is received.
Contract work to be performed using contractor-provided stakes shall not begin until the
stakes are approved by the Contracting Agency. Such approval shall not relieve the
Contractor of responsibility for the accuracy of the stakes.
Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are
needed that are not described in the Plans, then those stakes shall be marked, at no
additional cost to the Contracting Agency as ordered by the Engineer.
Payment
Payment will be made for the following bid item when included in the proposal:
"Roadway Surveying", lump sum.
The lump sum contract price for "Roadway Surveying" shall be full pay for all labor,
equipment, materials, and supervision utilized to perform the Work specified, including
any resurveying, checking, correction of errors, replacement of missing or damaged
stakes, and coordination efforts.
Section 1-05.4 is supplemented with the following:
Licensed Surveyors
The Contractor shall be responsible for reestablishing or locating legal survey markers such
as GLO monuments or property corner monuments, conduct boundary surveys to determine
Contracting Agency right-of-way locations, and obtain, review and analyze deeds and records
as necessary to determine these boundaries. The Contracting Agency will provide “rights of
entry” as needed by the Contractor to perform the work.
The Contractor shall brush out or clear and stake or mark the right-of-way lines as designated
by the Engineer.
The Contractor shall inform the Engineer when monuments are discovered that were not
identified in the Plans and construction activity may disturb or damage the monuments. All
monuments noted on the plans “DO NOT DISTURB” shall be protected throughout the length
of the project or be replaced at Contractors expense.
When required, the Contractor shall prepare and file a Record of Survey map in accordance
with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting
Agency will provide all existing base maps, existing horizontal and vertical control, and other
material available with Washington State Plane Coordinate information to the Contractor. The
Contracting Agency will also provide maps, plan sheets, and/or aerial photographs clearly
identifying the limits of the areas to be surveyed. The Contractor shall establish Washington
State Plane Coordinates on all points required in the Record of Survey and other points
designated in the Contract documents.
Existing right of way documentation, existing base maps, existing horizontal and vertical
control descriptions, maps, plan sheets, aerial photographs and all other available material
may be viewed by prospective bidders at the office of the Engineer.
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The Contractor shall perform all of the necessary calculations for the contracted survey work
and shall provide copies of these calculations to the Contracting Agency. Electronic files of
all survey data shall be provided and in a format acceptable to the Contracting Agency.
All survey work performed by the Contractor shall conform to all applicable sections of the
Revised Code of Washington and the Washington Administrative Code.
The Contractor shall provide all traffic control, signing, and temporary traffic control devices
in order to provide a safe work zone.
Payment
The Work described above under subsection Licensed Surveyors shall be incidental to the
Bid Item “Roadway Surveying”.
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 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 failed or refused to perform,
shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due,
or to become due, the Contractor. Such direct and indirect costs shall include in particular, but
without limitation, compensation for additional professional services required, and costs for
repair and replacement of work of others destroyed or damaged by correction, removal, or
replacement of the Contractor’s unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the
performance of the work attributable to the exercise of the Contracting Agency’s rights
provided by this Section.
The rights exercised under the provisions of this section shall not diminish the Contracting
Agency’s right to pursue any other avenue for additional remedy or damages with respect to
the Contractor’s failure to perform the work as required.
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1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA GSP)
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so
notify the Engineer and request the Engineer establish the Substantial Completion Date. The
Contractor’s request shall list the specific items of work that remain to be completed in order
to reach physical completion. The Engineer will schedule an inspection of the work with the
Contractor to determine the status of completion. The Engineer may also establish the
Substantial Completion Date unilaterally.
If after this inspection, the Engineer concurs with the Contractor that the work is substantially
complete and ready for its intended use, the Engineer, by written notice to the Contractor, will
set the Substantial Completion Date. If after this inspection the Engineer does not consider
the work substantially complete and ready for its intended use, the Engineer will, by written
notice, so notify the Contractor giving the reasons therefor.
Upon receipt of written notice concurring in or denying substantial completion, whichever is
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized
interruption, the work necessary to reach Substantial and Physical Completion. The
Contractor shall provide the Engineer with a revised schedule indicating when the Contractor
expects to reach substantial and physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial
Completion Date and the Contractor considers the work physically complete and ready for
final inspection.
1-05.11(2) Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection,
the Contractor by written notice, shall request the Engineer to schedule a final inspection.
The Engineer will set a date for final inspection. The Engineer and the Contractor will then
make a final inspection and the Engineer will notify the Contractor in writing of all particulars
in which the final inspection reveals the work incomplete or unacceptable. The Contractor
shall immediately take such corrective measures as are necessary to remedy the listed
deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption
until physical completion of the listed deficiencies. This process will continue until the
Engineer is satisfied the listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the
written notice listing the deficiencies, the Engineer may, upon written notice to the
Contractor, take whatever steps are necessary to correct those deficiencies pursuant to
Section 1-05.7.
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The Contractor will not be allowed an extension of contract time because of a delay in the
performance of the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting
Agency in writing of the date upon which the work was considered physically complete. That
date shall constitute the Physical Completion Date of the contract, but shall not imply
acceptance of the work or that all the obligations of the Contractor under the contract have
been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a
complete and operable system. Therefore when the work involves the installation of
machinery or other mechanical equipment; street lighting, electrical distribution or signal
systems; irrigation systems; buildings; or other similar work it may be desirable for the
Engineer to have the Contractor operate and test the work for a period of time after final
inspection but prior to the physical completion date. Whenever items of work are listed in the
Contract Provisions for operational testing they shall be fully tested under operating
conditions for the time period specified to ensure their acceptability prior to the Physical
Completion Date. During and following the test period, the Contractor shall correct any items
of workmanship, materials, or equipment which prove faulty, or that are not in first class
operating condition. Equipment, electrical controls, meters, or other devices and equipment
to be tested during this period shall be tested under the observation of the Engineer, so that
the Engineer may determine their suitability for the purpose for which they were installed.
The Physical Completion Date cannot be established until testing and corrections have been
completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to
successfully complete operational testing, shall be included in the unit contract prices
related to the system being tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect manufacturer’s
guaranties or warranties furnished under the terms of the contract.
1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
1-05.14 Cooperation with Other Contractors
(March 13, 1995 WSDOT GSP)
Section 1-05.14 is supplemented with the following:
Other Contracts Or Other Work
It is anticipated that the following work adjacent to or within the limits of this project will be
performed by others during the course of this project and will require coordination of the work:
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***
•Roadway improvements by a City Contractor for the “Williams Ave S and Wells Ave S
Conversion Project”
•Roadway improvements by a City Contractor; and installation of new railroad signals
by BNSF; at the intersections of Houser Way S/Williams Ave S and Houser Way
S/Wells Ave S
•Adjustment to finished grade of various franchise utility surface structures
•See also 1-07.17 herein for additional requirements ***
1-05.15 Method of Serving Notices
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Engineer. All
correspondence from the Contractor constituting any notification, notice of protest, notice of
dispute, or other correspondence constituting notification required to be furnished under the
Contract, shall be in letter format and delivered either via mail delivery service to the
Engineer's office or delivered as an attachment to an email, as described below.
Notices delivered by email shall be sent to all addresses on a mutually agreed upon list of
addresses for the Contractor or the Contracting Agency. The list shall be agreed upon prior
to issuance of the “Notice to Proceed with Construction” and shall be maintained by the
Engineer. An email is deemed to be received by the end of the next business day following
the date and time as recorded by the device used by the sender from which the email was
sent. Email notifications shall have a subject line containing at least the project name and
the word Notification (Downtown Core Streetscape Phase 1 – Notification). Attachments
over 10 megabytes are not allowed. For files over 10 megabytes, a link to a secure file
transfer service shall be provided. Confirmation of receipt of email notification shall be
provided by the recipient no later than one business day following receipt of the email
notification.
Add the following new section:
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
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.
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Add the following new section:
1-05.18 Record Drawings
(March 8, 2013 APWA GSP)
The Contractor shall maintain one set of full size plans for Record Drawings, updated with
clear and accurate red-lined field revisions on a daily basis, and within 2 business days after
receipt of information that a change in Work has occurred. The Contractor shall not conceal
any work until the required information is recorded.
This Record Drawing set shall be used for this purpose alone, shall be kept separate from
other Plan sheets, and shall be clearly marked as Record Drawings. These Record
Drawings shall be kept on site at the Contractor’s field office, and shall be available for
review by the Contracting Agency at all times. The Contractor shall bring the Record
Drawings to each progress meeting for review.
The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a
single experienced and qualified individual. The quality of the Record Drawings, in terms of
accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to
modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of
Record Drawings for the Contracting Agency without further investigative effort by the
Contracting Agency.
The Record Drawing markups shall document all changes in the Work, both concealed and
visible. Items that must be shown on the markups include but are not limited to:
•Actual dimensions, arrangement, and materials used when different than shown in the
Plans.
•Changes made by Change Order or Field Order.
•Changes made by the Contractor.
•Accurate locations of storm sewer, sanitary sewer, water mains and other water
appurtenances, structures, conduits, light standards, vaults, width of roadways,
sidewalks, landscaping areas, building footprints, channelization and pavement
markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.).
If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting
Agency will provide the elevations at the tolerances the Contracting Agency requires for the
Record Drawings.
When the Contract calls for the Contractor to do the surveying/staking, the applicable
tolerance limits include, but are not limited to the following:
Vertical Horizontal
As-built sanitary & storm invert and
grate elevations
± 0.01 foot ± 0.01 foot
As-built monumentation ± .001 foot ± 0.001 foot
As-built waterlines, inverts, valves,
hydrants
± 0.10 foot ± 0.10 foot
As-built ponds / swales / water features ± 0.10 foot ± 0.10 foot
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Downtown Core Streetscape Phase 1 August 2020
As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot
As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot
As-built signs, signals, etc. N/A ± 0.10 foot
Making Entries on the Record Drawings:
•Use erasable colored pencil (not ink) for all markings on the Record Drawings,
conforming to the following color code:
•Additions - Red
•Deletions - Green
•Comments - Blue
•Dimensions - Graphite
•Provide the applicable reference for all entries, such as the change order number,
the request for information (RFI) number, or the approved shop drawing number.
•Date all entries.
•Clearly identify all items in the entry with notes similar to those in the Contract
Drawings (such as pipe symbols, centerline elevations, materials, pipe joint
abbreviations, etc.).
The Contractor shall certify on the Record Drawings that said drawings are an accurate
depiction of built conditions, and in conformance with the requirements detailed above. The
Contractor shall submit final Record Drawings to the Contracting Agency. Contracting
Agency acceptance of the Record Drawings is one of the requirements for achieving
Physical Completion.
Payment will be made for the following bid item:
Record Drawings
(Minimum Bid $ 800)
Lump Sum
Payment for this item will be made on a prorated monthly basis for work completed in
accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum
item will be paid upon submittal and approval of the completed Record Drawings set
prepared in conformance with these Special Provisions.
A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor
must bid at least that amount.
1-06 CONTROL OF MATERIAL
Section 1-06 is supplemented with the following:
Buy America
(August 6, 2012 WSDOT GSP)
In accordance with Buy America requirements contained in 23 CFR 635.410, 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
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temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding
and falsework.
Minor amounts of foreign steel and iron may be utilized 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
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 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 requirements because the initial melting and mixing of 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.
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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.
1-06.1 Approval of Materials Prior to Use
(April 3, 2017 WSDOT GSP)
Section 1-06.1 is supplemented with the following:
For each proposed material that is required to be submitted for approval using either the
QPL or RAM process the Contractor will be allowed to submit for approval two material
sources or manufacturers per material type at no cost. Additional material sources or
manufacturers may be submitted for approval and will be processed at a cost of $125.00
per material source or manufacturer submitted by QPL submittal and $400.00 per material
submitted by RAM. All costs for processing additional material sources or manufacturers
will be deducted from monies due or that may come due to the Contractor. Subject to a
request by the Contractor and a determination by the Engineer the costs for processing
may be waived.
1-06.6 Recycled Materials
(January 4, 2016 APWA GSP)
Delete this section, including its subsections, and replace it with the following:
The Contractor shall make their best effort to utilize recycled materials in the construction
of the project. Approval of such material use shall be as detailed elsewhere in the
Standard Specifications.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials
that were utilized in the construction of the project for each of the items listed in Section
9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled
glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material
and aggregates from concrete returned to the supplier). The Contractor’s report shall be
provided on DOT form 350-075 Recycled Materials Reporting.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall
apply.
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The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
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, for all 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.
Section 1-07.1 is supplemented with the following:
In response to COVID-19, the Contractor shall prepare a project specific COVID-19 Health
and Safety Plan (CHSP) in conformance with Section 1-07.4 and the Washington State
Governor’s Phase 1 Construction Restart COVID-19 Job Site Requirements. A copy of the
CHSP developed by the Contractor shall be submitted to the Engineer as a Type 2 Working
Drawing.
1-07.2 State Sales Tax
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2 State Sales Tax
(June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales
tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor
should contact the Washington State Department of Revenue for answers to questions in
this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid
on a misunderstood tax liability.
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract
amounts. In some cases, however, state retail sales tax will not be included. Section 1-
07.2(2) describes this exception.
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a
FHWA-funded Project) only if the Contractor has obtained from the Washington State
Department of Revenue a certificate showing that all contract-related taxes have been paid
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(RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor
any amount the Contractor may owe the Washington State Department of Revenue,
whether the amount owed relates to this contract or not. Any amount so deducted will be
paid into the proper State fund.
1-07.2(1) State Sales Tax — Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets,
roads, etc., which are owned by a municipal corporation, or political subdivision of the state,
or by the United States, and which are used primarily for foot or vehicular traffic. This
includes storm or combined sewer systems within and included as a part of the street or
road drainage system and power lines when such are part of the roadway lighting system.
For work performed in such cases, the Contractor shall include Washington State Retail
Sales Taxes in the various unit bid item prices, or other contract amounts, including those
that the Contractor pays on the purchase of the materials, equipment, or supplies used or
consumed in doing the work.
1-07.2(2) State Sales Tax — Rule 170
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or
existing buildings, or other structures, upon real property. This includes, but is not limited to,
the construction of streets, roads, highways, etc., owned by the state of Washington; water
mains and their appurtenances; sanitary sewers and sewage disposal systems unless such
sewers and disposal systems are within, and a part of, a street or road drainage system;
telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above
streets or roads, unless such power lines become a part of a street or road lighting system;
and installing or attaching of any article of tangible personal property in or to real property,
whether or not such personal property becomes a part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency,
retail sales tax on the full contract price. The Contracting Agency will automatically add this
sales tax to each payment to the Contractor. For this reason, the Contractor shall not
include the retail sales tax in the unit bid item prices, or in any other contract amount subject
to Rule 170, with the following exception.
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or
a subcontractor makes on the purchase or rental of tools, machinery, equipment, or
consumable supplies not integrated into the project. Such sales taxes shall be included in
the unit bid item prices or in any other contract amount.
1-07.2(3) Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract
wholly for professional or other services (as defined in Washington State Department of
Revenue Rules 138 and 244).
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1-07.4 Sanitation
1-07.4(2) Health Hazards
Section 1-07.4(2) is supplemented with the following:
COVID-19 Health and Safety Plan (CHSP)
The Contractor shall prepare a project specific COVID-19 Health and Safety Plan
(CHSP). The CHSP shall be prepared and submitted as a Type 2 Working Drawing
prior to beginning physical Work.
The Contractor shall update and resubmit the CHSP as the work progresses and new
activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the
conditions change on the project, or a particular activity, the Contractor shall update and
resubmit the CHSP. Work on any activity shall cease if conditions prevent full
compliance with the CHSP.
The CHSP shall address the health and safety of all people associated with the project
including Contracting Agency workers in the field, Contractor personnel, consultants,
project staff, subcontractors, suppliers and anyone on the project site, staging areas, or
yards. The plan shall address all elements of the Washington State Governor’s Phase 1
Construction Restart COVID-19 Job Site Requirements.
COVID-19 Health and Safety Plan (CHSP) Inspection
The Contractor shall grant full and unrestricted access to the Contracting Agency for
CHSP Inspections. The Contracting Agency will conduct periodic compliance inspections
on the project site, staging areas, or yards to verify that any ongoing work activity is
following the CHSP plan. If the Contracting Agency becomes aware of a noncompliance
incident either through a site inspection or other means, the Contractor will be notified
immediately. The Contractor shall immediately remedy the noncompliance incident or
suspend all or part of the associated work activity. If a suspension is necessary the
Contractor shall satisfy the Contracting Agency that the noncompliance incident has
been corrected before the suspension will end.
Payment
“COVID-19 Health and Safety Plan (CHSP)”, lump sum.
The lump sum Contract price for “COVID-19 Health and Safety Plan (CHSP)” shall be full
pay for all costs, including but not limited to, preparing, submitting, revising, and
resubmitting revisions for the plan.
“COVID-19 Added Measures (Without Overhead & Profit)”, by force account.
Payment will include the direct costs for the added health and safety measures
necessitated by the plan, including additional materials and PPE. No overhead or profit
will be included. To provide a common Proposal for all Bidders, the Contracting Agency
has entered an amount in the Proposal to become a part of the Contractor’s total Bid.
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Should reporting as required by the Governor’s requirements be necessary, all direct labor
associated with said reporting shall be paid for as force account.
Any loss of production associated with implementation of the plan, or as precipitated by
the Governor’s Phase 1 Construction Restart COVID-19 Job Site Requirements, shall be
included and accounted for when developing the Bid package.
1-07.7 Load Limits
Section 1-07.7 is supplemented with the following:
(March 13, 1995 WSDOT GSP)
If the sources of materials provided by the Contractor necessitates 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
1-07.9(1) General
Section 1-07.9(1) is supplemented with the following:
(January 6, 2020 WSDOT GSP)
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.
WA20200001.
The State rates incorporated in this contract are applicable to all construction activities
associated with this contract.
(April 2, 2007 WSDOT GSP)
Application of Wage Rates for the Occupation of Landscape Construction
State prevailing wage rates for public works contracts are included in this contract and
show a separate listing for the occupation:
Landscape Construction, which includes several different occupation descriptions
such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power
Equipment Operators, and Landscaping or Planting Laborers.
In addition, federal wage rates that are included in this contract may also include
occupation descriptions in Federal Occupational groups for work also specifically
identified with landscaping such as:
Laborers with the occupation description, Landscaping or Planting, or
Power Equipment Operators with the occupation description, Mulch Seeding
Operator.
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If Federal wage rates include one or more rates specified as applicable to landscaping
work, then Federal wage rates for all occupation descriptions, specific or general, must
be considered and compared with corresponding State wage rates. The higher wage
rate, either State or Federal, becomes the minimum wage rate for the work performed
in that occupation.
Contractors are responsible for determining the appropriate crafts necessary to perform
the contract work. If a classification considered necessary for performance of the work
is missing from the Federal Wage Determination applicable to the contract, the
Contractor shall initiate a request for approval of a proposed wage and benefit rate. The
Contractor shall prepare and submit Standard Form 1444, Request for Authorization of
Additional Classification and Wage Rate available at
http://www.wdol.gov/docs/sf1444.pdf, and submit the completed form to the Engineer’s
office. The presence of a classification wage on the Washington State Prevailing Wage
Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose
of determining a federal classification wage rate.
1-07.9(5) Required Documents
(January 3, 2020 APWA GSP)
Delete this section and replace it with the following:
General
All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified
Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be
submitted to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA)
system.
Intents and Affidavits
On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the
Engineer the following for themselves and for each firm covered under RCW 39.12 that will or
has provided Work and materials for the Contract:
1.The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form
number F700-029-000. The Contracting Agency will make no payment under this
Contract until this statement has been approved by State L&I and reviewed by the
Engineer.
2.The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-
007-000. The Contracting Agency will not grant Completion until all approved
Affidavit of Wages paid for the Contractor and all Subcontractors have been received
by the Engineer. The Contracting Agency will not release to the Contractor any funds
retained under RCW 60.28.011 until “Affidavit of Prevailing Wages Paid” forms have
been approved by State L&I and all of the approved forms have been submitted to
the Engineer for every firm that worked on the Contract.
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The Contractor is responsible for requesting these forms from State L&I and for paying any
fees required by State L&I.
Certified Payrolls
Certified payrolls are required to be submitted by the Contractor for themselves, all
Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on
all Federal-aid projects and no less than monthly on State funded projects.
Penalties for Noncompliance
The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines,
any or all payments may be withheld until compliance is achieved. In addition, failure to
provide these payrolls may result in other sanctions as provided by State laws (RCW
39.12.050) and/or Federal regulations (29 CFR 5.12).
1-07.11 Requirements for Nondiscrimination
Section 1-07.11 is supplemented with the following:
(September 3, 2019 WSDOT GSP)
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, expressed in 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 Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA
Lincoln, WA Pend Oreille; WA Stevens; WA Whitman.
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Richland, WA
SMSA Counties:
Richland Kennewick, WA 5.4
WA Benton; WA Franklin.
Non-SMSA Counties 3.6
WA Walla Walla.
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 Kitsap; 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 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 60-4.3(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.
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3.The Contractor shall provide written notification to the Office of Federal Contract
Compliance Programs (OFCCP) within 10 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
list 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. The notification shall be sent to:
U.S. Department of Labor
Office of Federal Contract Compliance Programs Pacific Region
Attn: Regional Director
San Francisco Federal Building
90 – 7th Street, Suite 18-300
San Francisco, CA 94103
(415)625-7800 Phone
(415)625-7799 Fax
4.As used in this Notice, and in the contract resulting from this solicitation, the Covered
Area is as designated herein.
Standard Federal Equal Employment Opportunity Construction Contract 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.
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2.Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the
work involving any construction trade, it shall physically include in 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 which this contract resulted.
3.If the Contractor is participating (pursuant to 41 CFR 60-4.5) 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 Plan 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's or 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
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:
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
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women to each construction project. The Contractor shall 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 therefor, 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 with on-site supervisory
personnel such as Superintendents, General Foremen, etc., prior to the
initiation of construction work at any job site. A written record shall be made
and maintained identifying the time and place of these meetings, persons
attending, subject matter discussed, and disposition of the subject matter.
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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 and 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.
l.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 are encouraged to participate in voluntary associations which assist in
fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts
of a contractor association, joint contractor-union, contractor-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
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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 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.
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.
14.The Contractor shall designate a responsible official to monitor all employment 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
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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).
16.Additional assistance for Federal Construction Contractors on contracts administered by
Washington State Department of Transportation or by Local Agencies may be found at:
Washington State Dept. of Transportation
Office of Equal Opportunity
PO Box 47314
310 Maple Park Ave. SE
Olympia WA 98504-7314
Ph: 360-705-7090
Fax: 360-705-6801
http://www.wsdot.wa.gov/equalopportunity/default.htm
(April 3, 2018 WSDOT GSP)
Disadvantaged Business Enterprise Participation
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and
USDOT’s official interpretations (i.e., Questions & Answers) apply to this Contract. As such,
the requirements of this Contract are to make affirmative efforts to solicit DBEs, provide
information on who submitted a Bid or quote and to report DBE participation monthly as
described elsewhere in these Contract Provisions. No preference will be included in the
evaluation of Bids/Proposals, no minimum level of DBE participation shall be required as a
Condition of Award and Bids/Proposals may not be rejected or considered non-responsive
on that basis.
DBE Abbreviations and Definitions
Broker – A business firm that provides a bona fide service, such as professional,
technical, consultant or managerial services and assistance in the procurement of
essential personnel, facilities, equipment, materials, or supplies required for the
performance of the Contract, or, persons/companies who arrange or expedite
transactions.
Certified Business Description – Specific descriptions of work the DBE is certified
to perform, as identified in the Certified Firm Directory, under the Vendor
Information page.
Certified Firm Directory – A database of all Minority, Women, and Disadvantaged
Business Enterprises. The on-line Directory is available to Contractors for their use
in identifying and soliciting interest from DBE firms. The database is located under
the Firm Certification section of the Diversity Management and Compliance System
web page at: https://omwbe.diversitycompliance.com.
Commercially Useful Function (CUF)
49 CFR 26.55(c)(1) defines commercially useful function as: “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,
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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, and installing (where applicable) and paying for the material itself. To
determine whether a DBE is performing a commercially useful function, you must
evaluate the amount of work subcontracted, industry practices, whether the amount
the firm is to be paid under the contract is commensurate with the work it is actually
performing and the DBE credit claimed for its performance of the work, and other
relevant factors.”
Contract – For this Special Provision only, this definition supplements Section 1-
01.3. 49 CFR 26.5 defines contract as: “… a legally binding relationship obligating
a seller to furnish supplies or services (including, but not limited to, construction and
professional services) and the buyer to pay for them. For purposes of this part, a
lease is considered to be a contract.”
Disadvantaged Business Enterprise (DBE) – A business firm certified by the
Washington State Office of Minority and Women’s Business Enterprises, as
meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A
Underutilized Disadvantaged Business Enterprise (UDBE) firm is a subset of DBE.
Force Account Work – Work measured and paid in accordance with Section 1-
09.6.
Manufacturer (DBE) – A DBE firm that operates or maintains a factory or
establishment that produces on the premises the materials, supplies, articles, or
equipment required under the Contract. A DBE Manufacturer shall produce finished
goods or products from raw or unfinished material or purchase and substantially
alters goods and materials to make them suitable for construction use before
reselling them.
Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store,
warehouse, or other establishment in which the materials or supplies required for
the performance of a Contract are bought, kept in stock, and regularly sold to the
public in the usual course of business. To be a Regular Dealer, the DBE firm must
be an established regular business that engages in as its principal business and in
its own name the purchase and sale of the products in question. A Regular Dealer
in such items as steel, cement, gravel, stone, and petroleum products need not own,
operate or maintain a place of business if it both owns and operates distribution
equipment for the products. Any supplementing of regular dealers’ own distribution
equipment shall be by long-term formal lease agreements and not on an ad-hoc
basis. Brokers, packagers, manufacturers’ representatives, or other persons who
arrange or expedite transactions shall not be regarded as Regular Dealers within
the meaning of this definition.
DBE Goals
No DBE goals have been assigned as part of this Contract.
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Affirmative Efforts to Solicit DBE Participation
The Contractor shall not discriminate on the grounds of race, color, sex, national origin,
age, or disability in the selection and retention of subcontractors, including procurement
of materials and leases of equipment. DBE firms shall have an equal opportunity to
compete for subcontracts in which the Contractor enters into pursuant to this Contract.
Contractors are encouraged to:
1.Advertise opportunities for Subcontractors or suppliers in a timely and
reasonably designed manner to provide notice of the opportunity to DBEs
capable of performing the Work. All advertisements should include a Contract
Provision encouraging participation by DBE firms. This may be accomplished
through general advertisements (e.g. newspapers, journals, etc.) or by
soliciting Bids/Proposals directly from DBEs.
2.Establish delivery schedules that encourage participation by DBEs and other
small businesses.
3.Participate with a DBE as a joint venture.
DBE Eligibility/Selection of DBEs for Reporting Purposes Only
Contractor may take credit for DBEs utilized on this Contract only if the firm is certified
for the Work being performed, and the firm performs a commercially useful function
(CUF).
Absent a mandatory goal, all DBE participation that is attained on this project will be
considered as “race neutral” participation and shall be reported as such.
Crediting DBE Participation
All DBE Subcontractors shall be certified before the subcontract on which they are
participating is executed.
Be advised that although a firm is listed in the directory, there are cases where the listed
firm is in a temporary suspension status. The Contractor shall review the OMWBE
Suspended DBE Firms list. A DBE firm that is included on this list may not enter into
new contracts that count towards participation.
DBE participation is only credited upon payment to the DBE.
The following are some definitions of what may be counted as DBE participation.
DBE Prime Contractor
Only take credit for that portion of the total dollar value of the Contract equal to the
distinct, clearly defined portion of the Work that the DBE Prime Contractor performs
with its own forces and is certified to perform.
DBE Subcontractor
Only take credit for that portion of the total dollar value of the subcontract equal to
the distinct, clearly defined portion of the Work that the DBE performs with its own
forces. The value of work performed by the DBE includes the cost of supplies and
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materials purchased by the DBE and equipment leased by the DBE, for its work on
the contract. Supplies, materials or equipment obtained by a DBE that are not
utilized or incorporated in the contract work by the DBE will not be eligible for DBE
credit.
The supplies, materials, and equipment purchased or leased from the Contractor or
its affiliate, including any Contractor’s resources available to DBE subcontractors at
no cost, shall not be credited.
DBE credit will not be given in instances where the equipment lease includes the
operator. The DBE is expected to operate the equipment used in the performance
of its work under the contract with its own forces. Situations where equipment is
leased and used by the DBE, but payment is deducted from the Contractor’s
payment to the DBE is not allowed.
If a DBE subcontracts a portion of the Work of its contract to another firm, the value
of the subcontracted Work may be credited only if the DBE’s Lower-Tier
Subcontractor is also a DBE. Work subcontracted to a non-DBE shall not be
credited.
Count expenditures toward race/gender-neutral participation only if the DBE is
performing a CUF on the contract.
DBE Subcontract and Lower Tier Subcontract Documents
There must be a subcontract agreement that complies with 49 CFR Part 26 and
fully describes the distinct elements of Work committed to be performed by the DBE.
The subcontract agreement shall incorporate requirements of the primary Contract.
Subcontract agreements of all tiers, including lease agreements shall be readily
available at the project site for the Engineer review.
DBE Service Provider
The value of fees or commissions charged by a DBE Broker, a DBE behaving in a
manner of a Broker, or another service provider for providing a bona fide service,
such as professional, technical, consultant, managerial services, or for providing
bonds or insurance specifically required for the performance of the contract will only
be credited as DBE participation, if the fee/commission is determined by the
Contracting Agency to be reasonable and the firm has performed a CUF.
Temporary Traffic Control
If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must
provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct
control of the DBE. The DBE firm shall also provide all flagging equipment (e.g.
paddles, hard hats, and vests).
If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE
firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels,
signs, etc.) and be in total control of all items in implementing the traffic control for
the project. In addition, if the DBE firm utilizes the Contractor’s equipment, such as
Transportable Attenuators and Portable Changeable Message Signs (PCMS) no
DBE credit can be taken for supplying and operating the items.
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Trucking
DBE trucking firm participation may only be credited as DBE participation for the
value of the hauling services, not for the materials being hauled unless the trucking
firm is also certified as a supplier. In situations where the DBE’s work is priced per
ton, the value of the hauling service must be calculated separately from the value
of the materials in order to determine DBE credit for hauling.
The DBE trucking firm must own and operate at least one licensed, insured and
operational truck on the contract. The truck must be of the type that is necessary to
perform the hauling duties required under the contract. The DBE receives credit for
the value of the transportation services it provides on the Contract using trucks it
owns or leases, licenses, insures, and operates with drivers it employs.
The DBE may lease additional trucks from another DBE firm. The Work that a DBE
trucking firm performs with trucks it leases from other certified DBE trucking firms
qualify for 100% DBE credit
The trucking Work subcontracted to any non-DBE trucking firm will not receive credit
for Work done on the project. The DBE may lease trucks from a non-DBE truck
leasing company, but can only receive credit as DBE participation if the DBE uses
its own employees as drivers.
DBE credit for a truck broker is limited to the fee/commission that the DBE receives
for arranging transportation services.
Truck registration and lease agreements shall be readily available at the project site
for the Engineer review.
DBE Manufacturer and DBE Regular Dealer
One hundred percent (100%) of the cost of the manufactured product obtained from
a DBE Manufacturer can count as DBE participation.
Sixty percent (60%) of the cost of materials or supplies purchased from a DBE
Regular Dealer may be credited as DBE participation. If the role of the DBE Regular
Dealer is determined to be that of a pass-through, then no DBE credit will be given
for its services. If the role of the DBE Regular Dealer is determined to be that of a
Broker, then DBE credit shall be limited to the fee or commission it receives for its
services. Regular Dealer status and the amount of credit is determined on a
Contract-by-Contract basis.
Regular Dealer DBE firms must be approved before being used on a project. The
WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal
Opportunity (OEO) web site must include the specific project for which approval is
being requested. The Regular Dealer must submit the Regular Dealer Status
Request form a minimum of five days prior to being utilized on the specific project.
Purchase of materials or supplies from a DBE which is neither a manufacturer nor
a regular dealer, (i.e. Broker) only the 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, can count as DBE
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participation provided the fees are not excessive as compared with fees customarily
allowed for similar services. Documentation will be required to support the
fee/commission charged by the DBE. The cost of the materials and supplies
themselves cannot be counted toward as DBE participation.
Note: Requests to be listed as a Regular Dealer will only be processed if the
requesting firm is a material supplier certified by the Office of Minority and
Women’s Business Enterprises in a NAICS code that falls within the
42XXXX NAICS Wholesale code section.
Procedures Between Award and Execution
After Award and prior to Execution, the Contractor shall provide the additional
information described below. Failure to comply shall result in the forfeiture of the Bidder’s
Proposal bond or deposit.
1.A list of all firms who submitted a bid or quote in attempt to participate in this
project whether they were successful or not. Include the business name and
mailing address.
Note: The firms identified by the Contractor may be contacted by the
Contracting Agency to solicit general information as follows: age of
the firm and average of its gross annual receipts over the past
three-years.
Procedures After Execution
Commercially Useful Function (CUF)
The Contractor may only take credit for the payments made for Work performed by
a DBE that is determined to be performing a CUF. Payment must be commensurate
with the work actually performed by the DBE. This applies to all DBEs performing
Work on a project, whether or not the DBEs are COA, if the Contractor wants to
receive credit for their participation. The Engineer will conduct CUF reviews to
ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is
carrying out its responsibilities of its contract by actually performing, managing, and
supervising the Work involved. The DBE must be responsible for negotiating price;
determining quality and quantity; ordering the material, installing (where applicable);
and paying for the material itself. If a DBE does not perform “all” of these functions
on a furnish-and-install contract, it has not performed a CUF and the cost of
materials cannot be counted toward UDBE COA Goal. Leasing of equipment from
a leasing company is allowed. However, leasing/purchasing equipment from the
Contractor is not allowed. Lease agreements shall be readily available for review
by the Engineer.
In order for a DBE traffic control company to be considered to be performing a CUF,
the DBE must be in control of its work inclusive of supervision. The DBE shall
employ a Traffic Control Supervisor who is directly involved in the management and
supervision of the traffic control employees and services.
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The DBE does not perform a CUF if its role is limited to that of an extra participant
in a transaction, contract, or project through which the funds are passed in order to
obtain the appearance of DBE participation.
The following are some of the factors that the Engineer will use in determining
whether a DBE trucking company is performing a CUF:
•The DBE shall be responsible for the management and supervision of the
entire trucking operation for which it is responsible on the Contract. The
owner demonstrates business related knowledge, shows up on site and is
determined to be actively running the business.
•The DBE shall with its own workforce, operate at least one fully licensed,
insured, and operational truck used on the Contract. The drivers of the
trucks owned and leased by the DBE must be exclusively employed by the
DBE and reflected on the DBE’s payroll.
•Lease agreements for trucks shall indicate that the DBE has exclusive use
of and control over the truck(s). This does not preclude the leased truck
from working for others provided it is with the consent of the DBE and the
lease provides the DBE absolute priority for use of the leased truck.
•Leased trucks shall display the name and identification number of the
DBE.
Joint Checking
A joint check is a check between a Subcontractor and the Contractor to the supplier
of materials/supplies. The check is issued by the Contractor as payer to the
Subcontractor and the material supplier jointly for items to be incorporated into the
project. The DBE must release the check to the supplier, while the Contractor acts
solely as the guarantor.
A joint check agreement must be approved by the Engineer and requested by the
DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to
its use. The form must accompany the DBE Joint Check Agreement between the
parties involved, including the conditions of the arrangement and expected use of
the joint checks.
The approval to use joint checks and the use will be closely monitored by the
Engineer. To receive DBE credit for performing a CUF with respect to obtaining
materials and supplies, a DBE must “be responsible for negotiating price,
determining quality and quantity, ordering the material and installing and paying for
the material itself.” The Contractor shall submit DBE Joint Check Request Form for
the Engineer approval prior to using a joint check.
Material costs paid by the Contractor directly to the material supplier is not allowed.
If proper procedures are not followed or the Engineer determines that the
arrangement results in lack of independence for the DBE involved, no DBE credit
will be given for the DBE’s participation as it relates to the material cost.
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Prompt Payment
Prompt payment to all subcontractors shall be in accordance with Section 1-08.1.
Prompt Payment requirements apply to progress payments as well as return of
retainage.
Reporting
The Contractor and all subcontractors/suppliers/service providers that utilize DBEs
to perform work on the project, shall maintain appropriate records that will enable
the Engineer to verify DBE participation throughout the life of the project.
Refer to Section 1-08.1 for additional reporting requirements associated with this
Contract.
Decertification
When a DBE is “decertified” from the DBE program during the course of the
Contract, the participation of that DBE shall continue to count as DBE participation
as long as the subcontract with the DBE was executed prior to the decertification
notice. The Contractor is obligated to substitute when a DBE does not have an
executed subcontract agreement at the time of decertification.
Consequences of Non-Compliance
Each contract with a Contractor (and each subcontract the Contractor signs with a
Subcontractor) must include the following assurance clause:
The Contractor, subrecipient, 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 DOT-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, which may include, but is not limited to:
(1)Withholding monthly progress payments;
(2)Assessing sanctions;
(3)Liquidated damages; and/or
(4)Disqualifying the Contractor from future bidding as non-responsible.
Payment
Compensation for all costs involved with complying with the conditions of this
Specification and any other associated DBE requirements is included in payment
for the associated Contract items of Work, except otherwise provided in the
Specifications.
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1-07.12 Federal Agency Inspection
Section 1-07.12 is supplemented with the following:
(January 25, 2016 WSDOT GSP)
Required Federal Aid Provisions
The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised
May 1, 2012 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, REQUIRED FEDERAL AID PROVISIONS, is
inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this
purpose, upon request to the Engineer, the Contractor will be provided with extra copies of
the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special
Provision.
1-07.17 Utilities and Similar Facilities
Section 1-07.17 is supplemented with the following:
(April 2, 2007 WSDOT GSP)
Locations and dimensions shown in the Plans for existing facilities are in accordance with
available information obtained without uncovering, measuring, or other verification.
Public and private utilities, or their Contractors, will furnish all work necessary to adjust,
relocate, replace, or construct their facilities unless otherwise provided for in the Plans or
these Special Provisions. Such adjustment, relocation, replacement, or construction will be
done during the prosecution of the work for this project. It is anticipated that utility adjustment,
relocation, replacement or construction within the project limits will be completed as follows:
•Adjustment of gas valve boxes to be coordinated with Puget Sound Energy.
•Adjustment of surface castings by Puget Sound Energy, Comcast, CenturyLink, Zayo,
and/or their representatives.
The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all
affected subcontractors, and all utility owners and their contractors prior to beginning onsite
work.
The following addresses and telephone numbers of utility companies known or their
Contractors that will be adjusting, relocating, replacing or constructing utilities within the
project limits are supplied for the Contractor’s use:
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Puget Sound Energy (electric)
Contact: Hong Nguyen
(253)395-6904
Hong.Nguyen@pse.com
Puget Sound Energy (gas)
Contact: Glenn Helton
(253)395-6926
Glenn.Helton@pse.com
Comcast Cable
Contact: Aaron Cantrel
(253) 864-4281
Aaron_Cantrel@comcast.com
CenturyLink
Contact: Jesse Patjens
(425)429-5722
Jesse.Patjens@centurylink.com
Verizon
Contact: Scott Christenson
scott.christenson@one.verizon.com
Zayo
Contact: Jason Tesdal
(253)221-7585
jason.tesdal@zayo.com
Seattle Public Utilities (water)
Contact: Paj Hwang
(206) 386-4198
Paj.Hwang@Seattle.gov
City of Renton - Surface Water
Contact: Jared McDonald
(425)430-7293
JMcDonald@Rentonwa.gov
City of Renton - Water
Contact: Abdoul Gafour
(425)430-7210
AGafour@Rentonwa.gov
City of Renton - Sewer
David Christensen
(425)430-7212
DChristensen@Rentonwa.gov
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(January 4, 2016 APWA GSP)
1-07.18(1) General Requirements
A.The Contractor shall procure and maintain the insurance described in all subsections of
section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of
not less than A-: VII and licensed to do business in the State of Washington. The
Contracting Agency reserves the right to approve or reject the insurance provided, based on
the insurer’s financial condition.
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B.The Contractor shall keep this insurance in force without interruption from the
commencement of the Contractor’s Work through the term of the Contract and for thirty (30)
days after the Physical Completion date, unless otherwise indicated below.
C.If any insurance policy is written on a claims made form, its retroactive date, and that of all
subsequent renewals, shall be no later than the effective date of this Contract. The policy
shall state that coverage is claims made, and state the retroactive date. Claims-made form
coverage shall be maintained by the Contractor for a minimum of 36 months following the
Completion Date or earlier termination of this Contract, and the Contractor shall annually
provide the Contracting Agency with proof of renewal. If renewal of the claims made form of
coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase
an extended reporting period (“tail”) or execute another form of guarantee acceptable to the
Contracting Agency to assure financial responsibility for liability for services performed.
D.The Contractor’s Automobile Liability, Commercial General Liability and Excess or
Umbrella Liability insurance policies shall be primary and non-contributory insurance
as respects the Contracting Agency’s insurance, self-insurance, or self-insured pool
coverage. Any insurance, self-insurance, or self-insured pool coverage maintained
by the Contracting Agency shall be excess of the Contractor’s insurance and shall
not contribute with it.
E.The Contractor shall provide the Contracting Agency and all additional insureds with written
notice of any policy cancellation, within two business days of their receipt of such notice.
F.The Contractor shall not begin work under the Contract until the required insurance has
been obtained and approved by the Contracting Agency
G.Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract, upon which the Contracting Agency may, after giving five
business days’ notice to the Contractor to correct the breach, immediately terminate the
Contract or, at its discretion, procure or renew such insurance and pay any and all premiums
in connection therewith, with any sums so expended to be repaid to the Contracting Agency
on demand, or at the sole discretion of the Contracting Agency, offset against funds due the
Contractor from the Contracting Agency.
H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of
the Contract and no additional payment will be made.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability
and Builder’s Risk (if required by this Contract) shall name the following listed entities as
additional insured(s) using the forms or endorsements required herein:
the Contracting Agency and its officers, elected officials, employees, agents, and
volunteers
the Contracting Agency’s construction administration and design consultants
The above-listed entities shall be additional insured(s) for the full available limits of liability
maintained by the Contractor, irrespective of whether such limits maintained by the Contractor
are greater than those required by this Contract, and irrespective of whether the Certificate of
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Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those
maintained by the Contractor.
For Commercial General Liability insurance coverage, the required additional insured
endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations
and CG 20 37 10 01 for completed operations.
1-07.18(3) Subcontractors
The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that
complies with all applicable requirements of the Contractor-provided insurance as set forth herein,
except the Contractor shall have sole responsibility for determining the limits of coverage required
to be obtained by Subcontractors.
The Contractor shall ensure that all Subcontractors of every tier add all entities listed in
1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that
section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10
01 for ongoing operations and CG 20 37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting
Agency evidence of insurance and copies of the additional insured endorsements of each
Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage.
1-07.18(4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and
endorsements for each policy of insurance meeting the requirements set forth herein when the
Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand
such verification of coverage with these insurance requirements or failure of Contracting Agency
to identify a deficiency from the insurance documentation provided shall not be construed as a
waiver of Contractor’s obligation to maintain such insurance.
Verification of coverage shall include:
1.An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2.Copies of all endorsements naming Contracting Agency and all other entities listed in
1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit
a copy of any blanket additional insured clause from its policies instead of a separate
endorsement.
3.Any other amendatory endorsements to show the coverage required herein.
4.A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements – actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting
Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required
on this Project, a full and certified copy of that policy is required when the Contractor delivers
the signed Contract for the work.
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1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor’s
maintenance of insurance, its scope of coverage, and limits as required herein shall not be
construed to limit the liability of the Contractor to the coverage provided by such insurance, or
otherwise limit the Contracting Agency’s recourse to any remedy available at law or in equity.
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self-insured
retention shall be the responsibility of the Contractor. In the event an additional insured incurs a
liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-
insured retention shall be the responsibility of the Contractor.
1-07.18(5)A Commercial General Liability
Commercial General Liability insurance shall be written on coverage forms at least as broad as
ISO occurrence form CG 00 01, including but not limited to liability arising from premises,
operations, stop gap liability, independent contractors, products-completed operations, personal
and advertising injury, and liability assumed under an insured contract. There shall be no
exclusion for liability arising from explosion, collapse or underground property damage.
The Commercial General Liability insurance shall be endorsed to provide a per project general
aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$1,000,000 Each Occurrence
$2,000,000 General Aggregate
$2,000,000 Products & Completed Operations Aggregate
$1,000,000 Personal & Advertising Injury each offence
$1,000,000 Stop Gap / Employers’ Liability each accident
1-07.18(5)B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be
written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the
transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48
endorsements.
Such policy must provide the following minimum limit:
$1,000,000 Combined single limit each accident
1-07.18(5)C Workers’ Compensation
The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial
Insurance laws of the State of Washington.
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1-07.18(5)K Professional Liability
(January 4, 2016 APWA GSP)
The Contractor and/or its Subcontractor(s) and/or its design consultant providing construction
management, value engineering, or any other design-related non-construction professional
services shall provide evidence of Professional Liability insurance covering professional errors
and omissions.
Such policy shall provide the following minimum limits:
$1,000,000 per claim and annual aggregate
If the scope of such design-related professional services includes work related to pollution
conditions, the Professional Liability insurance shall include coverage for Environmental
Professional Liability.
If insurance is on a claims made form, its retroactive date, and that of all subsequent renewals,
shall be no later than the effective date of this Contract.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
Section 1-07.23(1) is supplemented with the following:
(February 3, 2020 WSDOT GSP)
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.
During actual hours of work, unless protected as described above, only materials
absolutely necessary to construction shall be within the WZCZ and only construction
vehicles absolutely necessary to construction shall be allowed within the WZCZ 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 protected as described above.
Deviation from the above requirements shall not occur unless the Contractor has
requested the deviation in writing and the Engineer has provided written approval.
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Minimum WZCZ distances are measured from the edge of traveled way and will be
determined as follows:
Regulatory
Posted Speed
Distance From
Traveled Way
(Feet)
35 mph or less 10
40 mph 15
45 to 50 mph 20
55 to 60 mph 30
65 mph or greater 35
Minimum Work Zone Clear Zone Distance
(Special Provisions)
Lane closures are subject to the following restrictions:
The Contractor shall prepare and submit a project specific Traffic Control Plan (TCP) to the
Engineer for approval. Review, revision of the TCP may take up to 3 weeks. The Contractor
is alerted that no work affecting traffic operations will be performed until the TCP is approved.
The TCP submittal shall also include necessary phasing and sequencing diagrams to clarify
the proposed order of work and work zones. Traffic Control Plans and Phasing and
Sequencing Plans are the sole responsibility of the Contractor.
The following minimum Traffic Control requirements shall be maintained during the
construction of the project:
1.Lane closures will only be permitted as identified under ‘Special Conditions’ of this
Section.
2.The Contractor shall be responsible for notifying all affected property owners prior to
commencing the barricading of streets, sidewalks and driveways.
3.All driveways shall remain open except as necessary to permit curing of construction
materials or for short periods of time as required for excavations. However, at least
one (1) driveway per parcel shall remain open to vehicular traffic at all times unless
otherwise approved by the Engineer and affected property owner in writing. If a
parcel has only one driveway, then that driveway must be constructed one‐half at a
time to allow the passage of vehicles. The amount of time that a driveway can be
closed will be limited. Business owners and/or residents shall be notified in writing at
least 48 hours in advance of any planned driveway closures.
5.Signs and barricades shall be supplemented by Type C steady burn lights to
delineate edge of roadway during the hours of darkness.
6.Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining
traffic during the life of this contract shall be placed by the Contractor immediately
upon request by the Engineer. In addition, cuts made in the traveled lanes or on
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walkways that are paved shall be temporarily patched with hot mix and maintained
daily until such time as a permanent patch can be made. Payment for crushed
surfacing, gravel and asphalt will be paid at their respective bid items, as included in
the contract.
7.Detours will not be allowed except as noted herein or in the Plans. However, if the
Contractor wants to propose alternate staging and detours, the Contractor shall
prepare the appropriate Traffic Control Plans and Detour Routes to be reviewed and
approved by the City.
8.Traffic Safety Drums with flashers in addition to temporary striping shall be used to
channelize traffic through construction zones. Opposing lanes of traffic shall be
separated by pylons when clearance for drums is not adequate.
9.Temporary paint striping, reflective marking tape, and/or retroreflective tubular
markers shall be required for each shift of traffic control. Paint, reflective marking
tape, and/or retroreflective tubular markers used for temporary striping shall meet the
requirements of Section 8‐23.
10.The Contractor provided Traffic Control Plans shall lay out traffic control device
spacing, tapers, etc., to scale, shall contain accurate dimensions and legends and
shall be signed by the preparer. In developing the Progress Schedule, the
Contractor shall carefully consider the following restrictions to sequencing and
scheduling of the Work. No additional payment shall be made to the Contractor from
the Owner due to time constraints imposed by these requirements.
Special Conditions
Lane closures will be permitted on Wells Ave S as follows:
1)Single lane closure on Wells Ave S will be permitted at all hours.
2)Contractor may be permitted to close additional lanes between the hours of 8:00pm
to 5:00am by request.
Additional Requirements
•The Contractor, at his or her sole expense, may seek approval for extended or
modified working hours. Such Plans must be approved by the Contracting Agency.
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.
(May 2, 2017 APWA GSP)
Revise the third sentence of the second paragraph to read:
Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if
approved by the Contracting Agency activating pedestrian recall timing or other
accommodation may be allowed during construction.
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1-07.23(2) Construction and Maintenance of Detours
Section 1-07.23(2) is supplemented with the following:
The Contractor shall notify King County Metro Transit at least 2 weeks prior to beginning any
construction or installation activities that will affect Transit operations or facilities. Coordination
must be made through the Metro Transit Construction Information Center at:
http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx
Contact Construction Coordinators at telephone number 206-477-1140 or
e-mail: construction.coord@kingcounty.gov
1-07.24 Rights of Way
(July 23, 2015 APWA GSP)
Delete this section 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.
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way
and easements, both permanent and temporary, necessary for carrying out the work.
Exceptions to this are noted in the Bid Documents or will be brought to the Contractor’s
attention by a duly issued Addendum.
Whenever any of the work is accomplished on or through property other than public Right of
Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement
agreement obtained by the Contracting Agency from the owner of the private property.
Copies of the easement agreements may be included in the Contract Provisions or made
available to the Contractor as soon as practical after they have been obtained by the
Engineer.
Whenever easements or rights of entry have not been acquired prior to advertising, these
areas are so noted in the Plans. The Contractor shall not proceed with any portion of the
work in areas where right of way, easements or rights of entry have not been acquired until
the Engineer certifies to the Contractor that the right of way or easement is available or that
the right of entry has been received. If the Contractor is delayed due to acts of omission on
the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the
Contractor will be entitled to an extension of time. The Contractor agrees that such delay
shall not be a breach of contract.
Each property owner shall be given 48 hours notice prior to entry by the 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
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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 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1) Preconstruction Conference
(October 10, 2008 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held between
the Contractor, the Engineer and such other interested parties as may be invited. The
purpose of the preconstruction conference will be:
1.To review the initial progress schedule;
2.To establish a working understanding among the various parties associated or
affected by the work;
3.To establish and review procedures for progress payment, notifications, approvals,
submittals, etc.;
4.To establish normal working hours for the work;
5.To review safety standards and traffic control; and
6.To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
1.A breakdown of all lump sum items;
2.A preliminary schedule of working drawing submittals; and
3.A list of material sources for approval if applicable.
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Add the following new section:
1-08.0(2) Hours of Work
(December 8, 2014 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal
working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m.
and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires
different than the normal working hours stated above, the request must be submitted in
writing prior to the preconstruction conference, subject to the provisions below. The working
hours for the Contract shall be established at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as
noise ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall
submit a written request to the Engineer for consideration. This request shall state what
hours are being requested, and why. Requests shall be submitted for review no later than
noon on the working day prior to the day(s) the Contractor is requesting to change the
hours.
If the Contracting Agency approves such a deviation, such approval may be subject to
certain other conditions, which will be detailed in writing. For example:
1.On non-Federal aid projects, requiring the Contractor to reimburse the Contracting
Agency for the costs in excess of straight-time costs for Contracting Agency
representatives who worked during such times. (The Engineer may require
designated representatives to be present during the work. Representatives who may
be deemed necessary by the Engineer include, but are not limited to: survey crews;
personnel from the Contracting Agency’s material testing lab; inspectors; and other
Contracting Agency employees or third party consultants when, in the opinion of the
Engineer, such work necessitates their presence.)
2.Considering the work performed on Saturdays, Sundays, and holidays as working
days with regard to the contract time.
3.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.
4.If a 4-10 work schedule is requested and approved the non working day for the week
will be charged as a working day.
5.If Davis Bacon wage rates apply to this Contract, all requirements must be met and
recorded properly on certified payroll.
1-08.1 Subcontracting
Section 1-08.1 is supplemented with the following:
(June 3, 2019 WSDOT GSP)
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 shall also guarantee that these
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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 (WSDOT Form 421-012), and
2.Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-
aid Projects (WSDOT Form 420-004).
The Contractor shall submit a completed Monthly Retainage Report (WSDOT Form 272-065)
within 15 calendar days after receipt of every monthly progress payment until every
Subcontractor and lower tier Subcontractor’s retainage has been released. This form shall be
submitted to the Engineer by email to the following email address for the region administering
the Contract:
Eastern Region – ERegionOEO@wsdot.wa.gov
North Central Region – NCRegionOEO@wsdot.wa.gov
Northwest Region – NWRegionOEO@wsdot.wa.gov
Olympic Region – ORegionOEO@wsdot.wa.gov
South Central Region – SCRegionOEO@wsdot.wa.gov
Southwest Region – SWRegionOEO@wsdot.wa.gov
Washington State Ferries – FerriesOEO@wsdot.wa.gov
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 during the life of the
contract and for a period of not less than three years after the date of acceptance of the
contract. The Contractor shall retain these records for that period. The Contractor shall also
guarantee that these records of all Subcontractors and lower tier Subcontractors shall be
available and open to similar inspection or audit for the same time period.
1-08.3 Progress Schedule
1-08.3(2)A Type A Progress Schedule
(March 13, 2012 APWA GSP)
Revise this section to read:
The Contractor shall submit 5 copies of a Type A Progress Schedule no later than at the
preconstruction conference, or some other mutually agreed upon submittal time. The
schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule
format. Regardless of which format used, the schedule shall identify the critical path. The
Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for
corrections within 15 calendar days of receiving the submittal.
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1-08.4 Prosecution of Work
Delete this section and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
Notice to Proceed will be given after the contract has been executed and the contract bond
and evidence of insurance have been approved and filed by the Contracting Agency. The
Contractor shall not commence with the work until the Notice to Proceed has been given by
the Engineer. Work on site shall not commence until the Contracting Agency has received
the Contractor’s COVID-19 Health and Safety Plan (CHSP). The Contractor shall
commence construction activities on the project site within ten days of the Notice to Proceed
Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work
to the physical completion date within the time specified in the contract. Voluntary shutdown
or slowing of operations by the Contractor shall not relieve the Contractor of the
responsibility to complete the work within the time(s) specified in the contract.
When shown in the Plans, the first order of work shall be the installation of high visibility
fencing to delineate all areas for protection or restoration, as described in the Contract.
Installation of high visibility fencing adjacent to the roadway shall occur after the placement
of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon
construction of the fencing, the Contractor shall request the Engineer to inspect the fence.
No other work shall be performed on the site until the Contracting Agency has accepted the
installation of high visibility fencing, as described in the Contract.
Following acceptance of high visibility fencing Contractor shall install fencing to limit access,
COVID-19 sampling and testing stations, and all other onsite control measures identified in
the CHSP and the Governor’s Phase 1 Construction Restart COVID-19 Job Site
Requirements.
1-08.5 Time for Completion
Section 1-08.5 is supplemented with the following:
(March 13, 1995 WSDOT GSP)
This project shall be physically completed within *** 50 *** working days.
(November 30, 2018 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract work is
physically complete. If substantial completion has been granted and all the authorized
working days have been used, charging of working days will cease. Each week the
Engineer will provide the Contractor a statement that shows the number of working days: (1)
charged to the contract the week before; (2) specified for the physical completion of the
contract; and (3) remaining for the physical completion of the contract. The statement will
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also show the nonworking days and any partial or whole day the Engineer declares as
unworkable. Within 10 calendar days after the date of each statement, the Contractor shall
file a written protest of any alleged discrepancies in it. To be considered by the Engineer,
the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and
amount of time disputed. By not filing such detailed protest in that period, the Contractor
shall be deemed as having accepted the statement as correct. If the Contractor is approved
to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in
which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day
of that week will be charged as a working day whether or not the Contractor works on that
day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the contract
after all the Contractor’s obligations under the contract have been performed by the
Contractor. The following events must occur before the Completion Date can be
established:
1.The physical work on the project must be complete; and
2.The Contractor must furnish all documentation required by the contract and required by
law, to allow the Contracting Agency to process final acceptance of the contract. The
following documents must be received by the Project Engineer prior to establishing a
completion date:
a.Certified Payrolls (per Section 1-07.9(5)).
b.Material Acceptance Certification Documents
c.Monthly Reports of Amounts Credited as DBE Participation, as required by the
Contract Provisions.
d.Final Contract Voucher Certification
e.Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
Subcontractors
f.A copy of the Notice of Termination sent to the Washington State Department of
Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the
Notice of Termination by Ecology; and no rejection of the Notice of Termination by
Ecology. This requirement will not apply if the Construction Stormwater General
Permit is transferred back to the Contracting Agency in accordance with Section 8-
01.3(16).
g.Property owner releases per Section 1-07.24
1-08.6 Suspension of Work
(January 2, 2018 WSDOT GSP)
Section 1-08.6 is supplemented with the following:
Contract time may be suspended for procurement of critical materials (Procurement
Suspension). In order to receive a Procurement Suspension, the Contractor shall within 21
calendar days after execution by the Contracting Agency, place purchase orders for all
materials deemed critical by the Contracting Agency for physical completion of the contract.
The Contractor shall provide copies of purchase orders for the critical materials. Such
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purchase orders shall disclose the purchase order date and estimated delivery dates for
such critical material.
The Contractor shall show procurement of the materials listed below as activities in the
Progress Schedule. If the approved Progress Schedule indicates that the materials
procurement are critical activities, and if the Contractor has provided documentation that
purchase orders are placed for the critical materials within the prescribed 21 calendar days,
the contract time will be suspended upon physical completion of all critical work except that
work dependent upon the below listed critical materials:
*** Illumination Equipment, Gateway Monument, and Pedestrian Kiosk ***
Charging of contract time will resume upon delivery of the critical materials to the Contractor
or 120 calendar days after execution by the Contracting Agency, whichever occurs first.
1-08.9 Liquidated Damages
(August 14, 2013 APWA GSP)
Revise the fourth paragraph to read:
When the Contract Work has progressed to Substantial Completion as defined in the
Contract, the Engineer may determine that the work is Substantially Complete. The
Engineer will notify the Contractor in writing of the Substantial Completion Date. For
overruns in Contract time occurring after the date so established, the formula for liquidated
damages shown above will not apply. For overruns in Contract time occurring after the
Substantial Completion Date, liquidated damages shall be assessed on the basis of direct
engineering and related costs assignable to the project until the actual Physical Completion
Date of all the Contract Work. The Contractor shall complete the remaining Work as
promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a
written schedule for completing the physical Work on the Contract.
1-09 MEASUREMENT AND PAYMENT
1-09.2(1) General Requirements for Weighing Equipment
(July 23, 2015 APWA GSP, Option 2)
Revise item 4 of the fifth paragraph to read:
1.Test results and scale weight records for each day’s hauling operations are provided to
the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman’s Daily
Report, unless the printed ticket contains the same information that is on the Scaleman’s
Daily Report Form. The scale operator must provide AM and/or PM tare weights for
each truck on the printed ticket.
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1-09.2(5) Measurement
(May 2, 2017 APWA GSP)
Revise the first paragraph to read:
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform
verification checks on the accuracy of each batch, hopper, or platform scale used in weighing
contract items of Work.
1-09.6 Force Account
(October 10, 2008 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal dollar amounts for all
items to be paid per force account, only to provide a common proposal for Bidders. All such
dollar amounts are to become a part of Contractor's total bid. However, the Contracting
Agency does not warrant expressly or by implication that the actual amount of work will
correspond with those estimates. Payment will be made on the basis of the amount of work
actually authorized by Engineer.
1-09.9 Payments
(March 13, 2012 APWA GSP)
Delete the first four paragraphs and replace them with the following:
The basis of payment will be the actual quantities of Work performed according to the
Contract and as specified for payment.
The Contractor shall submit a breakdown of the cost of lump sum bid items at the
Preconstruction Conference, to enable the Project Engineer to determine the Work
performed on a monthly basis. A breakdown is not required for lump sum items that include
a basis for incremental payments as part 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.
Progress payments for completed work and material on hand will be based upon progress
estimates prepared by the Engineer. A progress estimate cutoff date will be established at
the preconstruction conference.
The initial progress estimate will be made not later than 30 days after the Contractor
commences the work, and successive progress estimates will be made every month
thereafter until the Completion Date. Progress estimates made during progress of the work
are tentative, and made only for the purpose of determining progress payments. The
progress estimates are subject to change at any time prior to the calculation of the final
payment.
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The value of the progress estimate will be the sum of the following:
1.Unit Price Items in the Bid Form — the approximate quantity of acceptable units of
work completed multiplied by the unit price.
2.Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum
breakdown for that item, or absent such a breakdown, based on the Engineer’s
determination.
3.Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or
other storage area approved by the Engineer.
4.Change Orders — entitlement for approved extra cost or completed extra work as
determined by the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1.Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2.The amount of progress payments previously made; and
3.Funds withheld by the Contracting Agency for disbursement in accordance with the
Contract Documents.
Progress payments for work performed shall not be evidence of acceptable performance or
an admission by the Contracting Agency that any work has been satisfactorily completed.
The determination of payments under the contract will be final in accordance with Section
1-05.1.
1-09.9(1) Retainage
Section 1-09.9(1) content and title is deleted and replaced with the following:
(June 27, 2011 WSDOT GSP)
Vacant
1-09.11(3) Time Limitation and Jurisdiction
(November 30, 2018 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that any
claims or causes of action which the Contractor has against the Contracting Agency arising
from the Contract shall be brought within 180 calendar days from the date of final acceptance
(Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any
such claims or causes of action shall be brought only in the Superior Court of the county
where the Contracting Agency headquarters is located, provided that where an action is
asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties
understand and agree that the Contractor’s failure to bring suit within the time period provided,
shall be a complete bar to any such claims or causes of action. It is further mutually agreed
by the parties that when any claims or causes of action which the Contractor asserts against
the Contracting Agency arising from the Contract are filed with the Contracting Agency or
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initiated in court, the Contractor shall permit the Contracting Agency to have timely access to
any records deemed necessary by the Contracting Agency to assist in evaluating the claims
or action.
1-09.13(3) Claims $250,000 or Less
(October 1, 2005 APWA GSP)
Delete this section and replace it with the following:
The Contractor and the Contracting Agency mutually agree that those claims that total
$250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by
nonbinding ADR processes, shall be resolved through litigation unless the parties mutually
agree in writing to resolve the claim through binding arbitration.
1-09.13(3)A Administration of Arbitration
(November 30, 2018 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the
arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the
Superior Court of the county in which the Contracting Agency’s headquarters is located,
provided that where claims subject to arbitration are asserted against a county, RCW
36.01.050 shall control venue and jurisdiction of the Superior Court. The decision of the
arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the
Contract as a basis for decisions.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
1-10.2(1) General
Section 1-10.2(1) is supplemented with the following:
(January 3, 2017 WSDOT GSP)
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
Evergreen Safety Council
12545 135th Ave. NE
Kirkland, WA 98034-8709
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1-800-521-0778
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
1-10.4 Measurement
1-10.4(1) Lump Sum Bid for Project (No Unit Items)
Section 1-10.4(1) is supplemented with the following:
(August 2, 2004 WSDOT GSP)
The proposal contains the item “Project Temporary Traffic Control,” lump sum. The provisions
of Section 1-10.4(1) shall apply.
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DIVISION 2
EARTHWORK
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.1 Description
Section 2-02.1 is supplemented with the following:
For the purpose of this Contract, “Removal of Structure and Obstruction” shall include the
removing, abandoning, protecting, storing, and salvaging, of miscellaneous objects required
to complete the new construction.
The lump sum contract price for “Removal of Structure and Obstruction” shall be full
compensation for furnishing all labor, tools, materials, and equipment necessary to:
•Satisfactorily remove and dispose of the items specified, backfill, and compact the
resulting void.
•Satisfactorily abandon the items specified, including plugging, capping, and backfilling
with CDF or other materials that are required by the Plans or Specifications.
•Satisfactorily salvage the items specified for re-use or to be returned to the property
owner or the City.
The following items shall be removed, abandoned, or salvaged:
Item Action Approx. Location Approx. Qty.
Tree Remove See Site Preparation Plans 6 EA
Tree Grate Salvage See Site Preparation Plans 6 EA
Plaque Remove and
Reinstall
89+18.7, 23.4’ LT
89+53.3, 23.4’ RT
2 EA
Metal & Wood Barrier Remove and
Reinstall ~ STA 89+12, LT 33 LF
Sign Post and Foundation Remove See Site Preparation Plans 3 EA
Waste Receptacle Salvage See Site Preparation Plans 2 EA
Vegetation Remove or
Trimming See Site Preparation Plans 1 LS
Quantities shown are approximate. Quantities are for the Contractor’s convenience and
should be verified prior to bidding.
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If requested by a specific property owner, existing features (such as fencing, etc.) shall be
protected, salvaged, and returned to the property owner.
2-02.3(2) Removal of Bridges, Box Culverts, and other Drainage Structures
Section 2-02.3(2) is supplemented with the following:
Abandoning of Existing Drainage and Sanitary Sewer Pipe Where shown in the Plans or at other locations as determined by the Engineer, the Contractor shall abandon pipes per Section 7-08.3(4) of the Standard Specifications and these Special Provisions.
Removal of Existing Drainage and Sanitary Sewer Pipe
Where shown in the Plans or at other locations as determined by the Engineer, the Contractor
shall remove pipe regardless of the size or type. Pipe shall be removed either in its entirety
or a portion of pipe, as called for in the Plans. Any pipe that is to remain when a portion of the
pipe is to be removed, but is damaged during the removal operation, shall be repaired or
replaced by the Contractor at no expense to the Contracting Agency.
Voids left by drainage pipe removal shall be backfilled with a granular material and compacted
in accordance with Section 2-03.3(14)C.
All materials removed shall become the property of the Contractor and shall be disposed of
outside the project limits.
Removal of Structures
Where shown in the Plans, or at other locations as determined by the Engineer, the Contractor
shall remove catch basins, manholes, or inlets regardless of the size or type. Each Structure
shall be removed in its entirety. Prior to backfilling the resultant void, the Contractor shall plug
and abandon the existing pipe(s) with commercial concrete in accordance with Section 7-
08.3(4).
Voids left by Structure removal shall be backfilled and compacted in accordance with Section
2-03.3(14)C.
All materials removed shall become the property of the Contractor and shall be disposed of
outside the project limits.
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
Section 2-02.3(3) is supplemented with the following:
The Contractor shall remove existing asphalt concrete pavement, cement concrete pavement,
curb and gutter, extruded curb, sidewalk, and other associated roadside elements as shown
on the Plans and approved by the Engineer. Removal shall include excavation of the
underlying soil as required to achieve the subgrade elevations shown on the Plans. Existing
roadside elements to remain that are damaged shall be replaced by the Contractor to City of
Renton standards and at the Contractor’s own expense.
At locations marked by the Engineer, transitions to existing asphalt or cement concrete
driveways, curb and gutter, and walkways shall be vertically saw cut full depth with straight
uniform edges.
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The Contractor shall be responsible for ensuring that special precautions are undertaken so
that no concrete or concrete by-products, or products and by-products used in the saw cut of
asphalt or concrete, are discharged into any storm drain or surface water system.
In accordance with the Department of Ecology guidelines, wastewater from Portland Cement
Concrete, masonry, and asphalt concrete cutting operations shall not be discharged to storm
drainage systems or surface waters. Cutting operations increase the pH of wastewater,
therefore, filtering prior to discharge is NOT acceptable.
To thoroughly clean saw cuts where necessary, the Contractor shall use high pressure water
(high pressure water is considered greater than 1400 p.s.i.).
All wastewater shall be collected using a wet-dry vacuum or pumped into drums for disposal.
Disposal of the waste liquid may be to soil or other porous surfaces away from storm drains
and surface water, only if the Contractor collects and disposes of remaining sediment after
water has filtered into soil or evaporated. Impervious surfaces contaminated with sediment
and grit from cutting, planing, or pulverizing operations shall be cleaned by sweepers to
prevent contaminants from entering the storm drainage system or surface waters when it
rains.
Flushing saw cuts with high-pressure water and collection of wasted water with vacuum
system, and pollution control shall be included in the unit contract price for associated removal
bid items, which require sawcutting.
New Section 2-02.3(4) is added:
2-02.3(4) Salvage
When salvageable material is to remain Contracting Agency property, the Specifications,
Plans, or Contracting Agency will identify the material and describe how the Contractor shall
remove it. Such material shall be stockpiled and/or delivered to the following location after
first contacting the Contracting Agency representative at Eric Cutshall at (425) 430-7400. The
Contractor shall provide the agency a minimum of two (2) working days’ notice prior to
delivering the equipment to:
City of Renton Public Works Yard
3555 NE 2nd Street
Renton, WA 98056
2-02.4 Measurement
Section 2-02.4 is supplemented with the following:
No specific unit of measurement shall be applied to the lump sum bid item “Removal of
Structures and Obstructions”.
“Asphalt Conc. Pavement Removal” shall be measured per square yard, regardless of depth
or material.
“Cement Conc. Sidewalk Removal” shall be measured per square yard, and shall include
concrete driveway approaches, curb ramps, and sidewalk regardless of depth.
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“Curb Removal” shall be measured per linear foot for all types of curb removed, including curb
and gutter, vertical curb, pedestrian curb, or extruded curb.
No measurement for payment shall be made for saw cutting of any kind. Saw cutting shall be
incidental to the other associated Bid items in the Proposal.
No measurement for payment shall be made for filling voids left after demolition.
2-02.5 Payment
Section 2-02.5 is supplemented with the following:
“Removal of Structures and Obstructions”, lump sum.
All items noted for removal/abandonment or salvage on the Site Preparation & TESC Plans
to which other Bid items do not apply shall be considered included in the lump sum Bid item
“Removal of Structures and Obstructions” including, but not limited to, the items shown on the
Plans and those specified herein. Demolition, haul, and disposal of all structures and
materials and dismantling/restoration of surface features to which this Bid item applies shall
also be considered incidental.
“Asphalt Conc. Pavement Removal”, per square yard.
The unit Contract price for “Asphalt Conc. Pavement Removal” per square yard shall be full
compensation for all saw cutting and cleanup, labor, tools, equipment, and materials
necessary to remove and dispose of asphalt concrete pavement.
“Cement Conc. Sidewalk Removal”, per square yard.
The unit Contract prices for “Cement Conc. Sidewalk Removal” and shall be full compensation
for all saw cutting and cleanup, labor, tools, material, and equipment costs necessary or
incidental to completely remove concrete sidewalks, curb ramps, and driveways, regardless
of depth, to the nearest joint and dispose of at an offsite location.
“Curb Removal”, per linear foot.
The unit Contract price for “Curb Removal” shall be full compensation for all saw cutting and
cleanup, labor, tools, material, and equipment costs necessary or incidental to completely
remove curbs of any type and dispose of at an offsite location.
2-04 HAUL
2-04.1 Description
Section 2-04.1 is supplemented with the following:
In reference to the term “haul” as used in Section 2-04 and Section 2-09.3(1)D of the Standard
Specifications, all costs and expenses involved in haul will be considered incidental to the unit
contract prices of the bid items and no additional compensation will be made.
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DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT MIX ASPHALT
5-04 Hot Mix Asphalt
(July 18, 2018 APWA GSP)
Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of plant-mixed hot mix
asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and
the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The
manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with
these Specifications. WMA processes include organic additives, chemical additives, and
foaming.
HMA shall be composed of asphalt binder and mineral materials as may be required, mixed
in the proportions specified to provide a homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Portland Cement 9-01
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing)
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral materials required for the
manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the
documents do not establish the furnishing of any of these mineral materials by the Contracting
Agency, the Contractor shall be required to furnish such materials in the amounts required for
the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of
HMA. The RAP may be from pavements removed under the Contract, if any, or pavement
material from an existing stockpile.
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The Contractor may use up to 20 percent RAP by total weight of HMA with no additional
sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one
sample for every 1,000 tons produced and not less than ten samples per project. The asphalt
content and gradation test data shall be reported to the Contracting Agency when submitting
the mix design for approval on the QPL. The Contractor shall include the RAP as part of the
mix design as defined in these Specifications.
The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder
from different sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA
with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the
Engineer for approval the process that is proposed and how it will be used in the manufacture
of HMA.
Production of aggregates shall comply with the requirements of Section 3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates
from stockpiles shall comply with the requirements of Section 3-02.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the Qualified Products List
(QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1).
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the Engineer.
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the
contract documents.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in
the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores,
prelevel, and pavement repair. Other nonstructural applications of HMA accepted by
commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of
HMA accepted by commercial evaluation will be at the option of the Project Engineer. The
Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the
quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall
provide one of the following mix design verification certifications for Contracting Agency
review;
•The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of
the mix design verification certifications listed below.
•The proposed HMA mix design on WSDOT Form 350-042 with the seal and
certification (stamp & sig-nature) of a valid licensed Washington State Professional
Engineer.
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•The Mix Design Report for the proposed HMA mix design developed by a qualified
City or County laboratory that is within one year of the approval date.**
The mix design shall be performed by a lab accredited by a national authority such as
Laboratory Accredita-tion Bureau, L-A-B for Construction Materials Testing, The Construction
Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program
(AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample
program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
•Have the aggregate structure and asphalt binder content determined in accordance
with WSDOT Standard Operating Procedure 732 and meet the requirements of
Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the
discretion of the Engineer, and 9-03.8(6).
•Have anti-strip requirements, if any, for the proposed mix design determined in
accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate
source compatibility from previous WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix designs older than 12
months from the original verification date with a certification from the Contractor that the
materials and sources are the same as those shown on the original mix design.
Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based
on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes,
AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or
from one of the processes allowed by this section. Testing of the HMA by the Contracting
Agency for mix design approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design
level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum mixing temperature or
serve as a compaction aid for producing HMA. Additives include organic additives, chemical
additives and foaming processes. The use of Additives is subject to the following:
•Do not use additives that reduce the mixing temperature more than allowed in Section
5-04.3(6) in the production of mixtures.
•Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to
describe the proposed additive and process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning October 1st through
March 31st of the following year without written concurrence from the Engineer.
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Do not place HMA on any wet surface, or when the average surface temperatures are less
than those specified below, or when weather conditions otherwise prevent the proper handling
or finishing of the HMA.
Minimum Surface Temperature for Paving
Compacted Thickness
(Feet) Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to .20 45◦F 35◦F
More than 0.20 35◦F 35◦F
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section shall apply.
The Contractor shall keep intersections open to traffic at all times except when paving the
intersection or paving across the intersection. During such time, and provided that there has
been an advance warning to the public, the intersection may be closed for the minimum time
required to place and compact the mixture. In hot weather, the Engineer may require the
application of water to the pavement to accelerate the finish rolling of the pavement and to
shorten the time required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed and signs shall also be
placed marking the detour or alternate route.
During paving operations, temporary pavement markings shall be maintained throughout the
project. Temporary pavement markings shall be installed on the Roadway prior to opening to
traffic. Temporary pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these requirements,
except the cost of temporary pavement markings, shall be included in the unit Contract prices
for the various Bid items involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following requirements:
1.Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt
binder shall be equipped to heat and hold the material at the required temperatures.
The heating shall be accomplished by steam coils, electricity, or other approved means
so that no flame shall be in contact with the storage tank. The circulating system for
the asphalt binder shall be designed to ensure proper and continuous circulation
during the operating period. A valve for the purpose of sampling the asphalt binder
shall be placed in either the storage tank or in the supply line to the mixer.
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2.Thermometric Equipment – An armored thermometer, capable of detecting
temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed
line at a location near the charging valve at the mixer unit. The thermometer location
shall be convenient and safe for access by Inspectors. The plant shall also be
equipped with an approved dial-scale thermometer, a mercury actuated thermometer,
an electric pyrometer, or another approved thermometric instrument placed at the
discharge chute of the drier to automatically register or indicate the temperature of the
heated aggregates. This device shall be in full view of the plant operator.
3.Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed
the maximum recommended by the asphalt binder manufacturer nor shall it be below
the minimum temperature required to maintain the asphalt binder in a homogeneous
state. The asphalt binder shall be heated in a manner that will avoid local variations in
heating. The heating method shall provide a continuous supply of asphalt binder to the
mixer at a uniform average temperature with no individual variations exceeding 25°F.
Also, when a WMA additive is included in the asphalt binder, the temperature of the
asphalt binder shall not exceed the maximum recommended by the manufacturer of
the WMA additive.
4.Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with
a mechanical sampler for the sampling of the mineral materials. The mechanical
sampler shall meet the requirements of Section 1-05.6 for the crushing and screening
operation. The Contractor shall provide for the setup and operation of the field testing
facilities of the Contracting Agency as provided for in Section 3-01.2(2).
5.Sampling HMA – The HMA plant shall provide for sampling HMA by one of the
following methods:
a.A mechanical sampling device attached to the HMA plant.
b.Platforms or devices to enable sampling from the hauling vehicle without
entering the hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a
cover of canvas or other suitable material of sufficient size to protect the mixture from adverse
weather. Whenever the weather conditions during the work shift include, or are forecast to
include, precipitation or an air temperature less than 45°F or when time from loading to
unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA.
The contractor shall provide an environmentally benign means to prevent the HMA mixture
from adhering to the hauling equipment. Excess release agent shall be drained prior to filling
hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate
or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer
shall be in operation during the process of applying the release agent.
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided with an internally heated
vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix
material in lane widths required by the paving section shown in the Plans.
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The HMA paver shall be in good condition and shall have the most current equipment
available from the manufacturer for the prevention of segregation of the HMA mixture installed,
in good condition, and in working order. The equipment certification shall list the make, model,
and year of the paver and any equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s recommendations and
shall effectively produce a finished surface of the required evenness and texture without
tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s
recommendations shall be provided upon request by the Contracting Agency. Extensions will
be allowed provided they produce the same results, including ride, density, and surface
texture as obtained by the primary screed. Extensions without augers and an internally heated
vibratory screed shall not be used in the Traveled Way.
When specified in the Contract, reference lines for vertical control will be required. Lines shall
be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control
utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall
be controlled automatically from reference lines or by means of a mat referencing device and
a slope control device. When the finish of the grade prepared for paving is superior to the
established tolerances and when, in the opinion of the Engineer, further improvement to the
line, grade, cross-section, and smoothness can best be achieved without the use of the
reference line, a mat referencing device may be substituted for the reference line. Substitution
of the device will be subject to the continued approval of the Engineer. A joint matcher may
be used subject to the approval of the Engineer. The reference line may be removed after the
completion of the first course of HMA when approved by the Engineer. Whenever the Engineer
determines that any of these methods are failing to provide the necessary vertical control, the
reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and
accessories necessary for satisfactory operation of the automatic control equipment.
If the paving machine in use is not providing the required finish, the Engineer may suspend
Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the
pavement shall be thoroughly removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval,
unless other-wise required by the contract.
Where an MTD/V is required by the contract, the Engineer may approve paving without an
MTD/V, at the request of the Contractor. The Engineer will determine if an equitable
adjustment in cost or time is due.
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior
to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform
temperature throughout the mixture. If a windrow elevator is used, the length of the windrow
may be limited in urban areas or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1.Shall be self-propelled vehicle, separate from the hauling vehicle or paver.
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2.Shall not be connected to the hauling vehicle or paver.
3.May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
4.Shall mix the HMA after delivery by the hauling equipment and prior to placement
into the paving machine.
5.Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
mixture.
To be approved for use, an MTD:
1.Shall be positively connected to the paver.
2.May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and prior to placement
into the paving machine.
4.Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscilatory, or pneumatic tire type, in good
condition and capable of reversing without backlash. Operation of the roller shall be in
accordance with the manufacturer’s recommendations. When ordered by the Engineer for any
roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s
recommendation for the use of that roller for compaction of HMA. The number and weight of
rollers shall be sufficient to compact the mixture in compliance with the requirements of
Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be
permitted. Rollers producing pickup, washboard, uneven compaction of the surface,
displacement of the mixture or other undesirable results shall not be used.
5-04.3(4) Preparation of Existing Paved Surfaces
W hen the surface of the existing pavement or old base is irregular, the Contractor shall bring
it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be placed may be
accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as
approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require
the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging
across preleveled areas by the compaction equipment. Equipment used for the compaction
of preleveling HMA shall be approved by the Engineer.
Before construction of HMA on an existing paved surface, the entire surface of the pavement
shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall
be entirely removed from the existing pavement. All pavements or bituminous surfaces shall
be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes
and small depressions shall be filled with an appropriate class of HMA. The surface of the
patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat,
or paving, the condition of the surface shall be approved by the Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is
to be placed or abutted; except that tack coat may be omitted from clean, newly paved
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surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the
existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate
between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application
shall be approved by the Engineer. A heavy application of tack coat shall be applied to all
joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces
that will be paved during the same working shift. The spreading equipment shall be equipped
with a thermometer to indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the
Contractor’s operation damages the tack coat it shall be repaired prior to placement of the
HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h
emulsified asphalt may be diluted once with water at a rate not to exceed one part water to
one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may
be applied uniformly at the specified rate of application and shall not exceed the maximum
temperature recommended by the emulsified asphalt manufacturer.
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and
greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign
material when filling with crack sealant material. Use a hot compressed air lance to dry and
warm the pavement surfaces within the crack immediately prior to filling a crack with the
sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks
is not required.
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components
and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt
to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks.
Strike off the sand slurry flush with the existing pavement surface and allow the mixture to
cure. Top off cracks that were not completely filled with additional sand slurry. Do not place
the HMA overlay until the slurry has fully cured.
The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt,
approximately 2 percent portland cement, water (if required), and the remainder clean Class
1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and
then poured into the cracks and joints until full. The following day, any cracks or joints that are
not completely filled shall be topped off with additional sand slurry. After the sand slurry is
placed, the filler shall be struck off flush with the existing pavement surface and allowed to
cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements
of Section 1-06 will not apply to the portland cement and sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
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1.Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2.Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material
in accordance with these requirements and the manufacturer’s recommendations. Furnish a
Type 1 Working Drawing of the manufacturer’s product information and recommendations to
the Engineer prior to the start of work, including the manufacturer’s recommended heating
time and temperatures, allowable storage time and temperatures after initial heating,
allowable reheating criteria, and application temperature range. Confine hot poured sealant
material within the crack. Clean any overflow of sealant from the pavement surface. If, in the
opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant
results in an excessive amount of material on the pavement surface, stop and correct the
operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
A.Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
B.Cracks greater than 1 inch in width – fill with sand slurry.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall excavate pavement repair areas and shall backfill these with HMA in
accordance with the details shown in the Plans and as marked in the field. The Contractor
shall conduct the excavation operations in a manner that will protect the pavement that is to
remain. Pavement not designated to be removed that is damaged as a result of the
Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer
at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a
time unless approved otherwise by the Engineer. The Contractor shall not excavate more area
than can be completely finished during the same shift, unless approved by the Engineer.
Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of
1.0 feet. The Engineer will make the final determination of the excavation depth required. The
minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the
Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by
a pavement grinder. Excavated materials will become the property of the Contractor and shall
be disposed of in a Contractor-provided site off the Right of Way or used in accordance with
Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application
of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot
compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with
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the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper
or a roller.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02.
Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall
be removed from stockpile(s) in a manner to ensure minimal segregation when being moved
to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept
separated until they have been delivered to the HMA plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder, recycling agent and anti-
stripping additives have been introduced into the mixer the HMA shall be mixed until complete
and uniform coating of the particles and thorough distribution of the asphalt binder throughout
the mineral materials is ensured.
When discharged, the temperature of the HMA shall not exceed the optimum mixing
temperature by more than 25°F as shown on the reference mix design report or as approved
by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the
discharge temperature of the HMA shall not exceed the maximum recommended by the
manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at
discharge, will be allowed providing the water causes no problems with handling, stripping, or
flushing. If the water in the HMA causes any of these problems, the moisture content shall be
reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be permitted with approval of
the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for
more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the
Contractor at no expense to the Contracting Agency. The storage facility shall have an
accessible device located at the top of the cone or about the third point. The device shall
indicate the amount of material in storage. No HMA shall be accepted from the storage facility
when the HMA in storage is below the top of the cone of the storage facility, except as the
storage facility is being emptied at the end of the working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to
entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is
evidence of the recycled asphalt pavement not breaking down during the heating and mixing
of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have
been approved by the Engineer. After the required amount of mineral materials, RAP, new
asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be
mixed until complete and uniform coating of the particles and thorough distribution of the
asphalt binder throughout the mineral materials, and RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck off to the grade and
elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to
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distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted
depth of any layer of any course shall not exceed the following:
HMA Class 1” 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course 0.30 feet
other courses 0.35 feet
HMA Class ⅜” 0.15 feet
On areas where irregularities or unavoidable obstacles make the use of mechanical spreading
and finishing equipment impractical, the paving may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material produced for each
JMF shall be placed by separate spreading and compacting equipment. The intermingling of
HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work
shift shall conform to a single JMF established for the class of HMA specified unless there is
a need to make an adjustment in the JMF.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent,
uncompacted void content and fracture will be evaluated in accordance with Section 3-04.
Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the
option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial
Evaluation is specified.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the
following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores,
prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA
accepted by commercial evaluation shall be as approved by the Engineer. Sampling and
testing of HMA accepted by commercial evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The Contractor may request a
change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and
may be made in accordance with this section.
HMA Tolerances and Adjustments
1.Job Mix Formula Tolerances – The constituents of the mixture at the time of
acceptance shall be within tolerance. The tolerance limits will be established as
follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by
adding the tolerances below to the approved JMF values. These values will also
be the Upper Specification Limit (USL) and Lower Specification Limit (LSL)
required in Section 1-06.2(2)D2
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Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a.First, determine preliminary upper and lower acceptance limits by applying
the following tolerances to the approved JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b.Second, adjust the preliminary upper and lower acceptance limits
determined from step (a) the minimum amount necessary so that none of
the aggregate properties are outside the control points in Section 9-03.8(6).
The resulting values will be the upper and lower acceptance limits for
aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2.
2.Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt
binder content of the JMF requires approval of the Engineer. Adjustments to the JMF
will only be considered if the change produces material of equal or better quality and
may require the development of a new mix design if the adjustment exceeds the
amounts listed below.
a.Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the
No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for
the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the
range of the control points in Section 9-03.8(6).
b.Asphalt Binder Content – The Engineer may order or approve changes to
asphalt binder content. The maximum adjustment from the approved mix design
for the asphalt binder content shall be 0.3 percent
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the
Contracting Agency by dividing the HMA tonnage into lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots
A lot is represented by randomly selected samples of the same mix design that will be tested
for acceptance. A lot is defined as the total quantity of material or work produced for each Job
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Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 800 tons, whichever is less except that the final sublot will be a minimum of 400
tons and may be increased to 1200 tons.
All of the test results obtained from the acceptance samples from a given lot shall be evaluated
collectively. If the Contractor requests a change to the JMF that is approved, the material
produced after the change will be evaluated on the basis of the new JMF for the remaining
sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a
CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is
satisfied that material conforming to the Specifications can be produced.
Sampling and testing for evaluation shall be performed on the frequency of one sample per
sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor when ordered by the
Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and
in accordance with AASH-TO T 168. A minimum of three samples should be taken for each
class of HMA placed on a project. If used in a structural application, at least one of the three
samples shall to be tested.
Sampling and testing HMA in a Structural application where quantities are less than 400 tons
is at the discretion of the Engineer.
For HMA used in a structural application and with a total project quantity less than 800 tons
but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases,
a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the
three samples will be tested for conformance to the JMF:
•If the test results are found to be within specification requirements, additional testing
will be at the Engineer’s discretion.
•If test results are found not to be within specification requirements, additional testing of
the remaining samples to determine a Composite Pay Factor (CPF) shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested,
compliance of Va will use WSDOT SOP 731.
Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308.
Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency
will determine a Composite Pay Factor (CPF) using the following price adjustment factors:
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Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″,
⅜″ and No.4 sieves
2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling
within the tolerance limits of the job mix formula shall be accepted at the unit Contract price
with no further evaluation. When one or more constituents fall outside the nonstatistical
tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot
shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The
nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF
shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or
samples from the Roadway shall be tested to provide a minimum of three sets of results for
evaluation.
5-04.3(9)C5 Vacant
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF
is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals
the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix
compliance price adjustment will be calculated as the product of the NCMF, the quantity of
HMA in the lot in tons, and the unit Contract price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay
factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
5-04.3(9)C7 Mixture Nonstatistical Evaluation – Retests
The Contractor may request a sublot be retested. To request a retest, the Contractor shall
submit a written request within 7 calendar days after the specific test results have been
received. A split of the original acceptance sample will be retested. The split of the sample will
not be tested with the same tester that ran the original acceptance test. The sample will be
tested for a complete gradation analysis, asphalt binder content, and, at the option of the
agency, Va. The results of the retest will be used for the acceptance of the HMA in place of
the original sublot sample test results. The cost of testing will be deducted from any monies
due or that may come due the Contractor under the Contract at the rate of $500 per sample.
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5-04.3(9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and having all
constituents falling within the tolerance limits of the job mix formula shall be accepted at the
unit Contract price with no further evaluation. When one or more constituents fall outside the
commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be
evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The
commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF
shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or
samples from the street shall be tested to provide a minimum of three sets of results for
evaluation.
For each lot of HMA mix produced and tested under Commercial Evaluation when the
calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined.
The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The
Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the
quantity of HMA in the lot in tons, and the unit Contract price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay
factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes
for intersections, ramps, truck climbing, weaving, and speed change, and having a specified
compacted course thickness greater than 0.10-foot, shall be compacted to a specified level
of relative density. The specified level of relative density shall be a Composite Pay Factor
(CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL
of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be
determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will
be determined by the evaluation of the density of the pavement. The density of the pavement
shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge
correlation will be at the discretion of the Engineer, when using the nuclear density gauge and
WSDOT SOP 736 when using cores to determine density.
Tests for the determination of the pavement density will be taken in accordance with the
required procedures for measurement by a nuclear density gauge or roadway cores after
completion of the finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine density the test
procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix
is placed and prior to opening to traffic.
Roadway cores for density may be obtained by either the Contracting Agency or the
Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches
minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the
Contracting Agency in accordance with WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the
Contractor in the presence of the Engineer on the same day the mix is placed and at locations
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designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the
Contracting Agency will obtain the cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request
after the Engineer is satisfied that material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under conditions
other than those listed above shall be compacted on the basis of a test point evaluation of the
compaction train. The test point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction train, required to
attain the maximum test point density, shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel
rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the
Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did not meet the minimum
of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00
and thus subject to a price reduction or rejection, the Contractor may request that a core be
used for determination of the relative density of the sublot. The relative density of the core will
replace the relative density determined by the nuclear density gauge for the sublot and will be
used for calculation of the CPF and acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the Contractor, they shall
be requested by noon of the next workday after the test results for the sublot have been
provided or made available to the Contractor. Core locations shall be outside of wheel paths
and as determined by the Engineer. Traffic control shall be provided by the Contractor as
requested by the Engineer. Failure by the Contractor to provide the requested traffic control
will result in forfeiture of the request for cores. When the CPF for the lot based on the results
of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies
due or that may become due the Contractor under the Contract at the rate of $200 per core
and the Contractor shall pay for the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition so that no undue
displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment
shall be compacted by other mechanical means. Any HMA that becomes loose, broken,
contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be
removed and replaced with new hot mix that shall be immediately compacted to conform to
the surrounding area.
The type of rollers to be used and their relative position in the compaction sequence shall
generally be the Contractor’s option, provided the specified densities are attained. Unless the
Engineer has approved otherwise, rollers shall only be operated in the static mode when the
internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller
shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall
only be operated in static mode on bridge decks.
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5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the pavement that are less than
90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may
evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT
SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section
with two or more density readings below 90 percent of the theoretical maximum density.
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance
testing performed by the Contracting Agency dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix design that will be tested
for acceptance. A lot is defined as the total quantity of material or work produced for each Job
Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 400 tons, whichever is less except that the final sublot will be a minimum of 200
tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests
per sublot per WSDOT T 738.
The sublot locations within each density lot will be determined by the Engineer. For a lot in
progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the
Engineer is satisfied that material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under conditions
other than those listed above shall be compacted on the basis of a test point evaluation of the
compaction train. The test point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction train, required to
attain the maximum test point density, shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts
shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing
The location of the HMA compaction acceptance tests will be randomly selected by the
Engineer from within each sublot, with one test per sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one or two sublots, having all sublots attain a relative density
that is 92 percent of the reference maximum density the HMA shall be accepted at the unit
Contract price with no further evaluation. When a sublot does not attain a relative density that
is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with
Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however,
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lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below
1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance
per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be
completed as required to provide a minimum of three tests for evaluation.
For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will
be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by
40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the
quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of
mix.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements shall be rejected. The
Contractor may propose, in writing, alternatives to removal and replacement of rejected
material. Acceptability of such alternative proposals will be determined at the sole discretion
of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-
06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to
the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective material and replace it
with new material. Any such new material will be sampled, tested, and evaluated for
acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section of Roadway that
appears defective. Material rejected before placement shall not be incorporated into the
pavement. Any rejected section of Roadway shall be removed.
No payment will be made for the rejected materials or the removal of the materials unless the
Contractor requests that the rejected material be tested. If the Contractor elects to have the
rejected material tested, a minimum of three representative samples will be obtained and
tested. Acceptance of rejected material will be based on conformance with the nonstatistical
acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment
will be made for the rejected material; in addition, the cost of sampling and testing shall be
borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and
testing will be borne by the Contracting Agency. If the material is rejected before placement
and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at
a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to
0.75, compensation for the rejected material will be at the calculated CPF with an addition of
25 percent of the unit Contract price added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the Engineer may also isolate
from a normal sublot any material that is suspected of being defective in relative density,
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gradation or asphalt binder content. Such isolated material will not include an original sample
location. A minimum of three random samples of the suspect material will be obtained and
tested. The material will then be statistically evaluated as an independent lot in accordance
with Section 1-06.2(2).
5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected. When a sublot is
rejected a minimum of two additional random samples from this sublot will be obtained. These
additional samples and the original sublot will be evaluated as an independent lot in
accordance with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA placement until such
time as the Engineer is satisfied that material conforming to the Specifications can be
produced:
1.When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the
Contractor is taking no corrective action, or
2.When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95
and the Contractor is taking no corrective action, or
3.When either the PFi for any constituent or the CPF of a lot in progress is less than
0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top or wearing course is
a continuous operation or as close to continuous as possible. Unscheduled transverse joints
will be allowed and the roller may pass over the unprotected end of the freshly laid mixture
only when the placement of the course must be discontinued for such a length of time that the
mixture will cool below compaction temperature. When the Work is resumed, the previously
compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness
of the course.
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse
joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall
be separated from the permanent HMA by strips of heavy wrapping paper or other methods
approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a
slightly beveled edge for the full thickness of the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers
or tamping irons shall be used to seal the joint.
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5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course immediately below by
not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing
course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge
joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless
otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of
not less than the maximum aggregate size or more than ½ of the compacted lift thickness and
then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched
wedge joint shall be uniformly compacted.
5-04.3(12)B Bridge Paving Joint Seals
5-04.3(12)B1 HMA Sawcut and Seal
Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of
the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the
bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a
manner that they remain functional for use in aligning the sawcut after placing the overlay.
Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application
procedure.
Construct the bridge paving joint seal as specified ion the Plans and in accordance with the
detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown
in the Standard Plan. Con-struct the sawcut in accordance with Section 5-05.3(8)B and the
manufacturer’s application procedure.
5-04.3(12)B2 Paved Panel Joint Seal
Construct the paved panel joint seal in accordance with the requirements specified in section
5-04.3(12)B1 and the following requirement:
1.Clean and seal the existing joint between concrete panels in accordance with Section
5-01.3(8) and the details shown in the Standard Plans.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown
and grade, and free from defects of all kinds. The completed surface of the wearing course
shall not vary more than ⅛ inch from the lower edge of a 10-foot straightedge placed on the
surface parallel to the centerline. The transverse slope of the completed surface of the wearing
course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in
the Plans.
When deviations in excess of the above tolerances are found that result from a high place in
the HMA, the pavement surface shall be corrected by one of the following methods:
1.Removal of material from high places by grinding with an approved grinding machine,
or
2.Removal and replacement of the wearing course of HMA, or
3.By other method approved by the Engineer.
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Correction of defects shall be carried out until there are no deviations anywhere greater than
the allowable tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA and
deviations resulting from a high place where corrective action, in the opinion of the Engineer,
will not produce satisfactory results will be accepted with a price adjustment. The Engineer
shall deduct from monies due or that may become due to the Contractor the sum of $500.00
for each and every section of single traffic lane 100 feet in length in which any excessive
deviations described above are found.
When utility appurtenances such as manhole covers and valve boxes are located in the
traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving.
This requirement may be waived when requested by the Contractor, at the discretion of the
Engineer or when the adjustment details provided in the project plan or specifications call for
utility appurtenance adjustments after the completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-
04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the
start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planning plan must be approved by the Engineer and a pre planning meeting must be
held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning
submittals.
Locations of existing surfacing to be planed are as shown in the Drawings.
Where planing an existing pavement is specified in the Contract, the Contractor must remove
existing surfacing material and to reshape the surface to remove irregularities. The finished
product must be a prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in the Contract. Do not use
the planer on the final wearing course of new HMA.
Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage
the surface which is to remain. The finished planed surface must be slightly grooved or
roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The
Contractor must repair any damage to the sur-face by the Contractor’s planing equipment,
using an Engineer approved method.
Repair or replace any metal castings and other surface improvements damaged by planing,
as deter-mined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a
minimum of 4 inches of curb reveal after placement and compaction of the final wearing
course. The dimensions of the wedge must be as shown on the Drawings or as specified by
the Engineer.
A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet
lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical
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faces 2 inches or more in height, producing a smooth transition to the existing adjoining
pavement.
After planing is complete, planed surfaces must be swept, cleaned, and if required by the
Contract, patched and preleveled.
The Engineer may direct additional depth planing. Before performing this additional depth
planing, the Contractor must conduct a hidden metal in pavement detection survey as
specified in Section 5-04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth planing required by the
Engineer, the Contractor must conduct a physical survey of existing pavement to be planed
with equipment that can iden-tify hidden metal objects.
Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden
in pavement.
The Contractor is solely responsible for any damage to equipment resulting from the
Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s
failure to notify the Engineer of any hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-
10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor
must comply with the following:
1. Intersections:
a.Keep intersections open to traffic at all times, except when paving or planing
operations through an intersection requires closure. Such closure must be kept
to the minimum time required to place and compact the HMA mixture, or plane
as appropriate. For paving, schedule such closure to individual lanes or
portions thereof that allows the traffic volumes and schedule of traffic volumes
required in the approved traffic control plan. Schedule work so that adjacent
intersections are not impacted at the same time and comply with the traffic
control restrictions required by the Traffic Engineer. Each individual
intersection closure or partial closure, must be addressed in the traffic control
plan, which must be submitted to and accepted by the Engineer, see Section
1-10.2(2).
b.When planing or paving and related construction must occur in an intersection,
consider scheduling and sequencing such work into quarters of the
intersection, or half or more of an intersection with side street detours. Be
prepared to sequence the work to individual lanes or portions thereof.
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c.Should closure of the intersection in its entirety be necessary, and no trolley
service is impacted, keep such closure to the minimum time required to place
and compact the HMA mixture, plane, remove asphalt, tack coat, and as
needed.
d.Any work in an intersection requires advance warning in both signage and a
number of Working Days advance notice as determined by the Engineer, to
alert traffic and emergency services of the intersection closure or partial
closure.
e.Allow new compacted HMA asphalt to cool to ambient temperature before any
traffic is allowed on it. Traffic is not allowed on newly placed asphalt until
approval has been obtained from the Engineer.
2.Temporary centerline marking, post-paving temporary marking, temporary stop bars,
and maintaining temporary pavement marking must comply with Section 8-23.
3.Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate paving plan to the
Engineer at least 5 Working Days in advance of each operation’s activity start date. These
plans must show how the moving operation and traffic control are coordinated, as they will be
discussed at the pre-planing briefing and pre-paving briefing. When requested by the
Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or
larger size Shop Drawings with a scale showing both the area of operation and sufficient detail
of traffic beyond the area of operation where detour traffic may be required. The scale on the
Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient
detail is shown.
The planing operation and the paving operation include, but are not limited to, metal detection,
removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply
trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide adequately sized and noticeable
signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic
control plan must show where peace officers will be stationed when signalization is or may
be, countermanded, and show ar-eas where flaggers are proposed.
At a minimum, the planing and the paving plan must include:
1.A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s
traffic control as it relates to the specific requirements of that day’s planing and paving.
Briefly describe the se-quencing of traffic control consistent with the proposed planing
and paving sequence, and scheduling of placement of temporary pavement markings
and channelizing devices after each day’s planing, and paving.
2.A copy of each intersection’s traffic control plan.
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3.Haul routes from Supplier facilities, and locations of temporary parking and staging
areas, including return routes. Describe the complete round trip as it relates to the
sequencing of paving operations.
4.Names and locations of HMA Supplier facilities to be used.
5.List of all equipment to be used for paving.
6.List of personnel and associated job classification assigned to each piece of paving
equipment.
7.Description (geometric or narrative) of the scheduled sequence of planing and of
paving, and intended area of planing and of paving for each day’s work, must include
the directions of proposed planing and of proposed paving, sequence of adjacent lane
paving, sequence of skipped lane paving, intersection planing and paving scheduling
and sequencing, and proposed notifications and coordinations to be timely made. The
plan must show HMA joints relative to the final pavement marking lane lines.
8.Names, job titles, and contact information for field, office, and plant supervisory
personnel.
9.A copy of the approved Mix Designs.
10.Tonnage of HMA to be placed each day.
11.Approximate times and days for starting and ending daily operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first planing operation, or as
scheduled by the Engineer for future paving and planing operations to ensure the Contractor
has adequately prepared for notifying and coordinating as required in the Contract, the
Contractor must be prepared to discuss that day’s operations as they relate to other entities
and to public safety and convenience, including driveway and business access, garbage truck
operations, Metro transit operations and working around energized overhead wires, school
and nursing home and hospital and other accesses, other contractors who may be operating
in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and
Subcontractors that may be part of that day’s operations, must meet with the Engineer and
discuss the proposed operation as it relates to the submitted planing plan and paving plan,
approved traffic control plan, and public convenience and safety. Such discussion includes,
but is not limited to:
1.General for both Paving Plan and for Planing Plan:
a.The actual times of starting and ending daily operations.
b.In intersections, how to break up the intersection, and address traffic
control and signalization for that operation, including use of peace officers.
c.The sequencing and scheduling of paving operations and of planing
operations, as applicable, as it relates to traffic control, to public
convenience and safety, and to other con-tractors who may operate in the
Project Site.
d.Notifications required of Contractor activities, and coordinating with other
entities and the public as necessary.
e.Description of the sequencing of installation and types of temporary
pavement markings as it relates to planning and to paving.
f.Description of the sequencing of installation of, and the removal of,
temporary pavement patch material around exposed castings and as may
be needed
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g.Description of procedures and equipment to identify hidden metal in the
pavement, such as survey monumentation, monitoring wells, street car rail,
and castings, before planning, see Section 5-04.3(14)B2.
h.Description of how flaggers will be coordinated with the planing, paving,
and related operations.
i.Description of sequencing of traffic controls for the process of rigid
pavement base repairs.
j.Other items the Engineer deems necessary to address.
2. Paving – additional topics:
a.When to start applying tack and coordinating with paving.
b.Types of equipment and numbers of each type equipment to be used. If
more pieces of equipment than personnel are proposed, describe the
sequencing of the personnel operating the types of equipment. Discuss the
continuance of operator personnel for each type equip-ment as it relates to
meeting Specification requirements.
c.Number of JMFs to be placed, and if more than one JMF how the
Contractor will ensure different JMFs are distinguished, how pavers and
MTVs are distinguished if more than one JMF is being placed at the time,
and how pavers and MTVs are cleaned so that one JMF does not adversely
influence the other JMF.
d.Description of contingency plans for that day’s operations such as
equipment breakdown, rain out, and Supplier shutdown of operations.
e.Number of sublots to be placed, sequencing of density testing, and other
sampling and testing.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section
5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to
traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the Plans or where staked by
the Engineer. The Work shall be performed in accordance with Section 5-04.
5-04.4 Measurement
HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured
by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of
asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects
to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be
measured.
Roadway cores will be measured per each for the number of cores taken.
Preparation of untreated roadway will be measured by the mile once along the centerline of
the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes,
service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile.
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Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01
mile or by the square yard, whichever is designated in the Proposal.
Pavement repair excavation will be measured by the square yard of surface marked prior to
excavation.
Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2.
Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton,
whichever is designated in the Proposal.
Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4.
Longitudinal joint seals between the HMA and cement concrete pavement will be measured
by the linear foot along the line and slope of the completed joint seal.
Planing bituminous pavement will be measured by the square yard.
Temporary pavement marking will be measured by the linear foot as provided in Section 8-
23.4.
Water will be measured by the M gallon as provided in Section 2-07.4.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
“HMA Cl. ___ PG ___”, per ton.
“HMA for Approach Cl. ___ PG ___”, per ton.
“HMA for Preleveling Cl. ___ PG ___”, per ton.
“HMA for Pavement Repair Cl. ___ PG ___”, per ton.
“Commercial HMA”, per ton.
The unit Contract price per ton for “HMA Cl. ___ PG ___”, “HMA for Approach Cl. ___ PG
___”, “HMA for Preleveling Cl. ___ PG ___”, “HMA for Pavement Repair Cl. ___ PG ___”, and
“Commercial HMA” shall be full compensation for all costs, including anti-stripping additive,
incurred to carry out the requirements of Section 5-04 except for those costs included in other
items which are included in this Subsection and which are included in the Proposal.
“Preparation of Untreated Roadway”, per mile.
The unit Contract price per mile for “Preparation of Untreated Roadway” shall be full pay for
all Work described under 5-04.3(4) , with the exception, however, that all costs involved in
patching the Roadway prior to placement of HMA shall be included in the unit Contract price
per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not
include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared
as specified, but the Work shall be included in the Contract prices of the other items of Work.
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“Preparation of Existing Paved Surfaces”, per mile.
The unit Contract Price for “Preparation of Existing Paved Surfaces” shall be full pay for all
Work described under Section 5-04.3(4) with the exception, however, that all costs involved
in patching the Roadway prior to placement of HMA shall be included in the unit Contract price
per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not
include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared
as specified, but the Work shall be included in the Contract prices of the other items of Work.
“Crack Sealing”, by force account.
“Crack Sealing” will be paid for by force account as specified in Section 1-09.6. For the
purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered
an amount in the Proposal to become a part of the total Bid by the Contractor.
“Pavement Repair Excavation Incl. Haul”, per square yard.
The unit Contract price per square yard for “Pavement Repair Excavation Incl. Haul” shall be
full payment for all costs incurred to perform the Work described in Section 5-04.3(4) with the
exception, however, that all costs involved in the placement of HMA shall be included in the
unit Contract price per ton for “HMA for Pavement Repair Cl. ___ PG ___”, per ton.
“Asphalt for Prime Coat”, per ton.
The unit Contract price per ton for “Asphalt for Prime Coat” shall be full payment for all costs
incurred to obtain, provide and install the material in accordance with Section 5-04.3(4).
“Prime Coat Agg.”, per cubic yard, or per ton.
The unit Contract price per cubic yard or per ton for “Prime Coat Agg.” shall be full pay for
furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate
in the quantities required by the Engineer.
“Asphalt for Fog Seal”, per ton.
Payment for “Asphalt for Fog Seal” is described in Section 5-02.5.
“Longitudinal Joint Seal”, per linear foot.
The unit Contract price per linear foot for “Longitudinal Joint Seal” shall be full payment for all
costs incurred to perform the Work described in Section 5-04.3(12).
“Planing Bituminous Pavement”, per square yard.
The unit Contract price per square yard for “Planing Bituminous Pavement” shall be full
payment for all costs incurred to perform the Work described in Section 5-04.3(14).
“Temporary Pavement Marking”, per linear foot.
Payment for “Temporary Pavement Marking” is described in Section 8-23.5.
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“Water”, per M gallon.
Payment for “Water” is described in Section 2-07.5.
“Job Mix Compliance Price Adjustment”, by calculation.
“Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section
5-04.3(9)C6.
“Compaction Price Adjustment”, by calculation.
“Compaction Price Adjustment” will be calculated and paid for as described in Section 5-
04..3(10)D3.
“Roadway Core”, per each.
The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall
be incidental and included within the unit Bid price per each and no additional payments will
be made.
“Cyclic Density Price Adjustment”, by calculation.
“Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 5-
04.3(10)B.
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DIVISION 6
STRUCTURES
6-07 PAINTING
6-07.1 Description
Section 6-07.1 is supplemented with the following:
This work shall consist of painting systems and colors for metal elements as shown on the
Plans.
6-07.2 Materials
Section 6-07.2 is supplemented with the following:
Paint materials shall comply with the requirements in Section 9-08 unless described in this
section.
The Contractor shall submit (3) samples of each custom color, textures, and gloss for
approval. Metal coupon samples shall be three (3) inches by five (5) inches. Paint colors and
paint systems shall be as shown in the following table for the following items:
Paint Color / Paint System Table
Specification
Section
Item Paint Color Paint System
8-21
Pedestrian
Directional Post
“Rust” Textured Multicolor Powder
Coat System, see
below
8-26 Gateway
Monument: L-
Shaped Frame,
Cabinet Box
Removable Access
Door Panel
“Rust” Textured Multicolor Powder
Coat System, see
below
8-26 Gateway
Monument: Graphic
Panel
PMS 7455 ‘Navy Blue” Powder Coat System,
per WSDOT Specs
8-27
Pedestrian Kiosk: L-
Shaped Frame,
Cabinet Box
“Rust” Textured Multicolor Powder
Coat System, see
below
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Removable Access
Door Panel
8-27 Pedestrian Kiosk:
Graphic Panel
PMS 7455 ‘Navy Blue” Powder Coat System,
per WSDOT Specs
8-30 Waste Receptacle “Black”
Powder Coat, paint
system shall be per
manufacturer
8-31 Bench “Black”
Powder Coat, paint
system shall be per
manufacturer
9-29.6(1)D
Decorative
Pedestrian
Luminaire Poles and
Bases
RAL 9005TX “Jet Black”
Per Section 6-07.2(1)
of these Special
Provisions
9-29.10(2)A
Decorative
Pedestrian
Luminaire and arm
assembly, flower
basket arms and
banner arms
RAL 9005TX “Jet Black”
Per Section 6-07.2(1)
of these Special
Provisions
9-29.10(2)B
Decorative
Roadway Luminaire
and arm assembly
RAL 9005TX “Jet Black”
Per Section 6-07.2(1)
of these Special
Provisions
Galvanizing
All fabricated steel components and materials to be galvanized per ASTM 123.
All steel hardware components and materials to be galvanized per ASTM 153.
Paint materials shall comply with the requirements in Section 9-08 unless described in this
section.
Multicolor Powder Coat System
Multicolor powder coat shall be a low gloss urethane coating system including a brown base
powder coat and a metallic copper pigment top coat which yields to a mottled dark brown and
reddish brown tones looking like real distressed aged bronze. Multicolor powder coat system
shall be resistant to ultraviolet rays, rust and fingerprints.
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Add new Section 6-07.2(1):
6-07.2(1) Materials for Signal and Luminaire Poles, Luminaires, Terminal Cabinets and
Video Detection Systems
The Contractor shall provide a swatch paint sample from the pole manufacturer for use as a
color match for the Engineer’s approval prior to factory finish coating. Contractor shall also
provide two gallons of touch-up paint to the City.
Painting plan submittals shall be per Standard Specifications Section 6-07 Painting.
Aluminum Poles, Aluminum Sub-Assemblies and Aluminum Luminaire Housings
Specifications:
Aluminum poles, luminaires, terminal cabinets and other aluminum components shall be
factory primed and painted with polyester powder coating to recommended industry standards
and shall meet AAMA 2604 performance requirements and test procedures.
Additional anti-graffiti coating shall be applied to all poles and bases (minimum 14 feet in
height). Anti-graffiti coating shall be Amershield TVOC anti-graffiti, tinted bronze and the
Contractor shall demonstrate the cleaning procedure to the City Maintenance Department
Representative.
6-07.3 Construction Requirements
Section 6-07.3 is supplemented with the following:
The Contractor shall submit three (3) samples of each custom color, textures, and gloss for
Engineer’s approval. Metal coupon samples shall be three (3) inches by five (5) inches.
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Add New Section 6-07.3(14):
6-07.3(14) Painting of Aluminum Surfaces
All aluminum items specified herein to be powder coated shall be factory primed and powder
coated in accordance with the manufacturer’s recommendations and 2020 WSDOT Standard
Specifications.
The paint color of aluminum surfaces shall be per 6-07.2
6-07.5 Payment
Section 6-07.5 is supplemented with the following:
Measurement and payment for all painting and finishes including anti-graffiti coatings shall be
incidental to the related bid items that receive the painting and finishes included all labor,
equipment, materials, and tools necessary to complete the work as shown on the Plans and
required by the Specifications.
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DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS,
WATER MAINS, AND CONDUITS
7-01 DRAINS
7-01.1 Description
Section 7-01.1 is supplemented with the following:
This work shall also include removing and replacing downspout and roof drains as noted on
the Plans.
7-01.2 Materials
The second paragraph of Section 7-01.2 is supplemented with the following:
All drain pipe shall be polyvinyl chloride (PVC) in accordance with Section 9-05.2(6) of the
Standard Specifications.
7-01.3 Construction Requirements
Section 7-01.3 is supplemented with the following:
Existing roof drains or downspouts that are currently piped to existing curb and gutter shall be
reinstalled with new pipe and fittings to drain to new curb and gutter. Construct drains to
existing downspouts as detailed on the Plans.
7-01.4 Measurement
Section 7-01.4 is supplemented with the following:
No specific unit measurement will apply to the lump sum price for installing downspouts or
roof drains.
7-01.5 Payment
Section 7-01.5 is supplemented with the following:
Payment will be made for the following bid item:
“Downspout and Roof Drains”, per lump sum.
The lump sum price for “Downspout and Roof Drains” shall be full pay for removing existing
downspout and roof drains; replacing with new pipe, couplings, fittings for connections,
thickened sidewalk and rebar, labor, tools, and equipment necessary to satisfactorily complete
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the work as indicated on the Plans, and defined in the Standard Specifications and these
Special Provisions.
7-04 STORM SEWERS
7-04.2 Materials
Ductile Iron Storm Sewer Pipe shall conform to the requirements of Section 9-05.13 of the
Standard Specifications.
Ductile Iron Storm Sewer Pipe with Polywrap shall conform to the requirements of Section 9-
05.13 shall conform to the requirements of Section 9-05.13 of the Standard Specification
except the pipe shall be Special Thickness Class 52 and shall be wrapped with 8-mil black,
tube-type, polyethylene plastic per AWWA C105 standards.
PVC C900 Pipe for Storm Sewer shall conform to the requirements for PVC Pressure Pipe (4
inches and over) described in Section 9-30.1(5)A of the Standard Specifications.
Where bends are specifically called out on the plans, they shall be of the same material and
manufacturer as the main pipe and meet the manufacturer’s recommendations.
The second paragraph of Section 7-04.2 is supplemented as follows:
The Contractor shall require pipe suppliers to furnish certificates signed by their authorized
representative, stating the specifications to which the materials or products were
manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer
for approval. Certificates showing nonconformance with the Contract shall be sufficient
evidence for rejection. Approval of certificates shall be considered only as tentative
acceptance of the materials and products, and such action by Engineer will not relieve
Contractor of his/her responsibility to perform field tests and to replace or repair faulty
materials, equipment, and/or workmanship and Contractor’s own expense.
Section 7-04.2 is supplemented with the following:
Dense foam shall be 6.0 pounds per cubic foot closed cell Polyethylene foam.
Bank Run Gravel for Trench Backfill Storm shall conform to Section 9-03.19.
Direct Pipe Tee Connections:
Direct pipe tee connections for use in gravity-flow sewer and storm drainage direct
connections to pipe shall be Inserta Tee service connections, as manufactured by Inserta Tee
and shall meet ASTM F2946 and consist of a PVC hub, rubber sleeve, and stainless steel
band. Connection shall be a compression fit into the cored wall of a mainline pipe. Hub shall
be made from heavy-duty PVC material. Stainless steel clamping assembly shall be of SS
#301 for the band and housing and SS #305 for screws. Rubber sleeve and gasket, when
applicable, shall meet the requirements of ASTM F477. Gaskets shall be installed by the
manufacturer. A water-based solution provided by the manufacturer shall be used during
assembly. Inserta Tee product shall provide a water connection according to the requirements
of ASTM D3212.
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7-04.5 Payment
Section 7-04.5 is supplemented with the following:
“Ductile Iron Storm Sewer Pipe __ In. Diam.”, per linear foot.
The unit Contract price per linear foot for storm sewer pipe of any kind and size specified shall
be full pay for all labor, tools, materials, and equipment necessary to provide and install the
item complete including removal, hauling, and disposing of pavement; Structure excavation
including haul; backfilling with native material; bedding materials; compaction; and cleaning
(flushing), polyethylene encasement, and testing the pipe.
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
7-05.2 Materials
Section 7-05.2 is supplemented by adding the following:
New frame and grates shall be per City of Renton Standard Plans 204.00, 204.20, and 204.30.
7-05.3 Construction Requirements
Section 7-05.3 is supplemented by adding the following:
Connection to manholes or catch basins for storm sewer pipe less than 24-inch shall be “Kor-
n-Seal” boot or approved equal.
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
Section 7-05.3(1) is replaced with:
Where shown in the Plans or where directed by the Engineer, the existing manholes, catch
basins, area drains, cleanouts, or inlets shall be adjusted to the grade as staked or otherwise
designated by the Engineer.
The existing cast iron ring and cover on manholes and the catch basin frame and grate shall
first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point,
the existing structure shall be raised or lowered to the required elevation.
The Contractor shall construct manholes so as to provide adjustment space for setting cover
and casting to a finished grade as shown on the Construction Plans. Manhole ring and covers
shall be adjusted to the finished elevations per standard detail 400.1, prior to final acceptance
of the Work. Manholes in unimproved areas shall be adjusted to 6” above grade.
In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced
with crushed rock or gravel shall be constructed to a point approximately eight inches below
the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off
and covered in a similar manner. The Contractor shall carefully reference each manhole so
that they may be easily found upon completion of the street Work. After placing the gravel or
crushed stone surfacing, the manholes and manhole castings shall be constructed to the
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Downtown Core Streetscape Phase 1 August 2020
finished grade of the roadway surface. Excavation necessary for bringing manholes to grade
shall center about the manhole and be held to the minimum area necessary. At the completion
of the manhole adjustment, the void around the manhole shall be backfilled with materials
which result in the section required on the typical roadway section, and be thoroughly
compacted.
In cement concrete pavement: manholes, catch basins, and similar structures shall be
constructed and adjusted in the same manner as outlined above except that the final
adjustment shall be made and cast iron frame be set after forms have been placed and
checked. In placing the concrete pavement, extreme care shall be taken not to alter the
position of the casting in any way.
In asphalt concrete pavement: manholes shall not be adjusted until the pavement is
completed, at which time the center of each manhole shall be carefully relocated from
references previously established by the Contractor. The pavement shall be cut in a restricted
area and base material be removed to permit removal of the cover. The manhole shall then
be brought to proper grade utilizing the same methods of construction as for the manhole
itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the
desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the
diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet.
The base materials and crushed rock shall be removed, and Class 4000 or Commercial
Portland Cement Concrete shall be placed so that the entire volume of the excavation is
replaced up to but not to exceed 2 inches of the finished pavement surface. On the day
following placement of the concrete, the edge of the asphalt concrete pavement, and the outer
edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall
then be placed and compacted with hand tampers and a patching roller. The complete patch
shall match the existing paved surface for texture, density, and uniformity of grade. The joint
between the patch and the existing pavement shall then be carefully painted with hot asphalt
cement or asphalt emulsion and shall be immediately covered with dry paving sand before
the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared
and plastered.
Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets
to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The
final adjustment of the top of the inlet will be performed in similar manner to the above for
manholes. On asphalt concrete paving projects using curb and gutter section, that portion of
the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete
also. The concrete shall extend a minimum of six inches beyond the edge of the casting and
shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete
pavement will butt the cast iron frame. The existing concrete pavement and edge of the
casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be
constructed in the same manner and of the same material as that required for new inlets. The
inside of the inlets shall be mortared and plastered.
Monuments and cast iron frame and cover: monuments and monument castings shall be
adjusted to grade in the same manner as for manholes.
Valve box castings: adjustments of valve box castings shall be made in the same manner as
for manholes.
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Downtown Core Streetscape Phase 1 August 2020
The unit bid price per each shall be full compensation for all labor, materials and equipment
required.
7-05.3(3) Connections to Existing Catch Basins
Section 7-05.3(3) is supplemented by adding the following:
Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin,
curb inlets and/or manholes. The Contractor shall be required to core drill into the structure,
shape the new pipe to fit and re-grout the opening in a workmanlike manner. Where directed
by the Engineer or where shown on the Plans, additional structure channeling will be required.
Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be
equal to “Kor-n-Seal” boots. Existing sanitary sewer manholes shall be cleaned, repaired,
and re-channeled as necessary to match the new pipe configuration and as shown on the
Construction Plans.
A "connection to existing" item will be allowed at any connection of a new line to an existing
structure, or the connection of a new structure to an existing line. No "connection to existing"
will be accepted at the location of new installation, relocation and adjustment of line manholes,
catch basins, or curb inlets.
Any damage to existing pipe or structure that is to remain in place resulting from the
Contractor's operations shall be repaired or replaced at her/his own expense.
The unit bid price per each shall be full compensation for all labor, materials and equipment
required.
7-05.4 Measurement
Section 7-05.4 is supplemented with the following:
“Furnish and Install New Frame and Grate, Adjust to Grade”, shall be measured per each
frame and grate furnished and installed on an existing catch basin, complete and in-place.
7-05.5 Payment
Section 7-05.5 is supplemented with the following:
“Furnish and Install New Frame and Grate, Adjust to Grade”, per each.
The unit cost shall be full compensation for all labor, tools, equipment, and materials
necessary to providing and installing a new frame and grate on an existing catch basin. Work
elements may include, but shall not be limited to, removing and disposing of the existing frame
and grate; excavation; concrete collar; adjustment rings; providing and installing the new
frame and grade; adjusting to final grade; purchasing, providing, placing, and compacting
crushed surfacing; concrete collars; and purchasing, providing, and installing HMA for final
restoration.
“Shallow Concrete Inlet”, per each.
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The unit Contract price per each for manholes, inlets, and catch basins of any kind and size
specified shall be full pay for all labor, tools, materials, and equipment necessary to provide
and install the item complete including removal, hauling, and disposing of pavement; Structure
excavation including haul; bedding and backfill materials; compaction; and seals; riser,
conversion risers and frames and grates (open and solid).
The unit Contract price per each for “Connection to Drainage Structure” shall be full pay for
all costs necessary to connect new drainage pipe to existing drainage structures such as catch
basins, manholes, and inlets or to connect new drainage structures such as catch basins,
manholes, and inlets to existing drainage pipe.
“Adjust Cleanout to Grade”, per each.
“Adjust Storm Drainage Structure”, per each.
“Adjust Area Drain to Grade”, per each.
The unit Contract price per each for “Adjust ___ to Grade” shall be full pay for all costs
necessary to adjust existing cleanout, storm drainage structure or area drain to finished grade.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.3 Construction Requirements
7-08.3(1)A Trenches
Section 7-08.3(1)A is supplemented by adding the following:
To minimize trench subgrade disturbance during excavation, all trench excavation for new
storm drain shall done with a smooth-edge bucket rather than a toothed bucket.
All trench excavated materials shall be disposed of off-site at an approved Contractor-
provided disposal site. Excavation outside the excavation limits shown on the plan drawings
shall be at no additional expense to the City.
Trench Excavation Incl. Haul includes the trench excavation for the storm sewer, sanitary
sewer, and water main construction in accordance with the trench limits outlined on the plan
drawings. All trench excavated materials shall be disposed of off-site at an approved
Contractor-provided disposal site. Excavation outside the excavation limits shown on the plan
drawings shall be at no additional expense to the City.
Contaminated Trench Excavation includes the trench excavation of materials characterized
as contaminated based on sampling results for the storm sewer, sanitary sewer, and water
main construction and in accordance with the trench limits outlined on the plan drawings. This
excavated soil shall be managed in accordance with applicable state and federal regulations
outlined in the Contract Documents. Handling and disposal of materials shall adhere to all
transportation requirements, receive pre-approval from a disposal facility, manifesting, and
record keeping, etc., as outlined in the Contractor’s Contaminated Soil and Groundwater
Handling and Management Plan. The excavations will require a shoring system to limit the
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volume of excavation. Excavation outside the trench limits shown on the plan drawings shall
be at no additional expense to the City.
7-08.3(1)B Shoring
Section 7-08.3(1)B is supplemented by adding the following:
Temporary shoring shall be designed to resist the lateral earth pressure resulting from the soil
and ground water as well as any traffic and /or construction surcharge loads. A shoring and
excavation plan shall be submitted to the City prior to the Preconstruction Conference for
review and approval. The plan shall outline the specific measure to be taken for temporary
support and the protection of utilities and structures. The shoring plan shall be prepared by a
Professional Engineer and shall cover shoring for all pipe and structures. The shoring plan
shall identify precautions to be taken during removal of the shoring to minimize disturbances
of the pipe and underlying bedding materials, and native soils.
All new storm drain installed shall be shored. Minimum shoring technique shall be trench box.
More extensive shoring may be needed in areas working in close proximity to other utilities.
Contractor is responsible for using shoring system capable of protecting adjacent utilities.
In areas of soft or loose soils with sloughing potential, a trench box shall not be used as it
does not provide adequate sidewall support or protection for existing utilities. Alternative
shoring systems for utility protection, trench support or to minimize the area affected by trench
excavation include steel plates with adjustable or hydraulic bracing, or interlocking sheet piles
with internal bracing.
Precautions shall be taken during the removal of the shoring to minimize disturbance of the
pipe, underlying bedding materials, and native soils.
7-08.3(1)C Bedding the Pipe
Section 7-08.3(1)C is supplemented by adding the following:
Pipe bedding for PVC sewer pipe shall consist of Gravel Backfill for Pipe Zone Bedding per
Section 9-03.12(3) or Pea Gravel. It shall be placed to a depth of 12" over and 6" under the
exterior walls of the pipe.
For all pipe bedding, hand compaction of the bedding materials under the pipe haunches will
be required. Pipe bedding should provide a firm uniform cradle for support of the pipes. Prior
to installation of the pipe, the pipe bedding should be shaped to fit the lower part of the pipe
exterior with reasonable closeness to provide uniform support along the pipe. Hand
compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding
material under the haunches of the pipe. Care shall be taken to avoid displacement of the
pipe during the compaction effort.
Pipe bedding material should be used as pipe zone backfill and placed in layers and tamped
around the pipes to obtain complete contact.
Bedding material shall meet the requirements of Gravel backfill for Pipe Zone Bedding in
accordance with Standard Specification Section 9-03.12(3). Pipe bedding shall be considered
incidental to the pipe and no further compensation shall be made.
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In areas where the subgrade soils in the trench excavation consist of fine-grained soils, such
as silt/clay, or organic rich soils, the Engineer may direct the Contractor to use a geotextile
separator fabric be placed over the native soils prior to placement of the pipe bedding. The
geotextile shall meet the requirements of Section 9-33.2(1) Table 3 for Separation. Geotextile
shall be paid for by other items.
Add New Section 7-08.3(1)D:
7-08.3(1)D Pipe Foundation
Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade
which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall
be excavated to an additional depth as required by the Engineer and backfilled with foundation
gravel material placed in maximum 12-inch lifts. Foundation gravel shall be CSBC and
conform to the requirements of Section 9-03.9(3) of the Standard Specifications.
Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation
gravel as specified above and thoroughly compacted to the required grade line.
7-08.3(2)A Survey Line and Grade
Section 7-08.3(2)A is replaced with:
Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5
and 1-11 in a manner consistent with accepted practices.
The Contractor shall transfer line and grade into the trench where they shall be carried by
means of a laser beam. Any other procedure shall have the written approval of the Engineer.
7-08.3(2)B Pipe Laying – General
Section 7-08.3(2)B is supplemented by adding the following:
Checking of the invert elevation of the pipe may be made by calculations from measurements
on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory
condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid
by matching the (eight-tenths) flow elevation, unless otherwise approved by the Engineer.
All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks,
and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not
be placed directly on rough ground but shall be supported in a manner, which will protect the
pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed
where the lining or coating show defects that may be harmful as determined by the Engineer.
Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished
and installed.
The Contractor shall inspect each pipe and fitting prior to installation to insure that there are
not damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired
or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before
lowering into position in the trench. Pipe shall be kept clean during and after laying. All
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openings in the pipeline shall be closed with watertight expandable type sewer plugs at the
end of each day's operation, or whenever the pipe openings are left unattended. The use of
burlap, wood, or other similar temporary plugs will not be permitted.
Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes,
the Engineer may change the alignment and/or the grades. Except for short runs, which may
be permitted by the Engineer, pipes shall be laid uphill on grades that exceed 10 percent.
Pipe, which is laid on a downhill grade, shall be blocked and held in place until sufficient
support is furnished by the following pipe to prevent movement.
Unless otherwise required, all pipe shall be laid straight between the changes in alignment,
and at uniform grade between changes in grade. For concrete pipes with elliptical
reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical
position.
Immediately after the pipe joints have been made, proper gasket placement shall be checked
with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement.
7-08.3(2)E Rubber Gasketed Joints
Section 7-08.3(2)E is supplemented as follows:
Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe
or joint system. Any damaged pipe shall be replaced by the Contractor at his expense.
7-08.3(2)G Jointing of Dissimilar Pipe
Section 7-08.3(2)G is supplemented as follows:
Storm Sewer repair couplings shall be Fernco, Inc. “Strong-Back” or approved equal.
Sanitary Sewer repair couplings shall be Fernco, Inc. “Strong-Back” or approved equal.
7-08.3(2)H Sewer Line Connections
Section 7-08.3(2)H is supplemented by adding the following:
All connections not occurring at a manhole or catch basin shall be done utilizing pre-
manufactured tee connectors or pipe sections approved by the Engineer. Any other method
or materials proposed for use in making connections shall be subject to approval by the
Engineer.
Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains
shall be made through a cast iron saddle secured to the sewer main with stainless steel bands.
When the existing main is constructed of PVC, plain or reinforced concrete, cast or ductile
iron pipe, the existing main shall be core drilled. When the existing main is constructed of
vitrified clay, the main shall be re-sectioned with flexible couplings, Fernco or approved equal.
Connections (unless booted connections have been provided for) to existing concrete
manholes shall be per Section 7-05.3(3).
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7-08.3(2)J Placing PVC Pipe
Section 7-08.3(2)J is an added new section:
In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at
the lower end, with the bell end upgrade. Gravel Backfill for Pipe Zone Bedding 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.
Add New Section 7-08.3(3)A:
7-08.3(3)A Backfilling Pipe Trenches
To the maximum extent available, suitable material obtained from trench or pond excavation
shall be used for trench backfill. All material placed as trench backfill shall be free from rocks
or stones larger than 6 inches in their greatest dimension, brush, stumps, logs, roots, debris,
and organic or other deleterious materials. No stones or rock shall be placed in the upper
three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the
remainder of fills shall be distributed so that they do not congregate or interfere with proper
compaction.
The existing soils shall not be reused as trench backfill unless otherwise approved by the
Engineer. Structural fill shall consist of Gravel Borrow, meeting the requirements of Section
9-03.14(1) of the Standard Specifications. It should be free of gravel, organics and other
debris. The structural trench backfill should be moisture conditioned to within approximately 3
percent of optimum moisture content, placed in loose horizontal lifts less than 6 inches in
thickness, and compacted to at least 95 percent of the maximum dry density (MDD) as
determined by the Modified Proctor compaction test method ASTM D 1557.
Trench backfill shall be densely compacted in a systematic manner using methods that
consistently produce adequate compaction levels. During placement of the initial lifts, the
trench backfill material shall not be bulldozed into the trench or dropped directly on the pipe.
Heavy vibratory equipment shall not permitted to operate directly over the pipe until a
minimum of 2 feet of backfill has been placed over the pipe bedding.
Contactor shall take special care to obtain good compaction up to the edges of the excavation
as the shoring is removed in accordance with the Shoring Plan.
The Engineer may be on-site to collect soil samples and to test compaction. The Contractor
shall provide site access at all times for compaction testing and sample collection. Areas of
the trench which fail to meet the compaction requirements shall be removed and replace and
re-compacted at the Contractor’s expense.
The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement
that may occur during the period stipulated in the Contract conditions. All repairs necessary
due to settlement shall be made by the Contractor at his expense.
Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density
as determined by the modified proctor compaction test, ASTM D1557.
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The Contractor shall be responsible for the disposal of any excess excavated material. Special
care must be taken to obtain good compaction up to the edges of the excavation as the shoring
is removed. Moreover, attention must be paid to ensuring good compaction around manholes.
7-15 SERVICE CONNECTIONS
Add New Section 7-15.3(2):
7-15.3(2) Adjust Water Meter Box to Grade
Meter boxes shall be adjusted to grade in the same manner as for manholes, as detailed in
Section 7-05.3(1) of these Special Provisions.
7-15.4 Measurement
Section 7-15.4 is supplemented by adding the following:
Adjustment of existing meter boxes to grade shall be measured per each.
7-15.5 Payment
Section 7-15.5 is revised as follows:
Payment will be made in accordance with Section 1-04.1, for the following bid item when it is
included in the proposal:
"Adjust Water Meter Box to Grade," per each.
The contract bid price for "Adjust Water Meter Box to Grade", per each, shall be full
compensation to perform the Work as specified in the Standards Specifications and Standard
Plans.
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DIVISION 8
MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.1 Description
Section 8-01.1 is supplemented with the following:
This project is not required to have a National Pollution Discharge Elimination System
Construction Stormwater General Permit (CSWGP) because the disturbance area is less than
one acre. However, all other applicable provisions of Section 8-01 shall remain in effect.
8-01.3 Construction Requirements
8-01.3(1)A Submittals
Section 8-01.3(1)A is supplemented with the following:
The Contractor shall either adopt the TESC Plan in the Contract or develop a new TESC Plan.
If the Contractor adopts the TESC plan in the Contract, the Contractor shall modify the TESC
Plan to match the Contractor’s schedule, method of construction, and to include all areas that
will be used to directly support construction activity.
8-01.3(8) Street Cleaning
Section 8-01.3(8) is supplemented with the following:
The Contractor shall be responsible for controlling dust and mud within the project. The
Contractor shall be prepared to use watering trucks equipped with high-velocity water jets and
low-head sprinkling devices, power sweepers, and any other pieces of equipment necessary
to avoid creating a nuisance. All streets used by the Contractor during the execution of the
work under this contract shall be maintained in a clean condition. Any damage caused by
dust and/or mud shall be the sole responsibility of the Contractor. In no case shall sediment-
laden water be allowed to enter drainage facilities without prior filtration or sedimentation.
The roadways shall be swept daily and as needed, and kept in a clean condition.
All costs associated with Street Cleaning and Sweeping shall be incidental to the various bid
items.
8-01.3(9)D Inlet Protection
Section 8-01.3(9)D is supplemented with the following:
Inlet protection can be in the form of internal devices and shall be installed prior to clearing,
grubbing, or earthwork activities. Catch Basin Inserts shall be installed on all new Catch
Basins that are constructed as part of this contract.
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When the depth of accumulated sediment and debris reaches approximately one-half the
height of an internal device or one-third the height of the external device (or less if so specified
by the manufacturers), the deposits shall be removed and stabilized on site.
Catch basin inserts shall be installed at all catch basins within project limits and those
immediately downstream of the project site that could possibly receive sediment laden runoff
from the site. They shall be installed and meet the requirement of the detail in the Plans.
Simply placing a piece of geotextile under the catch basin grate is not acceptable.
Catch basin inserts shall be installed, maintained, inspected, and removed by the Contractor
per the Standard Specifications and as recommended by the manufacturer.
Inlet protection devices shall be regularly cleaned at the discretion of the Engineer. The cost
of this cleaning is incidental to other items of Work.
Add New Section 8-01.3(17) as follows:
8-01.3(17) Protection of Existing Trees and Shrubs
The Contractor shall carefully protect existing trees and shrubs not specifically protected
with high visibility fence during the course of construction against cutting, breaking or
skinning of roots, skinning or bruising of bark. The Contractor shall plan all operations so
as to avoid creating situations in which trees and shrubs may be damaged. Notify the
Engineer if construction may damage trees and shrubs. The Contractor shall not proceed
with Work until directed by the Engineer.
Root Protection
Cut exposed roots clearly and keep moist with straw mulch and burlap or equivalent during
the time trenches are open. Hand dig trenches in areas with extensive roots. Roots larger
than 3" in diameter shall be left intact and the Engineer notified for instructions on how to
proceed.
Damages for Loss or Injury to Existing Trees and Shrubs to Remain
The Contractor shall be liable for damage to trees and shrubs. In the event of injuries to
the crown, trunk or root system of existing trees and shrubs resulting from the Contractor's
failure to protect them (the just value of which is determined by the Valuation of Landscape
Trees, Shrubs, and Other Plants, (Current Edition) damages shall be deducted from the
total amount due the Contractor.
8-02 ROADSIDE RESTORATION
8-02.2 Materials
Section 8-02.2 is supplemented with the following:
Topsoil Type A Section 9-14.2(1)
Fertilizer Section 9-14.4
Root Barrier Section 9-14.9
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8-02.3(1) Responsibility During Construction
Section 8-02.3(1) is supplemented with the following:
Dumping or stockpiling of topsoil or bark mulch shall not be allowed on roadway surfaces.
The Contractor shall locate all underground utilities (both new and existing) prior to starting
work and shall not disturb or damage them. Promptly notify the Engineer of any conflict
between the proposed work and any obstructions. The Contractor shall be responsible for
making any and all repairs for damage caused by his or her activities.
8-02.3(2)A Roadside Work Plan
Section 8-02.3(2)A is supplemented with the following:
The Contractor shall submit to the Contracting Agency a Roadside Work Plan meeting the
requirements of the Standard Specifications a minimum of 30 calendar days prior to
commencing the installation of topsoil, bark mulch, irrigation systems, and / or landscape
materials.
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 9-14.2(1) of these Special Provisions and shall be
supplied by a Contractor's supplied source, and as approved by the Engineer.
8-02.3(5)C Planting Area Preparation
Section 8-02.3(5)C is supplemented with the following:
Thoroughly scarify subgrade in all tree grate areas to a minimum depth of eight inches (8”),
unless otherwise noted on the plans. Scarified subgrade shall be inspected and approved by
the Engineer prior to the placement of topsoil. Remove all construction debris and rocks over
two-inches (2”) in diameter prior to placing topsoil.
Topsoil Type A shall be used in any areas requiring additional soil to bring subgrade up to
grade, prior to the placement of required depth of Topsoil A as noted on the plans.
Upon approval of the subgrade, Topsoil Type A shall be installed in two lifts. The first six-inch
(6”) lift shall be incorporated into the top eight inches (8”) of the subgrade by rototilling. Then
the remaining topsoil shall be installed to achieve the minimum compacted depth detailed on
the Plans. Remove rocks, roots, and debris over 1-inch (1”) diameter in cultivated areas.
Lightly compact soil to a compaction rate of no more than 85% and establish a smooth and
uniform finished grade to allow surface drainage and prevent ponding.
Finish grade of tree grate areas shall be as detailed on the Plans. Finish grades shall be
reviewed and approved by the Engineer prior to any tree installation.
Any additional fine grading to get a firm smooth surface in the tree grate areas shall be
considered incidental to and included in the unit contract price for placement and installation
of Topsoil Type A.
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The costs of removing all excess material and debris shall be considered incidental to and
included in the unit contract prices of other items in this contract.
Contractor shall coordinate installation of root barrier with topsoil installation, where shown on
the Plans.
8-02.3(6)B Fertilizers
Section 8-02.3(6)B is supplemented with the following:
Trees and shrubs shall be fertilized at a rate according to manufacturer’s recommendations.
Fertilizer tablets shall be considered incidental to and included in the unit contract price for
trees and shrubs.
Fertilizers shall be as specified in Section 9-14.4 Fertilizer, of these Special Provisions.
8-02.3(8)B Plant Installation
Section 8-02.3(8)B is supplemented with the following:
All trees shall be planted as detailed on the Plans.
Scarify sides and bottom of all planting pits prior to planting. Sufficient planting soil shall be
placed around the plant and compacted so as to ensure that the location of the ground line at
the top of the root ball is the same as the nursery.
Plant trees upright and face to give best appearance or relationship to adjacent structures and
hold rigidly in position until planting soil has been backfilled and tamped firmly around the root
ball or roots.
Balled and burlapped plants shall be placed in the planting pits with the burlap intact; then the
binding shall be removed and all of the burlap or cloth wrapping materials shall be removed
from the root ball. Remove all plastic, twine and ropes. The plant shall be rejected if the root
ball is cracked or broken during removal of wrapping or during the planting process.
When the pit is backfilled halfway, place the specified quantity of fertilizer in planting pit, unless
otherwise specified on the plans. Evenly spread fertilizer adjacent to the root system at a
depth that is between the middle and the bottom of the root system. Do not injure root system.
Place and compact planting topsoil carefully to avoid injury to roots; fill all voids.
When pit is three-quarters (3/4) backfilled, completely fill with water and allow water to soak
away. If water does not drain within ½ hour notify Engineer; tree planting pits which do not
drain properly may require drain-rock sump to facilitate drainage. Fill pits with additional soil
to finish grade and continue backfilling as detailed on plans.
Provide and install “Root Barrier” as detailed on Plans. “Root Barrier” shall be as specified in
Section 9-14.4(9) Root Barrier of these special provisions.
Pea gravel for tree grates shall be considered incidental to and included in the unit cost of the
trees.
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8-02.4 Measurement
Section 8-02.4 is supplemented with the following:
The pay quantities for the plant materials will be determined by count of the number of
satisfactory installed trees, shrubs, groundcover and other landscape materials accepted by
the Engineer.
“Topsoil Type A” will be measured by the cubic yard in the haul conveyance at the point of
delivery.
“Root Barrier” will be measured by the linear foot of root barrier installed and accepted by the
Engineer.
8-02.5 Payment
Section 8-02.5 is supplemented with the following:
“Topsoil Type A”, per cubic yard
“PS____”, per each
The unit contract price for “PS____", per each, shall be full compensation for all materials,
labor, tools, equipment, and supplies necessary to fine grade, produce, plant, cultivate and
cleanup for the particular items called for in the plans. Tree anchoring, fertilizer and pea gravel
shall be incidental to the above bid items and all costs shall be included in the unit contract
prices.
“Root Barrier”, per linear foot
8-03 IRRIGATION SYSTEM
8-03.1 Description
Section 8-03.1 is supplemented with the following:
The work shall consist of installing a fully functioning and complete landscape irrigation system
for tree grates and luminaire flower basket watering, as shown on the plans.. The proposed
irrigation is an extension from an existing system with a mainline stub out and controller wiring
located on the north-east corner of S 3rd and Well Ave S.
8-03.2 Materials
Section 8-03.2 is supplemented with the following:
Refer to Section 9-15 Irrigation System of these Specifications.
8-03.3 Construction Requirement
Section 8-03.3 is supplemented with the following:
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Contractor is advised to coordinate irrigation piping with illumination foundation pours for
flower basket drip system.
Backfilling of irrigation piping shall be in accordance with Section 7-08.3(3) Backfilling of these
Special Provisions.
In paved asphalt areas, the pavement restoration shall be per typical sections shown on the
Plans.
The Contractor shall coordinate installation of irrigation piping, flower basket drip pipe and
valves with concrete pouring for illumination foundation.
8-03.3(3) Piping
Section 8-03.3(3) is supplemented with the following:
All irrigation sleeves shall be Schedule 40 and sized and located as shown on the Plans.
Sleeving size shall be a minimum of two times the diameter of all pipe and control wire to be
placed in the sleeve.
The Contractor is alerted that irrigation sleeves are not shown on the Roadway Plan &
Profile Sheets and thus will require coordination with the Irrigation Plans.
PVC Pipe and Fittings
Due to the nature of PVC pipe and fittings, the Contractor shall exercise care in handling,
loading, unloading and storing pipe to avoid damage. The pipe and fittings shall be stored
under cover and shall be transported in a vehicle with a bed long enough to allow the length
of pipe to lie flat so as not to be subject to undue ending or concentrated external load at any
point. Any pipe that has been dented or damaged shall be set aside until such damage has
been cut out and pipe is rejoined with a coupling.
Solvent welded joints shall be performed as a two-step process using primer and glue. In each
case, both fittings and pipes must be given the following applications. Both must first be
primed and then be glued. Give at least 15 minutes set-up time before moving or handling.
Pipe shall be partially center loaded to prevent arching and slipping. No water shall be
permitted in the pipe until at least 10 hours have elapsed for the weld to set and cure.
Backfilling shall be done when pipe is not in an expanded condition due to heat or pressure.
Cooling of the pipe can be accomplished by operation the system for a short time before
backfill, or by backfilling in the early part of the morning before the heat of day.
Before pressure testing, soluble weld joints shall be given at least 24 hours curing time.
No PVC pipe may be threaded or connected to a threaded fitting without an adapter.
Great care must be taken to ensure that the inside of the pipe is absolutely clean. Any pipe
ends not being worked on must be protected and not left open.
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8-03.3(7) Flushing and Testing
Section 8-03.3(7) is supplemented with the following:
The Contractor shall advise the Engineer at least 48 hours before pressure tests are to be
conducted and shall have the approval of the Engineer before backfilling.
All drip system lines, lateral and drip microtubing, shall be fully flushed (3) three times, to
ensure removal of any debris in the system.
Before backfilling, new extension of main line and automatic valves shall be flushed twice,
once prior to placement of valves and the second after placement of the valves. Contractor
shall install manual shut off gate valve prior to proposed valves in order to isolate extension
of system, as indicated on the plans.
Main Line Test (Hydrostatic Pressure Test)
With all valves in place and closed, and all joints exposed.
Attach test pump to head of main line at beginning of new extension.
Attach gate valve to opposite end of main line.
Open gate valve at end of main line and open main shut-off valve until all air is removed from
main line.
Close gate valve at end of main line and install pressure gauge and reopen gate valve.
Close main shut-off valve and apply 150 psi test to main line. Hold for one hour. Maximum
allowable drop is 10 psi.
At the end of test close gate valve at end of mainline and remove pressure gauge. Open gate
valve and slowly remove pressure from line.
Lateral Line Test
With all valves and swing joints in place.
Apply 100 psi test to lateral lines for one hour. Maximum allowable drop is 10 psi.
Rejected systems or portions of shall be repaired and retested. Any leakage noted shall be
corrected and the test repeated until the system is air-tight, at the Contractor’s expense.
To be valid, all tests must be performed under the direction and supervision of authorized City
of Renton personnel, or authorized representative.
The location, inspection and testing provisions of these specifications will be strictly adhered
to. If for any reason any part of the sprinkler system is backfilled before being authorized by
the Engineer, it must be completely uncovered and exposed until approved for backfilling by
the Engineer.
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8-03.3(11) System Operation
Section 8-03.3(11) is supplemented with the following:
Before the sprinkler system will be accepted, the Contractor, in the presence of the Engineer,
shall perform a water coverage test to determine if the water coverage and operation of the
system is complete and satisfactory. If any part of the system is inadequate it shall be repaired
or replaced at the Contractor's expense and the test repeated until accepted.
The entire sprinkler system shall be guaranteed by the Contractor to give complete and
satisfactory service for a period of one year from the date of final acceptance of the work by
the City of Renton.
Should any malfunction develop within the one-year period, which in the opinion of Engineer,
is due to faulty material or workmanship, the trouble shall be corrected, without delay, to the
satisfaction of the Engineer at the Contractor's expense.
All backfilled trenches shall be repaired by the Contractor at his expense, including restoration
of plant materials.
8-03.5 Payment
Section 8-03.5 is supplemented with the following:
Payment shall be made for the following bid item:
“Automatic Irrigation System, Complete”, per lump sum
All costs associated with testing, inspection, and obtaining final approval; and for furnishing
and installing valve boxes where indicated and as detailed in the Plans shall be considered
incidental to the lump sum contract price for “Automatic Irrigation System, Complete”.
The lump sum price for "Automatic Irrigation System, Complete" shall be full compensation
for furnishing all labor, materials, tools, and equipment necessary or incidental to the
construction of the complete and operable sprinkler irrigation system as shown in the Plans
or as directed by the Engineer.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways
The first paragraph of Section 8-04.3(1) is deleted and replaced with the following:
All Cement Conc. Traffic Curb and Gutter shall be constructed with air entrained concrete
Class 4000 conforming to the requirements of Section 6-02.
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8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES
8-06.1 Description
Section 8-06.1 is supplemented with the following:
This work shall also consist of installing Scored Cement Concrete Driveway with saw cut
scoring and medium-light sandblast finish as detailed on the Plans and specified herein.
8-06.3 Construction Requirements
Section 8-06.3 is supplemented with the following:
Cement concrete driveway entrances shall be constructed with saw cut scoring and medium-
light sandblast finish as shown on the Plans.
8-06.4 Measurement
Section 8-06.4 is supplemented with the following:
“Cement Conc. Driveway Entrance” shall be measured to include the flare/wing on either side
of the driveway, saw cut scoring and medium-light sandblast finish as indicated on the Plans.
The flare/wing areas shall be excluded from payment under “Cement Conc. Sidewalk”.
8-06.5 Payment
Section 8-06.5 is supplemented with the following:
Payment will be made for the following bid item:
“Cement Conc. Driveway Entrance”, per square yard.
8-14 CEMENT CONCRETE SIDEWALKS
8-14.1 Description
Section 8-14.1 is supplemented with the following:
This work shall consist of constructing and installing scored cement concrete sidewalks with
medium-light sandblast finish, and cement conc. ramp for building entrance, as shown on the
Plans.
Cement Concrete Driveway Entrances shall be measured separately from sidewalks.
8-14.3 Construction Requirements
The first paragraph of Section 8-14.3 is deleted and replaced with the following:
The concrete in the sidewalks shall be air entrained Class 4000 in accordance with the
requirements of Section 6-02.
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Section 8-14.3 is supplemented with the following:
Standard cement concrete sidewalk shall be installed per Downtown Renton Streetscape
Design Standards and Guidelines.
Sandblast finish shall be installed in locations as shown on the Plans.
Sandblasting Method
•Surface Preparation – Clean and dry
•Blast Medium - 03GO Silicon Carbide
•Air Pressure - I 00-1 I 0 SI
•Hose Diameter = 1”
•Hose Length - 50' min to 100’ max.
•Spray Nozzle #5
•Approximate distance from nozzle to blasting surface – 1”-2”
•Spray Duration - 5-10 seconds
•Spray Pattern – Constant circular overlapping motion
Cement concrete sidewalk thickness shall be as shown on the Plans.
Full depth expansion joints for cement concrete sidewalk shall be constructed with a maximum
spacing of approximately 10 feet, and as detailed on the Plans. Score joints shall be
constructed at a maximum distance of 6 feet from each full depth expansion joint, except
where specific dimensions are detailed on the Plans. Asphalt mastic joint fillers in the sidewalk
shall be 3/8” x 4” and of the same material as that used in the curb and shall be placed in the
same location as that in the curb.
Contractor shall provide layout of sidewalk scoring and expansion joints for Engineer’s
approval in the field prior to installation.
No concrete for sidewalk shall be poured against dry forms or dry subgrade.
The Contractor may provide suitable vibrating finishers for use in finishing concrete sidewalks.
The type of vibrator and its method of use shall be subject to the approval of the City.
All completed work shall be so barricaded as to prevent damage by unauthorized use. Any
damage sections shall be removed and replaced at the Contractor’s expense. Existing
building facades disturbed during construction shall be restored to original condition. Scored
Cement Concrete Sidewalk saw cut scoring shall be perpendicular to the back of curb and
scored joints shall be parallel and perpendicular to the roadway centerline, as detailed on the
Plans. Finish areas shall be as shown per Plans.
Mock-Ups
Prior to start of installation of scored cement concrete sidewalks with sandblast finish(es) the
Contractor shall provide a minimum sixteen (16) square foot sample, 4x4 of scored cement
concrete with medium-light sandblast finish to be reviewed and approved by the Engineer.
This sample shall be the standard for the balance of the rest of the work installed, for both the
scored cement concrete sidewalk with medium-light sandblast finish and the
sidewalk/driveway entrance sandblast finish and shall be protected from damage until final
acceptance and approval.
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Blasting Operations and Requirements
Apply sandblasted finish to exposed concrete surfaces where indicated.
Perform sand blasting at least 72 hours after placement of concrete. Coordinate with formwork
construction, concrete placement schedule, and formwork removal to ensure that surfaces to
be blast finished are blasted at the same age for uniform results.
Determine type of nozzle, nozzle pressure, and blasting techniques required to match the
Engineer's control samples.
Abrasive blast corners and edge of patterns carefully, using back-up boards, to maintain
uniform corner or edge line.
Section 8-14.3 is supplemented with the following:
(April 3, 2017 WSDOT GSP)
The Contractor shall request a pre-construction meeting with the Engineer to be held 2 to 5
working days before any work can start on cement concrete sidewalks, curb ramps or other
pedestrian access routes to discuss construction requirements. Those attending shall include:
1.The Contractor and Subcontractor in charge of constructing forms, and placing, and
finishing the cement concrete.
2.Engineer (or representative) and Project Inspectors for the cement concrete sidewalk,
curb ramp or pedestrian access route Work.
Items to be discussed in this meeting shall include, at a minimum, the following:
1.Slopes shown on the Plans.
2. Inspection
3.Traffic control
4.Pedestrian control, access routes and delineation
5.Accommodating utilities
6.Form work
7.Installation of detectable warning surfaces
8.Contractor ADA survey and ADA Feature as-built requirements
9.Cold Weather Protection
8-14.3(4) Curing
Section 8-14.3(4) is supplemented with the following:
The Contractor shall use the curing materials and procedures specified in section 5-05.3(13)
Curing, except that the Contractor shall use clear curing compound instead of white pigmented
curing compound.
The Contractor shall apply curing agent immediately after brushing and maintain it for a period
of five (5) days.
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During the curing period the Contractor shall exclude all pedestrian and vehicular traffic. The
Engineer may also exclude vehicular traffic.
Protection of concrete: The Contractor is responsible for barricading, patrolling or otherwise
protecting newly placed concrete. The Contractor shall remove and replace at his expense
all damaged (accidental or otherwise), vandalized and/or unsightly concrete.
8-14.4 Measurement
Section 8-14.4 is supplemented with the following:
Sidewalk shall not be measured for payment within cement concrete driveway entrance.
“Cement Conc. Sidewalk” will be measured by the square yard of installed and finished
surface, including sawcutting for scored cement concrete sidewalks and sandblast finish(es).
“Cement Conc. Ramp for Building Entrance” will be measured per each completed installation.
8-14.5 Payment
Section 8-14.5 is supplemented with the following:
The unit Contract price per each for “Cement Conc. Ramp for Building Entrance” shall be full
pay including labor, materials and equipment needed for installing the ramp as detailed on the
Plans.
The unit Contract price for “Cement Conc. Sidewalk” shall be full pay including labor, materials
and equipment needed for installing the cement concrete sidewalk, including sawcutting and
sandblast finishes.
8-19 ADJUST UTILITY APPURTENANCES (NEW SECTION)
8-19.1 Description
This work shall consist of adjusting gas valves and franchise utility vaults to grade.
8-19.3 Construction Requirements
8-19.3(1) Valve Boxes
Gas valve boxes shall be adjusted to final grade after final grading has been established or
the asphalt concrete paving operations are complete. The Contractor shall adjust the valve
boxes with cast iron extensions as required.
The asphalt concrete pavement shall be removed to a neat circular shape. The edge of the
cut shall be 1 foot from the outside edge of the valve box frame. The base materials and
crushed rock shall be removed. The valve box frame shall be reset to the final grade, plumb
to the roadway, and remain operational and accessible. Commercial class concrete shall be
placed in the entire void up to within, but not to exceed, 2 inches of the finished pavement
surface.
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Twenty-four hours after placement of the concrete, or as directed by the Engineer, the edges
of the removed asphalt pavement, the concrete surface, and the outer edge of the reset frame
shall be painted with asphalt for tack coat. Hot mix asphalt shall then be placed and properly
compacted to finished grade. The hot mix asphalt shall meet the requirements of Section 5-04
of the Standard Specifications. The joint between the patch and existing pavement shall then
be painted with asphalt for tack coat and immediately covered with dry paving sand before
the asphalt for tack coat solidifies.
8-19.5 Payment
Payment shall be made for the following bid items:
“Adjust Franchise Utility Vault/Manhole to Grade”, per each.
“Adjust Gas Valve to Grade”, per each.
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION
SYSTEMS, AND ELECTRICAL
8-20.1 Description
Section 8-20.1 is supplemented with the following:
This Work shall consist of, but will not be limited to providing new complete systems in the
vicinity of the following locations:
•Illumination System along Wells Avenue
•Connection to Power Source for Internally Illuminated Pedestrian Kiosk at S 3rd Street
& Burnett Avenue S
•Connection to Power Source for Internally Illuminated Gateway Monument and
Pedestrian Kiosk at S 4th Street & Burnett Avenue S
•Connection to Power Source for Internally Illuminated Gateway Monument at S 3rd
Street & Rainier Avenue S
All work shall be performed as shown in the Plans in accordance with applicable Standard
Specifications, Standard Plans, Amendments, City Standards, Puget Sound Energy
Standards, King County Standards included herein and the following Special Provisions.
The Work involves, but shall not be limited to, the following:
•Trenching
•Directional boring
•Junction boxes
•Conduit and wire
•Luminaires, poles
•Uplights
•Electrical service cabinets
•Foundations
•Subsurface exploration and potholing
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•Utility locates
•Surface restoration
8-20.1(1) Regulations and Code
Section 8-20.1(1) is supplemented with the following:
All materials and methods required under this section, unless otherwise superseded herein,
shall conform to the 2020 edition of the Washington State Department of Transportation
Standard Specifications for Road, Bridge, and Municipal Construction and Amendments
(herein referred to as Standard Specifications), to all current amendments to the Standard
Specifications, to the latest edition of the State of Washington Standard Plans for Road, Bridge,
and Municipal Construction (herein referred to as the Standard Plans), to the State of
Washington Sign Fabrication Manual, to the City of Renton Standards and Details, to the latest
edition of the National Electric Code (NEC), and to the current edition of the Manual on Uniform
Traffic Control Devices (MUTCD) as adopted by the State of Washington.
W here applicable, materials shall conform to the latest requirements of the Washington State
Department of Labor and Industries and Puget Sound Energy.
Delete the first sentence of the first paragraph of Section 8-20.1(1) and replace with the following:
All electrical equipment shall conform to the standards of the National Electrical Manufacturers
Association (NEMA), FHWA IP-78-16, the Radio Manufacturers Association, the American
Society for Testing and Materials (ASTM), the American Association of State Highway and
Transportation Officials (AASHTO), the American National Standards Institute (ANSI), the
National Electrical Safety Code (NESC), the International Municipal Signal Association (IMSA),
whichever is applicable, and to other codes listed herein.
8-20.1(3) Permitting and Inspection
The second and third paragraphs of Section 8-20.1(3) are replaced with the following:
The Contractor shall be responsible for coordinating, obtaining, and paying for all permits,
including electrical service applications, necessary to complete this work in a timely fashion.
All costs to obtain and comply with electrical permits shall be included in the applicable bid
items for the work involved. All required electrical permits shall be obtained before beginning
trench excavation.
The City Electrical Inspector shall inspect and approve the electrical portions of the project.
The Contractor shall notify the City Electrical Inspector at least 24 hours in advance of required
field inspection. Before work begins, the Contractor shall contact the City of Renton Electrical
Inspector to coordinate a schedule of electrical inspection (call the request line at 425-430-
7200). This project shall be accomplished in compliance with WAC 296-46B-010 Traffic
Management Systems and shall conform to the current adopted version of the NEC.
8-20.1(4) Restrictions on the Schedule of Work
Section 8-20.1(4) is added as follows:
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Work in Roadway
All work in the roadway is subject to the traffic control requirements specified in Special
Provision, Section 1-10.
Traffic Control during Construction
The Contractor shall include in the submitted traffic control plans, detailed plans during signal
downtime (during electrical service cabinet switchover), roadway trenching and other activities
requiring lane closures or detours. See Special Provision Sections 1-07.23(1) for traffic control
requirements.
Unless otherwise approved by the Engineer, the Contractor shall furnish an off-duty police
officer for traffic control during all roadway work performed at night, for all roadway work
performed within 150 feet of a signalized intersection, and for all other conditions where the
Engineer deems it necessary for safety. The off-duty police officer shall be in addition to all
other personnel required for flagging.
8-20.1(5) Errors and Omissions
Section 8-20.1(6) is added as follows:
The Contractor shall immediately notify the Engineer upon discovery of any errors or omissions
in the Contract Documents, in the layout as given by survey points and instructions, or of any
discrepancy between the Contract Documents and the physical conditions of the locality. If
deemed necessary, the Engineer shall rectify the matter and advise the Contractor accordingly.
Any work done after such discovery without authorization by the Engineer will be done at the
Contractor’s risk.
8-20.2 Materials
Section 8-20.2 is supplemented with the following:
Material requirements for electrical systems are contained in Section 9-29 of the Standard
Specifications and Section 9-29 of these Special Provisions.
The Engineer reserves the right to inspect the manufacturing process of all materials. Final
inspection and acceptance of the installed materials will not be given until final installation and
testing has been completed on the systems. Approval to install materials and equipment must
be obtained from the Engineer at the job site before installation.
Controlled density fill shall meet the requirements of Section 2-09.3(1)E of the Standard
Specifications.
Crushed surfacing top course and crushed surfacing base course shall meet the requirements
of Section 9-03.9(3) of the Standard Specifications.
Bedding material shall consist of 5/8-inch minus crushed rock free of any deleterious
substances per Section 9-03.1(5)A of the Standard Specifications.
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8-20.2(2) Equipment List and Drawings
Delete the first paragraph of Section 8-20.2(2) and replace with the following:
W ithin 20 calendar days following execution of the Contract, the Contractor shall submit to the
Engineer a completed “Request for Approval of Material” that describes the material proposed
for use to fulfill the Plans and Specifications
Delete the fifth paragraph of Section 8-20.2(2) and replace it with the following:
Shop drawing for signal standards and lighting standards shall be provided in an electronic
format (AUTOCAD Release 2009 or later), as well as complying with Section 6-03.3(7) of the
Standard Specifications.
Manufacturer's technical information shall be submitted for all poles, luminaires, wire, conduit,
junction boxes, electrical service cabinet and all other items to be used on the Project. Final
ground and roadway cross sections at the locations of the standards shall be submitted for
approval along with the shop drawings. All approvals by the Engineer must be received by the
Contractor before material will be allowed on the job site. Materials not approved will not be
permitted on the job site.
The Engineer shall have fourteen (14) calendar days to review information for each submittal
that is made. Approval of shop drawings does not constitute final acceptance or guarantee of
the material, but is solely to assist the Contractor in providing the specified materials.
All shop drawings for street lights that are not listed on the WSDOT Pre-Approved plans shall
be stamped by a State of Washington registered Structural Engineer.
For each proposed material that is required to be submitted for approval using either the QPL
or RAM process the Contractor will be allowed to submit for approval two materials per material
type at no cost. Additional materials may be submitted for approval and will be processed at a
cost of $100.00 per material submitted by QPL submittal and $300.00 per material submitted
by RAM. All costs for the processing additional materials will be deducted from monies due or
that may come due to the Contractor. Subject to a request by the Contractor and a
determination by the Engineer the costs for processing may be waived.
Manufacturer's data for materials proposed for the electrical systems, for use in the Contract
which require approval shall be submitted in one complete package.
8-20.3 Construction Requirements
Section 8-20.3 is supplemented with the following:
Signal Installation Coordination with the City
The Contractor shall coordinate with COR Transportation Maintenance Department
Representative (contact person: Eric Cutshall at 425-430-7423) for all required electrical
installation work and testing.
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8-20.3(2) Excavation and Backfilling
Section 8-20.3(2) is supplemented with the following:
Underground utilities of record will be shown on the Plans insofar as information is available.
These, however, are shown for convenience only and the City assumes no responsibility for
improper locations or failure to show utility locations on the construction plans.
The location of existing underground utilities, when shown on the Plans, is approximate only,
and the Contractor shall be responsible for determining their exact location. The Contractor
shall check with the utility companies concerning any possible conflict prior to commencing
excavation in any area, as not all utilities may be shown on the Plans.
The Contractor shall be responsible for potholing for conflicts with underground utility locations.
Prior to construction, if any conflicts are expected, it shall be brought to the attention of the
Engineer for resolution.
The Contractor shall be entirely responsible for coordination with the utility companies and
arranging for the movement or adjustment, either temporary or permanent, of their facilities
within the project limits.
If a conflict is identified, the Contractor shall contact the Engineer. The Contractor and City
shall locate alternative locations for poles, cabinet, or junction boxes. The Contractor shall get
approval from the Engineer prior to installation. The Contractor may consider changing depth
or alignment of conduit to avoid utility conflicts.
Before beginning any excavation work for foundations, junction boxes or conduit runs, the
Contractor shall confirm that the location proposed on the Contract Plans does not conflict with
utility location markings placed on the surface by the various utility companies. If a conflict is
identified, the following process shall be used to resolve the conflict:
•Contact the Engineer and determine if there is an alternative location for the foundation,
junction box, vault or conduit trench.
•If an adequate alternate location is not obvious for the underground work, select a
location that may be acceptable and pothole to determine the exact location of other
utilities. Potholing must be approved by the Engineer.
•If an adequate alternate alignment still cannot be identified following potholing
operations, the pothole area should be restored and work in the area should stop until
a new design can be developed.
The Contractor shall not attempt to adjust the location of an existing utility unless specifically
agreed to by the utility owner.
8-20.3(2)A Trench and Backfill
Section 8-20.3(2)A is added as follows:
The Contractor shall provide trenching as specified herein, regardless of the material
encountered, as necessary for complete and proper installation of the illumination and
communications conduit. Trenching shall conform to the following:
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Uniform Construction
Trenching for conduit runs shall be done in a neat manner, and the trench bottom shall be
graded to provide a uniform grade, with a width and depth as specified herein. All trenches for
placement of conduit shall be straight and as narrow in width as practical to provide a minimum
of pavement disturbance.
Trench Inspection
No work shall be covered until it has been examined by the Engineer or Inspector. Earth which
fills around and over the conduit shall be free of rocks greater than 2 inches up to a depth of 6
inches. When trenching is being accomplished within the sidewalk area, the backfill can be
made with acceptable materials from the excavation and shall be considered a necessary part
of and incidental to the excavation in accordance with the Standard Specifications. Hauling
and disposal of un-used excavation material shall be incidental to the cost of trenching or
excavating. The compaction requirements for the roadway backfill shall apply.
Saw Cut for Trench
Trenches in all paved areas shall be saw cut. The saw cuts shall be a minimum of 2-inches
deep and shall be parallel. Thoroughly clean saw cuts where necessary by the use of high-
pressure water (1,400 psi or greater). All wastewater shall be collected and disposed of in
accordance with Section 1-07.15 of the Standard Specifications. Impervious surfaces
contaminated from cutting operations shall be cleaned in accordance with Section 1-07.15 of
the Standard Specifications.
Pavement Removal
Pavement shall be removed in a manner approved by the Engineer. The Contractor shall take
care in removing existing paving not to damage the pavement outside of the saw cut lines.
Trench Depth
Trench depth shall provide 24 inches minimum of cover over all conduits unless agreed to
otherwise by the Engineer. Trench depth shall provide a minimum cover of 36 inches for all
conduits designated for fiber optic cabling.
Trench Width
The trench width shall be 12 inches or the conduit diameter plus 2 inches, whichever is larger.
Trenching in Landscaped Areas
Trenches shall be placed to have minimum impact on existing landscaping and irrigation
systems. Any damage due to the Contractor’s operation shall be repaired or replaced by the
Contractor at his own expense and to the satisfaction of the Engineer.
Trenching Through Concrete Sidewalk Areas
Trenching in these areas shall require removal and replacement of the concrete to the limits of
the existing sidewalk joints. The costs for removal and replacement shall be incidental to the
trenching.
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8-20.3(3) Removing and Replacing Improvements
Section 8-20.3(3) is supplemented with the following:
Salvaged Equipment
All existing equipment that is to be removed shall not be stockpiled within the job site without
the Engineer's approval. The following illumination equipment shall remain the property of the
Contracting Agency and shall be disconnected, dismantled, stacked separately and delivered
to the Contracting Agency:
•Luminaire Standards and Arms
•Luminaires
The Contractor shall give the Engineer fourteen (14) calendar days advance written notice prior
to delivery of removed materials to the City of Renton Signal Shop.
The equipment shall be removed by the Contractor and delivered within 24 hours following
removal to the Contracting Agency.
All removed equipment which remains the property of Renton shall be delivered to Renton
Corporate Yard between the hours of 8:30am and 2:30pm:
City of Renton Corporate Yard
3555 NE 2nd Street
Renton, WA 98056
Phone: 425-430-7423
The Contractor shall:
•Remove all wires for discontinued circuits from the conduit system.
•Remove elbow sections of abandoned conduit entering junction boxes.
•Remove abandoned conduit that is less than 18 inches below finished grade, unless
otherwise indicated in the Plans.
•Remove foundations in accordance with Standard Specifications Section 2-02.3(1).
•Backfill voids created by removal of foundations and junction boxes. Backfilling and
compaction shall be performed in accordance with Standard Specifications Section 2-
09.3(1)E.
8-20.3(4) Foundations
Section 8-20.3(4) is supplemented with the following:
The anchor bolts shall match that of the device to be installed thereon.
Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill
material shall be compacted to ninety-five (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 so 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
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conduit after placement. After the specified curing period, the Contractor may install the
applicable device thereon.
All concrete foundations shall be installed at locations per stationing on the Plans. Pole
locations shall be staked by the Contractor and locations shall be field verified and approved
by the Engineer in the field prior to excavation.
The Contractor shall secure the anchor bolts required for the item to be mounted on the
foundation. The Contractor shall also securely locate all conduit required.
Location of all concrete foundations shall be approved by the Engineer prior to excavation.
A.Luminaire Pole Foundations:
•Decorative Pedestrian Luminaire Pole foundation shall be per City of Renton
Standard Plan 117.5 (reinforcing shall be per COR Std Plan 117.2).
•Some of new foundations shall match location of existing sign or luminaire
foundations (per the Plans). Due to the close proximity to or matching locations of
existing pole/sign foundations (approximate max depth of 7'), the Contractor shall
use construction methods described in WSDOT Standard Plan J-28.30. The voids
shall be filled and compacted (use CSTC) or use CMP form and CDF backfill for
installation of new foundations. Using Vactor truck excavation method might be
required due to proximity of underground fiber optic CDF bank.
B.Electrical Service Cabinet Foundations:
•Electrical service cabinet foundation at the intersection of Burnett Avenue S and S
4th Street shall be per City of Renton Standard Plan 126.1.
C.Foundations for uplights at the intersection of Rainier Avenue S & S 3rd Street shall be per
the Plans.
Construction Sequence
All excavation for a single pile cap foundation in which the drilled shafts are to be constructed
shall be completed before shaft construction begins. After shaft construction is completed, all
loose or displaced materials shall be removed from around the shafts, leaving a clean solid
surface to receive the footing concrete.
Shaft Excavation
1.Shafts shall be excavated to the required depth as shown in this Contract or as required
by the Engineer. The excavation shall be completed in a continuous operation using
equipment capable of excavating through the type of material expected to be encountered.
The concrete shall be placed within two hours after the completion of shaft excavation and
cleanout without any undue delay.
2.If the shaft excavation is stopped with the approval of the Engineer, the shaft shall be
secured by the installation of a safety cover. It shall be the Contractor's responsibility to
ensure the safety of the shaft and the surrounding soil and the stability of the sidewalls. A
temporary casing should be used if necessary, to ensure such safety and stability.
3.Where caving conditions are encountered, due to soft soils or water intrusion, no further
excavation will be allowed until the Contractor selects a method to prevent ground
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movement. The Contractor may elect to place a temporary casing or use other methods
approved by the Engineer.
4.The Contractor shall use appropriate means such as a clean-out bucket, to clean the
bottom of the excavation such that a minimum of 50 percent of the base of each shaft will
have less than 1-inch of sediment at the time of placement of the concrete. The maximum
depth of sediment or any debris at any place on the base of the shaft shall not exceed 2
inches.
5.If unexpected obstructions, which require specialized equipment and/or labor are
encountered, the Contractor shall notify the Engineer promptly. Excavation shall be
continued as approved by the Engineer.
Excavation Inspection
1.The Contractor shall provide equipment for checking the dimensions and alignment of each
permanent shaft excavation. The dimensions and alignment shall be determined by the
Contractor with the approval of the Engineer.
2.Final shaft depths shall be measured with a suitable weighted tape or other approved
methods after final clean-out.
3.Shaft cleanliness will be determined by the Engineer, by visual inspection.
4.The excavated shaft shall be approved by the Engineer prior to placing any steel or
concrete into the shaft.
Reinforcing Steel Cage Construction and Placement
1.The reinforcing steel cage consisting of longitudinal bars, ties, cage stiffener bars, spacers,
centralizers, and other necessary appurtenances shall be completely assembled and
placed as a unit immediately after the shaft excavation is inspected and accepted prior to
concrete placement. The reinforcing cage shall be rigidly braced to retain its configuration
during handling and when lowered into the shaft, during placement of concrete and
extraction of the casing from the shaft. No loose bars will be permitted. The reinforcing steel
fabricator shall include bracing and any extra reinforcing steel required to fabricate the cage
in the shop drawings.
2.If the bottom of the constructed shaft elevation is lower than the bottom of the shaft
elevation in the Plans, a minimum of one half of the longitudinal bars required in the upper
portion of the shaft shall be extended the additional length. Tie bars shall be continued for
the extra depth, spaced on 1 feet centers, and the stiffener bars shall be extended to the
final depth. These bars may be lap spliced, or un-spliced bars of the proper length may be
used. Welding to the planned reinforcing steel will not be permitted unless specifically
shown in either the Plans or Special Provisions.
3.The reinforcing steel in the shaft shall be tied and supported so that the reinforcing steel
will remain within allowable tolerances given in this specification. Concrete spacers or other
approved non-corrosive spacing devices shall be used at sufficient intervals (near the
bottom and at intervals not exceeding 5 feet up the shaft) to insure concentric spacing for
the entire cage length. Spacers shall be constructed of approved material equal in quality
and durability to the concrete specified for the shaft.
4.The elevation of the top of the steel cage shall be checked before and after the concrete is
placed. If the rebar cage is not maintained within the specified tolerances, corrections shall
be made by the Contractor as required by the Engineer. No additional shafts shall be
constructed until the Contractor has modified his rebar cage support in a manner
satisfactory to the Engineer.
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Concrete Placement
Concrete placement shall commence within two (2) hours after completion of the excavation
and shall be placed in one continuous operation to the top of the shaft. Concrete shall be placed
through a tremie. The tremie used shall consist of a tube of one-piece construction. Concrete
shall be placed through a hopper at the top of the tube so that the concrete is deposited through
the center of the reinforcing steel to prevent segregation of the aggregates and splashing of
concrete on the reinforcement cage. The Contractor's proposed method for depositing
concrete shall have approval of the Engineer prior to concrete placement. The concrete on the
top 5 feet of the shaft shall be vibrated.
Casing Removal
During casing removal, a minimum 5 foot head of concrete must be maintained to balance the
soil and water pressure at the bottom of the casing. This casing shall be well coated with form
oil prior to concrete placement.
Construction Tolerances
1.The centerline of the drilled shaft shall be within 3 inches of the Plan position in the
horizontal plane, at the Plan elevation for the top of the shaft.
2.The vertical alignment of the shaft excavation shall not vary from the Plan alignment by
more than 1/4 inch per foot of depth.
3.After all the concrete is placed, the top of the reinforcing steel cage shall be no more than
1/2 inch above and no more than 1/2 inch below the Plan position.
4.The minimum diameter of the drilled shaft shall be 1inch less than the specified shaft
diameter.
5.The top elevation of the shaft shall have a tolerance of ±1/2 inch from the Plan top of shaft
elevation.
6.Excavation equipment and methods shall be designed so that the completed shaft
excavation will have a flat bottom. The cutting edges of excavation equipment shall be
normal to the vertical axis of the equipment within a tolerance of± 3/8 inch per 12 inches of
diameter.
Drilled shaft excavations constructed in such a manner that the concrete shaft cannot be
completed within the required tolerances are unacceptable. When approved, corrections may
be made to an unacceptable drilled shaft excavation by any approved combination of the
following methods:
1.Overdrill the shaft excavation to a larger diameter to permit accurate placement of the
reinforcing steel cage with the required minimum concrete cover.
2.Increase the number and/or size of the steel reinforcement bars.
The approval of the correction procedures is dependent on analysis of the effect of the degree
of misalignment and improper positioning. Correction methods may be approved as design
analysis indicate. Redesign drawings and computations prepared by the Contractor's Engineer
shall be signed by a Professional Engineer licensed in the State of Washington. Materials •and
work necessary, including Engineering analysis and redesign, to effect corrections for out of
tolerance drilled shaft excavations shall be furnished at no cost to the Contracting Agency.
Submittals
1.Before placing the reinforcing steel, the Contractor shall submit shop drawings to the
Engineer for the reinforcing cage.
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2.Work shall not proceed until the appropriate submittals have been approved in writing by
the Engineer.
8-20.3(5) Conduit
8-20.3(5)A General
Section 8-20.3(5)A is supplemented with the following:
When copper or fiber optic interconnect cable is part of a project, the conduit sweeps bringing
the interconnect cable into and out of the junction boxes shall be offset as directed by the
Engineer to accommodate the cable’s tendency to curl. The conduit sweep shall have a
minimum bend radius of 24-inches.
Conduits shall be capped during construction using manufactured seals to prevent entrance of
water and debris. Spare conduits shall be capped and labeled as City of Renton conduits and
shall include polyester detectable pull tape that meets or exceeds a breaking strength of 900
lbs. Detectable pull tape shall also be added to conduits occupied with non-electrical cables.
Where sidewalk panels need to be removed for the installation of conduit or junction boxes,
the Contractor is responsible for restoring the area near the back of sidewalk as needed to
repair damage from sidewalk panel formwork.
Where intercepting and splicing to an existing conduit is called out on the Plans, the Contractor
shall verify the conduit size and schedule before ordering the new conduit sections. The size
provided on the Plans is an estimation.
8-20.3(5)A3 Damaged or Blocked Conduits
Section 8-20.3(5)A3 is added as follows:
Damaged or blocked conduits shall be repaired by the Contractor. The Contractor shall attempt
to remove debris in the conduit by blowing in air. The Contractor shall be careful not to blow air
towards the service or controller cabinet. If the blockage doesn’t break free, the Contractor
shall identify the potential blocked/damaged location using a fish tape. Once the blockage
location is identified, the Contractor shall attempt to remove the existing cabling (if any) from
the conduit. If the cabling is removed, the Contractor shall attempt to pass a fish tape through
the conduit again. If the fish tape passes through the conduit past the identified blockage point
easily, the Contractor shall attempt to reinstall all existing cabling along with the new cabling
called out in the Contract Plans.
If the existing cabling cannot be removed, or reinstalled after removal, the Contractor shall
excavate down to the conduit blockage point and repair the conduit break. The Contractor shall
obtain approval from the Engineer prior to removing existing cabling or beginning excavation.
All cabling shall be removed from the conduit prior to repairing the broken conduit. Once the
conduit is repaired, the Contractor shall restore the disturbed area. The removal of cable,
excavation, conduit repair, and surface restoration will be paid for by change order or Minor
Change as determined by the Engineer. The cost for other work needed to identify and remedy
blocked conduits as described in this Section shall be incidental.
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8-20.3(5)B Conduit Type
Delete the second paragraph of Section 8-20.3(5)B and replace with the following:
Rigid metal conduit (RMC) shall only be placed where indicated and shown on the Contract
Plans.
Section 8-20.3(5)B is supplemented with the following:
All conduit shall be PVC Sch 80 rigid non-metallic unless noted otherwise in the Contract 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 all conduit and necessary fittings as needed. Conduit size shall
be as indicated on the wiring and conduit schedule shown on the Plans. Conduit to be provided
shall be of the type indicated below:
All joints shall be made with strict compliance to the manufacturer's recommendations
regarding cement used and environmental conditions.
Conduits shall be capped during construction using manufactured seals to prevent entrance of
water and debris. The conduits shall be cleaned before pulling wire and shall include bonded
ground wire (including spare conduits for locating purposes).
Spare conduits shall be capped and labeled "City of Renton" conduits.
8-20.3(5) E4 Directional Boring
Section 8-20.3(5) E4 is supplemented with the following:
All directional boring requires approval by the City of Renton. Bored conduit shall be High
Density Polyethylene (HDPE). All utilities in the bore path shall be potholed and located. A
bore profile showing located utilities shall be submitted to the City for approval prior to boring.
All piping system components shall be the products of one manufacturer. The conduit and
fittings shall be free, within commercial tolerances of objectionable lines, striations, bubbles,
welds or other manufacturing defects which would impair the service of the conduit or fittings.
Conduit shall be appropriate for the stress generated by the selected equipment and field
conditions. Bored conduit couplings shall meet or exceed all ASTM strength and composition
standards for the particular type used. All couplings shall be leak proof. Drilling fluid used for
directional boring shall be an inert mixture of water and bentonite clay conforming to the drilling
equipment manufacturer’s recommendations.
8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes
Section 8-20.3(6) is supplemented with the following:
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
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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 box as per the
Plans, specifications and detail sheets. Concrete shall be promptly cleaned from the junction
box frame and lid.
If junction boxes are placed in the sidewalk, they shall not be placed closer than 12 inches from
the edge of any sidewalk or sidewalk joint. The frame and lid shall be from 0 to 3/16 inch below
a straight edge laid across the sidewalk, and the lid shall be flat to a maximum of 1/16 inch
positive camber. Pre-molded joint filler for expansion joints shall be placed around junction
boxes installed in sidewalks. All junction boxes placed in the sidewalks shall have skid resistant
lids.
Junction boxes shall have galvanized steel locking lids and frames.
Wiring shall not be pulled into any conduit until all associated junction boxes have been
adjusted to or installed in their final grade and location, unless installation is necessary to
maintain system operation. If wire is installed for this reason, sufficient slack shall be left to
allow for final adjustment.
The Contractor shall not damage any existing conduits when replacing or excavating existing
junction boxes. The Contractor is to maintain the integrity of all junction boxes during
reconfiguration of the conduits, installation of new conduits or when excavating.
8-20.3(8) Wiring
Section 8-20.3(8) is supplemented with the following:
All illumination circuits shall be labeled with a PVC marking sleeve bearing the circuit number
at each junction box whether splices are present or not. Terminal strips in cabinets, or when
used as a connection device between conductors, shall bear the circuit numbers.
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 shall have an open end
soldered terminal connector. All terminals shall be installed with a tool designed for 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.
For installing new cables in existing occupied or empty conduit, the Contractor shall be
responsible for the following steps: 1) Install a new pull rope using a rod/fish tape in the conduit
for pulling in the new cabling if a pull rope does not already exist. 2) If the Contractor cannot
get the rod/fish tape to pass through the conduit, the Contractor shall blow air through the
conduit to remove any debris blocking the rod/fish tape path. The Contractor shall be careful
not to blow air into controller or service cabinets. 3) If the rod/fish tape still does not pass
through the conduit after blowing air, the Contractor shall disconnect a single existing wire as
agreed to by the Engineer (if the conduit is occupied) and use that wire to pull the new wiring
plus a new cable to replace the existing cable that is being used for pulling. 4) If no existing
wire can be used to pull in the new wire, the Contractor shall try another conduit run if one
exists, or pull out all existing wiring from the conduit and use to pull in the new wiring plus all
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new cabling to replace existing cabling. Rodding, fish taping, blowing air, and disconnecting/
reconnecting cable shall be the Contractor’s cost responsibility. In an event that none of these
steps led to successful wire installation, the Contractor shall install new conduit as directed by
the Engineer.
8-20.3(9) Bonding, Grounding
Section 8-20.3(9) is supplemented with the following:
All street light standards and other features 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.
Ground rods are considered miscellaneous items and all costs are to be included within the
Bid Items in the proposal.
Polyester detectable pull tape shall not be connected to the equipment-grounding system.
The Contractor shall provide and install bonding and grounding wires as described in Standard
Specifications and the National Electric Code for any new metallic junction box and any
modified existing junction boxes (if not already present). For the purposes of this section, a box
shall be considered “modified” if new current-carrying conductors are installed, including low-
voltage conductors, or if the box is adjusted to grade, or if the box lid is modified.
8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets
Section 8-20.3(10) is revised by deleting the second and third paragraphs and supplement with
the following:
Electrical service cabinet shall be single phase 120/240 Volt, 3 wire 60 cycle A.C. (street
lighting contactor/traffic signal, grounded neutral service) per COR Standard Plans 122.1 and
122.2, except breakers shall be per panel schedule per the Plans. Twistlock photocell shall be
mounted inside cabinet behind wireglass window.
The service point shall be as noted on the Plans and shall be verified with the electrical
servicing utility (the Contractor to coordinate a power service point availability, with a power
company).
The Contractor shall bore new conduit, as shown on the Plans, from the new electrical service
cabinet to PSE power source (coordinate work with Puget Sound Energy prior to cabinet base
installation). In addition, the Contractor shall provide service conductors from the electrical
service to the power source with at least 20 feet of service wire coiled and coordinate the
connection with Puget Sound Energy Representative. All connections and interfacing with
Puget Sound Energy shall conform to Puget Sound Energy requirements.
The Contractor shall have the electrical service inspected by the City Electrical Inspector and
shall be solely responsible for coordination with the power company to have the service
energized. The Contractor shall notify the City Inspector when the service is ready for
connection and shall coordinate with Puget Sound Energy. The Contractor shall pay for all
connection fees.
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Service cabinet shall be shipped and delivered to the job site in a protective covering with
suitable dunnage to prevent damage to the exterior surface.
8-20.3(11) Testing
Section 8-20.3(11) is supplemented with following:
All work shall be completed in a manner that provides the Inspector and Engineer with full
knowledge of the construction. The work shall proceed in accordance with the approved
construction schedule previously supplied to and approved by the City. The Inspector and
Engineer may, at their option, require work completed without their knowledge or inspection to
be dismantled so that it can be inspected to their satisfaction.
8-20.3(13) Illumination Systems
Section 8-20.3(13) is supplemented with following:
Light Standards shall be erected in accordance with Standard Specifications Section 8-20.3(4).
The illumination system shall be energized from a single photoelectric cell mounted in the
service cabinet in accordance with the City of Renton Standard Detail 122.1.
8-20.3(13)A Light Standards
Section 8-20.3(13)A is supplemented with following:
Lighting standards shall be fabricated in conformance with the methods and materials specified
on the pre-approved Plans and outlined in the Standard Specifications and these Special
Provisions.
Anchor bolts shall extend through the top heavy-hex nut two full threads to the extent possible
while conforming to the specified base clearance requirements. Anchor bolts shall be tightened
by the Turn-Of-Nut Tightening Method in accordance with Standard Specifications Sections 6-
03.3(33) and 8-20.3(4).
The grout pad shall not extend above the elevation of the bottom of the base. The hand hole
shall be located at 90 degrees to the luminaire arm on the side away from traffic.
A grounding lug or nut shall be provided in the handhole frame or inside the handhole frame
or inside the pole shaft to attach a ground bonding strap.
All poles and luminaire arms shall be designed to support a luminaire weight of 50 lbs. or more
and to withstand pressures caused by wind loads of 85 MPH with gust factor of 1.3.
All poles shall maintain a minimum safety factor of 4.38 PSI on yield strength of weight load
and 2.33 PSI for basic wind pressure.
Miscellaneous Hardware:
All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be
stainless steel.
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I.D. (Identification for poles):
The Contractor shall provide a combination of digits and letters on each pole (per luminaire
schedules on illumination plans), 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:
•3-inch square with gothic gold or white reflectorized 2-inch legend on a black
background, or
•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
of Renton Transportation Maintenance Manager. Cost for the decals shall be considered
incidental to the contract bid.
Install I.D tag on pole and in foundation per City of Renton Standard Plan 139.
The pole shaft shall be provided with a 3" x 5" flush handhole 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 on 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
torqueing 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 troweled 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 WSDOT Standard Detail J-28.40.
8-20.3(13)B Uplights
Section 8-20.3(13)B is added as follows:
At the intersection of Rainier Avenue S & S 3rd Street, the proposed gateway monument shall be
illuminated with supplemental uplights. Foundations shall be per the Plans. See Section 9-
29.10(3) Uplights for additional material specifications. Uplights shall be controlled by the cabinet
mounted photocell.
8-20.3(13)F Electrical Systems for Gateway Monuments and Kiosks
Section 8-20.3(13)A is added as follows:
Electrical systems for gateway monuments and kiosks shall include modifications to and
installation of new electrical service cabinets, installation of wiring to monuments and kiosks,
re-using or installation of new conduits, trenching, restoration of sidewalks and other required
work needed to energize new internally illuminated structures. Lights shall be controlled by the
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cabinet mounted photocell. All work shall be coordinated with the Transportation Maintenance
Supervisor Eric Cutshall (425) 430-7423.
8-20.3(15) Grout
Section 8-20.3(15) is supplemented with the following:
After the pole is plumbed the space between the concrete foundation and the bottom of the
pole base plate shall be filled with a dry pack mortar grout troweled 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.
8-20.3(17) “As Built” Plans
Section 8-20.3(17) is supplemented with the following:
Upon completion of the construction and prior to the turn-on of any traffic control equipment,
the Contractor shall furnish an “as-built” plans of each intersection showing all pole locations,
junction boxes, miscellaneous equipment, conductors, cable wires up to the cabinets, and with
a special symbol identifying those items that have been changed from the original Contract
Drawings. All items shall be located within 1-foot horizontal distance and 6 inches vertical
distance above, below, or at the surface.
8-20.4 Measurement
Section 8-20.4 is supplemented with the following:
For all lump sum items listed section 8-20.5 Payment, no specific unit of measurement will
apply, but measurement will be for the sum total of all items for a complete system to be
furnished and install.
Sawcutting required shall be incidental to lump sum items and no separate measurement will
be made.
Conduit zone bedding shall be incidental to the lump sum items and no separate measurement
will be made.
Removal, and salvage where required, of existing illumination shall be incidental to the lump
sum items and no separate measurement will be made.
Temporary surface restoration items required for resuming pedestrian and vehicular traffic prior
to final surfacing, including steel sheeting, crushed rock, and cold mix asphalt, shall be
incidental to the lump sum items and no separate measurement will be made.
The cost of existing foundation removal, conduit boring, conduit trenching, backfilling, and
compaction shall be included in the listed lump sums.
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All costs for adjustment of junction boxes, both to the final grade and any grade adjustments
required for the various construction stages proposed in the Contract, or for alternative stages
proposed by the Contractor, shall be included in the applicable lump sum contract price(s).
8-20.5 Payment
Section 8-20.5 is supplemented with the following:
Payment will be made in accordance with the Special Provisions, Section 1-04.1, for each of
the following bid items that are included in the proposal:
"Illumination System Along Wells Avenue, Complete", per lump sum.
" Electrical System for Internally Illuminated Pedestrian Kiosk at S 3rd Street &
Burnett Avenue S ", per lump sum.
" Electrical System for Internally Illuminated Gateway Monument at S 4th Street &
Burnett Avenue S", per lump sum.
" Electrical System for Internally Illuminated Gateway Monument at S 3rd Street &
Rainier Avenue S” per lump sum.
The unit Contract prices for above listed lump sums shall be measured for the total of all labor
and equipment necessary for installation of complete permanent electrical systems. All items
and labor necessary to supply, install, and test electrical service cabinets, foundations,
illumination poles, luminaires, receptacles, flower baskets, flex irrigation conduit, banner arms,
uplights, potholing for foundations, conduit, wiring, junction boxes, excavation, boring,
trenching, backfill, compaction, removal of existing poles and foundations, removal of
luminaires, services cabinets and associated electrical items, conduit/wiring, restoring facilities
destroyed or damaged during construction, salvaging existing materials, coordination with local
agencies, obtaining permits, electrical inspections, traffic control, providing uniform police
officer control, as-built plans and all other components necessary to make a complete electrical
systems, shall be included within the lump sum measurements. All painting of components
shall be considered incidental to the lump sum measurement. Coordination with local agencies,
testing and inspections shall be considered incidental to the bid items in this section and no
additional compensation will be made.
8-21 PERMANENT SIGNING
8-21.1 Description
This section is supplemented with the following:
This work shall consist of fabricating and installing Pedestrian Directional Post and Foundation,
in accordance with details shown in Plans and as specified herein.
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8-21.2 Materials
Materials shall meet the requirements of the following sections unless noted:
Concrete 6-02
Painting 6-07
Reinforcing Steel 9-07
Paints and Related Materials 9-08
Signing Materials & Fabrication 9-28
Pedestrian Directional post material shall be square galvanized steel tube, with galvanized top
cap, color and powder coat per Special Provisions Section 6-07 Painting.
8-21.3 Construction Requirements
The Contractor shall provide paint chip of post finish sample(s) (per 6-07 Painting) for Engineer’s
approval, prior to fabrication.
Contractor shall refer to the structural foundation details as shown on the Plans.
The Contractor shall provide shop drawings for fabrication, indicating dimensions/callout for all
materials, welds, catalog cut sheets of paint materials, fastening locations, and installation of all
post prior to fabrication, for Engineer’s approval.
Tube post and foundations for all sign type fabrication methods shall be designed, approved and
signed by sign fabricator’s structural engineer.
Locations of all sign pole/foundation shall be confirmed by the Engineer on site prior to installation.
All welding shall be in accordance with AISC and AWS D1.1 Code standards and shall be
performed by WABO-certified welders. Welds shall meet Section 6-03.3(25) of the Standard
Specifications.
Upon completion of the project, the Contractor shall reset all signs, which have been disturbed or
removed during the construction, in their permanent location to the satisfaction of the Owner.
Any damage due to the Contractor’s negligence before the end of the project shall be replaced
by the Contractor with no additional compensation allowed.
8-21.4 Measurement
“Pedestrian Directional Post and Foundation” shall be measured per each installed Pedestrian
Directional pole and foundation.
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8-21.5 Payment
Payment will be made in accordance with Section 1-04.1, for each of the following bid items:
“Pedestrian Directional Post and Foundation”, per each
The contract bid price per each above, shall include tube post, foundation design, concrete, rebar,
excavation & removal of subgrade, restoration of disturbed area where required and other
incidental work for foundation installation and shall be full compensation for all labor, furnishing,
installation, material, tools and equipment necessary to satisfactorily complete the work as
defined in the Standard Specifications and these Special Provisions.
8-26 GATEWAY MONUMENT (NEW SECTION)
8-26.1 Description
This work shall consist of the fabrication and installation of a complete Gateway Monument,
including cabinet box, graphic panel, acrylic/metal letters, frame, LED light strips (and all related
electrical/lighting work within cabinet), CIP footing, removable access door panel, L-shaped
frame, foundation and up-lighting, as detailed on the Plans and as specified herein at two locations
on the Plans.
8-26.2 Materials
All materials shall be new stock and free from defects impairing strength, durability and
appearance.
Materials shall meet the requirements of the following sections as applicable unless noted:
Concrete Structures 6-02
Steel Structures 6-03
Painting 6-07
Electrical 8-20
Structural Steel and related materials 9-06
Bolts, Washers, Other Hardware 9-06.22
Reinforcing Steel 9-07
Gateway Monument and foundation shall be custom fabricated as specified and as detailed in the
Plans.
Concrete
Concrete shall be Class 4000 unless noted otherwise on the Plans.
Reinforcing Steel
Reinforcing Steel shall conform to AASHTO M31 Grade 60.
Structural Steel
Structural Steel shall conform to AASHTO M270, Grade 36
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Miscellaneous Metals
All Miscellaneous Metals and related components shall conform to the following ASTM or
AASHTO designations:
High-Strength Bolts
AASHTO M 164, Type 3
Anchor Bolts
ASTM F 1554, Grade 36
Nuts for Anchor Bolts
AASHTO M291, Grade A
Aluminum
Provide aluminum of the best commercial quality with the various forms straight and true. Replace
materials, which have scratches, scars, creases or buckles.
Cabinet box, L-shaped frame and removable access panels shall be comprised of aluminum
plates, angles, channels, extrusions, tabs and other structural items shall be fabricated from alloy
6061-T6 or 6063-T5.
Aluminum used for Gateway Monument shall have a minimum thickness of 0.208” with a mill
finish.
Welded joints shall be heli-arc welded in conformance with the American Welding Society and
the Aluminum Association’s specifications.
Fabrication shall include all connections necessary for installation including, but not limited to the
Contract Documents. Fittings and fasteners shall be same basic material as parts being joined.
The Contractor shall not use materials that will be corrosive or incompatible with the materials
being fastened; Contractor shall not utilize pop rivets, sheet metal screws, adhesives or cast
fittings.
Cabinet Box and Graphic Panel shall be painted per 6-07.
Neoprene rubber strip shall be 60 durometer hardness.
Metal Letters
The City Letters consist of the six letters spelling ‘RENTON’, custom cut and fabricated, as shown
and detailed per Plans.
The Engineer shall provide the Contractor with an electronic file of the typeface for use in cutting
and layout.
The City Letters shall be ¼” thick from alloy C22000, also known as commercial bronze or 9010
(90% copper, 10% zinc) and a clear sealer on top. The letters shall be attached, as shown on the
Plans and per the approved shop drawings; all cut edges and welds shall be ground smooth.
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Acrylic Resin Letters
Letters consisting of the eight letters spelling ‘DOWNTOWN’, ring and lower case letter “i” shall
be water-jet cut from lightweight, rigid, UV-resistant, weather resistance, suitable for outdoor
application, thermoplastic material made from a frost white cell-cast acrylic resin sheets.
All acrylic pieces shall comply with impact resistance ANSI Z91.7 and have 10,000 psi tensile
strength. Acrylic shall meet the following requirements:
•Impact resistance ANSI Z91.7
•Tensile strength 10,000 psi
Bonding agent for acrylic strips shall be a free-flowing, clear solvent type bonding agent for acrylic
pieces.
LED Light Strips
LED light strips shall have a universal led driver (120v), approximately 6800k (cool white)
correlated color temperature, and the power supply shall operate at 12 volts DC.
Letters
Lettering shall be as detailed on the Plans. At the Contractor’s request, the Engineer will provide
electronic graphic files for fabrication. Fabrication shall include all connections necessary for
installation including, but not limited to the Plans, details and these specifications.
Letter forms shall be upper case as indicated on the Plans. Typographic substitutions will not be
accepted.
The Engineer shall provide electronic file of aluminum letters for fabrication upon Contractor’s
requests.
Fasteners, Anchors, and Hardware
Fasteners, anchors and hardware shall be stainless steel, and of prime commercial quality.
Vandal-resistant fasteners shall be used whenever possible.
Hardware shall be non-conductive and/or insulated when joining non-compatible material.
All metal bolts, studs, threaded screws, threaded sleeves, brackets and other attachments
fastened to the metal angles, shall be made of a recognized corrosion resistant metal such as
stainless steel type 304 or equivalent.
Stainless steel bolts and fasteners shall conform to ASTM F593-02(2008) Standard Specification
for Stainless Steel Bolts, Hex Cap, and Studs.
Fittings and fasteners shall be same basic materials as parts being joined. The Contractor shall
not use materials that will be corrosive or incompatible with the materials being fastened; the
Contractor shall not utilize pop rivets, sheet metal screws, adhesives or cast fittings.
Silicone Sealant
Sealant shall be RTV 100% clear silicone rubber made of a one-part acetoxy cure adhesive
sealant and contains non-toxic ingredient. Silicone sealant shall also have high resistance to
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weathering, water, vibration, moisture, ozone, extreme temperatures, and meets Federal
Specifications TT-S-001543A, TT-S-00230C and ASTM C920-95.
Up-lighting
Up-lighting shall be per Section 9-29.10(5) of these Special Provisions.
Anti-graffiti Coating
Anti-graffiti coating shall be a water-borne, breathable, zero VOC, silane-based anti-graffiti clear
sealer suitable for concrete surfaces.
Meet or exceeding ASTM D6578 Graffiti test
Non-reactive, zero VOC, AQMD and CARB compliant
Allow moisture vapor to escape while not allowing moisture to penetrate
Submit product data and manufacturer for Anti-graffiti Coating to the Engineer for approval at
least 14 calendar days prior to beginning construction.
Conduit
Conduit shall meet the requirements of Section 9-29.1 of these Special Provision and the
Standard Specifications.
Quality Assurance
Use only personnel thoroughly experienced and skilled with the products and methods for
fabrication and installation of signing specified.
Manufacturer shall be able to demonstrate a minimum of five years or more fabrication experience
in the architectural signage industry.
The Contractor shall be responsible for delivering precast pieces to the site undamaged. Any
damaged or blemished materials will be rejected and replaced at the Contractor’s expense.
8-26.3 Construction Requirements
Gateway Monument shall be fabricated in a shop with fabrication and related installation
experience of a minimum of five (5) years creating similar custom architecturally visible structures
and metal fabrications.
The following fabricators, or approved equals, are qualified for this type of work:
Creo-Industrial Arts
Contact Person: Dana Grange
Phone Number: (425) 775-7444
8329 216th Street SE, Woodinville, WA 98072
Triton Sign & Design
Contact Person: Kelly Garrett
Phone Number: (206) 550-5837
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Tube Art Group
Contact Person: Wade Brown
Phone Number: (206) 264-2956
11715 SE 5th Street, Bellevue, WA 98005
At Contractor’s request, the Engineer shall provide electronic graphic files for graphic image.
Contractor shall field verify locations of Gateway Monuments with Engineer’s approval prior to
installation.
Gateway Monument shall be installed level and plumb.
Install Gateway Monument, with approved expansion bolts, as shown and detailed on Plans or
as provided by manufacturer.
The Contractor shall also inspect the sign location for in-ground utilities such as electrical conduit,
sprinklers or other obstructions that could affect the placement of the sign. If any in ground utilities
are located that Contractor shall notify the Engineer immediately.
The Contractor shall submit (3) samples of each finish color, each with gloss for approval.
Aluminum coupon samples shall be three (3) inches by five (5) inches.
The Plans and details contained in the Contract Documents are for informational purposes only.
Contractor provided shop drawings shall be required. Shop drawings shall include all items
necessary to completely fabricate and install the gateway monument, up-lighting and foundation
as shown on the Plans and as described herein.
The shop drawings for Gateway Monument shall indicate all dimensions, sections, elevations,
details, colors, materials, finishes, structural elements, illumination elements, fastenings,
anchoring devices, mounting methods, fabrication methodology and installation requirements.
Contractor shall coordinate fabrication schedule with construction progress to avoid delay of work.
Products or processes varying from the Contract Documents shall not be used without written
approval of the Engineer.
Prevent galvanic action and other forms of corrosion by isolating dissimilar materials from each
other.
Silicone sealant shall be applied per manufacturer’s recommendation.
All welding shall be in accordance with AISC and AWS standards and shall be performed by
WABO-certified welders. Welds shall meet Section 6-03.3(25) of the Standard Specifications.
The Gateway Monument shall be properly grounded per section 8-20.3(9) of these Special
Provisions and the Standard Specifications.
Concrete foundation shall be placed against undisturbed earth where possible. Before placing
the concrete, the Contractor shall block out around any other underground utilities that may lie in
the excavated base to prevent foundation adherence to the utility line.
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Concrete foundations shall be troweled, brushed, and edged. Exposed anchor bolts and conduits
shall be promptly cleaned of any concrete after installation.
Provide a uniform consistent concrete finish with no visible joints, grain patterns, air holes and
forming patterns visible (including patches).
Concrete finish shall receive light sandblast on all exposed surfaces.
Contractor shall coordinate fabrication schedule with construction progress to avoid delay of work.
Products or processes varying from the Contract Documents shall not be used without written
approval of the Engineer.
Any damage due to the Contractor’s negligence before the end of the project shall be replaced
by the Contractor with no additional compensation allowed.
8-26.3(6) Typology and Color
Stated dimensions shall take precedence over scaled dimensions. Contractor to obtain a scaled
copy of the match text type, scale and spacing details. In the event of conflict between the City
provided graphics and text within the drawings, notify the Engineer immediately for resolution of
the discrepancy.
Lettering and digital screen printed/etched graphics shall be as detailed on the Plans. At the
Contractor’s request, the Engineer will provide electronic graphic files for fabrication. Fabrication
shall include all connections necessary for installation including, but not limited to the Plans,
details and these specifications.
Letter forms shall be upper case as indicated on the Plans. Letter height is identified as upper
case letter height.
Typographic substitutions will not be accepted.
The Engineer shall provide electronic file of aluminum letters and scree- printed graphics for
fabrication upon Contractor’s requests.
8-26.3(7) Inspection
The Engineer shall inspect all components of the sign as they arrive on site and after they have
been installed. If, at any time, the Engineer finds any flaws, defects or discrepancies from the
details and shop drawings the Engineer shall reject the components and require the Contractor
to provide new components that meet the specified criteria.
If, after the final inspection, it is determined that there is need for the Contractor to correct flaws
or mistakes in the fabrication or installation of product, the Contractor shall execute such
corrections expeditiously and at the Contractor’s expense.
Use all means necessary to protect materials before, during and after installation until final
acceptance of work by the Engineer.
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8-26.4 Measurement
No specific unit of measurement shall be applied to the lump sum bid item “Gateway Monument”.
8-26.5 Payment
Payment shall be made for the following bid item:
" Gateway Monument ", per lump sum.
The unit Contract price for “Gateway Monument” shall be full payment for furnishing and installing
a complete “Gateway Monument” at the two locations shown on the Plans and herein specified
but not limited to excavation, gravel borrow, concrete foundations, concrete finish, graphic panel,
cabinet box, removable access door panel, letters and LED up-lighting, LED drivers, mounting
hardware, all related electrical/lighting work within the cabinet (conduit, wiring, junction boxes,
splices), performing all required tests and obtaining all required electrical permits. All additional
materials and labor, not shown in the Plans or called for herein and which are required to complete
a Gateway Monument at the locations specified shall be included in the above listed item lump
sum contract price.
8-27 PEDESTRIAN KIOSK (NEW SECTION)
8-27.1 Description
This work shall consist of the fabrication and installation of a complete Pedestrian Kiosk, including
cabinet box, graphic panel, acrylic graphics, cabinet frame, digital information screen, LED light
strips and foundation, as detailed on the Plans and as specified herein at locations and elevations
shown on the Plans.
8-27.2 Materials
All materials shall be new stock and free from defects impairing strength, durability and
appearance.
Materials shall meet the requirements of the following sections unless noted:
Concrete 6-02
Steel Structures 6-03
Painting 6-07
Electrical 8-20
Structural Steel and related materials 9-06
Reinforcing Steel 9-07
Pedestrian Kiosk and foundation shall be custom fabricated as specified and as detailed in the
Plans.
Concrete
Concrete shall be Class 4000A unless noted otherwise on the Plans.
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Aluminum
Provide aluminum of the best commercial quality with the various forms straight and true. Replace
materials, which have scratches, scars, creases or buckles.
Cabinet box, L-shaped frame and removable access panels shall be comprised of aluminum
plates, angles, channels, extrusions, tabs and other structural items shall be fabricated from alloy
6061-T6 or 6063-T5.
Aluminum used for concealing framing of pedestrian kiosk frame shall have a minimum thickness
of 0.125” with a mill finish.
Welded joints shall be heli-arc welded in conformance with the American Welding Society and
the Aluminum Association’s specifications.
Fabrication shall include all connections necessary for installation including, but not limited to the
Contract Documents. Fittings and fasteners shall be same basic material as parts being joined.
The Contractor shall not use materials that will be corrosive or incompatible with the materials
being fastened; Contractor shall not utilize pop rivets, sheet metal screws, adhesives or cast
fittings.
Apply one coat of bituminous paint, or other approved method, to concealed aluminum surfaces
in contact with cementitious or dissimilar materials. Touch up for scratches as recommended by
coating manufacturer for field application.
Steel
Structural steel shall have a galvanized finish.
Reinforcing Steel shall conform to ASTM A615, Grade 60.
Miscellaneous Metals
All Miscellaneous Metals and related components shall conform to the following ASTM
designations:
Light Gauge Steel (Sheet Metal)
ASTM A653, Fy = 33 ksi,
Galvanized Light Gauge Steel Finish ASTM A446
Stainless Steel Anchor Bolts
ASTM A193 Type 316
Stainless Steel Nuts
ASTM A194, Type 316
Acrylic Ring and “i”
Acrylic sheet shall be rigid light weight thermoplastic sheeting, sign grade suitable for outdoor
sign applications. Contractor shall submit sample and manufacturer specifications for Engineer
approval, prior to installation.
Fasteners, anchors, and hardware
Fasteners, anchors and hardware shall be stainless steel, and of prime commercial quality.
Vandal-resistant fasteners shall be used whenever possible.
Stainless steel screws shall be flat head, tamper resistant, machine screws flush and set with
kiosk frame, L-shaped frame and access door panel.
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Screws shall match in color with materials to be fastened.
Hardware shall be non-conductive and/or insulated when joining non-compatible material.
Adhesives and adhesive tapes
All adhesives and adhesive tapes required for plastic, glass, and metal shall be a type
recommended for the particular usage by the manufacturer and guaranteed to meet the general
and structural support criteria.
Silicone Sealant
Sealant shall be RTV 100% clear silicone rubber made of a one-part acetoxy cure adhesive
sealant and contains non-toxic ingredient. Silicone sealant shall also have high resistance to
weathering, water, vibration, moisture, ozone, extreme temperatures, and meets Federal
Specifications TT-S-001543A, TT-S-00230C and ASTM C920-95.
Conduit
Conduit shall meet the requirements of Section 9-29.1 of these Special Provision and the
Standard Specifications.
Digital Information Screen
Digital Information Screen shall be UV-resistant, IP67, outdoor rated from the following
manufacturer:
https://www.alivepromo.com/?portfolio=kiosks-outdoor
AlivePromo, Inc.
Desk Direct: 763-795-1034
Tech Support: 763-795-1031 option 1
Creative Services: 763-795-1031 option 3
Main: 763-795-1031
Toll Free: 866-297-3877
2605 Fernbrook Lane North
Suite C
Plymouth, MN. 55447
Contact person: Sam Rogers
srogers@alivepromo.com
8-27.3 Construction Requirements
Pedestrian Kiosk shall be fabricated in a shop with fabrication and related installation experience
of a minimum of five (5) years creating similar custom architecturally visible structures and metal
fabrications.
The following fabricators, or approved equals, are qualified for this type of work:
Creo-Industrial Arts
Contact Person: Dana Grange
Phone Number: (425) 775-7444
8329 216th Street SE, Woodinville, WA 98072
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Triton Sign & Design
Contact Person: Kelly Garrett
Phone Number: (206) 550-5837
Tube Art Group
Contact Person: Wade Brown
Phone Number: (206) 264-2956
11715 SE 5th Street, Bellevue, WA 98005
At Contractor’s request, the Engineer shall provide electronic graphic files for graphic image.
Contractor shall field verify location of Pedestrian Kiosk with Engineer’s approval prior to
installation.
Pedestrian Kiosk shall be installed level and plumb.
Submittals shall conform to Section 1-06.7 and shall contain shop drawings for fabrication,
fastening locations, and installation of “Pedestrian Kiosk”, prior to fabrication.
The Plans and details contained in the Contract Documents are for informational purposes only,
Contractor shall provide shop drawings for Engineer’s approval prior to pedestrian kiosk
fabrication. Shop drawings shall include all items necessary to completely fabricate and install the
pedestrian kiosk and foundation as shown on the Plans and as described herein.
The shop drawings for Pedestrian Kiosk shall indicate all dimensions, sections, elevations, details,
colors, materials, finishes, structural elements, illumination elements, fastenings, anchoring
devices, mounting methods, fabrication methodology and installation requirements.
Silicone sealant shall be applied per manufacturer’s recommendation.
Contractor shall coordinate fabrication schedule with construction progress to avoid delay of work.
Products or processes varying from the Contract Documents shall not be used without written
approval of the Engineer.
Prevent galvanic action and other forms of corrosion by isolating dissimilar materials from each
other.
All welding shall be in accordance with AISC and AWS standards and shall be performed by
WABO-certified welders. Welds shall meet Section 6-03.3(25) of the Standard Specifications.
The Kiosk shall be properly grounded per section 8-20.3(9) of these Special Provisions and the
Standard Specifications.
Concrete foundation shall be placed against undisturbed earth where possible. Before placing
the concrete, the Contractor shall block out around any other underground utilities that may lie in
the excavated base to prevent foundation adherence to the utility line. Concrete foundations shall
be troweled, brushed, and edged. Exposed anchor bolts and conduits shall be promptly cleaned
of any concrete after installation.
Any damage due to the Contractor’s negligence before the end of the project shall be replaced
by the Contractor with no additional compensation allowed.
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8-27.3(7) Inspection
The Engineer shall inspect all components of the sign as they arrive on site and after they have
been installed. If, at any time, the Engineer finds any flaws, defects or discrepancies from the
details and shop drawings the Engineer shall reject the components and require the Contractor
to provide new components that meet the specified criteria.
If, after the final inspection, it is determined that there is need for the Contractor to correct flaws
or mistakes in the fabrication or installation of product, the Contractor shall execute such
corrections expeditiously and at the Contractor’s expense.
Use all means necessary to protect materials before, during and after installation until final
acceptance of work by the Engineer.
8-27.4 Measurement
No specific unit of measurement shall be applied to the lump sum bid item “Pedestrian Kiosk”.
8-27.5 Payment
Payment shall be made for the following bid item:
"Pedestrian Kiosk", per lump sum.
The unit bid price for "Pedestrian Kiosk” shall be considered full payment for furnishing and
installing a complete “Pedestrian Kiosk” at the location specified and as shown in the Plans and
herein specified including but not limited to excavation, sawcutting, collection and disposal of
wasted water resulting from sawcutting, trenching, conduit bedding, gravel borrow, trench backfill,
concrete foundations, cabinet box, frame, L-shaped frame, access panel, digital information
screen, graphic image and installation, LED modules, LED drivers, mounting hardware, conduit,
wiring, junction boxes, splices, performing all required tests and obtaining all required electrical
permits. All additional materials and labor, not shown in the Plans or called for herein and which
are required to complete each installation of the Pedestrian Kiosk at the location specified shall
be included in the above listed item lump sum contract price.
8-30 WASTE RECEPTACLE (NEW SECTION)
8-30.1 Description
This work shall consist of installing Waste Receptacles in locations as shown on the Plans and
as specified herein. Waste Receptacle shall be as specified in the City of Renton Downtown
Streetscape Design Standards and Guidelines.
8-30.2 Materials
Materials shall meet the requirements of the following applicable standards and WSDOT Standard
Specifications unless noted:
Painting 6-07
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Color shall be per Section 6-07.2, Painting.
Waste Receptacles shall be Model: Ironsites SD-42 (with standard tapered form ring lid but no
dome top) by Victor Stanley, or approved equal.
All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be
corrosion resistant, stainless steel.
Expansion bolts shall be stainless steel in 4” minimum length per manufacturer recommendation.
8-30.3 Construction Requirements
Contractor shall install each Waste Receptacle in cement concrete sidewalk with approved
expansion bolts and incidental connection materials, as detailed per the Plans.
Bench shall typically require 8 to 10 weeks lead time prior to delivery and installation on site.
8-30.4 Measurement
Waste Receptacle shall be measured per each installed in its final location.
8-30.5 Payment
Payment shall be made for the following bid item:
“Waste Receptacle”, per each.
The unit price bid shall be for full compensation for all labor, material, tools and equipment,
supplies, incidental work including removal, protection, delivery, coordination, installation and all
related costs for any work associated with coordinating Waste Receptacle to satisfactorily
complete the work defined in the Standard Specifications, Special Provisions and the particular
items called for in the Plans.
8-31 BENCH (NEW SECTION)
8-31.1 Description
This work shall consist of providing and installing Bench in accordance with details shown in
Plans, the City of Renton Downtown Streetscape Design Standards and Guidelines and as
specified herein.
8-31.2 Materials
Materials shall meet the requirements of the following applicable standards and WSDOT Standard
Specifications unless noted:
Painting 6-07
Color shall be per Section 6-07.2, Painting.
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Bench shall be Model RB-12, six-foot length, backless with center armrest by Victor Stanley or
approved equal.
All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be
corrosion resistant, tamper resistant and stainless steel.
Expansion bolts shall be stainless steel 4” minimum length per manufacturer recommendation.
8-31.3 Construction Requirements
Contractor shall install each Bench on cement concrete sidewalk with approved expansion bolts
and incidental connection materials, as detailed per the Plans.
Bench shall typically require 8 to 10 weeks lead time prior to delivery and installation on site.
8-31.4 Measurement
Bench shall be measured per each installed in its final location.
8-32.5 Payment
Payment shall be made for the following bid item:
“Bench”, per each.
The unit price bid shall be for full compensation for all labor, material, tools and equipment,
supplies, incidental work including removal, protection, delivery, coordination, installation and all
related costs for any work associated with coordinating Bench to satisfactorily complete the work
defined in the Standard Specifications, Special Provisions and the particular items called for in
the Plans.
8-32 TREE GRATE (NEW SECTION)
8-32.1 Description
This work shall consist of providing and installing Tree Grate, grate frames, mounting attachments
and pea gravel in locations as shown on the Plans and as specified herein.
8-32.2 Materials
Materials shall meet the requirements of the following sections as applicable unless noted:
Aggregates 9-03.12(4)
Structural Steel and related materials 9-06
Pea gravel under tree grate as noted on Plans shall be in accordance with Section 9-03.12(4)
gravel backfill for drains of the Standard Specifications.
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Tree Grate shall be approximately 4’x8’ as detailed on Plans. Tree Grate shall be rectangular
grate with a 24” diameter single tree opening, cast in 8 pieces, pattern as shown in the Plans.
Material shall be cast ductile iron, ASTM A53 6 Grade 65-45-12 with baked on oil finish.
Tree grate and mounting attachments shall be steel angle frames and bolts by same manufacturer
as the Tree Grate, size frame to accommodate Tree Grate as shown in the Plans.
8-32.3 Construction Requirements
Tree Grate and frames shall typically require 8 to 10 weeks lead time prior to delivery and
installation on site.
Contractor shall break center opening to accommodate tree root flare from new street trees as
needed. Contractor shall carefully ensure proper care around trees and avoid further damage to
tree during installation.
Install Tree Grate per manufacturer’s instructions and as approved by Engineer. Install in
locations and details per Plans.
Contractor shall field verify all Tree Grate location with Engineer’s approval prior to installation.
Submittals
The Contractor shall submit tree grate product cut sheets including model and name, dimensions
and descriptions of pea gravel supplier, Tree Grate, grate frames and mounting attachments for
Engineer’s approval.
Contractor shall provide shop drawings of Tree Grate including all dimensions, sections, plans,
colors, materials, finishes, pea gravel, mounting attachments, grate frame, fabrication
methodology and installation requirements for Engineer’s approval.
8-32.4 Measurements
Tree Grate shall be measured per each for each installed tree grate, including grate frame, pea
gravel and mounting attachments.
8-32.5 Payment
Payment shall be made for the following bid item:
“Tree Grate”, per each.
The contract bid price, including all incidental work, shall be full compensation for all labor,
material, tools and equipment necessary to satisfactorily complete the work as defined in the
Standard Specifications and these Special Provisions. The cost of pea gravel shall be
considered incidental to and included in the unit contract price for “Tree Grate”.
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8-33 RESOLUTION OF UTILITY CONFLICTS (NEW SECTION)
8-33.1 Description
This work involves the identification and resolution of utility conflicts, including potholing, not
identified in the plans between proposed improvements and existing utilities. The Contracting
Agency will pay these costs by force account if the work proves to be acceptable and the
Contractor has performed the work with the authority of and due notice to the Engineer.
8-33.3 Construction Requirements
The Contracting Agency may direct the Contractor to pothole existing utilities to verify the field
location and depth. Potholing shall include excavation and backfilling of the existing utility,
identification of the pipe or line size, material type and condition and the survey work to locate the
facility horizontally and vertically. Survey information to be obtained shall include station and
offset to center of utility and elevation at top of utility. Stations, offsets and elevations shall be to
the nearest 0.1 foot unless greater accuracy is required. Potholes shall be backfilled with CSBC
compacted to 95%, or with CDF, as directed by the Engineer. In areas subject to public traffic,
the HMA patch shall match the depth of the surrounding pavement.
In the event that a conflict arises between the proposed improvements and an existing utility, the
Resolution of Utility Conflicts item will compensate the Contractor for standby time and additional
work in the following manner:
1.Standby time resulting from existing utility conflicts
a)Standby time is defined as time the Contractor is unable to proceed with progression of a
specific work item (i.e. storm drainage, underground utility installation etc.) due to conflicts
with existing facilities. However, payment for standby time shall be limited to:
(1)For each agreed upon conflict, a maximum of four (4) hours of standby time will be
paid for actual delay of labor and equipment due to a utility conflict. The Contractor
shall be responsible to adjust his work schedule and/or reassign his work forces and
equipment to other areas of work to minimize standby time.
(2)If the conflict is resolved within one (1) hour of notification to the Engineer, no standby
time will be paid.
2.Additional work required to resolve utility conflicts will be paid for at the bid unit prices for the
associated work. Work that can be measured and paid for at the unit contract prices shall not
be identified as force account work. This work includes but is not limited to:
(1)Storm drainage manhole, pipe, vault, and conduit realignments of line and/or grade
for the storm drain, undergrounding of overhead utilities, illumination, and signal, to
avoid existing utility conflicts.
(2)Additional storm drainage manholes, pipe, vaults, and conduit required by a change
in alignment, and/or grade, not exceeding the limits set in section 1-04.4 of the
Standard Specifications.
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8-33.5 Payment
Payment will be made in accordance with Section 1-04.1 for the following bid items when included
in the proposal:
"Resolution of Utility Conflicts" will be paid by force account as provided in Section 1-09.6.
All costs for resolving utility conflicts and potholing will be paid for by force account in accordance
with section 1-09.6. To provide a common proposal for all bidders, the Contracting Agency has
estimated the amount for “Resolution of Utility Conflicts” and entered the amounts in the proposal
to become a part of the total bid by the Contractor. Utility conflicts due to the Contractor’s actions
or operations shall be resolved by the Contractor at no expense to the Contracting Agency.
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DIVISION 9
MATERIALS
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.2(1) Topsoil Type A
Section 9-14.2(1) is supplemented with the following:
Topsoil Type A shall be a two-way mix of 50% pure organic compost and 50% sand or sandy
loam. The soil shall be high in organic content and comprised of fully composted and mature
organic materials.
Refer to Section 9-14.5(8) Compost of the Standard Specifications for compost requirements.
No fresh sawdust or other fresh wood by-products shall be added to extend the volume after
the composting process.
Chemical and physical characteristic of Topsoil Type A shall comply with the following:
Screen Size 7/16” Maximum (Approximate Particle Size)
Total Nitrogen 0.25% Minimum
Organic Matter 10% Minimum
pH Range 5.5 to 7.5
Conductivity 5 mmhos/cm Maximum
The Contractor shall provide a complete analysis of Topsoil Type A with one cubic foot sample
for review and approval.
9-14.4 Fertilizer
Section 9-14.4 is supplemented with the following:
All fertilizer applications for trees shall follow Washington State University, National Arborist
Association or other accepted agronomic or horticultural standards.
Fertilizer for trees shall be 20-10-5, biodegradable packets. Apply per manufacturer’s
recommendations.
9-14.7(2) Quality
Section 9-14.7(2) is supplemented with the following:
Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark
abrasions, evidence of improper pruning or other objectionable disfigurement.
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Potted and container stock shall be well rooted and vigorous enough to ensure survival and
healthy growth. Shrubs shall have full foliage (not leggy). Container stock shall be grown in
its delivery container for not less than six (6) months, but not for more than two (2) years. Root
bound or broken containers will not be accepted. Bare root, liner and root stock with dried or
shriveled roots from exposure will not be accepted.
Trees shall meet WSDOT standard “Street Tree Grade” and will be provided with untapped,
straight, single leaders, and shall be free of branches to minimum six (6) feet above ground
line. Trees shall have full crowns and balanced branching.
Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the
Code of Standards of the American Associate of Nurserymen in the American Standard for
Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all branches in
their normal growing position. Plants shall not be pruned prior to delivery to site.
9-14.7(3) Handling and Shipping
Section 9-14.7(3) is supplemented with the following:
All plant material shall be transported to planting locations with care to prevent damage. Tie
back branches as necessary and protect bark from chafing with burlap bags. Do not drag plant
materials along ground without proper protection of roots and branches. Protect rootballs from
environmental or mechanical damage and water as necessary to keep roots moist.
All plant material shall be legibly tagged. Tagging may be by species or variety with minimum
of one tag per ten trees, shrubs, groundcovers. Remove all tagging prior to final acceptance.
The Contracting Agency shall reserve the option of selecting and inspecting plant material at
the nursery. The Contractor shall provide the Contracting Agency with at least one week notice
prior to preparing plants for shipping and delivery. The Contractor shall neither deliver to site
nor install plant materials until authorized by the Contracting Agency.
Cold storage of plants shall not be permitted.
If planting is delayed more than 24 hours after delivery, set balled and burlapped plants on
the ground, well protected with soil or wet peat. Adequately cover all roots of bare root material
with soil or wet peat. Protect rootballs from freezing, sun, drying winds or mechanical damage.
Water plant material as necessary until planted.
Plants shall not be stored for more than one week. Longer storage period at project site will
result in rejection of plant materials by the Contracting Agency.
Add New Section 9-14.9:
9-14.9 Root Barrier
Root Barrier shall be 24” depth, flexible interlocking panels with half-inch (1/2”) raised vertical
reinforcing ribs, horizontal ground-lock tabs to prevent lifting and double top edge. Panels
shall be made from injection molded High Impact Polypropylene (HIPP) with built-in UV
inhibitors and a minimum thickness of 0.080 inches.
Special Provisions SP-162
Downtown Core Streetscape Phase 1 August 2020
9-15 IRRIGATION SYSTEM
9-15.1 Pipe Tube and Fittings
Section 9-15.1 is supplemented with the following:
All pipe and tubing shall be PVC or approved equal. All fittings shall be Sch 80 PVC. All
sleeving shall be Sch 40 PVC.
9-15.1(2) Polyvinyl Chloride Pipe and Fittings
Section 9-15.1(2) is supplemented with the following:
PVC pipe shall be Schedule 40 PVC pipe for the main, laterals and sleeves.
9-15.2 Drip Tubing
Section 9-15.2 is supplemented with the following:
Microtubing for flower baskets shall be black, UV resistant and per this section of the Standard
Specifications.
9-15.4 Irrigation Heads
Section 9-15.4 is supplemented with the following:
Sprinkler heads shall be designed so that either an adjustment screw or interchangeable
nozzles can make spray adjustments. Watering cores shall be precision machined for
accurate performances and shall be easily removed without removing the housing from the
pipe. All turn heads shall be designed with turf flanges having 2 gripping holes to facilitate
removal of the head.
The flower basket bubbler shall be a 360-degree mini spray emitter, capable of operating from
15 to 45 psi, radius of 18” @ 25PSI (emitting approx. 10.3 gph), with flow adjustment and shut
off option. The flower basket bubbler shall be suitable for ¼” micro tubing, installed on spike.
All materials shall be UV stabilized.
9-15.5 Valve Boxes
Section 9-15.5 is supplemented with the following:
Valve boxes for control valves in pavement shall be grey straight box, medium duty traffic
rated (non-vehicular traffic situations), composite material with UV inhibitors, heavy duty seat
collar, drop in locking, size to fit manifold valves and battery operated controller, with flush,
locking, solid, slip resistant composite lid (with IRR marking on lid).
Drip access valve boxes for pavement shall be 12”x12”x18” composite body HD Polymer
concrete combined with sheet molding compound, rated for incidental, non-deliberate traffic.
Cover and ring shall be made of high-density light weight polymer concrete. Cover shall be
marked “IRRIGATION” or “IRR”. Lid color shall be grey, flush with vandal proof bolt. Provide
3 spare keys for bolt.
Special Provisions SP-163
Downtown Core Streetscape Phase 1 August 2020
All automatic control valves shall be provided with valve boxes. Valve boxes shall be sized as
appropriate to allow efficient access to components and approved by the Engineer prior to
installation. Valve boxes shall be extendable to obtain the depth required. All manual control
valves shall be equipped with a protective sleeve and cap as shown in the Standard Plans.
9-15.7(2) Automatic Control Valves
Section 9-15.7(2) is supplemented with the following:
Low Flow Valve Assembly shall be combination of ¾” low flow valve specifically designed for
drip irrigation with flow operating range of 0.2 to 5.0GPM, inlet pressure 20-150PSI and
combined ¾” Pressure-Regulating Filter, Low flow valve shall be capable of handling particles
at low flow rate. Low flow valve and pressure-regulating filter shall have regulated pressure of
30psi and 200 (stainless steel) mesh filtration.
9-15.17 Electrical Wire and Splices
Electrical Wire shall be #14 UF wire. Utilize splice kits which are UL listed and CSA Certified
for direct bury and submersion applications.
9-29 ILLUMINATION, SIGNAL, ELECTRICAL
9-29.1 Conduit, Innerduct, and Outerduct
Section 9-29.1 is supplemented with the following:
Conduit Sealing
Cabinet conduit sealing shall be one of the following:
1.Duo-fill 400 – self expanding waterproof foam
2.Jackmoon – Triplex Duct Plugs
3. O-Z Gedney – Conduit Sealing Bushings
Mechanical plugs shall be installed per manufacturer’s recommendations.
9-29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings
Section 9-29.1(1) is supplemented with the following:
RGS conduit fittings shall be coated with galvanizing repair paint in the same manner as
conduit couplings. Electroplated fittings/couplings are not allowed.
Conduit entering concrete shall be wrapped in 2 inch wide pipe wrap tape with a minimum 1
inch overlap for 12-inch on each side of the concrete face. The tape shall have a synthetic
rubber adhesive with a fungus inhibitor.
Special Provisions SP-164
Downtown Core Streetscape Phase 1 August 2020
Surface Mounting Conduit Attachment Components
Unistrut type channel supports and fastening hardware components shall be stainless steel.
Conduit clamps shall be hot-dip, galvanized steel or stainless steel, and shall be one piece,
two bolt units with lock washers. The clamps shall be attached to the unistrut type channel
supports on both sides of the conduit with bolts and associated hardware. The minimum
distance between adjacent clamps and between the clamp and the end of the unistrut type
channel supports shall be one inch. Unistrut type channel supports shall be installed with
stops, which prevent clamps from sliding out of the ends.
9-29.1(10) Directional Boring
Section 9-29.1(10) is added as follows:
If the Contractor elects or is directed to directional bore, bored conduit shall be High Density
Polyethylene (HDPE). All piping system components shall be the products of one
manufacturer. The conduit and fittings shall be free, within commercial tolerances of
objectionable lines, striations, bubbles, welds or other manufacturing defects which would
impair the service of the conduit or fittings. Conduit shall be appropriate for the stress
generated by the selected equipment and field conditions. Bored conduit couplings shall meet
or exceed all ASTM strength and composition standards for the particular type used. All
couplings shall be leak proof. Drilling fluid used for directional boring shall be an inert mixture
of water and bentonite clay conforming to the drilling equipment manufacturer’s
recommendations.
9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes
9-29.2(1)A Standard Duty Junction Boxes
Section 9-29.2(1)A is supplemented with the following:
Junction boxes shall be reinforced concrete with galvanized steel frame anchored in place and
galvanized steel cover plate (Diamond pattern). Grounding lugs shall be stainless steel and
shall be mechanically and electrically bonded. Junction boxes for copper wire shall incorporate
a locking lid per WSDOT Standard Plan J-40.10 and J-40.30. Junction boxes placed in the
sidewalks shall have slip-resistant lids and frames.
Non-Concrete Junction Boxes shall not be allowed on the project.
Junction boxes shall be marked for use in accordance with the following schedule:
System Type Legend
Illumination LT
Concrete Junction Boxes
Both the slip-resistant lid and slip-resistant frame shall be treated with 3 Mebac#1 as
manufactured by IKG industries, or SlipNOT Grade 3-coarse as 4 manufactured by W.S.
Molnar Co. Where the exposed portion of the frame is 5½ inch wide or less the slip-resistant
treatment may be omitted on that portion 6 of the frame. The slip-resistant lid shall be identified
with permanent marking 7 on the underside indicating the type of surface treatment (“M1” for
Special Provisions SP-165
Downtown Core Streetscape Phase 1 August 2020
Mebac#1; or 8 “S3” for SlipNOT Grade 3-coarse) and the year manufactured. The permanent
9 marking shall be 1⁄8 inch line thickness formed with a mild steel weld bead.
9-29.6 Light and Signal Standards
9-29.6(1) Steel Light and Signal Standards
9-29.6(1)C Decorative Pedestrian Luminaire Poles
Section 9-29.6(1)C is added as follows:
Decorative pedestrian luminaire pole and its subassemblies (including receptacles, flower
baskets, banner arms and flexible irrigation conduit) shall be per City of Renton Std. Plan 117.4,
except overall pole height shall be 19’-6” to achieve 16’-6” clearance between bottom of the
luminaire and top of roadway.
Decorative Pole
Pole shaft shall be 6” O.D. butt x 4” top x 19’-6” overall pole height, 0.25 minimum wall
thickness, fabricated from T6063-T4 aluminum, finished assembly heat treated to T6 condition
after welding. Bottom 24” shall be 6” O.D. straight section transitioning to tapered section
(approximately 0.13”/FT), top 2’-6” shall be 4” O.D. straight section, with removable pole top
cap. Bottom handhole opening shall be 3”x5” reinforced aluminum with 3/8”-16 hole for ground
connector and flush fitting aluminum cover with gasket. Minimum clearance from the bottom of
the luminaire to top of roadway shall be 16’-6”.
Pole baseplate shall be ¾” thick plate (T6061-T6 Alloy) with (8) 3”x3”x¼” thick aluminum plate
gussets (6061-T6 alloy), 7/8” x 1-3/8” slotted holes for ¾” through bolts at 10”-11” bolt circle.
Four (4) galvanized steel anchor bolts (per the Plans) conforming to ASTM F1554 GR105
specifications shall be provided for each pole complete with two (2) nuts and washers for each
bolt.
Pole shall have festoon casting/outlet to accept GFI (WR) Receptacle and In-Use Cover
painted to match the pole. Pole shall have pre-drilled 1” diameter hole for irrigation tubing,
provide opening with cover at 180 degrees for access to assist with installing tubing. Pole shall
have (2) ½” pre-drilled holes at 5 ¼” O.C. for upper banner arm assembly so upper banner arm
is 13’-7” above bottom of baseplate.
Decorative Base
The decorative base shall be constructed of cast aluminum and shall comprise of two (2) parts
which are made in two (2) halves, resembling in design the VISCO OCT6 split base assembly.
The bottom of the base is designed to be assembled around the pole base plate and has a
bottom dimension of 18" point-to-point. The base is octagonal in design, and the top decorative
section of the base is designed to be assembled around the pole, and shall have a 6" round
I.D. to match the pole, with minimal clearance between base and pole. The overall height of
the base shall be 24” tall. This casting has a removable access door that is positioned to match
the handhole opening in the pole. The access door is secured to the base with two (2) stainless
steel tamper proof machine screws. Each part’s half must bolt together in such a manner that
there remains a minimal vertical seam, and each part is free of voids, porosity, fins and
generally have a smooth sand cast finish.
Special Provisions SP-166
Downtown Core Streetscape Phase 1 August 2020
Flower Basket Support Arms
Flower basket support arms (2 per pole) shall be 1” diameter x 48” long solid aluminum rod
with Cyclone F1AP decorative finial (or approved equal) to provide 24” long horizontal arm.
Vertical section is welded to (2) cast aluminum attachment clamps, clamps are sized to fit the
diameter of the pole at each clamp location to provide a snug fit and to minimize the spacing
between the two mated clamp assemblies when bolted together. Each clamp assembly, both
upper and lower shall have a ¼-20 tapped hole and stainless steel jam screw to prevent
rotation.
Banner Saver Arms
Banner saver arms (2 per pole) shall be Banner Saver Small assembly. Upper bracket shall be
attached with (2) 3/8” SS through bolts, bottom bracket shall be secured with stainless steel
bands (painted to match the pole). Banner arms shall have Cyclone F1AP decorative finial (or
approved equal) and shall be mechanically fastened to arms.
Pole and its subassemblies color shall be per these Special Provisions, Section 6-07.2
Materials.
9-29.10(2) Decorative Luminaires
Section 9-29.10(2) is supplemented with the following:
Luminaire performance specifications shall be as follows:
Pedestrian luminaires shall be by Cyclone per COR Standard Plan 117.4, LED type, wattages
similar to the wattages shown in the luminaire schedules on the Plans.
If alternate manufacturer is approved, the Contractor shall be responsible to verify the
performance of the LED luminaires is adequate and complies with the City illumination
standards (roadways: 1.3 ft-candles average and 4:1 uniformity; intersections: 1.5 ft-candles
average and 4:1 uniformity, and a minimum of 0.8 ft-candles at any location within the
crosswalks) without modifying illumination and signal pole locations shown on the Plans.
AGI32 files shall be provided, by the Contractor upon the request, by the Engineer.
The pedestrian luminaire housing shall be dome shaped and similar to dimensions as shown
on COR Standard Plan 117.4, made of cast or spun aluminum with tempered flat glass lens
attached to a round cast aluminum lens frame with one or more latches to provide tool less
access to the internal components, upper section shall be round aluminum tubing with shallow
dome shaped top cap. Luminaire shall be IP66 certified and conform to UL 1598 standards or
CSA certified.
Lens module shall be clear tempered flat glass assembled on a cast aluminum lens frame,
fitted with a silicon gasket compression system to attain an IP 66 rating. Upper housing shall
have a 1 ½” hole predrilled at 5 ¾” from top of 4” tubing (upper housing) to accept 1” conduit
that is party of the arm assembly.
LED module shall be mechanically secured on a die cast aluminum heat sink, minimum 70
CRI, correlated color temperature to be 4000 Kelvin, Type III Optics. Individual LED chips or
modules shall be removable by means of tool less access in the event they need to be
replaced. LED driver not to exceed 750 MA.
Special Provisions SP-167
Downtown Core Streetscape Phase 1 August 2020
Driver module shall be auto adjustable 120-277VAC Class 1, wired at 240V, ROHS compliant
assembled on a tool less removable tray with quick disconnects resisting to 221 Degrees F
(105 C), high power factor of 90%. Minimum starting temperature shall be -40 degrees,
maximum operating temperature of 130 Degrees F. On board thermal protection device
reduces output current to 150mA if internal driver temperature (T-case) exceeds 185 Degrees
F (85 C), provide 3-pole 10KV surge protector per IEEE/ANSI C62.41.2 C High. 3-Wire
Terminal Block shall be affixed to the bottom of the driver module tray which is attached to the
removable pole top cap, terminal block is pre-wired to driver module, provide UL, pertinent
luminaire codification labels affixed to inside of the luminaire housing.
The pedestrian luminaire housing shall be dome shaped and similar to dimensions as shown
on the Plans, made of cast or spun aluminum with tempered flat glass lens attached to a round
cast aluminum lens frame with one or more latches to provide tool less access to the internal
components, upper section shall be round aluminum tubing with shallow dome shaped top cap.
Luminaire shall be IP66 certified and conform to UL 1598 standards or CSA certified.
All decorative fixtures shall be of the same manufacturer and external appearance.
All exposed hardware is stainless steel, textured finish on fixture and arm shall be per Section
6-07 of these Special Provisions.
9-29.10(3) Uplights
Section 9-29.10(3) is added as follows:
Uplighting shall be LBS-240-40K-NS-LSLV-BK-NO-CN-CRC manufactured by Lumenbeam (or
approved equal).
Uplighting Performance Specifications
If “approved equal” accent light is selected for use in this contract, accent slight shall meet the
following criteria (in addition to the above listed requirements):
•The Contractor’s provided illumination rendering shall be subject to the Engineer’s
approval;
•Accent Light appearance and size shall match the Contract Plans
•Physical :
o Low copper content high pressure die-cast aluminum housing
o Heavy aluminum formed yoke (standard yoke included)
o Stainless steel hardware
o Silicone sealing devices
o Clear tempered glass
o Dual chamber design for heat management and ease of maintenance
o Electro-statically applied polyester powder coat finish
o 2.40 kg / 5.2 lbs
o EPA: Front = 0.35 sq.ft./0.033 sq.m. Side= 0.31 sq.ft/0.029 sq.m.
o IP66 rated
•Performance :
o Lumen maintenance 120,000 hrs [L70 @ 25°C]
o Lumen measurements comply with LM - 79 - 08 standard
o Operating temperatures: -25° C to 50° C [-13F to 122F]
o Linear spread lens with Vertical Distribution
o Color Temperature shall be 4000K
Special Provisions SP-168
Downtown Core Streetscape Phase 1 August 2020
o Accent Light Optics shall be 10° Spot
•Electrical :
o Line voltage luminaire for 120 to 277V
9-29.11(2) Photoelectric Controls
Section 9-29.11(2) is replaced with:
The photo cell to control the system shall be mounted inside the service/contactor cabinet. The
Contractor shall very, before manufacturing, the photocell window shall not be obscured by the
adjacent cabinets.
Photoelectric controls 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 rated for a 20-year (or higher) life
expectancy.
9-29.24 Service Cabinets
Section 9-29.24 is deleted and replaced with the following:
The electrical service cabinet shall be per the City Standard Plans 122.1 and the breaker
configuration shall be per the panel schedule as shown on the Plans. The signal/street lighting
service cabinet shall be as indicated on the Contract Plans and detail sheets. All electrical
conductors, buss bars and conductor terminals shall be copper or brass. The cabinet shall be
fabricated from Bare Mill-2B finish aluminum. 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 lock. 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.
The service cabinet shall be equipped with a sliding dimmer switch and shall only be connected
to the LED uplight luminaire circuit.
9-29.24(1) Painting
Section 9-29.24(1) is deleted and replaced with the following:
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.
9-29.24(2) Electrical Circuit Breakers and Contactors
Section 9-29.24(2) is deleted and replaced with the following:
Special Provisions SP-169
Downtown Core Streetscape Phase 1 August 2020
The electrical circuit breakers and contactors shall be as indicated on the Contract Plans and
detail sheets. The minimum 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.Light 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 is required.
13.Use spare breaker for line voltage to DC module.
14.Install photocell style terminal block (Match existing style used for photocell wiring).
9-30 WATER DISTRIBUTION MATERIALS
9-30.1 Pipe
Section 9-30.1 is supplemented and revised as follows:
All materials for water distribution and transmission shall be new and undamaged. Prior to
ordering any pipe and fittings to be used in a potable water supply, the Contractor shall submit
the material source as required by Section 1-06.1 of the Standard Specifications. All direct
and indirect drinking water system components which come in contact with potable water shall
have National Sanitation Foundation (NSF) certification. All pipe and fittings shall be clearly
marked with the manufacturer’s name, type, class, and thickness as applicable and shall be
marked on the component at the place of manufacture. Marking shall be legible and permanent
under normal conditions of handling and storage.
9-30.2 Fittings
9-30.3 Valves
Section 9-30.3 is supplemented and revised as follows:
The valves shall be a standard pattern of a manufacturer whose products are approved by
the Engineer and shall have the name or mark of the manufacturer, year valve casting was
made, size and working pressure plainly cast in raided and legible letters on the valve body.
All valves shall be NSF approved and valve bodies shall be ductile iron. All valves shall be
stamped with “NSF APPROVED” and “DI”.
Where a valve is required to operate in a higher pressure environment than the Class of valve
specified in Section 9-30.3, the class of valve shall be as specified in the Contract.
Special Provisions SP-170
Downtown Core Streetscape Phase 1 August 2020
9-30.3(1) Gate Valves (3 inches to 16 inches)
Section 9-30.3(1) is replaced with the following:
All valve material shall be new and undamaged. Unless otherwise approved by the Engineer,
the same manufacturer of each item shall be used throughout the work. All gate valves shall
be ductile iron body, bronze mounted, resilient seat, non-rising stem and shall be equipped
with a standard two (2) inch square operating nut and O-ring stem seals. Valves shall open
counterclockwise when viewed from above. Valves shall be designed for a minimum water
operating pressure of 200 PSI.
Resilient seated gate valves shall be manufactured to meet or exceed the requirements of
AWWA Standard C-509 and C-515 latest revisions.
Valve ends shall be mechanical joints, flanged joints or mechanical by flanged joints as shown
on the project plans. Where restrained joints are called out, valve ends shall be flanged with
appropriate flange by restrained joint adapters.
All gate valves shall include an 8" x 24" cast iron gate valve box and extensions, as required.
A valve stem extension is required where the valve operating nut is more than 3 feet below
finished grade. Valve stem extensions are to be a minimum of 1 foot with only one extension
per valve in shall be installed in accordance to the City of Renton standard plans.
Acceptable gate valves are Clow, M & H/Kennedy, American Flow Control (ACIPCo),
Pratt/Mueller, US Metroseal or approved equal in sizes 16 inches and less.
Approval of valves other than models specified shall be obtained prior to bid opening.
9-30.3(3) Butterfly Valves
Section 9-30.3(3) is supplemented and revised as follows:
In addition to the requirements of section 9-30.3, water main butterfly valves shall conform to
AWWA C504 and shall be Class 150B. The valve shall be short-body type and shall have
flanged ends. Flanged ends shall be sized and drilled in conformance with ANSI B16.1 Class
125.Valve shall be suitable for direct bury and shall have a stem extension with AWWA 2-
inch square operating nut and suitable valve box. All butterfly valves bodies and discs shall
be ductile iron.
The butterfly valves shall be manufactured by Henry Pratt Company, Mueller, DeZurick,
Mosser Valve Division of Olsen Technologies, Dresser 450, Pratt Groundhog or approved
equal.
9-30.3(4) Valve Boxes
Section 9-30.3(4) is supplemented and revised as follows:
Valve boxes shall be installed on all buried valves. The box and lid shall be cast iron, 2-piece
slip type with cast iron extension as necessary, conforming to the City of Renton latest
standard plans. The cover shall have the word “WATER” cast in it and shall have cast-iron
Special Provisions SP-171
Downtown Core Streetscape Phase 1 August 2020
“ears” installed in the direction of the main. Valve box extension pieces shall be provided for
valves with groundcover in excess of the depth of the standard valve box.
Acceptable manufacturers of valves boxes and covers are Olympic Foundry, Inc., EJCO, Rich
(Varnish Casting Corp.)
9-30.3(5) Valve Marker Posts
Section 9-30.3(5) is supplemented and revised as follows:
Valve markers shall be Carsonite composite utility marker .375"x 6'-0" or approved equal with
blue label "water”. The valve markers shall be installed in conformance with the City of Renton
Standard Plans.
9-30.3(6) Valve Stem Extensions
Section 9-30.3(6) is supplemented and revised as follows:
Valve stem extensions shall have a 2-inch square operating nut and self-centering rockplate.
A valve stem extension is required where the valve operating nut is more than 3 feet below
finished grade. Valve stem extensions are to be a minimum of 1 foot with only one extension
per valve in shall be installed in accordance to the City of Renton standard plans.
9-30.3(8) Tapping Sleeve and Valve Assembly
Section 9-30.3(8) is supplemented and revised as follows:
Tapping sleeves shall be cast iron, ductile iron, or epoxy coated steel. Bolt and nuts shall be
Cor-Ten or stainless steel.
9-30.6 Water Service Connections (2 Inches and Smaller)
9-30.6(3) Service Pipes
9-30.6(3)B Polyethylene Pipe
Section 9-30.6(3)B is revised to read as follows:
Polyethylene pipe shall not be used.
9-30.6(4) Service Fittings
Section 9-30.6(4) is revised to read as follows:
Fittings used for copper tubing shall be compression type with gripper ring.
9-30.6(5) Meter Setters
Section 9-30.6(5) is supplemented with the following:
Meter setters shall be installed per the City of Renton Standard Details for water meters, latest
revision.
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
VIII.APPENDICES
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
APPENDIX A – Wage Rates
Page | 1
"General Decision Number: WA20200001 07/24/2020
Superseded General Decision Number: WA20190001
State: Washington
Construction Type: Highway
Counties: Washington Statewide.
HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin
Counties)
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.80 for calendar year 2020 applies to all contracts
subject to the Davis-Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10.80 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2020. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)-(60). Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/03/2020
1 02/14/2020
2 02/28/2020
3 03/06/2020
4 03/13/2020
5 05/01/2020
6 07/03/2020
7 07/10/2020 8 07/24/2020
1 | Page
WA20200001 Modification 8
Federal Wage Determinations for Highway Construction
----------------------------------------------------------------
Page | 2
CARP0003-006 06/01/2018
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM
Counties.
Rates Fringes
Carpenters:
CARPENTERS..................$ 37.64 16.83
DIVERS TENDERS..............$ 43.73 16.83
DIVERS......................$ 87.73 16.83
DRYWALL.....................$ 37.64 16.83
MILLWRIGHTS.................$ 38.17 16.83
PILEDRIVERS.................$ 38.71 16.83
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 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point.)
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
2 | Page
WA20200001 Modification 8
Federal Wage Determinations for Highway Construction
Page | 3
CARP0030-004 06/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM Counties
Rates Fringes
CARPENTER
BRIDGE CARPENTERS...........$ 45.92 16.52
CARPENTERS ON CREOSOTE
MATERIAL....................$ 46.02 16.52
CARPENTERS..................$ 45.92 16.52
DIVERS TENDER...............$ 50.79 16.52
DIVERS......................$ 99.68 16.52
MILLWRIGHT AND MACHINE
ERECTORS....................$ 47.42 16.52
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 46.17 16.52
(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
Auburn
Olympia
Bremerton
Bellingham
Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam
Ellensburg
Centralia
Chelan
Tacoma
Everett
Mount Vernon
Pt. Townsend
Wenatchee
Port Angeles
Sunnyside
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 $1.50/hour
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CARP0059-002 06/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian),
COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of
120th meridian), KITTITAS (East of 120th meridian), LINCOLN,
OKANOGAN (East of 120th meridian), PEND OREILLE, SPOKANE,
STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th
meridian) Counties
Rates Fringes
CARPENTER
GROUP 1.....................$ 35.47 16.88
GROUP 2.....................$ 47.42 18.96
GROUP 3.....................$ 36.66 16.88
GROUP 4.....................$ 36.66 16.88
GROUP 5.....................$ 83.96 16.88
GROUP 6.....................$ 40.23 16.88
GROUP 7.....................$ 41.23 16.88
GROUP 8.....................$ 37.66 16.88
GROUP 9.....................$ 44.23 16.88
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, Dock, and Wharf carpenters
GROUP 5: Diver Wet
GROUP 6: Diver Tender, Manifold Operator, ROV Operator
GROUP 7: Diver Standby
GROUP 8: Assistant Diver Tender, ROV Tender/Technician
GROUP 9: Manifold Operator-Mixed Gas
ZONE PAY:
ZONE 1 0-45 MILES FREE
ZONE 2 45-100 $4.00/PER HOUR
ZONE 3 OVER 100 MILES $6.00/PER HOUR
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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).
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 (306 N. JACKSON) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
DEPTH PAY FOR DIVERS BELOW WATER SURFACE:
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
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
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.
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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"".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
CARP0770-003 06/01/2019
WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES:
CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA
Rates Fringes
CARPENTER
CARPENTERS ON CREOSOTE
MATERIAL....................$ 46.02 16.52
CARPENTERS..................$ 45.92 16.52
DIVERS TENDER...............$ 50.79 16.52
DIVERS......................$ 99.68 16.52
MILLWRIGHT AND MACHINE
ERECTORS....................$ 47.42 16.52
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 46.17 16.52
(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
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(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 $1.50/hour
ELEC0046-001 02/03/2020
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.91 3%+21.46
ELECTRICIAN......................$ 57.51 3%+22.06
*ELEC0048-003 01/01/2020
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
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 $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 plus.
ELEC0048-029 01/01/2020
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
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ELEC0073-001 01/01/2020
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 34.10 16.68
ELECTRICIAN......................$ 36.05 19.23
ELEC0076-002 08/31/2018
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 48.06 23.23
ELECTRICIAN......................$ 43.69 23.10
ELEC0112-005 06/01/2019
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 48.35 21.13
ELECTRICIAN......................$ 46.05 21.06
ELEC0191-003 06/01/2019
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.23 17.73
ELECTRICIAN......................$ 46.45 23.66
ELEC0191-004 06/01/2018
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 40.82 17.63
ELECTRICIAN......................$ 42.45 21.34
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ENGI0302-003 06/01/2020
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
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
Group 1A...................$ 48.41
Group 1AA..................$ 49.13
Group 1AAA.................$ 49.83
Group 1.....................$ 47.70
Group 2.....................$ 47.08
Group 3.....................$ 46.55
Group 4.....................$ 43.54
22.47
22.47
22.47
22.47
22.47
22.47
22.47
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 1AAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - 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
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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
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-Blaw 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
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;
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
Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and
under
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
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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.
ENGI0370-002 07/01/2019
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 OPERATOR
GROUP 1.....................$ 28.46 17.25
GROUP 2.....................$ 28.78 17.25
GROUP 3.....................$ 29.39 17.25
GROUP 4.....................$ 29.55 17.25
GROUP 5.....................$ 29.71 17.25
GROUP 6.....................$ 29.99 17.25
GROUP 7.....................$ 30.26 17.25
GROUP 8.....................$ 31.36 17.25
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
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POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; 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
operable blade; Welding Machine; Crane Oiler-Driver (CLD
required) & Cable Tender, Mucking Machine
GROUP 2: A-frame 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
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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)
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
drum); Railroad Track Liner Operaotr (self-propelled);
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
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)
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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
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 $1.00 an hour above classification.
ENGI0612-001 09/28/2018
PIERCE County
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 44.44 19.97
GROUP 1AA..................$ 45.09 19.97
GROUP 1AAA.................$ 45.73 19.97
GROUP 1.....................$ 43.79 19.97
GROUP 2.....................$ 43.23 19.97
GROUP 3.....................$ 42.74 19.97
GROUP 4.....................$ 40.01 19.97
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Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
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
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
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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
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
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, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
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ENGI0612-012 09/28/2018
LEWIS, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 44.44 19.97
GROUP 1AA..................$ 45.09 19.97
GROUP 1AAA.................$ 45.73 19.97
GROUP 1.....................$ 43.79 19.97
GROUP 2.....................$ 43.23 19.97
GROUP 3.....................$ 42.74 19.97
GROUP 4.....................$ 40.01 19.97
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
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
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
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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
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.
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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, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
ENGI0701-002 01/01/2018
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 41.65 14.35
GROUP 1A....................$ 43.73 14.35
GROUP 1B....................$ 45.82 14.35
GROUP 2.....................$ 39.74 14.35
GROUP 3.....................$ 38.59 14.35
GROUP 4.....................$ 37.51 14.35
GROUP 5.....................$ 36.27 14.35
GROUP 6.....................$ 33.05 14.35
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.
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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 Plan and or Wet mix three (3) units or more;
Crane, Floating one hundred and fifty (150) ton but less
than two hundred and fifty (250) ton; Crane, two hundred
(200)ton through two hundred ninety nine (299) ton with
two hundred foot (200') boom or less (including jib,
inserts and/or attachments); Crane, ninety (90) ton through
one hundred ninety nine (199) ton with over two hundred
(200') boom Including jib, inserts and/or attachments);
Crane, Tower Crane with one hundred seventy five foot
(175') tower or less and with less than two hundred foot
(200') jib; Crane, Whirley ninety (90) ton and over;
Helicopter when used in erecting work
Group 1A
Crane, floating two hundred fifty (250) ton and over; Crane,
two hundred (200) ton through two hundred ninety nine
(299)ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Crane, three
hundred (300) ton through three hundred ninety nine (399)
ton; Crane, Tower Crane with over one hundred seventy five
foot (175') tower or over two hundred foot (200') jib;
Crane, tower Crane on rail system or 2nd tower or more in
work radius
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Group 1B
Crane, three hundred (300) ton through three hundred ninety
nine (399) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Floating
crane, three hundred fifty (350) ton and over; Crane, four
hundred (400) ton and over
Group 2
Asphalt Plant (any type); Asphalt Roto-Mill, pavement
profiler eight foot (8') lateral cut and over; Auto Grader
or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment
(any type); Bulldozer, over one hundred twenty thousand
(120,000) lbs. and above; Concrete Batch Plant and/or Wet
Mix one (1) and two (2) drum; Concrete Diamond Head
Profiler; Canal Trimmer; Concrete, Automatic Slip Form
Paver (Assistant to the Operator required); Crane, Boom
Truck fifty (50) ton and with over one hundred fifty foot
(150') boom and over; Crane, Floating (derrick barge)
thirty (30) ton but less than one hundred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane,
Floating Clamshell three (3) cu. Yds. And over; Crane,
ninety (90) ton through one hundred ninety nine (199) ton
up to and including two hundred foot (200') of boom
(including jib inserts and/or attachments); Crane, fifty
(50)ton through eighty nine (89) ton with over one hundred
fifty foot (150') boom (including jib inserts and/or
attachments); Crane, Whirley under ninety (90) ton; Crusher
Plant; Excavator over one hundred thirty thousand (130,000)
lbs.; Loader one hundred twenty thousand (120,000) lbs. and
above; Remote Controlled Earth Moving Equipment; Shovel,
Dragline, Clamshell, five (5) cu. Yds. And over; Underwater
Equipment remote or otherwise, when used in construction
work; Wheel Excavator any size
Group 3
Bulldozer, over seventy thousand (70,000) lbs. up to and
including one hundred twenty thousand (120,000) lbs.;
Crane, Boom Truck fifty (50) ton and over with less than
one hundred fifty foot (150') boom; Crane, fifty (50) ton
through eighty nine (89) ton with one hundred fifty foot
(150') boom or less (including jib inserts and/or
attachments); Crane, Shovel, Dragline or Clamshell three
(3)cu. yds. but less than five (5) cu. Yds.; Excavator
over eighty thousand (80,000) lbs. through one hundred
thirty thousand (130,000) lbs.; Loader sixty thousand
(60,000) lbs. and less than one hundred twenty thousand
(120,000) lbs.
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Group 4
Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement
profiler, under eight foot (8') lateral cut; Asphalt,
Material Transfer Vehicle Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up to and including
twenty thousand (20,000) lbs. with any attachments; Blade
(any type); Boatman; Boring Machine; Bulldozer over twenty
thousand (20,000) lbs. and more than one hundred (100)
horse up to seventy thousand (70,000) lbs.; Cable-Plow (any
type); Cableway up to twenty five (25) ton; Cat Drill (John
Henry); Chippers; Compactor, multi-engine; Compactor,
Robotic; Compactor with blade self-propelled; Concrete,
Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concrete, Paving Road Mixer; Concrete, Reinforced Tank
Banding Machine; Crane, Boom Truck twenty (20) ton and
under fifty (50) ton; Crane, Bridge Locomotive, Gantry and
Overhead; Crane, Carry Deck; Crane, Chicago Boom and
similar types; Crane, Derrick Operator, under one hundred
(100)ton; Crane, Floating Clamshell, Dragline, etc.
Operator, under three (3) cu. yds. Or less than thirty (30)
ton; Crane, under fifty (50) ton; Crane, Quick Tower under
one hundred foot (100') in height and less than one hundred
fifty foot (150') jib (on rail included); Diesel-Electric
Engineer (Plant or Floating); Directional Drill over twenty
thousand (20,000) lbs. pullback; Drill Cat Operator; Drill
Doctor and/or Bit Grinder; Driller, Percussion, Diamond,
Core, Cable, Rotary and similar type; Excavator Operator
over twenty thousand (20,000) lbs. through eighty thousand
(80,000) lbs.; Generator Operator; Grade-all; Guardrail
Machines, i.e. punch, auger, etc.; Hammer Operator
(Piledriver); Hoist, stiff leg, guy derrick or similar
type, fifty (50) ton and over; Hoist, two (2) drums or
more; Hydro Axe (loader mounted or similar type); Jack
Operator, Elevating Barges, Barge Operator, self-unloading;
Loader Operator, front end and overhead, twenty five
thousand (25,000) lbs. and less than sixty thousand
(60,000) lbs.; Log Skidders; Piledriver Operator (not crane
type); Pipe, Bending, Cleaning, Doping and Wrapping
Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired
Dozers and Pushers; Scraper, all types; Side-Boom; Skip
Loader, Drag Box; Strump Grinder (loader mounted or similar
type); Surface Heater and Planer; Tractor, rubber-tired,
over fifty (50) HP Flywheel; Trenching Machine three foot
(3') depth and deeper; Tub Grinder (used for wood debris);
Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;
Ultra High Pressure Water Jet Cutting Tool System Operator;
Vacuum Blasting Machine Operator; Water pulls, Water wagons
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Group 5
Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt
mix); Asphalt, Roto-Mill pavement profiler ground man;
Bulldozer, twenty thousand (20,000) lbs. or less, or one
hundred (100) horse or less; Cement Pump; Chip Spreading
Machine; Churn Drill and Earth Boring Machine; Compactor,
self-propelled without blade; Compressor, (any power) one
thousand two hundred fifty (1,250) cu. ft. and over, total
capacity; Concrete, Batch Plant Quality control; Concrete,
Combination Mixer and compressor operator, gunite work;
Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb
and Gutter; Concrete, Finishing Machine; Concrete, Grouting
Machine; Concrete, Internal Full Slab Vibrator Operator;
Concrete, Joint Machine; Concrete, Mixer single drum, any
capacity; Concrete, Paving Machine eight foot (8') or less;
Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;
Concrete, Pumpcrete Operator (any type); Concrete, Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Conveyored Material Hauler; Crane, Boom
Truck under twenty (20) tons; Crane, Boom Type lifting
device, five (5) ton capacity or less; Drill, Directional
type less than twenty thousand (20,000) lbs. pullback; Fork
Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist
Operator, single drum; Hydraulic Backhoe track type up to
and including twenty thousand (20,000) lbs.; Hydraulic
Backhoe wheel type (any make); Laser Screed; Loaders,
rubber-tired type, less than twenty five thousand (25,000)
lbs.; Pavement Grinder and/or Grooving Machine (riding
type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer
or similar types; Pump Operator, more than five (5) pumps
(any size); Rail, Ballast Compactor, Regulator, or Tamper
machines; Service Oiler (Greaser); Sweeper Self-Propelled;
Tractor, Rubber-Tired, fifty (50) HP flywheel and under;
Trenching Machine Operator, maximum digging capacity three
foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power
Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck
Mounted Asphalt Spreader, with Screed; Auger Oiler;
Boatman; Bobcat, skid steed (less than one (1) yard);
Broom, self-propelled; Compressor Operator (any power)
under 1,250 cu. ft. total capacity; Concrete Curing Machine
(riding type); Concrete Saw; Conveyor Operator or
Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade
Checker; Guardrail Punch Oiler; Hydrographic Seeder
Machine, straw, pulp or seed; Hydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump
(any power); Rail, Brakeman, Switchman, Motorman; Rail,
Tamping Machine, mechanical, self-propelled; Rigger; Roller
grading (not asphalt); Truck, Crane Oiler-Driver
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IRON0014-005 07/01/2019
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
IRON0029-002 05/01/2018
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
IRONWORKER.......................$ 37.00 27.87
IRON0086-002 07/01/2019
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
IRON0086-004 07/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER.......................$ 42.35 29.56
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LABO0238-004 06/01/2020
PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th
Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE,
STEVENS & WHITMAN COUNTIES
Rates Fringes
LABORER (PASCO)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
LABORER (SPOKANE)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
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 flagperson);
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, pumpcrete 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
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all bull gang, concrete crewman, dumpman and pumpcrete
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
GROUP 3: 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); Nozzleman (to include squeeze and
flo-crete nozzle); 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; Aspahlt Raker;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
1,200 lbs., jet blast machine power propelled, sandblast
nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to
include working topman, caulker, collarman, jointer,
mortarman, rigger, jacker, 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)
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LABO0238-006 06/01/2019
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......................$ 27.95 12.90
LABO0242-003 06/01/2020
KING COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.35
GROUP 2A....................$ 31.82 12.35
GROUP 3.....................$ 39.81 12.35
GROUP 4.....................$ 40.77 12.35
GROUP 5.....................$ 41.43 12.35
Group 6.....................$ 41.43 12.35
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
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LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2A: 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; Mortarman and Hodcarrier; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
Group 6: Miner
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LABO0252-010 06/01/2020
CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC
(EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
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
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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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; 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""); 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;
Grade Checker and Transit Person; High Scaler; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
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LABO0292-008 06/01/2020
ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
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
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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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:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
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LABO0335-001 06/01/2020
CLARK, COWLITZ, KLICKITAT, 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....................$ 34.93 12.44
GROUP 2....................$ 35.65 12.44
GROUP 3....................$ 36.20 12.44
GROUP 4....................$ 36.66 12.44
GROUP 5....................$ 31.93 12.44
GROUP 6....................$ 29.01 12.44
GROUP 7....................$ 25.14 12.44
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: 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.
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
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; 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
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)
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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
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); Pumpcrete 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
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: Landscaping or Planting Laborers
LABO0335-019 06/01/2020
Rates Fringes
Hod Carrier......................$ 34.93 12.44
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LABO0348-003 06/01/2020
CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA
COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 23.68 12.44
GROUP 2.....................$ 27.17 12.44
GROUP 3.....................$ 29.74 12.44
GROUP 4.....................$ 30.46 12.44
GROUP 5.....................$ 30.99 12.44
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
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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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:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
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PAIN0005-002 07/01/2019
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH),
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS....................$ 31.61 16.07
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
*PAIN0005-006 07/01/2018
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
PAINTER
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, Water
and Sandblasting............$ 30.19
Over 30'/Swing Stage Work..$ 22.20
Brush, Roller, Striping,
Steam-cleaning and Spray....$ 22.94
Lead Abatement, Asbestos
Abatement...................$ 21.50
11.71
7.98
11.61
7.98
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
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PAIN0055-003 07/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
PAINTER
Brush & Roller..............$ 25.14 12.90
Spray and Sandblasting......$ 25.14 12.90
All high work over 60 ft. = base rate + $0.75
*PAIN0055-006 03/01/2020
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters: HIGHWAY & PARKING LOT STRIPER.....................$ 35.87 13.40
*PLAS0072-004 06/01/2020
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......................$ 31.30 15.53
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
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PLAS0528-001 06/01/2020
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
CEMENT MASON
CEMENT MASON................$ 45.80 18.54
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNITE NOZZLE.......$ 46.30 18.54
TROWELING MACHINE OPERATOR
ON COMPOSITION..............$ 46.30 18.54
PLAS0555-002 07/01/2019
CLARK, KLICKITAT AND SKAMANIA COUNTIES
ZONE 1:
Rates Fringes
CEMENT MASON
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 37.32
CEMENT MASONS ON
18.77
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD............$ 36.58 18.77
CEMENT MASONS...............$ 35.85 18.77
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS...$ 36.58 18.77
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
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TEAM0037-002 06/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES
Truck drivers:
Rates Fringes
ZONE 1
GROUP 1....................$ 29.08 15.27
GROUP 2....................$ 29.20 15.27
GROUP 3....................$ 29.34 15.27
GROUP 4....................$ 29.62 15.27
GROUP 5....................$ 29.85 15.27
GROUP 6....................$ 30.03 15.27
GROUP 7....................$ 30.24 15.27
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.
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
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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
GROUP 7: Dump Trucks, side, end and bottom dumps, including
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)
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*TEAM0174-001 06/01/2019
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:...................$ 40.38 20.46
GROUP 2:...................$ 39.54 20.46
GROUP 3:...................$ 36.73 20.46
GROUP 4:...................$ 31.76 20.46
GROUP 5:...................$ 39.93 20.46
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
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
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
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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: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit.""
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
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TEAM0690-004 01/01/2019
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: (AREA 1:
SPOKANE ZONE CENTER: Adams,
Chelan, Douglas, Ferry,
Grant, Kittitas, Lincoln,
Okanogan, Pen Oreille,
Spokane, Stevens, and Whitman
Counties
AREA 1: LEWISTON ZONE CENTER:
Asotin, Columbia, and
Garfield Counties
AREA 2: PASCO ZONE CENTER:
Benton, Franklin, Walla Walla
and Yakima Counties)
AREA 1:
GROUP 1....................$ 23.91 17.40
GROUP 2....................$ 26.18 17.40
GROUP 3....................$ 26.68 17.40
GROUP 4....................$ 27.01 17.40
GROUP 5....................$ 27.12 17.40
GROUP 6....................$ 27.29 17.40
GROUP 7....................$ 27.82 17.40
GROUP 8....................$ 28.18 17.40
AREA 2:
GROUP 1....................$ 26.05 17.40
GROUP 2....................$ 28.69 17.40
GROUP 3....................$ 28.80 17.40
GROUP 4....................$ 29.13 17.40
GROUP 5....................$ 29.24 17.40
GROUP 6....................$ 29.24 17.40
GROUP 7....................$ 29.78 17.40
GROUP 8....................$ 30.10 17.40
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: Outside 45 radius miles from the main post office
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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 Crane (2000 lbs. capacity); 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
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)
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);
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GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materials
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.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
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)).
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The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
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Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
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
a wage determination matter
*a conformance (additional classification and rate) ruling
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.
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
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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"
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State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate
of fringe benefits. On public works projects, worker's wage and benefit rates must add to
not less than this total. A brief description of overtime calculation requirements are
provided on the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 8/31/2020
County Trade Job Classification Wage HolidayOvertimeNote *Risk
Class
King Asbestos Abatement
Workers
Journey Level $50.86 5D 1H View
King Boilermakers Journey Level $69.29 5N 1C View
King Brick Mason Journey Level $58.82 5A 1M View
King Brick Mason Pointer-Caulker-Cleaner $58.82 5A 1M View
King Building Service Employees Janitor $25.58 5S 2F View
King Building Service Employees Traveling
Waxer/Shampooer
$26.03 5S 2F View
King Building Service Employees Window Cleaner (Non-
Scaffold)
$29.33 5S 2F View
King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View
King Cabinet Makers (In Shop)Journey Level $22.74 1 View
King Carpenters Acoustical Worker $62.44 7A 4C View
King Carpenters Carpenter $62.44 7A 4C View
King Carpenters Carpenters on Stationary
Tools
$62.57 7A 4C View
King Carpenters Creosoted Material $62.54 7A 4C View
King Carpenters Floor Finisher $62.44 7A 4C View
King Carpenters Floor Layer $62.44 7A 4C View
King Carpenters Scaffold Erector $62.44 7A 4C View
King Cement Masons Application of all
Composition Mastic
$62.97 7A 4U View
King Cement Masons Application of all Epoxy
Material
$62.47 7A 4U View
King Cement Masons Application of all Plastic
Material
$62.97 7A 4U View
King Cement Masons Application of Sealing
Compound
$62.47 7A 4U View
King Cement Masons Application of
Underlayment
$62.97 7A 4U View
King Cement Masons Building General $62.47 7A 4U View
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King Cement Masons Composition or Kalman
Floors
$62.97 7A 4U View
King Cement Masons Concrete Paving $62.47 7A 4U View
King Cement Masons Curb & Gutter Machine $62.97 7A 4U View
King Cement Masons Curb & Gutter, Sidewalks $62.47 7A 4U View
King Cement Masons Curing Concrete $62.47 7A 4U View
King Cement Masons Finish Colored Concrete $62.97 7A 4U View
King Cement Masons Floor Grinding $62.97 7A 4U View
King Cement Masons Floor Grinding/Polisher $62.47 7A 4U View
King Cement Masons Green Concrete Saw, self-
powered
$62.97 7A 4U View
King Cement Masons Grouting of all Plates $62.47 7A 4U View
King Cement Masons Grouting of all Tilt-up
Panels
$62.47 7A 4U View
King Cement Masons Gunite Nozzleman $62.97 7A 4U View
King Cement Masons Hand Powered Grinder $62.97 7A 4U View
King Cement Masons Journey Level $62.47 7A 4U View
King Cement Masons Patching Concrete $62.47 7A 4U View
King Cement Masons Pneumatic Power Tools $62.97 7A 4U View
King Cement Masons Power Chipping &
Brushing
$62.97 7A 4U View
King Cement Masons Sand Blasting
Architectural Finish
$62.97 7A 4U View
King Cement Masons Screed & Rodding Machine $62.97 7A 4U View
King Cement Masons Spackling or Skim Coat
Concrete
$62.47 7A 4U View
King Cement Masons Troweling Machine
Operator
$62.97 7A 4U View
King Cement Masons Troweling Machine
Operator on Colored Slabs
$62.97 7A 4U View
King Cement Masons Tunnel Workers $62.97 7A 4U View
King Divers & Tenders Bell/Vehicle or
Submersible Operator
(Not Under Pressure)
$116.20 7A 4C View
King Divers & Tenders Dive Supervisor/Master $79.23 7A 4C View
King Divers & Tenders Diver $116.20 7A 4C 8V View
King Divers & Tenders Diver On Standby $74.23 7A 4C View
King Divers & Tenders Diver Tender $67.31 7A 4C View
King Divers & Tenders Manifold Operator $67.31 7A 4C View
King Divers & Tenders Manifold Operator Mixed
Gas
$72.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Operator/Technician
$67.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Tender
$62.69 7A 4C View
King Dredge Workers Assistant Engineer $56.44 5D 3F View
King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View
King Dredge Workers Boatmen $56.44 5D 3F View
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King Dredge Workers Engineer Welder $57.51 5D 3F View
King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View
King Dredge Workers Mates $56.44 5D 3F View
King Dredge Workers Oiler $56.00 5D 3F View
King Drywall Applicator Journey Level $62.44 5D 1H View
King Drywall Tapers Journey Level $62.81 5P 1E View
King Electrical Fixture
Maintenance Workers
Journey Level $31.99 5L 1E View
King Electricians - Inside Cable Splicer $87.22 7C 4E View
King Electricians - Inside Cable Splicer (tunnel) $93.74 7C 4E View
King Electricians - Inside Certified Welder $84.26 7C 4E View
King Electricians - Inside Certified Welder (tunnel) $90.47 7C 4E View
King Electricians - Inside Construction Stock Person $43.18 7C 4E View
King Electricians - Inside Journey Level $81.30 7C 4E View
King Electricians - Inside Journey Level (tunnel) $87.22 7C 4E View
King Electricians - Motor Shop Journey Level $47.53 5A 1B View
King Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
King Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
King Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
King Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$75.64 5A 4D View
King Electricians - Powerline
Construction
Journey Level Lineperson $75.64 5A 4D View
King Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
King Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
King Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
King Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
King Electronic Technicians Journey Level $53.57 7E 1E View
King Elevator Constructors Mechanic $97.31 7D 4A View
King Elevator Constructors Mechanic In Charge $105.06 7D 4A View
King Fabricated Precast
Concrete Products
All Classifications - In-
Factory Work Only
$18.25 5B 1R View
King Fence Erectors Fence Erector $43.11 7A 4V 8Y View
King Fence Erectors Fence Laborer $43.11 7A 4V 8Y View
King Flaggers Journey Level $43.11 7A 4V 8Y View
King Glaziers Journey Level $66.51 7L 1Y View
King Heat & Frost Insulators And
Asbestos Workers
Journeyman $76.61 5J 4H View
King Heating Equipment
Mechanics
Journey Level $85.88 7F 1E View
King Journey Level $52.44 7A 4V 8Y View
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Hod Carriers & Mason
Tenders
King Industrial Power Vacuum
Cleaner
Journey Level $13.50 1 View
King Inland Boatmen Boat Operator $61.41 5B 1K View
King Inland Boatmen Cook $56.48 5B 1K View
King Inland Boatmen Deckhand $57.48 5B 1K View
King Inland Boatmen Deckhand Engineer $58.81 5B 1K View
King Inland Boatmen Launch Operator $58.89 5B 1K View
King Inland Boatmen Mate $57.31 5B 1K View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Cleaner Operator, Foamer
Operator
$31.49 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Grout Truck Operator $13.50 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Head Operator $24.91 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Technician $19.33 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Tv Truck Operator $20.45 1 View
King Insulation Applicators Journey Level $62.44 7A 4C View
King Ironworkers Journeyman $73.73 7N 1O View
King Laborers Air, Gas Or Electric
Vibrating Screed
$50.86 7A 4V 8Y View
King Laborers Airtrac Drill Operator $52.44 7A 4V 8Y View
King Laborers Ballast Regular Machine $50.86 7A 4V 8Y View
King Laborers Batch Weighman $43.11 7A 4V 8Y View
King Laborers Brick Pavers $50.86 7A 4V 8Y View
King Laborers Brush Cutter $50.86 7A 4V 8Y View
King Laborers Brush Hog Feeder $50.86 7A 4V 8Y View
King Laborers Burner $50.86 7A 4V 8Y View
King Laborers Caisson Worker $52.44 7A 4V 8Y View
King Laborers Carpenter Tender $50.86 7A 4V 8Y View
King Laborers Cement Dumper-paving $51.80 7A 4V 8Y View
King Laborers Cement Finisher Tender $50.86 7A 4V 8Y View
King Laborers Change House Or Dry
Shack
$50.86 7A 4V 8Y View
King Laborers Chipping Gun (30 Lbs. And
Over)
$51.80 7A 4V 8Y View
King Laborers Chipping Gun (Under 30
Lbs.)
$50.86 7A 4V 8Y View
King Laborers Choker Setter $50.86 7A 4V 8Y View
King Laborers Chuck Tender $50.86 7A 4V 8Y View
King Laborers Clary Power Spreader $51.80 7A 4V 8Y View
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King Laborers Clean-up Laborer $50.86 7A 4V 8Y View
King Laborers Concrete Dumper/Chute
Operator
$51.80 7A 4V 8Y View
King Laborers Concrete Form Stripper $50.86 7A 4V 8Y View
King Laborers Concrete Placement Crew $51.80 7A 4V 8Y View
King Laborers Concrete Saw
Operator/Core Driller
$51.80 7A 4V 8Y View
King Laborers Crusher Feeder $43.11 7A 4V 8Y View
King Laborers Curing Laborer $50.86 7A 4V 8Y View
King Laborers Demolition: Wrecking &
Moving (Incl. Charred
Material)
$50.86 7A 4V 8Y View
King Laborers Ditch Digger $50.86 7A 4V 8Y View
King Laborers Diver $52.44 7A 4V 8Y View
King Laborers Drill Operator (Hydraulic,
Diamond)
$51.80 7A 4V 8Y View
King Laborers Dry Stack Walls $50.86 7A 4V 8Y View
King Laborers Dump Person $50.86 7A 4V 8Y View
King Laborers Epoxy Technician $50.86 7A 4V 8Y View
King Laborers Erosion Control Worker $50.86 7A 4V 8Y View
King Laborers Faller & Bucker Chain Saw $51.80 7A 4V 8Y View
King Laborers Fine Graders $50.86 7A 4V 8Y View
King Laborers Firewatch $43.11 7A 4V 8Y View
King Laborers Form Setter $50.86 7A 4V 8Y View
King Laborers Gabian Basket Builders $50.86 7A 4V 8Y View
King Laborers General Laborer $50.86 7A 4V 8Y View
King Laborers Grade Checker & Transit
Person
$52.44 7A 4V 8Y View
King Laborers Grinders $50.86 7A 4V 8Y View
King Laborers Grout Machine Tender $50.86 7A 4V 8Y View
King Laborers Groutmen (Pressure)
Including Post Tension
Beams
$51.80 7A 4V 8Y View
King Laborers Guardrail Erector $50.86 7A 4V 8Y View
King Laborers Hazardous Waste Worker
(Level A)
$52.44 7A 4V 8Y View
King Laborers Hazardous Waste Worker
(Level B)
$51.80 7A 4V 8Y View
King Laborers Hazardous Waste Worker
(Level C)
$50.86 7A 4V 8Y View
King Laborers High Scaler $52.44 7A 4V 8Y View
King Laborers Jackhammer $51.80 7A 4V 8Y View
King Laborers Laserbeam Operator $51.80 7A 4V 8Y View
King Laborers Maintenance Person $50.86 7A 4V 8Y View
King Laborers Manhole Builder-Mudman $51.80 7A 4V 8Y View
King Laborers Material Yard Person $50.86 7A 4V 8Y View
King Laborers Motorman-Dinky
Locomotive
$51.80 7A 4V 8Y View
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King Laborers Nozzleman (Concrete
Pump, Green Cutter When
Using Combination Of High
Pressure Air & Water On
Concrete & Rock,
Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
$51.80 7A 4V 8Y View
King Laborers Pavement Breaker $51.80 7A 4V 8Y View
King Laborers Pilot Car $43.11 7A 4V 8Y View
King Laborers Pipe Layer Lead $52.44 7A 4V 8Y View
King Laborers Pipe Layer/Tailor $51.80 7A 4V 8Y View
King Laborers Pipe Pot Tender $51.80 7A 4V 8Y View
King Laborers Pipe Reliner $51.80 7A 4V 8Y View
King Laborers Pipe Wrapper $51.80 7A 4V 8Y View
King Laborers Pot Tender $50.86 7A 4V 8Y View
King Laborers Powderman $52.44 7A 4V 8Y View
King Laborers Powderman's Helper $50.86 7A 4V 8Y View
King Laborers Power Jacks $51.80 7A 4V 8Y View
King Laborers Railroad Spike Puller -
Power
$51.80 7A 4V 8Y View
King Laborers Raker - Asphalt $52.44 7A 4V 8Y View
King Laborers Re-timberman $52.44 7A 4V 8Y View
King Laborers Remote Equipment
Operator
$51.80 7A 4V 8Y View
King Laborers Rigger/Signal Person $51.80 7A 4V 8Y View
King Laborers Rip Rap Person $50.86 7A 4V 8Y View
King Laborers Rivet Buster $51.80 7A 4V 8Y View
King Laborers Rodder $51.80 7A 4V 8Y View
King Laborers Scaffold Erector $50.86 7A 4V 8Y View
King Laborers Scale Person $50.86 7A 4V 8Y View
King Laborers Sloper (Over 20") $51.80 7A 4V 8Y View
King Laborers Sloper Sprayer $50.86 7A 4V 8Y View
King Laborers Spreader (Concrete) $51.80 7A 4V 8Y View
King Laborers Stake Hopper $50.86 7A 4V 8Y View
King Laborers Stock Piler $50.86 7A 4V 8Y View
King Laborers Swinging Stage/Boatswain
Chair
$43.11 7A 4V 8Y View
King Laborers Tamper & Similar Electric,
Air & Gas Operated Tools
$51.80 7A 4V 8Y View
King Laborers Tamper (Multiple & Self-
propelled)
$51.80 7A 4V 8Y View
King Laborers Timber Person - Sewer
(Lagger, Shorer & Cribber)
$51.80 7A 4V 8Y View
King Laborers Toolroom Person (at
Jobsite)
$50.86 7A 4V 8Y View
King Laborers Topper $50.86 7A 4V 8Y View
King Laborers Track Laborer $50.86 7A 4V 8Y View
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King Laborers Track Liner (Power) $51.80 7A 4V 8Y View
King Laborers Traffic Control Laborer $46.10 7A 4V 9C View
King Laborers Traffic Control Supervisor $48.84 7A 4V 9C View
King Laborers Truck Spotter $50.86 7A 4V 8Y View
King Laborers Tugger Operator $51.80 7A 4V 8Y View
King Laborers Tunnel Work-Compressed
Air Worker 0-30 psi
$120.61 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 30.01-44.00 psi
$125.64 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 44.01-54.00 psi
$129.32 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 54.01-60.00 psi
$135.02 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 60.01-64.00 psi
$137.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 64.01-68.00 psi
$142.24 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 68.01-70.00 psi
$144.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 70.01-72.00 psi
$146.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 72.01-74.00 psi
$148.14 7A 4V 9B View
King Laborers Tunnel Work-Guage and
Lock Tender
$52.54 7A 4V 8Y View
King Laborers Tunnel Work-Miner $52.54 7A 4V 8Y View
King Laborers Vibrator $51.80 7A 4V 8Y View
King Laborers Vinyl Seamer $50.86 7A 4V 8Y View
King Laborers Watchman $39.18 7A 4V 8Y View
King Laborers Welder $51.80 7A 4V 8Y View
King Laborers Well Point Laborer $51.80 7A 4V 8Y View
King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View
King Laborers - Underground
Sewer & Water
General Laborer &
Topman
$50.86 7A 4V 8Y View
King Laborers - Underground
Sewer & Water
Pipe Layer $51.80 7A 4V 8Y View
King Landscape Construction Landscape
Construction/Landscaping
Or Planting Laborers
$39.18 7A 4V 8Y View
King Landscape Construction Landscape Operator $68.02 7A 3K 8X View
King Landscape Maintenance Groundskeeper $17.87 1 View
King Lathers Journey Level $62.44 5D 1H View
King Marble Setters Journey Level $58.82 5A 1M View
King Metal Fabrication (In Shop)Fitter $15.86 1 View
King Metal Fabrication (In Shop)Laborer $13.50 1 View
King Metal Fabrication (In Shop)Machine Operator $13.50 1 View
King Metal Fabrication (In Shop)Painter $13.50 1 View
King Metal Fabrication (In Shop)Welder $15.48 1 View
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King Millwright Journey Level $63.94 7A 4C View
King Modular Buildings Cabinet Assembly $13.50 1 View
King Modular Buildings Electrician $13.50 1 View
King Modular Buildings Equipment Maintenance $13.50 1 View
King Modular Buildings Plumber $13.50 1 View
King Modular Buildings Production Worker $13.50 1 View
King Modular Buildings Tool Maintenance $13.50 1 View
King Modular Buildings Utility Person $13.50 1 View
King Modular Buildings Welder $13.50 1 View
King Painters Journey Level $43.40 6Z 2B View
King Pile Driver Crew Tender $67.31 7A 4C View
King Pile Driver Crew Tender/Technician $67.31 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
0-30.00 PSI
$77.93 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
30.01 - 44.00 PSI
$82.93 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
44.01 - 54.00 PSI
$86.93 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
54.01 - 60.00 PSI
$91.93 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
60.01 - 64.00 PSI
$94.43 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
64.01 - 68.00 PSI
$99.43 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
68.01 - 70.00 PSI
$101.43 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
70.01 - 72.00 PSI
$103.43 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
72.01 - 74.00 PSI
$105.43 7A 4C View
King Pile Driver Journey Level $62.69 7A 4C View
King Plasterers Journey Level $59.29 7Q 1R View
King Playground & Park
Equipment Installers
Journey Level $13.50 1 View
King Plumbers & Pipefitters Journey Level $89.19 6Z 1G View
King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators Batch Plant Operator:
concrete
$68.55 7A 3K 8X View
King Power Equipment Operators Bobcat $65.05 7A 3K 8X View
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King Power Equipment Operators Brokk - Remote
Demolition Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators Brooms $65.05 7A 3K 8X View
King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators Cableways $69.16 7A 3K 8X View
King Power Equipment Operators Chipper $68.55 7A 3K 8X View
King Power Equipment Operators Compressor $65.05 7A 3K 8X View
King Power Equipment Operators Concrete Finish Machine -
Laser Screed
$65.05 7A 3K 8X View
King Power Equipment Operators Concrete Pump - Mounted
Or Trailer High Pressure
Line Pump, Pump High
Pressure
$68.02 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck
Mount With Boom
Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck
Mount With Boom
Attachment Up To 42m
$68.55 7A 3K 8X View
King Power Equipment Operators Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators Cranes friction: 200 tons
and over
$71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 100 tons through
199 tons, or 150' of boom
(including jib with
attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators Cranes: 20 Tons Through
44 Tons With Attachments
$68.55 7A 3K 8X View
King Power Equipment Operators Cranes: 200 tons- 299
tons, or 250' of boom
including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: 300 tons and over
or 300' of boom including
jib with attachments
$71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 45 Tons Through
99 Tons, Under 150' Of
Boom (including Jib With
Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators Cranes: A-frame - 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators Cranes: Friction cranes
through 199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: through 19 tons
with attachments,
A-frame over 10 tons
$68.02 7A 3K 8X View
King Power Equipment Operators Crusher $68.55 7A 3K 8X View
King Power Equipment Operators Deck Engineer/Deck
Winches (power)
$68.55 7A 3K 8X View
King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators Dozers D-9 & Under $68.02 7A 3K 8X View
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King Power Equipment Operators Drill Oilers: Auger Type,
Truck Or Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators Elevator And Man-lift:
Permanent And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators Finishing Machine, Bidwell
And Gamaco & Similar
Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators Forklift: 3000 Lbs And
Over With Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators Forklifts: Under 3000 Lbs.
With Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators Grade Engineer: Using
Blue Prints, Cut Sheets,
Etc
$68.55 7A 3K 8X View
King Power Equipment Operators Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators Guardrail Punch $68.55 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. &
Over
$69.16 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional
Drill Locator
$68.02 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional
Drill Operator
$68.55 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks
Over 10 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks,
10 Tons And Under
$65.05 7A 3K 8X View
King Power Equipment Operators Loader, Overhead 8 Yards.
& Over
$69.85 7A 3K 8X View
King Power Equipment Operators Loader, Overhead, 6
Yards. But Not Including 8
Yards
$69.16 7A 3K 8X View
King Power Equipment Operators Loaders, Overhead Under
6 Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Loaders, Plant Feed $68.55 7A 3K 8X View
King Power Equipment Operators Loaders: Elevating Type
Belt
$68.02 7A 3K 8X View
King Power Equipment Operators Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators Mechanics, All (leadmen -
$0.50 Per Hour Over
Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators Mucking Machine, Mole,
Tunnel Drill, Boring, Road
Header And/or Shield
$69.16 7A 3K 8X View
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King Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch
Seeding Operator
$65.05 7A 3K 8X View
King Power Equipment Operators Outside Hoists (Elevators
And Manlifts), Air Tuggers,
Strato
$68.02 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type
Crane: 20 Tons Through
44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type:
100 Tons And Over
$69.85 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 45
Tons Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators Pile Driver (other Than
Crane Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators Plant Oiler - Asphalt,
Crusher
$68.02 7A 3K 8X View
King Power Equipment Operators Posthole Digger,
Mechanical
$65.05 7A 3K 8X View
King Power Equipment Operators Power Plant $65.05 7A 3K 8X View
King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X View
King Power Equipment Operators Quad 9, Hd 41, D10 And
Over
$69.16 7A 3K 8X View
King Power Equipment Operators Quick Tower - No Cab,
Under 100 Feet In Height
Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators Remote Control Operator
On Rubber Tired Earth
Moving Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators Rigger/Signal Person,
Bellman (Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators Roller, Other Than Plant
Mix
$65.05 7A 3K 8X View
King Power Equipment Operators Roller, Plant Mix Or Multi-
lift Materials
$68.02 7A 3K 8X View
King Power Equipment Operators Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators Scraper, Self Propelled
Under 45 Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Scrapers - Concrete &
Carry All
$68.02 7A 3K 8X View
King Power Equipment Operators Scrapers, Self-propelled:
45 Yards And Over
$69.16 7A 3K 8X View
King Power Equipment Operators Service Engineers -
Equipment
$68.02 7A 3K 8X View
King Power Equipment Operators Shotcrete/Gunite
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators $68.02 7A 3K 8X View
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Shovel, Excavator,
Backhoe, Tractors Under
15 Metric Tons
King Power Equipment Operators Shovel, Excavator,
Backhoe: Over 30 Metric
Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator,
Backhoes, Tractors: 15 To
30 Metric Tons
$68.55 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator,
Backhoes: Over 50 Metric
Tons To 90 Metric Tons
$69.85 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator,
Backhoes: Over 90 Metric
Tons
$70.57 7A 3K 8X View
King Power Equipment Operators Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators Spreader, Topsider &
Screedman
$69.16 7A 3K 8X View
King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators Tower Crane Up To 175' In
Height Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators Tower Crane: over 175’
through 250’ in height,
base to boom
$70.57 7A 3K 8X View
King Power Equipment Operators Tower Cranes: over 250' in
height from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators Transporters, All Track Or
Truck Type
$69.16 7A 3K 8X View
King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/driver -
100 Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/Driver
Under 100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Truck Mount Portable
Conveyor
$68.55 7A 3K 8X View
King Power Equipment Operators Welder $69.16 7A 3K 8X View
King Power Equipment Operators Wheel Tractors, Farmall
Type
$65.05 7A 3K 8X View
King Power Equipment Operators Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Batch Plant Operator,
Concrete
$68.55 7A 3K 8X View
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King Power Equipment
Operators- Underground
Sewer & Water
Bobcat $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Brokk - Remote
Demolition Equipment
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Brooms $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Bump Cutter $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cableways $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Chipper $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Compressor $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Finish Machine -
Laser Screed
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Pump - Mounted
Or Trailer High Pressure
Line Pump, Pump High
Pressure
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Pump: Truck
Mount With Boom
Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Pump: Truck
Mount With Boom
Attachment Up To 42m
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Conveyors $68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes friction: 200 tons
and over
$71.26 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 100 tons through
199 tons, or 150' of boom
(including jib with
attachments)
$69.85 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 20 Tons Through
44 Tons With Attachments
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 200 tons- 299
tons, or 250' of boom
including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 300 tons and over
or 300' of boom including
jib with attachments
$71.26 7A 3K 8X View
Page 13 of 21
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King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 45 Tons Through
99 Tons, Under 150' Of
Boom (including Jib With
Attachments)
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: A-frame - 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: Friction cranes
through 199 tons
$70.57 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: through 19 tons
with attachments,
A-frame over 10 tons
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Crusher $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Deck Engineer/Deck
Winches (power)
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Drill Oilers: Auger Type,
Truck Or Crane Mount
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Drilling Machine $69.85 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Elevator And Man-lift:
Permanent And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Finishing Machine, Bidwell
And Gamaco & Similar
Equipment
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Forklift: 3000 Lbs And
Over With Attachments
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Forklifts: Under 3000 Lbs.
With Attachments
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Grade Engineer: Using
Blue Prints, Cut Sheets,
Etc
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Guardrail Punch $68.55 7A 3K 8X View
King $69.16 7A 3K 8X View
Page 14 of 21
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Power Equipment
Operators- Underground
Sewer & Water
Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. &
Over
King Power Equipment
Operators- Underground
Sewer & Water
Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Horizontal/Directional
Drill Locator
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Horizontal/Directional
Drill Operator
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Hydralifts/Boom Trucks
Over 10 Tons
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Hydralifts/Boom Trucks,
10 Tons And Under
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loader, Overhead 8 Yards.
& Over
$69.85 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loader, Overhead, 6
Yards. But Not Including 8
Yards
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loaders, Overhead Under
6 Yards
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loaders, Plant Feed $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loaders: Elevating Type
Belt
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Locomotives, All $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Mechanics, All (leadmen -
$0.50 Per Hour Over
Mechanic)
$69.85 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Mucking Machine, Mole,
Tunnel Drill, Boring, Road
Header And/or Shield
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Oil Distributors, Blower
Distribution & Mulch
Seeding Operator
$65.05 7A 3K 8X View
King $68.02 7A 3K 8X View
Page 15 of 21
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Power Equipment
Operators- Underground
Sewer & Water
Outside Hoists (Elevators
And Manlifts), Air Tuggers,
Strato
King Power Equipment
Operators- Underground
Sewer & Water
Overhead, Bridge Type
Crane: 20 Tons Through
44 Tons
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Overhead, Bridge Type:
100 Tons And Over
$69.85 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Overhead, Bridge Type: 45
Tons Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Pile Driver (other Than
Crane Mount)
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Plant Oiler - Asphalt,
Crusher
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Posthole Digger,
Mechanical
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Power Plant $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Pumps - Water $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Quad 9, Hd 41, D10 And
Over
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Quick Tower - No Cab,
Under 100 Feet In Height
Based To Boom
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Remote Control Operator
On Rubber Tired Earth
Moving Equipment
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Rigger/Signal Person,
Bellman (Certified)
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Rollagon $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Roller, Other Than Plant
Mix
$65.05 7A 3K 8X View
King Roller, Plant Mix Or Multi-
lift Materials
$68.02 7A 3K 8X View
Page 16 of 21
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Power Equipment
Operators- Underground
Sewer & Water
King Power Equipment
Operators- Underground
Sewer & Water
Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Scraper, Self Propelled
Under 45 Yards
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Scrapers - Concrete &
Carry All
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Scrapers, Self-propelled:
45 Yards And Over
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Service Engineers -
Equipment
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shotcrete/Gunite
Equipment
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoe, Tractors Under
15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoe: Over 30 Metric
Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoes, Tractors: 15 To
30 Metric Tons
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoes: Over 50 Metric
Tons To 90 Metric Tons
$69.85 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoes: Over 90 Metric
Tons
$70.57 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Spreader, Topsider &
Screedman
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Tower Bucket Elevators $68.02 7A 3K 8X View
King Tower Crane Up To 175' In
Height Base To Boom
$69.85 7A 3K 8X View
Page 17 of 21
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Power Equipment
Operators- Underground
Sewer & Water
King Power Equipment
Operators- Underground
Sewer & Water
Tower Crane: over 175’
through 250’ in height,
base to boom
$70.57 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Tower Cranes: over 250' in
height from base to boom
$71.26 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Transporters, All Track Or
Truck Type
$69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Trenching Machines $68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Truck Crane Oiler/driver -
100 Tons And Over
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Truck Crane Oiler/Driver
Under 100 Tons
$68.02 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Truck Mount Portable
Conveyor
$68.55 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Welder $69.16 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Wheel Tractors, Farmall
Type
$65.05 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer
Groundperson
$36.10 5A 4A View
King Refrigeration & Air
Conditioning Mechanics
Journey Level $84.01 6Z 1G View
King Residential Brick Mason Journey Level $58.82 5A 1M View
King Residential Carpenters Journey Level $32.06 1 View
King Residential Cement Masons Journey Level $29.25 1 View
King Residential Drywall
Applicators
Journey Level $46.43 7A 4C View
King Residential Drywall Tapers Journey Level $47.04 5P 1E View
King Residential Electricians Journey Level $36.01 1 View
Page 18 of 21
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King Residential Glaziers Journey Level $45.90 7L 1H View
King Residential Insulation
Applicators
Journey Level $29.87 1 View
King Residential Laborers Journey Level $26.18 1 View
King Residential Marble Setters Journey Level $27.38 1 View
King Residential Painters Journey Level $27.80 1 View
King Residential Plumbers &
Pipefitters
Journey Level $39.43 1 View
King Residential Refrigeration &
Air Conditioning Mechanics
Journey Level $54.12 5A 1G View
King Residential Sheet Metal
Workers
Journey Level (Field or
Shop)
$51.89 7F 1R View
King Residential Soft Floor
Layers
Journey Level $51.07 5A 3J View
King Residential Sprinkler Fitters
(Fire Protection)
Journey Level $50.89 5C 2R View
King Residential Stone Masons Journey Level $58.82 5A 1M View
King Residential Terrazzo
Workers
Journey Level $54.06 5A 1M View
King Residential Terrazzo/Tile
Finishers
Journey Level $24.39 1 View
King Residential Tile Setters Journey Level $21.04 1 View
King Roofers Journey Level $55.02 5A 3H View
King Roofers Using Irritable Bituminous
Materials
$58.02 5A 3H View
King Sheet Metal Workers Journey Level (Field or
Shop)
$85.88 7F 1E View
King Shipbuilding & Ship Repair New Construction
Boilermaker
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Carpenter
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Crane
Operator
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Electrician
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Heat &
Frost Insulator
$76.61 5J 4H View
King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Machinist
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Operating Engineer
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Pipefitter
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Sheet
Metal
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Shipfitter
$36.36 7V 1 View
Page 19 of 21
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King Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Welder / Burner
$36.36 7V 1 View
King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Crane
Operator
$45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Electrician $46.22 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Heat & Frost
Insulator
$76.61 5J 4H View
King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Operating
Engineer
$45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
King Sign Makers & Installers
(Electrical)
Journey Level $49.44 0 1 View
King Sign Makers & Installers
(Non-Electrical)
Journey Level $31.96 0 1 View
King Soft Floor Layers Journey Level $51.07 5A 3J View
King Solar Controls For Windows Journey Level $13.50 1 View
King Sprinkler Fitters (Fire
Protection)
Journey Level $82.39 5C 1X View
King Stage Rigging Mechanics
(Non Structural)
Journey Level $13.50 1 View
King Stone Masons Journey Level $58.82 5A 1M View
King Street And Parking Lot
Sweeper Workers
Journey Level $19.09 1 View
King Surveyors Assistant Construction Site
Surveyor
$68.02 7A 3K 8X View
King Surveyors Chainman $65.05 7A 3K 8X View
King Surveyors Construction Site Surveyor $69.16 7A 3K 8X View
King Telecommunication
Technicians
Journey Level $53.57 7E 1E View
King Telephone Line
Construction - Outside
Cable Splicer $41.81 5A 2B View
King Telephone Line
Construction - Outside
Hole Digger/Ground
Person
$23.53 5A 2B View
King Telephone Line
Construction - Outside
Installer (Repairer) $40.09 5A 2B View
King Telephone Line
Construction - Outside
Special Aparatus Installer I $41.81 5A 2B View
Page 20 of 21
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King Telephone Line
Construction - Outside
Special Apparatus Installer
II
$40.99 5A 2B View
King Telephone Line
Construction - Outside
Telephone Equipment
Operator (Heavy)
$41.81 5A 2B View
King Telephone Line
Construction - Outside
Telephone Equipment
Operator (Light)
$38.92 5A 2B View
King Telephone Line
Construction - Outside
Telephone Lineperson $38.92 5A 2B View
King Telephone Line
Construction - Outside
Television Groundperson $22.32 5A 2B View
King Telephone Line
Construction - Outside
Television
Lineperson/Installer
$29.60 5A 2B View
King Telephone Line
Construction - Outside
Television System
Technician
$35.20 5A 2B View
King Telephone Line
Construction - Outside
Television Technician $31.67 5A 2B View
King Telephone Line
Construction - Outside
Tree Trimmer $38.92 5A 2B View
King Terrazzo Workers Journey Level $54.06 5A 1M View
King Tile Setters Journey Level $54.06 5A 1M View
King Tile, Marble & Terrazzo
Finishers
Finisher $44.89 5A 1B View
King Traffic Control Stripers Journey Level $47.68 7A 1K View
King Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View
King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck & Trailer $61.59 5D 4Y 8L View
King Truck Drivers Other Trucks $61.59 5D 4Y 8L View
King Truck Drivers - Ready Mix Transit Mix $61.59 5D 4Y 8L View
King Well Drillers & Irrigation
Pump Installers
Irrigation Pump Installer $17.71 1 View
King Well Drillers & Irrigation
Pump Installers
Oiler $13.50 1 View
King Well Drillers & Irrigation
Pump Installers
Well Driller $18.00 1 View
Page 21 of 21
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Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
1
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits ac tually 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.
B.All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C.The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one -half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D.The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E.The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F.The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G.The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H.All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at doubl e the hourly rate
of wage.
I.All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J.The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K.All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
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.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
2
Overtime Codes Continued
1.O.The first ten (10) hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P.All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q.The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half times
the hourly rate of wage.
R.All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
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.
U.All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V.All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W.All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X.The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y.All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z.All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
3
Overtime Codes Continued
2.ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B.All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
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.
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.
O.All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage.
R.All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U.All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
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 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.
3.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.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. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. 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.
C.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 one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
4
Overtime Codes Continued
3.E.All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F.All hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H.All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and Mar ch 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J.All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K.Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one -half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a cont inuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4.ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A.All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B.All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C.On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek sched uled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Sa turday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
5
Overtime Codes Continued
4.D.All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose pri mary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one -half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E.The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
F.All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sunda ys 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.
G.All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H.The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one -half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I.The First eight (8) hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
J.The first eight (8) hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K.All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wa ge.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
6
Overtime Codes Continued
4.L.The first twelve (12) hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at d ouble
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
M.All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting ti me shall be paid for such time at time and one -half times the
hourly rate.
N.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, and all work performed between the hour s of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O.All hours worked between midnight Friday to midnight Sunday shall be paid at one and one -half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P.All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q.The first four (4) 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 over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R.All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage, so long as Saturday is
the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
S.All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T.The first two (2) hours of overtime for hours worked Monday-Friday 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 shall be paid at double the hourly rate of wage. All
hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one -half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For wo rk on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
U.The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
7
Overtime Codes Continued
4.V.Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make -up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worke d as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make -up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at dou ble (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W.All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
X.All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296 -127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5 -eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296 -127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
8
Overtime Codes Continued
4.Y.Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
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).
H.Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after T hanksgiving Day,
And Christmas (6).
I.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing Day, and Christmas Day
(6).
J.Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgi ving Day,
Christmas Eve Day, And Christmas Day (7).
K.Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L.Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N.Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor D ay, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q.Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
9
Holiday Codes Continued
5.R.Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S.Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
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 Da y Before Or After Christmas (9).
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).
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, the Friday after Thanksgiving Day, Christmas Day, and a Half-
Day On Christmas Eve Day. (9 1/2).
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).
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 B efore Christmas Day, And
Christmas Day (9).
Z.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shal l be considered as the
holiday.
7.A.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C.Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
10
Holiday Codes Continued
7.D.Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F.Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H.Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Chris tmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I.Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J.Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K.Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L.Holidays: New Year's Day, Memorial Day, Labo r Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
M.Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Da y
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
11
Holiday Codes Continued
7.Q.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
R.Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
S.Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T.Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed b y the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
V.Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be co nsidered
a holiday and compensated accordingly.
W.Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X.Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y.Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
Z.Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
15.A.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall
be observed as a holiday on the following Monday.
B.Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C.Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
12
Holiday Codes Continued
15.D.Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E.Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
Note Codes
8.D.Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L.Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M.Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N.Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
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.
Q.The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
S.Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T.Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effecti ve on or after August 31, 2012.
U.Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
13
Note Codes Continued
8.V.In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 1 51' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
-$1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W.Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X.Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied t o the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double -time
status. (For example, the special shift premium does not waive the overtime requirement s for work performed on
Saturday or Sunday.)
Y.Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one -half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Z.Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double -
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
14
Note Codes Continued
9.A.Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtim e or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour a bove their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A)– 130’ to 199’ – $0.50 per hour over their classification rate.
(B)– 200’ to 299’ – $0.80 per hour over their classification rate.
(C)– 300’ and over – $1.00 per hour over their classification rate.
B.The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C.Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control veh icular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card i ssued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D.Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E.Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
APPENDIX B – City of Renton Standard Plans
PATCHED AREA
i
A q
COVER
COVER PER STD PLAN 401
SEE NOTE 9)
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER P L A N
PATCHING
NTS
OUTSIDE DIAMETER OF
SEE NOTE 9) ADJUSTMENT RING AND x SEE NOTE 2
X
gOTTOM OF FRAME
t----
MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(1).
SECTION A-A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON.
FOOT(MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8"OF THE USE OF SHIMS IS PROHIBITED.
HMA CLASS"PG 64-22(OR TO A DEPTH THAT S 2"BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7• FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER)OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR.MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9. X=1'-0"MIN.TO 2'-6"MAX.-PER ENGINEER'S INSTRUCTION
STD. PLAN - 106
j PUBLIC WORKS
TY'CAL CONSTRUCTION A ROVED:
al' DEPARTMENT AND ADJUSTMENT OF
flMANNOLERISER3
e o r>tor DA E
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C:\ProgramData\activePDF\Temp\DocConverter\API\Input\$e8c0f33e964f$815A5B647A354A34B09EC9FDA92D0FF7.
docx
PUBLIC WORKS DEPARTMENT
M E M O R A N D U M
DATE: February 26, 2020
TO: Gregg Zimmerman, Public Works Administrator
FROM: Jim Seitz, Transportation Systems Director
STAFF CONTACT: Chris M. Barnes, Sr., Transportation Operations Manager
SUBJECT: Updates to Standard Plan 122.1
ISSUE:
Should the Public Works Administrator approve updated Standard Plan that is attached
and listed below?
RECOMMENDATION:
City of Renton recommends to approve the updated Standard Plan, attached and listed
below.
Specifically:
1.Replace existing Standard Plan 122.1 Service Cabinet with updated Standard Plan
–122.1 Service Cabinet (Updated detail to show additional notes)
BACKGROUND:
The City’s current Standard Plan for service cabinets needed a note that was
unintentionally left off from the previous revision. This note had been in the original
Standard Plan for service cabinets.
Electronic versions of the above-mentioned Standard Plans are available for electronic
signature. Please request from Kelsey Marshall.
Attachments: Proposed Standard Plans
Current Standard Plans
DocuSign Envelope ID: 1A67EB64-FDC0-44CD-AF93-5F66899DD39F
STANDARD DETAILS/PLANS
Submission to the Clerk’s Office
Section:
Title of Plan/Detail: _____________________________________________________
Number of Plan/Detail: _________________________________
Division:
Subdivision:
Staff Member’s Name: _____________________ Date: __________________________
Service Cabinet
122.1
Kelsey Marshall 2/26/20
Section J - Illumination and Signals
Transportation
(If Utilities, Choose One)
DocuSign Envelope ID: 1A67EB64-FDC0-44CD-AF93-5F66899DD39F
LABEL THE STREET FACING SIDE OF THE CABINET
WITH ITS ADDRESS NUMBER (W/O STREET NAME)
USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2”
HIGH BLACK LETTERING ON WHITE BACKGROUND.
ATTACH NAMEPLATE WITH ADHESIVE
C’)ni
C,
C,
z
‘Ii
-I •_‘\PHOTO
METER ELECTRIC
BASE CELL
MAIN IthyB.
,—.CONTROL
----1 SWITCH
---—LTG.TYPICAL
-GROUND
----—---—-—-------—‘-——FAULT
W RECEPT.
—*-6”‘E—
21”
U
ELEVATION SECTION
THE METER DOOR SHALL BE REMOVABLE.
UNLESS SPECIFIED IN THE PLANS,THE
METER DOOR HINGE SHALL BE LOCATED
ON LEFT SIDE OF THE CABINET
120!24OVAC,1 PHASE,3 WIRE
-j
-j
0
Ei
U)
-3
z
I—
0
WIRING SCHEMATIC
NOTES PER STANDARD PLAN 122.2
2”
-H 8”8”H
H(16”>‘
o
_________________DocuSign Envelope ID: 1A67EB64-FDC0-44CD-AF93-5F66899DD39F2/27/2020 | 12:32 PM PST
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
COMPONENT SCHEDULE
1D METERBASE: 200 AMP. 4 JA'vV. B-L-INE LI264- MANUAL B"_--P SS_
W/ 5TH JAW AT 9:00 POSITION
PANELBOARD: 120-240 -\'AC. 100 A',IP COP?7—R 3L-S.
MAIN BREAKER: 100 ANIP FRA'\IE. 100 AEI? -RI?.
BOLT -ON BRANCH BREAKERS. EATON TY?= BA3
2 - 20.2 ILLUMINATION BRANCH A B
1 - 201 ITS BRANCH
1 - 20.1 CONTROL CKT BRANCH
1 - 20.1 GROUND FAULT RECEPTACLE BRANC=
3 - 20.1 SPARE BRANCH
CONTACTOR: NE1IA LIGHTING RATED. 36A. = POLE. 2 V
SQD #8910DPA34V02. 1—REQUIRED
4 PHOTO CELL: PHOTO ELECTRIC CELL: h .'- Vx GATT. I
MOUNTED INSIDE CABINET BEHIND XVIREGLASS
5 PHOTO -CELL BYPASS SNITCH. SPDT. 15 _ANIP,
6 GROUND FAULT RECEPTACLE: -10 AMP_ 12 , '\ 'AC. D ..-?;- X
CABINET: NEMA 3R. PAD\IOL"NT. 1 S" ALUNIINUNI 2 _z- C+ -Y a-- _ _
2 SCREENED AND GASKET-D A"=N-S
DOORS: HEAVY DUTY HINGES (LIFT-0-7-7
STAINLESS STEEL VAULT HANDLES.'AD__C
BEST" CN LOCK ON DISTRIB ,TION D00--l- _ - =- __--- NVINDONV
IN AIETER DOOR. CLOSED C7— - N ' -N7 -7-, CARD
HOLDER FINISH:
MILL FINISH ALUMINUM NOTE:
1.
SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE SERVICE
CABINET NOTES STD.
PLAN - 122.2 PUBLIC
WORKS A ROVED: DEPARTMENT
GAZ 3/13/2019 DATE
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
CONDUIT ENTRANCE AREA
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
6" 6"
GRADE LEVEL
N a
ad' d
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
n
SHIM TO PLUMB
SEE NOTE 3
0 L_k_HT71 #
4 HOOPS
4 BAR E AC-,' CORNER
6" MIN 1" TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
1'-6" + 2" 1'-6"
IIII #4 BAR EACH
4 CORNER
HOOPS
Q TIT
PLAN VIEW
CONTROLLER CABINET FOUNDATION
NOTES PER STD PLAN 126.2
Y o CABINET FOUNDATION
STD. PLAN 126.1
PUBLIC WORKS DETAILS PROVED:
Ps 1w DEPARTMENT ZAZ 3/13/2019 MIT
DATE
ISOMETRIC
NOTES:
SECTION B
TOPFOUNDRY
NAMEDIFLOW
SECTION A
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT-DOWN HOLES VARIES BY
MANUFACTURER.
2.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3.USE ONLY IN SAGS ON VERTICAL CURVES.
4.FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
FLOWFLOWBOLT-DOWN SLOT DETAIL
SEE NOTE 1
1/2"
3/4"
1 1/4"
5/8"
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE 1
20"
5"
5"
5"
3"
1"
3"
5"
5"
5"
24"
1 5/8" MAX.
4 EQUAL SPACES 4 EQUAL SPACES
A
BOUTFALL TO STREAM DUMP NO POLLUTANTS
3/8" RECESSED LETTERING
RECTANGULAR BI-DIRECTIONAL
VANED GRATE
STD. PLAN - 204.30
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
SURFACE WATER STANDARD PLAN
NOTES (1 OF 2)
STD. PLAN - 267.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO
THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND
220.20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN
204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE:
RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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SURFACE WATER STANDARD PLAN
NOTES (2 OF 2)
STD. PLAN - 267.10
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM” SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE,
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
SURFACE WATER STANDARD PLAN NOTES:
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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EROSION AND SEDIMENT CONTROL
STANDARD PLAN NOTES
STD. PLAN - 268.00
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN.
12" MAX
FINISH GRADE
z ¢ TOUCHREAD WATER
METER TO BE
o 0 SUPPLIED BY THE
12 z Q bj
36" MIN COVER N 7 CITY >
TYPE "
K" SOFT c 0
22-1/2°
COPPER TUBING V u
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
Z_LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL 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.
AA
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7F—"—T;
2-1/2" MIN. FROM NEAREST
FAND FRONT EDGE OF PIT LID
71
TYPICAL
RIB
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.
ZY
Oer< PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN — 320.1
DEPARTMENT
N,yp
NOVEMBER 2009
J I IN UNIMPROVED RIGHT OF JfWAYINSTALLMETERBOXAT
PROPERTY LINE WITH 12"
w LONG COPPER TAILPIECE, w
aI SIDEWALK
m
z ¢ TOUCHREAD WATER
METER TO BE
o 0 SUPPLIED BY THE
12 z Q bj
36" MIN COVER N 7 CITY >
TYPE "
K" SOFT c 0
22-1/2°
COPPER TUBING V u
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
Z_LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL 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.
AA
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7F—"—T;
2-1/2" MIN. FROM NEAREST
FAND FRONT EDGE OF PIT LID
71
TYPICAL
RIB
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.
ZY
Oer< PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN — 320.1
DEPARTMENT
N,yp
NOVEMBER 2009
CAUTION VALVE BOX SHOULD NOT REST ON
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
9" MIN.
12" MAX.
O
NO Un
CRUSHED ROCK BASE
TO SUPPORT VAULT.
1-1/2" AND 2" WATER SERVICE DETAIL
MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT—OF—WAY BEHIND SIDEWALK
FRIM PRIVATE PLUMBING
SHALL CONNECT
HERE
2" BRASS PLUG
THREADED)
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
VMrIPTx QUICK JOINT
1. 2" tapped tee on new water meter.
2. 4" long X 2" brass nipple with threaded ends (MIPT). A — A
3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if DRILL 2" DIA. HOLE FOR
required (see standard detail 330.1).
TOUCHREAD DEVICE
4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to
fit, "lug" type cover.
5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2
each 2"-90° brass or bronze elbows (FIPT x FIPT)
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper type K or brass nipples, length to fit.
8. 2" threaded brass 90' ell.
9. 2" Customsetter with by—pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass
3OB715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve
outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by contractor.
11. Water meter shall be supplied and installed by City of Renton upon payment of all related water
meter fee and satisfactory pressure and purity tests.
12. 17"x30" equal to Mid—States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron
damond plate cover 18"x31" equal to Mid—States Plastics, Inc. MSCBC-1730—R with 2" drilled hole
for touchread pit lid, and meter read lid.
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property
owner is responsible for any necessary adaptation or extension of water service.
MATERIAL LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT—Of—WAY BEHIND SIDEWALK
1. 2" tapped tee on new water main
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required
see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit,
lug" type cover.
5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length
threaded ends), 2 each 1-1/2"— 90' brass or bronze elbows (FIPT x FIPT)
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 1-1/2" soft copper type K or brass nipples, length to fit.
B. 1-1/2" pack—joint 90° ell, for Ford L44-77 or equal.
9. 1-1/2" Customsetter with by—pass Ford VBH 66-12B x 13-3/16" or McDonald brass, with flanged
angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with
padlock wings. Customsetter shall have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by contractor.
11. Water meter shall be supplied and installed by City of Renton upon payment of all related water
meter fee and satisfactory pressure and purity tests.
12. 17"x30" equal to Mid—States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron
damond plate cover 18"x31" equal to Mid—States Plastics, Inc. MSCBC-1730—R with 2" drilled hole
for touchread pit lid and meter read lid.
13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The
property owner is responsible for any necessary adaptation or extension of water service.
NOTE:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST—IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BOX.
TYPICAL RIB
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
ZY
e + PUBLIC WORKS 2 AND 1 12" WATER SERVICE LOCATED
STD. PLAN — 320.3
O DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK
N,yp
FEBRUARY 2010
f
TO
MF
r' L_ f-'\ I N
BOXES
u V11114. r r«E-
DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'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 DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA 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
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS—CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y
s4" TO 2" DOUBLE CHECK VALVE STD. PLAN — 340.8
n + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
1 oI
DEPARTMENT
RESIDENTIAL FIRE SPRINKLER MARCH 2010
City of Renton
Contract Provisions for
Downtown Core Streetscape Phase 1
______________________________________________________________________________
APPENDIX C – WSDOT Standard Plans