HomeMy WebLinkAboutWTR2701944(1) . .
TR=1 ".,- Wa armain Instal lat ion
Union Ave. N. E. from N. E. . St W-773
.Bid P ropo al F; Spec,,. I of 2
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TILITY ENGINEERING
BID PROPOSAL AND SPECIFICATIONS
FOR
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WATER PROJECT NO. 773
12" WATERMAIN INSTALLATION
UNION AVE. N.E. FROM N.E. 19TH ST.
` TO N.E. 25TH ST.
city Of RENTON
PUBLIC WORKS o[ppu TW1AE3 T
WIW CIM NC.
I UKD1 . IN
!lN10N. +AYtN Wo3! • 1?WI lN'�
' W-733
UNION AVENUE N.E. FROM N.E. 19TH STREET
' TO N.E. 2ST14 ST.
CONTRACTOR:
Grant Construction Company
12901 - 172nd Ave. S.E.
' Renton, WA 98056
Office: 226-0418
Emergency: 271-0200
' I^surance A Bonding Agent
Dan B. Hauff 6 Associates
t P.O. Box 770
Renton, WA 99057
Office: 228-1500
1
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' CITY OF RENTON
' BID PROPOSAL AND SPECIFICA7 ,4S
12" WATERMAIN INSTALLATlun
UNION AVE HE FROM NE 19th SI TO WE 25th ST
' WATER PROJECT NO. W - 773
' S28ZEX
' .Anwry of Fair Precticea/Affirmative Action Program, City of Renton
Scope of Work
Vicinity Map
' Instructions to bidder
Call for Bids
*Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO
' *Certification of EEO Report
*Minority and I.NWs Business Enterprise Participation
*Certification of Bidder's Affirmative Action Plan
*Non-Collusion Affidavit
*Certification re: Assignment of Antitrust Claims to Purchaser
#Minima Wage Form
*Bid Bond Form
' *Proposal
*Schedule of Prices
Bond to the Citl of Renton
Contract Agreement
EEO Compliance Report Sample Form and Instructions
Hourly Minimum Wage Rates
Environmental Regulation Listing
' Hourly Minimum, Wage Rates
Special Provisions
Technical Provisions
' Dets.1 Sheets/Standard
' Docunrnts marked * above must be executed by the Contractor, President
and Vice-President or Secretary if corporation by-laws permit. All pages
mast be signed. In the event another person has been duly authorized to
' execute contracts, a copy of the corporation minute: establishing this
authority must be attached to the bid document.
' CITY OF RENTON
Public Works Dept.
Renton Washington 98055
' rnriut "a"
' CITY OF RAMP
SUMNART OF FAIR PRACTICE5 PO4ICY
' ADOPTED by RESOLUTION NO, 2740
The policy of the C£ty of Renton is to promote and afford equal
' treatment and #erv£ce to a,, eiti oont and to assure equal employ-
sent opportunity to ail percent re vvardl*se of race, &rood; color;
ethnieitb; national origin; &so; tAe prtseme* of a non-job-related
physical, oomsory, or mental handicap; ape; or marital states.
' This policy @halt be based on the principles of equal employment
opportunity and affirmative action guidelines as set forth im
faders., state and local Iaws All deportment@ of the City of
Renton that', adhere to the following gui da.ines;
' 1
1J IMPL07NIRT PRA Cf2. - All activities relating to employ-
ment *uo n@Ti re c►u�men t, #*,motion, promotion, termination
and training shall be conducted in a non-di*oriminatory
' manner. personnel deei@ions vi R be baud on individual
performance, staffing requirements, and in accordance
with y'overninp Civil Service Law and the agreement
between the City of Renton and the gas'hington State
Council of County and City Emptoytes.
' (2) COOPER fizz Y BU ARAR AIC T�. - The City of
enter wizz can era a vtt a4 orgamtsa t£an* and
' eosniu{ens orpamised co pramott pair pretties* and equal
opportunity in employment.
(31 AFFIRNATIVI ACfIOy pOORAN - rho City of Renton Affirmative
' loti on r' VIST3i matntained to facilitate equitable
repro esn t¢t{en vi Min the City workferee and to secure
equal ampleywent opportunity to all. It &hail be the
responsibility and duck of a:t City Officials and enplobses
' to carry out the pc,iet*&, guidelines and oarreotive
mea*ur*# as act forth by this program. Corrective
omplcym*mt programs may be established by the Mayor en
the rcoomnendat£on of an Affirmative Action Comnitte* fer
' theet department& in which a protected 0I200 of smp201,600
is undo r-r&prooen tad.
({) CONTRACTORS' 9/1I9A,1;0Y - Contractors, subcontractors and
' @upp.ter@ con ucetng on ivu with the City of Renton
s ha.i affirm and subscribe to the pair practice* and Pon-
Di&crimination policies act forth by law and in the
Affirmative Action Program.
' Copies of this policy *hall be di*tributed to all City amp:eyeoa,
ahstl appear it all operational dooumentation of the Ctty, ino.uding
bId voi!#, and *hat! be prominently displayed {e appropriate City
facilities.
CONCL'RAID Is by the City Femneil of the City of Renton, wa*hington,
' this tea dolt of Jwe I*FO.
CITY OF RENT^s: RERTON CITY COUNCIL:
' Map;r 1 Caen ci: Fr<Ii ion:
Attest:
Issued: July 10, 191t
' Fevised: February 9, 1976
itj�A/ y � Rev[amd: June 1, 1990
city Clerk
' C117 OF DEMON
' Water Project No. Y - 773
' 12" Watermain Installation
Union Ave NE from NE 19th ST to NE 25th ST
I
' SCOPE �' M7B5
' The work involved under the terms of this contract shall be the complete
' installation, testing and sterilization of a new 12-inch diameter
watermain to replace an existing 6" and 12" steel watermain in Union Ave
' NE northeast from NE 19th St to NE 25th St as shown on the project plans
and specifications. The work shall include, but not be limited to
' excavation, backfill and compaction and installation of approximately
2203 lineal feet if 12 inch diameter watermain. All water main shall be
Iductile iron class 52. The work shall include all fittings, valves,
' sleeves, reducers, blow-off assemtlies, concrete thrust blocks,
connettions to the existing system, testing and sterilization of
' installed pipe, and complete restoration of all surfaces and existing
underground utilities.
' All contractors participating to the work on this project shall comply
' with all Federal, State, County, and City codes of regulations applicabe.
' to rvch work and in conformance with the plans ann specifications.
�fi.- ♦ rrM
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" y VICINITY MAP
C/Ty ox RENTON
INSTRUCTIONS TO lIDOERS
I, Sealed bids for this proposal will be received by the City Of Renton at the
office of the Renton City Clerk, Renton City Nall, until 2:30 o'clock p.m..on the data specified In the Cell for lids.
At this time the bids will be publ;cly opened and read, after which the
bids will be considered and the award mode as early as practicable.
t No proposal may be changed Or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
2. The work to be done Is shown on the plans. Quantities are understood to
be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
to add or to eliminate portions of that work as deemed necessary,
3. Plans may be examinee and copies obtained at the Public Works Department
Office. Bidders shell inspection of the site.satisfy themselves as to the local Conditions by
4. The bid price for any item must include the performance oe all work
necessary for Completion of that item as described in the specifi ,tionS.
1 S. The bid price shall be stated In terms of the units indicated and as to a
total amount. In the event of errors, the unit price bid will govern.
Illegible figures will invalidate the bid.
6, The right is reserved to reject any and/or all bids and to waive Inform-
, ♦iit'OS if it Is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Director Oe Finance of the City of Renton in on amount not less than
' 5T of the total amount of the bid shall accompany each bid propnsal. Checks
will be returned to unsuctessful bidders i mmediately f Min
g the decision
as to award of contract. The check of the successful b'dder will be
' returned provided he enters into a contract and furnishes a satisfactory
Performance bond covering the full AmOuot of the work within ten days after
receipt of notice of intention to award contract_ Should he fail, or refuse
to do so, the check shall be forfeited to the City
d of Renton as liquidated
amage for such failure.
B. All bids must be self-explanatory. No opportunity will be offered for oral
explanation except as the City may request further Information on particular
points,
4. The bidder shall, upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash Warrants.
Rev. 7/15181
City of Renton Call for Rid,
WATER PROJECT NO. W - 773
' 12" WATER MAIN INSTALLATION
UNION Ar'E HE FRCM NE 19th ST TO WE 25th ST
Sealed bids will be received until 2:30 p.m., Wed. January 2T 1985 at
the City Clerk's office and will be opened and publicly read in the 4th
floor conference room, Renton Muni-1pal Building, 200 Mill Ave. South.
' The work to be perforeed within _60 working days from the date of
commencement under th:.s contract shall include, but not be limited to:
Furnish and install approximately 2203 linial feet of 12e ductile iron
water main, together with all required appurtenances, and complete
' restoration as set forth in the design drawings and speci:ications
The City reserves the right to reject any and/or all bids and to waive
any and/or al'_ ii..'rmalities.
' Approved plans and specifications and form of contract documents may be
obtained at the Putlic Works Department office at the Renton Municipal
Building for a deposit of A 15.00 each set plus i.S.Q� to cover
postage, if wiled. The deposit will be refunded upon return of the
Plans and Specifications in good condition within thirty days after bid
opening. The mailing charge will not be. refunded.
A certified check or bid bord in the amourt of five percent (5S) of the
total amount of each bid must accompany each tid.
' The City's Fair Practices and Non-Discrimination Policies shall apply.
Maxine E. Motor City Clerk
' Published:
Record Chronicle: December 28, 1984 A January 4, 1985
' Daily Journal of Commerce: January 2 d 9, 1985
CERTIFICATION BY�PjRROBPPOS�EDD CONTyRAACTOR, SUSCONTRATOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OtName
��I�'r _
o r me n r i "t
r0act see
INSTRUCTIONS
This rsrtlllcatl.n is required pursuant to Federal Executive Order 112/6. The Implementing rules and
regulattons provide that any bidder or prospective contractor, or any of their proposed subcontractors
and suppliers, mall stare ♦e an Initial part of the bid or negotiations of the contract whether it has
participated in any previous contract or subcontract subject to the equal opportunity CIAusu and, it
so, whether it has filed all compliance reports due under applicable instructions.
The City has neretotore adopted Resolution 2110 under date of June 2, 1900. amending a 'Fair Practices
POLICY.' as implemented by on 'Affirmative Action Progress' therein smandang the policy of the City of
Renton to promote and Afford equal treatment and service to all citizens and to enure equal employment
opportunity based on ability and fitness to all person, rer,rdlass of race-. creed: color; ethnicity,
national origin; sex; the presence of a non-job-related physical, sensory or mental handicap: aqe or
marital status. This policy shall Iakewlse Apply to all Contractors, subcontractors and suppliers
conducting bualeses with the City of Renton who in turn shall affirm and Subscribe to said practices
and policies. The atorsmentlonod provisions shall not apply to contracts or subcontracts for standard
commercial suppliers or raw materials or firms or organizations with less than eight employees or
contracts of loss than $10.000 business per annum with the city.
When the Contractor/Subcontractor/Supplier (hereinafter rsfarred to as the CuntrActorl is relua[ed by
the City of Renton to submit an Affirmative Action Plan, the minimum acceptcble percentage of minority
employment will be that percentage which is currently listed in 'Appendix 1' (Cite of Renton Goals and
Timetables) an the published City of Renton Affirmetive Action Program, i.e. 9.1%, This Program is
available for review at the Municipal building.
' The underslr id contractor therefore covenants. tapulates and agrees that during the performance of
this contract he will not discriminate against any person in hiring, promoting, discharging. compen-
sating or any other tam or condition of employment, by reason of such person's status, reference
the (11) categories listed an pare. 2 above.
Contractor further agrsea that he will take offarw Live and continuous action to insure full compliance
with such policy and program in all respects; it be Ing strictly understood and agrsed that failure to
comply with any of the terms of said provisions Shall be and constitute a material breach of this
1 contract.
Contractor shall, upon request andior as soon as possible thereafter, furnish unto the City any and all
Inforwtaon and reports required by the City to determine whether full compliance has been weds by the
' Contractor with said policy and program and contractor will Pe rmlt access to has books, records and
Accounts by the City for the purpose of Investigation to ascertain such compliance.
Contractor further acknowledges that he has to"lued a true and complete copy of the City's -Fair
Practices Policy.-
.ontract Identification Number
CERTIFICATION BY: CONTRACTOR or SUSCONTRACTOP or SUPPLIER
NAME: —.
ADDRESS:
TITLE' p.'. PHONE:
1, Contractor/Subooneraetor:Suppllar has participated in a previous contract or subcontract subject
to the Equal Opportunit'/ Clauas: . Yes No
2. Compliance reports were required to be filed in connection with such Contract or subcontract:
Y Tea _NO
I. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable
instructions: oA_Yva _No
' a. If answer to item 1 is 'No', please explain in detail can reveres aide of this certification.
CERTIFICATION: The Information above is true and Complete to the beat of my knowledge and belief.
ace s o gnel p use type or Pr rt
-Aagne a to
Reviewed by City Authorityi pate, -
1
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1 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT
1 Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
1 Reports.
The bidder proposed subcontractor , hereby certifies that he has K ,
has not participated in a previous contract or subcontract s-ab'act to th
1 equal opportunity clause, as required by Executive Orders 10925, 11114 or
11246, and that he has has not , filed with the toint Reporting
Committee the Director o t e Office ofTederal Contract : -pliance, a Faderal
1 Cuveruatnt contracting or administering agency, or the form., President's
Committee on Equal Employment Opportunity, all reports due under the applicable
filing requirements.
i
1 (Company)
1 6y:
1 (Title)
1 Date:
Note: The above certification is required by the Equal Employment Opportunit>
Negulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be
1 submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
1 are set forth in 41 CFR 60-1.5. (Cenerully only contracts or subcontracts of
$10.000 or under are exempt.)
1 Currently, Standard Form 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
1 previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
1 report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
1
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t PUBLIC WORK OR IMPROVEMENT Rev. 4/83
' PARTICIPATION CERTIFICATION: REF. RCW 35.22.650
CONTRACTS EXCEEDING $10 000 OR 15 000 FOR WATERMAIN CONSTRUCTION)
MINORITY BUSINESS ENTERPRISES (MBE)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WIDE)
(BUSINESSES OWNED AND OPERATED B': WOMEN)
CIntr&ct
agrees
t he
ll
velv
' members. Contractor s further aagreesithat he l shall icIt tactively solicit bldsr for theuP
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals In the light most favorable to said minority businesses. The contractor
' .hall be required to submit evidence of CamPlianco with this section as part of the
bid. As used in this section, the term 'minority business" means a business at
lust fifty-one percent of which is owned by minority group members. Minority
group members Include, but are not limited to' blacks, women, native Americans,Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
establishing minority status in accordance with criteria cited above.
' To be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be domed a part of the
resulting contract. A bidder's failure to submit this certification or submission
Of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
gt 3�* 1 ■Nog
Certifies that:
(a) it ) 'Goes nOL1 Intend to sublet a portion of the contract work and
as )(4ee-net) taken affi-mative action to seek out and consider minority
business enterprises as potential subcontractors.
' (b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are lists. below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
' MBE Min. Gr. WMBF
I.
(Name of Firm, bid Icm, Results of Contacts)
❑ ❑
El
L.
1 ❑ ❑
s. ❑ ❑
the liai on Ff is er for the adminlax rat ion of the minor' has been designated as
program for this firm. ' business enterprise
' CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
.t Bidder is to indicate by check-mark which of the following statements pertains to this
bid package. Anc is to sign the certification for that specific statement:
Ua1 It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
' "Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less than $10,000."
Cumpany Data
Mt t �-
' OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
em >'pan
Title
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
' l) Present utilization of minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
' Company ate
' Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
' to the City of Renton within five (S) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
' it will include:
1) Prese t uti l z nation of Minorities and Females by Job Classification,
' 2) Goals a Timetables of Iinority and Female Utili Lion, and
3) Specific A' irmatzve kc//tzon steps directed at mere in; Minor- y
and Female zl;zation.
Company at
BY: i
Title
Rev. 9/Vi'S
GRANT CONSTRUCTION
' 12901 171 S.E.
Kenton, washi.igton 490�6
Mawas ber 30, 1991
' AFFIRMATIVI. ACTIOf' PIAN
' Grant Construction hurvinaftvr known as "Grant" agrees
to the fuiluwinL pla" is, w,uting it, equal opportunity
obligation pursuant to Exvcutive Order 11246, and Title
VI and Vii of the Civil Nights Act of 19b4.
1. Equal t.M"J.Y0s"m 11"•ut'mtty Is,. tJV
' Crant's policy assures that applicants will be employed
and will b.• h•t•ated during, t•lsployment, without regard to
race, cruca, e"lur, ethnictty, national origin, sea. Chu
t presunee O( a nun•job rulatcd physical, sensory or mental
handicap, a,;c ur warttal status. This policy shall apply
to every 4: 11v:t 01' clxployNclit . upgrading; lemotion; re-
Jruitmvut, layufi or turminatfun; pay scales; and apprentice-
ship or on the job training.
-1. Equal Kassa, ynN•nC OPWrt"nity Oi(leer
tCrant hvruby deslOatus Jlan Grant, owner, as ELO Officer
with full authority to adttinistur and pro1ll0te an active
prograw of equal aupluylnvnt opportunity.
!. 0 ,scminatton of policy
' Crant pur.Onncl authurizud to hire, supurvfue, promote,
dewute, and tvrminate vwpluyces, who ructumend such action,
C Or arc iavulved in any of thusc•actions will be made
fully cognizant uf, and will implement Crant's policy
•aid contractual rv�punsibtlitics. To insuru the advice
' is carried Out the fulluwing winimum actions will be
taken:
Nuut'1)6. of fucuwea, lca.kuen and persunnel indicated
all "love, will be huld perivaloally nut lass than aumi-
annually and Crant's cqual uppurtunity policy and its
iwpluwuntatiun reviewed and explained. These meetings
' will be conducted by the ELO Officer.
All new forewun, leadtuun a J personnel indicated in
' abuvc will Le thoruughly indoctrinated by the EEO Officer
covvring Grant', equal opportunity obligations withL..
thirty days following hiring in.
4. ke:ru LL1"V1%L -continued
t
1:J a�Iu
' GRANT CONSTRUCTION
' Any advurtisumunts for umpluymunc in the newspaper
' shall include "Grant an Equal Employment Opportunity
Employer", or recruitment fur Grant employees will be
by Affirmative Action urJur to the State Employment
Security CvwmL4uiun when a vacancy is to be filled by
' a minority group person.
Grant will encuuc"t,v .vq.luyees to refer minority
Croup applicants for employment in discussions re-
' Carding thu procedure iur much referral and by pouting
appropriatu notes and bullutiins on employe* bulletin
boards.
S. Pcrsunncl Actium.
' All benefits, munutary, and working conditions will ,
be extended without rvFard to race, color, religion, sex,
or national urigi.u. T11v lellvwing actions will be taken.
' Periodic inspections of Grant facilities will
be nude to insure non-discriminatory treatment of personnel.
Wage, evlauatlon made to insure non-discriminatory
wage practices.
Pcriudically review pursunnul actions fur evidence
of discrimination anti take appropriate action where in-
dicated.
lnvcaligace in full all complaints of alleged dis-
crimination and cake appropriate action where indicated
and inform all complainants of avenues of appeal .
G. Tr"ininj, and Prumutiun
Grant will endeavor to locate, qualify, and in-
creaoe Uu skills of minority group employees and applicants.
Consistent with requirements and as permitted
within Pcderal anJ State regulations, Grant will fully
utilize training program* for the contractual area and
aJviuc umpluyue� and applicants of hesu programs and
their entrance requirements.
A pru,;ram of review of the training and promotion
potential of minority group employees will be conducted
and those uwployeus uncouraged to apply for same.
%. uniuns
Grant will seek the cooperation of labor unions in
incrc",ing uppurtunitius fur minority groups within the
unions as follows:
Cou,,crata with 1,,;.ur unions to develop joint
?7o-w l n
GRANT CONSTRUCTION
training programs fur the tlualification uT minority group
members for Membership in the unions and increasing skills
fur highur paying pe:.iLiuu:..
Iu.upureLu au utlual uppurLunity clause into all
union a}•.ruemcnLs to the end Lhat each union will be con-
tractually 6uund Le refer applicants without regard• to
their race, culur, creed, ethnicity, national origin, sex.
Lhu pruuuiw. vl a nua-jub rel..Lvd physical, sensory or
mental handicap, age or marital status.
If the union is unahlc or unwilling to refer minority
' lunp appltcallLL aL relleeLLwd, ta411L will fill VQcanclei
without regard to race, color, creed, ethnicity, national
urigin, swx, the prusencu of a non-job related physical,
:.ensury ur mental handicap, are or marital status making
wvwry effort Lu ubLaill pursuns in minority groups.
b. Subruntracrinr
Brant will sLrivc Le uLilizu miuurity group subcontractors
or these with meaningful minority group persons in their
uwploy and uow all effurt to assure such subcontractor
rulupliance with their wlu.11 opportunity obligations.
'i kvl.vrts and Becurds
CranL will keep Lhusc rucurd nucessary in determining
compliance with its utival opportunity obligations. They
will indicate:
breakdown by work cla:a ification on each city.
Federal or Federally-assisLcd prujcct of minority anal
nenminurity group member:. culpluyed,
Thu prugruss and uffurts being made in cooperation
' with unions to increase minority group employment
upportunitius.
' Craut's progruss and efforts in locating, hiring,
training, qualifying and minority group employees.
' CrauL's prugruss and efforts in securing the service
of Lhe subcuntractors noLud in paragraph 9 above.
All such records will be retained for three years
fulluwing cunLract compluLiun and be made available for
inspection by Lhu Contract Cumpliance Division at reason-
able Liwws.
' Crant will submit puriudical reports on forms
iurnished by Lhe Cempliancu Division of its employees
and those of its subcontractors if any.
Crant will rcruire :n every subcontract of $ 10,000
7$OLa I u
1 GRANT CONSTRUCTION
1
or more a 1 WNIXIK'N Affirmaeivu Action Program can.siutinp; of -lryuirewyntu hurein or with ouch %ad-
ification Mj is nycussury to obligate the subcontractor
to a program of Affirwativy Action, cupies of such pro-
f &rasa buing rutainvi at Grunt's officu.
10. Cual l s
1 Grant has a complement of 2 employees of which 0
are minority group individuals. An appropriate balance
1 in the cuwplU%vnt is 2 white, and 0 non white. Based
uu ally c.nup..uy • pr"UU. rate ul turnuvur the fulluwing
goals, in guu.l iatth, are ubtubliahad:
1 bcinl; a ,mull fires with little turnover we will
wa11u every yilult iu tlly futucc to tvnpluy minority work-
ers as thv Opportunity arises.
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NON-COLLUSION AFFIDAVIT
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STATE OF WASHINGTON )
)) SS
COUNTY OF /y%
t
being duly sworn, deposes and says, that he is the identical person
who submitted the foregoing proposal or bid, and that such bid is
genuine and not sham or collusive or made in the interest or on
behalf of any person not therein named, and further, that the
deponent has not directly induced or solicited any other Bidder on
the foregoing work or equipment to put in a sham bid, or any other
person or corporation to refrain from bidding, and that deponent has
not in any manner sought by collusion to secure to himself or to any
other person any advantage over other Bidder c. Bidders.
SIGN HERE:
Subscribed' Subscribed and sworn before aw this /J' day of Ta_„a,y� ,
a1 &A—ihc n an or a fete of
�� tl itt.S T residing at
therein.
1
1
CERTIFICATION RE: ASSIGNMENT OF
1 ANTITRUST CLAIMS TO PURCHASER
1 TO THE CITY OF RENTON
1 RENTON, WASHINGTON;
1 Vendor and purchaser recognize that in actual economic practice
overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
1 to purchaser any and all claims for such overcharges as to goods
and materials purchased in connection with this order or contract,
1 except as to overcharges resulting from antitrust violations
commencing after the date of the bid, quotation, or other event
1 establishing the price under this order or contract. in addition,
vendor warrants and repro .ants that each of his suppliers and
1 subcontractors shall assign any and all such claims to purchaser,
subject to the aforementioned exception.
1
1 ame oo project
G.an!6tac:mcaoo
12s41•l,:nd SB.
1 llealaa. WA SWM
Name a ldder s
1 ignature o .0 r "Mum Yia 0
1 /- /x'— gS
Date
1
1
1
U
U
I ,
' MINIMUM WAGE AFFIDAVIT FORM
City of Renton
' CgMTY OF iY,.� ss
t 1, the undersigned, having been duly sworn, deposed, say and certify
that in connection with the performance of the work of this project.
I will pay each classification of laborer, workman, or mechanic
' employed in the performance of such work; not less than the prevailing
rate of wage or not less than the minir:un rate of wages as specified
in the principal contract; that I have read the above and foregoing
statement and certificate, know the contents thereof and the
substance as set forth therein is true to My knowledge and belief.
Subscribed and sworn to before me an this a'-;day of
_. 19r=.
y lic n an or Late
of Was ngtont
Residin at
t
BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of S which amount is not less than five
percent of the total bid.
Sign Here _
BID BOND
Know All Men By These Presents:
That we, as Principal,
' and _ as Surety, are
held and firmly uound unto the City of Renton, as Obligee, in the penal sum of
Dollars, for the payment
of which the Principal and the Surety bini themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
' award to the Principal for _
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
' accordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety or Sureties approved by the
tObligee, or if the Principal shall, incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
' Obligee, as penalty and liquidated damages, the amount of this bond.
t
SIGNED, SEALE., AND DATED THIS -AY OF 19
Principal
Surety
' 19
' Received return of deposit in the sum of E
American Casualty Company
CRA of Reading, Pennsylvania
CNA P4fa A SbKk Comoany _.—
Chicago, tumors 60685
' BID BOND
' KNOW ALL MEN BY THESE PRESENTS:That we
Richard E. �rant dW Gra..t Construction
Pnnbpa,.
and AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA. Surety, are 1100 And temty bound unto
Cit^ of Rentan ob"k
m me a•rr•w —'s, Percent (sal f tal arount bid-----------------------------.._-------
------------------------------------------------------------- Dodarsl$ 5s I
'Jr tlw Daymen or wracn we pna,)ur361ve7 legal twesenattves successors and as5gns pinny and severally.r'rmly
-y the so"sons
WHEREAS,Pnnclo I,has sunmmed or is about to submit a PrAi0sal to Oblger on, contract W
Water Protect aW 773 - Installation of 2200 foot of 12- water Min
1
NOW. THEREFORE,d me said Contract oe awarded w PnncVal and Paya.rpal snail.within S'Kh erne as may tda
' 'pW. J.eo Nile, 10 ma i001'ut.n writing and give such bare:or oonas as may be%tenfioa V1 the grading or Contract
documents with surety Accepraoto to Oblgaa•ol d PnrKV41 shag tar(to do to bay to OtNgao 1h*damwgas whKh Ool,gae
may surer by reason at sucn tarlura mot eac000mg the Pemst* A this band.(hen this otrgattu+n shad oe void alheraye to
' ,amain m full tarca ano erect
Signed seated and cited January 7, 1985
_Richard.6�0rant dba Grant __ISoall
t - Pnnrrpat Construction
pt}.ao Runt, .1
' Ana/rNy-m-Fad
e•z•Jx<a
American CaBwlty Company r
p'ReBdinp, Pannayl van la
CNA
OAK"CNhm m.., POWER Of ATTORNEY APPOINTING INDIVIDUAL ATTORNEY•Irf•FACT ,
A. All AN. a, thoM Pra"Ma, That AMERICAN CASUALTY COMPANY Of READING, PENNSYLVANIA I M,aaw n aw,
atpanNed NJ e.\f.nA uNb (Al 'a.. of tIH ConRMh.eAhA of PMnl,l-Ama, am hbMIP N PnM,NI of ow m the CA, of C%KW,
ea,0 am.Of In.hOs> daily,1wH0y red" cemfudw,aN aPPomt Dan H. HAW",.diaahlca Us-"mt.
ladlvidUUtiv
N,.1MtElar YAAh4mam.— _...
't IM call knift Allormyy,m-Fall wln NR OowN NIP awk"ftm"mRNftad 10 age,Neal NIa NaA11a M ft ww OaAda, wMlr
%ow APE atM PM%Morf wob W nN N www RMIIN m towtem.
--`�llTtilcut'ITilltat oats
wov
aM fo botl At1FRMM1 CASUAI,Tt�COMPARY W Rt1ia1NG. Pf NN4YlVANYE -"N fVRY MO fo iM W 4 MMM AL .I %"h
nNIFWI Ma C bAnad by the OUN O RROANd N Lim,al AMERICAN CASUALTY OF READING, PENNSYLYANIA Ano AR
IN,acb N bad ANnrmy. airmalant to tm wham,fN'aw"A am NNOV mhfxM am COnllrmed
This►Owl,N kUyNV a Amid,am executed p,,,,Rl t0 an0 by authOMy of 11,41 hatkSn L8 BY I"duly Addgaa by the Boors N
la DlraCn of the Company
"Albtle IfI--[McNutt Y9 Alshim Am AppalMmam N Ather—,+NFW
Sactwn 2. ApmLntmant of ANO,hay mtatt That PIMliled K a VIC% St",daN ma, irom 1." to JmA, Appoint or
arvnln ,
imArlKMSS anomoW.n Mal to act m behalf N IN C0r1Man, a the eM .1,0. of NbcIOs of mwranu troma. unMrtarmpN aN
KN,bagal.q Instwu rvl OI Oka"lure Such MorMytrm lw %Mallet to Me bmgalwnl MI torth m 1""fetmchw cer;.h4Ne
,A aNNM,shall he"hill PC",to Mnd IN Company 0Y their SVNfom am laKutrM d}MY auto rnSllumeMA am to attimn the
WI N IN COA Nny IhaMo The P,SSIOard or any VKa POpd,,,or IN Bobo of Wlactom may al any It"raw"hat Powr ON ,
authoMy brw,aaly Sven to any ont rn"mfva.'
INS Mwar of ArfarheV IV M Aad aM WIVE by (aca,m, unbar eN by tat wimp\ of IN blbwlnnEa RSSaat,N Adopted by the
amid N DuACRba N RN COAANAY at a ASS01"S oily Called am held on the I tan del of November. IVA
"Rewired that the\yhati'm Of the PASSIONAL or A Vre Pns.mnt And the WI of the Company may be#N,cAd by racslmde Pn t
MY power of AtIctNy StaMef PuOubrn to SKbon 2 Of Ar/Klo VI of the By L"S,am the alaNtutl of the mcmary o,an Assawt
FabMary Am the"it 01 the COMA--may N ANuM or Lac YT1N to any CirhtKate Of MY "h pawl~am any SWO poaa,or M,
1 Kate twennP SKh tatMmlla*41 oat and WI seal be VMIO AM bmmp on the Company Any :"it power a executed am
MANd ON Calmed by CKlll,ckm M"wilted AN Wa SW. dh 1NPK110 any bond of LINMak,ne N"Af p,At,s attached.
COM-M 10 M V41-0 ON bmag on IN Company."
M IYltAM Wb~ AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA titleMVW t.NN pt"*WA to al Walled by
V b ,
Its Ka P" m ON It,Callaway, MN to be Toyota 011 yed I" -- Alhi of,_._ltlY. 11 63._,
AWROCRN gdUALTV RtAMft PENNSYLVANIA
4
Syttata 01 0filIndscook I w
DalM N y CON 1 Y M
f known. '
On MM lt�l delay of
VRa M4 nt._... Y .. . _ .. _ r - - IB. R3, before me NrbPmR,aa"
R. J. Wall to ma own, who, palls by ma"It SOVIA dd 4e Ny that he rwnNa m ON Villdgd of
Vastora anringh, state of Ilh"ll, that hen A VI,,RSSIOont of AME IrAN CASUALTY COMPANY Of READING. ►ENN ,
411VANK IN N,N,ehon WScnoeo In am wh"A a\Kuled haw aw.o IiAmr,"M,that he knows the Wl of Wd Corporation thet
IM OW 40PAaO to the Mw mlrurnent I\%wh corpuraM ,I, that n"S SO.Niyed wramnt to Authant,rwh by IN amid of Dint
Rota N ANd cow,alwn am that he S,ENd his All thereto puhNM 10 h"aulhal,ly.And K\mwtedEaA MAN Ip be IN M am deadof Add WBNANon.
I
Q.ask
�I p. I.fAlip A. Smith NtNary Public;
CWHICATE NV CLpWd$SiDn ERplre November 12, 1486�
P. F. CranehAn ,Nan1anl SKMLIN Of AMERICAN CASUALTY COMPANY Of I LADING PENNSYLVANIA
N .
do aaty that the Ad", of Aft,", o I edo.e MI faith IS atn In#Otte AM lusher Cenrly that SAptwn 2 of blab VI of the
a,Law% N the m Company e The MfolUtwn ATthe b", of PrW,,, MI tonh In All Liberal Of Attorney are at,ll In Mace In
ISSI,mpM try~ I Mk MyluAlO eaW hbod mt name AN aN qd tat WI of the MM ComNn, this ... . day of
- ASSINant Sec Mary
a21u2a P. F. C.ranehen '
I- C•57
PROPOSAL
TO THE C17Y OF RENTON
RENTON, WAShINGTnN
' Gentlemen:
' The undersigned hereby certify that lit, has examined the site of the
proposed work and ha read and thoroughly understand > the plans,
1 specifications and contract governing the work embraced in this inpro ament,
and the method by which payment will be made for said work, and hereby propose
' to undertake and complete the work embraced in this impro,ement, or as much
thereof es can be completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
and prices:
(Note: Unit prices for all stems, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
' Signature �C
' G ant tbnatruedam
Address �jelptlw S _
Names of Members of Partnership:
1
OR
Naw of President of Corporation
' Name of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at ^
1
' W-733
Union Ave. N.E. from N.E. 19th St
SCHEDULE OF PRICES to N.E. 25th St.
1
(Note: Unit prates for all ltenm, all extensions and total anount of
t bad must be shorn. Show unit prices in both words and 'ayures
and where canfldct occurs the writter, or typed words shall prevail.)
t I1-M APPROX. ITEM h1TH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY unit paacvs to be written in words DOLLARS CTS. DOLLh,.S CTS.
1, 2,203 If Furnish s Install 12'' Class 52
Ductile iron Pipe C Fittings
(Tyton Joint)
' s 5 30 '15
Per Nor s Figure
' 2. 365 If Furnish b Install 8" Class 52
Ductile Iron Pipe c Fittings
(Tyton Joint)
l W G 5 76
Per ,
' 3. 8 ea. Furnish G install 8" Gate Valve
Assembly with Cast Irun Valve Bon
' $Favf V00 OG ' A O en
Per Each
A, 5 ea. Furnish 6 Install 12" Gate Valve
Assembly with Concrete Valve
Chamber G By-pass I
wruD�ae V! uvn ) 535 eo ^5 00
Per ac l y'g i Del
5. 7 ea. Furnish 6 install 5" NVD Corey-
Type Fire Hydrant Standard Assembl
FNe )`r Vzmb ioe4
$P40 izmo +en1 $ .�+ 1l 1�4ra /1r77 ee 9 DO
er ac
6, 1 ea. Furnish and Install 2" Air and Vac
' uum Release Valve Assembly
$Per boll, )lr5 ee ?es a
1 ath l
7. 9 c,y• Furnish and Install Poured in
Place Contrite Thrust Blocks
' $ F r >r• 1,sn� Si 5oo 'oS a.
Per c.y.
8, 2,460 T. Furnish s Install Bank Run Gravel
for Backfill
Per TZ7.9
' W-733
SCHEDULE OF PRICES to N.E. 2Sth St,from N.E. 19[h St
(Note: Unit prices for all atesis, all "tensions and total ascent of
t bid oust be shown. Show unit pri Cea an both words and figures
and where Conflict oocuzs the written or typed words shall prevail.)
t ITEM 4PPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY Unit Prices to be written in words DOLLARS C'l DOLLARS CTS.
t I 9. 226 Tons Furnish and Install 5/8" Crushed
Rock
$ - lDb%
Per 'r Words igures
10. 87 Tons Furnish 6 Install Asphalt Concret
for Pavement Restoration
S - - � e •5 eo
' Per on
11. 17 ea. Furnish and Install 3/4" water
Service Replacement Type 1
S -L C) 1 C• ee A 4 eo
Per ach
I2. 4 ea. Furnish 6 Install 3/4" Miter
Service Replacement Type II
5�. 5 00 AL 214a 0
Per ac
' 13. 1 Co. Furnish 6 Install 3/4" Water
Service Type III
S i ee 57v ea
Per ach
14. lump Sum Construction Staking
s Sever kur.Jr.l 1700 00 70Jo 0
' tum�um
SUBTOTALlzlo�.9155
1
8. 1, TAx 9
TOTAL 94L 7
' SCHEDULE OF PRICES W-733
union Ave. N.E. from N.E. 19th St
to N.E. 25tn St.
' (Note! Wut prl Ces for All item, ell ert matins and total AnDuAt Of
Erd amaze be shown. Shoe, unit prrcea an both worda end figures
and whet• mnl:ac: occurs the written or typed words shall prevail.)
TEN APPROX. I ITEM WITH UNIT PRICED BID UNIT PRICE: AMOUNTM
NO. QUANTI?Y unit Prross to be Written in words DOLLARS CTS. DOLLS CTS.
TE¢ UN ERSICNED BI DER HEREBY ACKEES TO START CONiTRU ION WORK 0 THIS PROJECT. I
ILDE MIN. NO LA ER THAN TEN (10) DAYS AFTER FINAL ECUTION AN TO C LETE WI IN
WO ING DAYS ER STARTING CONSTRUCTION.
TED T . -r THIS DAY 0 .l a V 5 198
CKWV EDGEK NT Oe CEIPT OF ADDENDA:
ATE
ATE
ATE ),++
SIGNED /
TITLE ,ev..+
NAME OF COMPMY
ADDRESS INOl Ind&
CITY/STATE/2IP
TELEPHONE ..:
TTY 0 KENTON STATE CONTMCTO S
BUSINES� LICENSE i LICENSE /
I
923 4817
60040 TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS:
That +a, the undersigneo Richard E. Grant dba Grant Construrtiou
as principal, and American Cas"Ity Com V ot asyliq1togation organized
and ex,stinq under the awe o tna rate o �, as a surety
corporation, and qualified under the Jews of the State o Washington to became surety
upon bonds of contractors with Municipal corporations, at surety are jointly and
sfrer ally h Idy and flrlly bound to the City of Renton in the penal sum of
S1Mc ,:nare� Nineteen 7Tousand Ni�nlrt{/gprp(I.19�al, Y+^ent of which sum on demand we bind our-
se ves and uCcf r , S, aOTt 111 if.f� 0rs or personal representatives, as the
case may be.
This obligation is entered into in pursuance of the statutes of the State of Washing-
ton, the Ordinance of the City of Renton.
Bated at xa...;._,. , Washington, this y'777(- day of February 1985,
' Nevertheless, the conditions of the about obligation are such that:
aNEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 prwvidlnq for
Watvr Project us! 771
Which contract Ia re erred to herein and is made a part hereof as though attached hereto),
and
tWHER€AS, the said principal has accepted, or is about to accept, the said contract, and
vrdertaxe to perform the work therein provided for in the manner and within the time
set forth;
NOW, THEREFORE, if the Said Kich.trd L. tn.rnt dba t.tant t.onstruction
shall faithfully perform al7of the provisions of said contract in the manner and within
the time thtre;n set forth, or within such extensions of time as may be granted under
said contract, and shall pay all laborers, mechanics, subcontractors and mattrialmen,
and ail ptrsons who thall supply said principal or subcontractors with provisions and
1 suoolles for the urryinq on of said work, and shall hold said City of Renton harmless
from any loss or damage OCcaliOhed to any person or property by reason of any care-
lessness or negligence on the part of said principal, or any subo tractor in the Par-
, formance of said work, and shall indemnify and hold the City of Renton harmless from
any damage or expense by reason of failure of performance as specified in said Con-
tract or from defects appearing or developing ,n the material or workmanship provided
or performed under said contract within a period of one year after its acceptance thereof
by the City of Renton, then and in that event this obligation shall be voldi but other-
wise it shall be and remain in full force and effect.
' KlcharJ I . .i ant Jha i:rant_COnatrUCtipn
Amert..a:. —w71.t, t,=: dDY .,t NvAdi Fannsyl-
` �C, fir. vania
1 Revised: 8716i83
American Casualty Company '
of Reading, Pennsylvania
ar..a.ORr fsdr
CNA
Dukes Chfeapo,Iona. POWER OF ATTORNEY APMNTING INDRItOUAL ATTORNEY•1N.FACT '
KnN Aa Man h Urals' Pe"efb. That ANERICAN CASUALTY COMPANY OF READING KNNSYLVANU. • m.Iwralron odes oryanked all fs,stVe under the Law{ -I the Con,"Ay esdh M PMheyNMy, all having its
Printed elks
elks fA the city or Cakduty '
all Stale of Illinois son herellr rake. coMMute all appoint _.L®A..JtaYLLhe city
lndlvidual lv
AS balls all INN ANOordyxl Face M111118M peer Me a1Me,0.y Swl Can%""to Y m eMf a1M Mneh NI Ra MW be. ullgt
Oak""all II -MlValen Iala12P11 m of svlwr Mvla as IoaoWa.
Tout TL-il
all to 6.14 AMC RIC AN CASUALTN COM►ANY Op READING KNNSYLVANM 1heM *- fully all to the cams sank a" It full
nstiumsnU wre ughed Or ill Oder authordad nEepen of AMFRICAN CASUALTY COMPANY u; READING PENNSYLVANIA all MI
ine ac'- Of 10 Attornb Pursuant 10 IPA AuthoMy notably Shen an he,e0y ratd,ed all confumAd ,
Tms Power of Attorney ,s made ant s•Kuted purauent to ant Ry a Mdy M the
Direct-rs of the Cofnpwy hNww,rp arlaw duly adopted by the 8her0 of
.
"Article VI—Eaecffhon sit OfAgatldna and AppaMmsM Of Alpney-ImFM
S01,0A 2 AppOmlmenl of Atiorner:n ba TM Pnvdent Or a Vets President may from time to brae. appoint O. written ,cattail attorneys m f4KI m alit in tMnWl Of the Company M the eNCutNn of MNKin Ott insurance Londe untertaangs and
other owns mMrumeMs of is*natural Suan attorneys$AIs" suhraOl to the limitations set forth,n Ihbr fa~ne co,,d,caNs
Of aslihere,our heel lull power to at"the COm M V 0y their Nghelura AM*-scut---Of any aa,oh inst,urr nta ant io Attet"the
Ns'of the Company theratn The President Or any Vide►reudaft or the(Maio of Dlndors may N any I" nyoM N: th"t and aulhonty prerrovuy taco to any alomerm-last.' ,
1'his Pose, OI Attorney :s s,ghe0 all Need by faONm:Ie under OM e, the authority of the follNmg Resolution adopted by the
Board Of D,reClors Of the Company at a A NUrlt duty C11190 all held on the I Ith day of NOyembel, 1%6
"110"Olyed.that the 4Vnatury of the annuitant or a Vice President all the sat,of the Company may be al,.11d by toCs,m,1e on
any Pose, of attmhel ggnlN puh-Sht to Sacnon 2 M Article VI Of the By la",all the"nature of the Secretary or an Assistant 'SnrytM and IPA MN or tree Company may de akned of '"I"A to any cartdKate of any earn power all any such power or car
❑e"at"Is heahn( e" Iacfim,;e 4tMIVry•M {eaI UAn M"and AM timing on the C-mpany, MY turn power f0 O...I#d all wed *Ad cartead Oy cert,Luie so"cued all "led shell well ry t to any Doll M or usrtas,ng In which ,t n oCKned.
COnLnue to he Vold And 'rating On the Company"
In Wnhesg Whereof. AMFRICAN CASUALTY COMPANY OF READING. KNNSYLVANU has caused then PM Wts to be Signal by '
its Vke Presment A" Its rwporate Nat to be "rest anon twm —._4[h_ day of _.._._-_..NEY 81
AMFRICAN CASUALTY READING, KNNSYLVANM '
cState ount' IlLnud 1 eyr�bN //
County of CooA I N t//
all vK.►r..,Mm
On this. 4ph . ay of falMe fhe R. J. Wall perNMlly ark
to ran smwn wno. de,q ey fhe duty aadrn,Elio depot- My' let he raabss In the Village of ,Ye RtCrn Spriegs, Stae Of if1 Iha1 he O a Wes Prevalent or AME MAN CASUALTY COMPANY OF READING. PENN
SyIVANIA 111! weporypon tetcnped In all on" *-'cut" ill "boys,nstru"'t; Inal M It Key the "AI of n,tl Corporyhoh that
the snof i Al,•ed to the caw inabudknt n WCn corpoale Nal that:t wry so Glued peryllAM W AVlhe Ca so
hty en by the Board of D,f
tore Nb MrporatwO all Mat he syhed M{ Al thereto Pursuant to Itl,e dutbonty,and acknowledge.
01 Yb fprpOryWn. MOeOge Yfhe 10 he the Kt all nNo
\IVAIk` I,D
� l � A� '
�� Lfa11f A. Salth Pull
P. F. Granandn cadmi KATE NY CORa1®story Expires Nowaaer 12. 1986
I. .du 'M,N treat the Paver Of Assistant Se:ratsry K
Of AMERICAN CASUALTY COMPANY OF READING NNSYLVANIA ,the R harem epo" set forth ,s atdl 'AMnof all fuNer cart,h M that Spn tat 2 Article VI of ill
BY Liters, M the Comdero all IPA Resolution of the adab Of CNAIN10M aM forth M said Poser of Mornay are Mel ,n forye In
Int,mdny wtWlsel 1 hands h MAIn Sul my hems all a iced the NAI M the Nb Company this -_1� day df
._._._ February _- f9_ N
—AssignSocfOMry,
11121314211 P. P. Gradation '
GRANT CONSTRUCTION
UNUERGRUUND UTILITY CONTRACTOR
' GRANTC'YAaP I
1
1 Z901 172r S PLNTUN WA 9a05E
1
' February 12, 1985
City of Renton
200 t1ill Ave. So.
Renton, 'dahsington 99055
Re: Vater Project M 8-771
' pear Ron;
t Listed 'Ielow are the authorized signers and a cony of
there signatures. These are the only people authorized
to sign contracts, change orders sad other important
' documents.
Toan .grant c ar Crant
' Sincerely,
1 Richard F. Grant
1
1
CITY ��PENTON
OUSIMSS MENU
ftE ..� is D„1 1?:•.:. SL r1nwl¢E OIBECTOO
.. .�..:• L. .. ,.ryUt+lwu l,v•GNY Jr WnIWl Buanwaa 4ernw m iGl:aWrreY wIM Un prpw
x1IW1
41 Wyulubum CIwIWx I,I:ulk WLxxnnul IAWI Uh NNWGIYNRMw
nulgy wNlI YN II,luyuxwlxnN:.of wNlWWlwlwu Ln ob�YY IYNIYN IgIYIWYYNthM
m.0.deg a G.Ir CuWw OIWrwIhYY.tNdu l�wr,MN Nuyuw4ww+IlplwaOM to IM tY4llttt M
' II N.IIY N�wwJ Iw'IeuxWrt
YI
1
1 -
' ' I
1
1
ca..2wa•.-, . . --�IIS+.+alL_ILLlai.lil SaTA.{
' S�aZ3a71arT�rt�rie- _
E^t DEPARTMENT OF LABOR AND INOUSTRNES
W TWS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED by LAW AE A
ppy�
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STATE Of WA3HINOTON
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V. U. BOX 77U EOEIM�'��M COtl11AM a1F011tW w M FOLICta aFAOw
Renton, WA 98057 -- COYPAIMS AFFORDING COVERAGE
moubm'Mr LFrv" A ra AS apeCLS Bodily Irju Hbility
Atterican ['.aawlt Co an
COAEPANY As reepec[e Aut;. a Coverages
MIDlaeo Richard E. Crmlt dbo Lima Continental Casualty
OdANT C(MTRUCTION ::Il.
12901 - 172nd SW ZiriTiii
Renton, WA 98055 CorM.Y 0
LETIER
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x AOMOAYO wtat IiwAmi : * .
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wowEM commmaTm 9tI111IVIlY
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EMPLOYM UAMUTT MUM IOLyY UEn
OTMA IaMATEEILT,EMPL"
OE9CIMPTAIN of pPEyylTpNsrtO[AIgNENEwC1E98PECPu mm
Die City of Renton and It's Engineers are Additiona;. Insureds as respe.t>
Water Project OW 773.
ERONLO•wY OF T11E RaOYE M%CpsM FOLKItt EE cAs,,,A(p EEFORE TM Ea
City of Renton MNA7pN DATE TNEREOE THE IEEu1NO COMI WILL tw0EAY0R TO
Renton, WA 98055 HALL. SU p•vs wgiTTEw w"m To rM CERtr"m MolotN NAwtO To iM
LEFT.EUT FAalw ro NtAa ao,IgTIQ E1IAA•tNFont w aaLgAtlp,oR AlAEa1TT
OF ANY MRaI Lro1r t otsssA m AOEN}t 011 IMFMpltlT•TWtB
Aul.lyy.'tU IMPREak..TA1iVE
or 6
2/lz/8s
AfEOOLCeR .---
rHWs CERTIEKAR 6 IfE11ED AE A wTTM Or ef011Y101 Dar tl0 b'd/�
WLIlrane, ttin a E.Ulapalt), Inc. NORTrartalltwTfacuTrKATEHOta01TMMO911RAROOIaIIOTarrr.
P. 0. Box 6938 ENTM OR ALTIN Tft COVERAGE ATeOEOW OV no Dotm ULM,
Bellevue, WA 96007 COWAI!FS AFFOFIDMlO COVOL4 iE
COEIAMr A -- —..
SCOTTSDALE INSURANCE CONPANY
*dKmD — ---- LETTER� IRIDERYRIIERS AT LLOYD'a, LONDUN
Kichard E. Grant dba Cp1p•NY C --
GRANT CONSTRUCTION LETTER
12901 172nd SE carM. p
Renton, WA gb05b LEMR
JE
1HIE si TO cEAt"I",1'OLR:xS IK MSeRAIK[IInTEO a[IOWe wYE DEEM KSOLOTO iEE MR$eREO H•A<0•DOVE r011 TI[AOL1CY/eRlnba4Ca1@.
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M OF MOF EIICM AOtKle. lt.OR Wr RERTAW,iNE AIetR1A1Ke AROIOEp aY illE AOtIGEE OEECIaEED 1 •OAnECT TO ALL THE T111M,eaCtlMfs Me COM
1101a1
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aatwL Laftury '
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DatMta,. l R•!•R) D•NAet� $ f
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AUTOMMU UAlilfY
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CQUIPADS
x uww .,t(b 006514 /1185 1/1186 $risau $5,000 S5.t1110
WyR Ih• — ,A WMa
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EtOLOnft LwuTV -gIEN fEap lrn
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Broadiurm Third Partv 250 each occurrence
PIT nrt• Its" - 110476GL0001 lil/85 1/1/8b 250 aggregate
SCRvrrx.o oAeRArxIHHSAEOc•TxxRSnt.AclEsaREclu rTEAa
the City of Renton and It's Engineers are Additional Insureds as respects
Water Project OW 773.
Citv of Renton E.Rwlb yMY or T,IE AaovE OI ECRrtn walcaE at CMQ:((o aEEORE THE EEL
Renton. WA 98055 RfAAr�gll 0•T[ T,IEREOE. THE IEeO1H0 COMPANY WILL ENOEAYOA tO
AWI f OAYa ON *ft NOTCC t0 rK CERTF('AT HOLDER RAYEO TO rNt
LEFl y xM L OR n*a f1K.H`V1 ry'AWTS ON RffPfftS@KMTMMES yAaAfTY
0E MT AIO 11Aa1,M COMANY,m IW,llla 0111tAREaEQeTfY(E
ZrH ,c,RE E�y1•T
.ochrane, it ttiO A Co„Inc. bel levn' Pi�isior.
•R
CONTRACTS OTHER THAN FEDERAL-AID FNMA lof7
' TH1S AGREEMENT, made and entered into this ,a�7 may M 1' , '�
by and between THE CITY OF RENTON, Washington, a municipal corporation of
' the State of Washington, hereinafter referred to as "CITY" and
Grant construction Co. hereinafter referred to as "CONTRACTOR."
w_ 17NESSETH:
1) The Contractor shall within the time stipulated, !to-wit: within 60
' working days from date of commencement hereof as required by the Contract,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines. tools, equipment, utility and
' transportation services necessary to perform the Contract, and shall
tcomplete the construction and Installation work in a workmanlike manner,
in connection with the City's Project (identified as No.
for improvement by construction and installation of:
8" Ductile Iron Watermain and All Related Appurtenances
All the foregoing shall be timely performed, furnished, constructed,
installed and completed in strict conformity with the plans and spec-
ifications, including any and all addenda issued by the City and all
other do rents hereinafter enumerated, and in full compliance with all
applicable codes, ordinances and regulations of the City of Renton and
' any other governmental author ty having jurisdiction thereover. It Is
further agreed and stipulated that all of said labor, materials.
appliances, machine.., tool; , equipment and services shall be furnished
2of 7 ,
Contracts Other Than Federal-Aid FHWA '
and the construction installation performed and .omplated to the t
satisfaction and the apPrrov of the City's Public Works Director as
being in such conformity with the plans, specifi .ations and all require- '
ments of or arising under the Contract.
2) The aforesaid Contract, entered into by the acceiti•ce of the Contractor's
bid and signing of this agreement, consists of the following d^cuments, '
all of which are component parts of said Contract and as fully a part
thereof as if herein set out in full, and if not attached, as if ,
hereto attac.ed. '
a) This Agreement
h) Instruction to Bidders t
c) Bid Proposal
d) Specifications
e) Maps A Plans
f) Bid ,
g) Advertisement for Bids
h) Special Provisions, if any
i) Technical Specifications, if any ,
3. If the Contractor refuses or fails to prosecute tt:e work or any part ,
thereof, with such diligence as will insure its completion within the '
time specified in this Contract, or any extension in writing thereof,
or fails to complete said work with such time, or if the Contractor ,
shall be adjudged a bankrupt, or if he should mt.ke a general assignment ,
for the benefit of his creditors, or if a receiver shall be appointed on
account of the Contractor's insolvency, or if he or any of his '
Rev. 4/83
Contracts Other Than Federal-Aid FHWA 3 of 7
subcontractors should violate any of the provisions of this Contract.
the City may then serve written notice upon him and his surety of its
intention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-v.mpliance of
any provision of the Contract shall cease and satisfactory arrangement
for the correction thereof be made, this Contract, shall, upon the
expiration of said ten (10) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
provided, however, that if the surety within fifteen (15) days after
the serving upon it of such notice of termination does not perform the
Contract or does not commence performance thereof within thirty (30)
days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
by Contract jr by any other method it may deem advisable, for the
account and at the expense of the Contractor, and his surety shall Se
liable to the City for any excess cost or other damages d,.as.-ned the
City thereby. In such event, the City. if it so elects, may, without
liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances, equipment, plants
and othe- properties belonging to the Wntractor as may be on site of
the project and useful therein.
1
O) The foregoing provisions are in addition to and .,at in limitation of
any other rights or remedies available to the City.
1
1
Contracts Other Than Federal-Aid FHWA 4 of 7 '
5) Contractor agrees and covenants to hold and save the City, its officers, '
agents, representatives and employees harmless and to promptly indemnify '
same from and against any and all claims, actions, damages, liability
of every type and nature including all costs and legal expenses incurred ,
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury ,
and!or damage to property arising from or out of any occurrence, 1
omission or activity upon, on or about the premises worked upon or in
any way relating to this Contract. This hold harmless and indemnification '
provision shall likewise apply for c on account of any patented or un-
patented invention, process, article or appliance manufactured for use ,
in the performance of the Contract, including its use by the City, unless
otherwise specifically provided for in this Contract.
In the event the City shall, without fault on its part, be made a party '
to any litigation commenced by or against Contractor, then Contractor O
shall proceed and hold the City harmless and he shall pay all costs, '
expenses and reasonable attor-.ey's fees incurred or paid by the City
in connection with such litigatior. Furthermore, Contractor agrees to ,
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants, '
provisions and agreements hereunder. ,
6) Any notice from one party to the other party under the Contract shall ,
be in writing and shall be dated and signed by the party giving such ,
notice or by its d0 y authorised representative of such party. Any such '
' Contracts Other Than Federal-Aid FNMA 5 of 1
nonce as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail, postage prepaid,
' certified or registered mail.
1) The Contractor shall commence performance of the Contract no later than
1p calendar days after Contract final execution, and shall complete the
tfull performance of the Contract not later than to __ working days
from the date of conmencement. For each •nd every working day of delay
after the establiAed day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will be
the sum of �,qe Specifications„`Sec. 8-1.09_ __
as liquidated damages (and not as a penalty) for each such day, which
' shall to paid by the Contractor to the City.
8) Neither the final certificate of payment nor any provision in the
Contract nor partial or entire use of any insW lotion provided for by
this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
tThe Contractor shall be under the duty to remedy any defv;ts in the
work and pay for any damage to Other work resulting therefrom which
' shall appear within the period of one (1) year from the date of final
acceptancP o; the work, unless a longer period is specified, The City
will give notice of observed defects as heretofore specified with
reasonable promptness afte, discovery thereof, and Contractor shall be
'
Contracts Other Trtn Federal-Aio FNMA 6of7 ,
Obligated to take immediate steps to correct and reriedy any such defect,
fmilt or breach at the sole cost and expense of Contractor. '
9) The Contractor and each subcontractor, if any, shall submit to the '
City such schedules of Quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining '
to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the '
faithful performiance of the Contract, including the payment of all '
persons and finis performing labor on the construction project under
this Contract oi furnishing materials in connection with this Contras . '
said bond to be in the full amount of the Contract price as specifier, t
in paragraph 11. The surety or sureties on such nand or bonds must t,.
ouly licensed ai a surety in the State of Nasningtoh. '
11) The total amount of this Contract is the sum of Oue1Wn:lxed.and :luiutawu '
-Ihuyail"Q.-Kltlp.-ltWWrEsi_EG[4mUW:_.SAUI'In _. which includes udsntngto�.
State Sales Tax. Payments($119,949.44)will be niade to Contractor as specified in tme
"Special Provisions" of this Contract.
1
hev. ,
' Contracts Other Than Federal-Aid FHWA 7 of
' IN WITNESS WHEREOF, the City has caused these presents to be signed by Is
Mayor and ettested by its City Clert and the Contr,rtor has hereunto set
his hand and seal the day and year first above-written.
' CONTRA(,iTOR CITY OF RENTON
a4ee eet/pxtwer70wner yor
' ATTEST:
' SecretaryEi Clerk
_
d b/a rant Lonstructign Co'
rm ame
Individual, A Partnership _
Corporation i A Corporation
Mate o ncorporation
Attention,
if business is a CORPORATION, name cf the corporation should be listed in
full and both President and Secretary must sign the contract, OR if one
signature is permitted by corporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
' If business is a PARTNERSHIP, full name of each partner should be listed
followed by dtola (doing business as) and firm or trade name; any one partner
' may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the namt of the owner should
appear followed by dib./a and name of the company.
CONTRACTOR/SUBCONTRACTOR C '
MONTHLY MANPOWER UTILIZATION REPORT U O•ti REPORTING PER
e � •i . Month: Year;
' To be submitted to the City's Project Goals and Timetables as committed
Englneei during the 1st weak of following � in Contractor's Affirmative
nth while contract Ss in progrmss. Prime Action Plan t
' Contractor is responsible for obtaining and
submitting all subcontractor Reports. or per Clty's Plan 9.1 t
To: (Name too locatten of compliance Agency Dept.) From-. (Nor end location of cent ott orl
This report is required by Executive r er 11Z46, action 03. ai lure to report can
result in sanctions which include suspension, termination, cancellations or debarment of
contract.
2. }.
' York Noura of Bwpleypnt (gee too ttw t otal
a) mine- Total rity number utbar
claaai a• •= e. a . w1h of of or
flea- n Hit- er. ean/ Total total ml nor It Empby.
' Co,pany a Nate (I.D. Tr•d• it*na Total Else k ntc nofan Hctlft to. GmploY- eee
W Ia1n0 •.a lr w'h ems
A
Tr
AD
' r
t Tr
t Cr
A
Tr
Ag
An
' Ccx • t
p ny aim 'a t6 natu re an a Date Siam l Lc:'a0r Area
kee. 11, 77 (apales a Postalas, ••MitwrStiea i Non-minorities)
' 7'8: (Submittal Requirements a City's Cg IS/T'iaetables) I ago --- of
INSTRUCTIONS FOR FILING EMPLOYNEHT VrILIZATION REPORT (CITY OF RENTON) '
The Employment Utilization Report Is to be completed by each subject contractor '
(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on
the project for each employee level in each designated trade for the entire reporting '
period. The prime contractor shall submit a report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project. '
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Renton (administering department) t
Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying ,
construction contract with the City of
Renton.
1. COIDeanv's Name . . . . . . . . . . Any contractor or subcontractor who has a ,
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable ,
EEO bid conditions.
3. Work-hours of Employment . . . . . The total number of hours worked by all
employees In each classification; the total '
number of hours worked by each *minority
group in each classification and the total
work-hours for all women. ,
Classification
. . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C - Craftwurker
Qualified, Ap - Apprentice, Tr - Trainee).
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours ,
worked of all work-hours worked. (The sum
of columns b, c, d and a divided by column a.)
S. Total Number of Minority '
Employees . . . . . . . . . . . . Number of minority employees working In
contractor's aggregate work force during
reporting period. ,
6. Total Number of Employees . . . . Number of all employees working in contractor's
aggregate work force during reporting period. '
* Minority is defined as including Blacks, Hispanics, American Indiana and Asian '
and Pacific Islanders - hoth men and women.
1
I
NrY-432320-AA PREVAILING 914104U4 HOURLY NAGS RATES OCTOBER 04, 1964
OCCUPATION( FLAGGERS
1 LOC4TIOVs CHELAN, CLALLAM. DOUGLAS, GRAYS MARSOR. ISLAND, JEFFERSON.
(INS. KITSAP, KITTITAS, U-11S. 114SO4. PACIFIC, PIERCE, SKAGIT.
' SNOMUMISH, THURSTON, MHATCOM AND TAKIMA COUNTIES.
FRINGE BENEFITS
t
TOTAL HOURLY BENEFITS 3.43 %INA. STATE
M45E RATES
OCCUPATION OCCUPATIUN STATE FEDERAL
CO)E DESCRIPTION RATE RATE
1 260-3310 FLAGGEA 10.78 --
1
1
1
1
1
1
1
1
1
CITY (1F RENTON IM-773 C M-7741
UNION AVE NE tNE 17 ST — WE 25TH ST)
Vt ANT AVE SD ITTH AVE - 9TH AVE SOI
tS. ?IN ST. IRENTON AVE — GRANT AVE 531
►A GE i
1
NwV-432320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCTOBER 04. 1994
OCCJPAT104: LABORERS
(SEWER L WATER LINE CONSTRUCTION)
L3CAT1347 :LALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KINS* KITSAP. LEY.IS.
' MASON. PACIFIC (NORTH OF WAMKIAKUM :OUNTY 9ORTHEAN BOUNDARY
EKTENUE3 DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
SVOHOMISH. THJRSTON AND WHATCOM COUNTIES.
FRINGF BENEFITS
HEALT4 AND WELFARE 1.TS 5/HR. STATE
PENSION 1.55 6/40. STATE
TOTAL MOU;kLY BENEFITS 3.43 6/HR. STATE
3.11 S/NA. FEDERAL
' TRAIYING FUND .13 6/4t. STATE
W4GE R►T?S
' 3CCJ7ATIJN OCCUPATIGN STATE FEOFRAL
CO3E DESCRIPTION 4ATE RATE
' 360-3010 GENLRAL LABORER 13.80 14.03
360-3323 PIPELATER 14.14 14.46
363-1133 TuPM►A 14.28 14.34
t
t CITY OF RENTON IW-773 L W-774)
JNICN AVE NE (NE 1T ST - NE 25TH ST)
1RA41' AVE S3 (7TM AVE - 9TH AVE SO)
S. 7TH ST. IRENTON AVE - GRANT AVE S01
PAGE 2
1
lMY-R32320-AA PREVAILING MININOM HOURLY MADE RATES OCTOSER 04, 19#4
3::014TIONs ►JWER EDUIPNENI OPERATORS
(SEWER L 04TER CONSTRUCTIONI
t LOCATIONS :4EL44. CLALL4M, DOUGLAS ITHAT ►ORT13N WHICH LIES WEST OF THE
12OTM MLRID14N1. GRAYS MARNOR. ISLAND. JEFFERSON, KING, KITSAP.
XITTITAS. LEWIS. MASON. PACIFIC INoRiH OF A STRAIGHT LINE FRUP
TVE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE
t PACIFIC OCEANI RIME. SK4GIT. SNOHDMISH. THUtSION. WHATCOP AND
YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELF4AE 1.90 1/4R. STATE
PENSION 2.30 1/HR. STATE
T3T4. HJURLY BENEFITS 4.31 1/NR. FEDEkAL
TRAINING FUND .21 A/HR. STATE
' W41f RATES
3CCUP4TIJN OCCUPATION STATE FEDERAL
' CO)f DESCRIPTION RATE RATE
i40UP 1
580-3040 SACK FILLER 16.92 16.92
580-3030 BACKNZA I780 CASE TYPE AND LAR3ER WITH 16.92 16.92
ATTACHMENTS)
' SOO-0100 CLAM 16.92 16.92
583-J12) CkANf 16.91 16.92
591)-1)133 DITCHIv- MACHINE 16.92 16.92
500-3150 DZi2Ek (ALL CAT. TYPE 0-3 AND LARGERI 16.92 16.92
' 560-0160 DRAGIINE 16.92 16.92
5P0-31R0 FRURT-ENJ LOAOE4 12YOS. AND OV°RI 16.92 16.92
S63-3210 MECHANIC 16.92 16.92
S83-3220 ME:HA%I: WELDER 16.92 16.92
SRO-3240 MJTOP GRAOFk 16.92 16.91
560-3310 SCREED 16.92 16.92
590-3333 SHDVEL 13 TOS. AND UNDER) 15.92 16.92
583-3353 SLOE 53J4 (ALL CAT. TYPE D-3 44J L4A,;ER) 16.92 16.92
:ROUP 2
SBO-))20 BACKHOE 16PO :4SE TYPE AND SMALLER WITH 16.425 16.4ZS
ATTACHMENTS )
t S80-0050 BENDING MACHINE 16.425 16.42S
580-5060 BOOM TRUCK ISIATIONARV) 16.425 16.41S
' CITY OF RENTON IW-773 L W-7741
JNIUN AVE NE IMF 17 ST - ME 25TH ST)
GRANT AVE SD l7TH AVE - 9704 AVF S31
' S. 7114 ST. (RENTON AVE - GRANT AVE SO)
' PAGE
' 0001Y-102320-AA PRtVAILING 01141HUM HOURLY WAGE RATES OCTOBER 04, 1984
OCCUPATION: POWER E .IPMENT OPERATORS
ISEWER T. WATER CONSTRUCTIONI
LOCATION: -HELAN. CLALLAM. DOUGLAS I7H41 PORTION W41CM LIES WEST OF THE
12OTM MEPIDIAN), GRArS MA480A, ISLAND. JEFFERSON. KING, KITSAP,
(ITTITAS, LEWIS. MASON, PACIFIC INCRTH OF A STRAIGHT LINE FROM
THE SOUTHERN 80JNOARY OF LEWIS COUNTY EKTEVOED WEST TO THE
' AACIFIC DCEANI PIERCE, SKAGIT. SNOH]MISM. TIQRST04, WHATCOM AND
YAKIMA COUNTIES.
WAGE RATES
3CCUPLTION OCCUPATION
CO3F DESCRIPTION STATE FEDERAL
' RATE RATE
iRl7UP 2
S80-0070 PORINb MACHINE
S80-3090 COMPACT]RS 16.425 16.425
563-0140 OLZER IANY TYPE SMALLER THAN CAT 0-31 16.425 16.425
S00-0170 DRILLS ILER01 TYPE! 16.425 16.425
SSO-)180 FROM-END LOWER (UNDER 2 Y0.) 16.425 16.425
580-3203 GIN TRUCK 16.425 16.425
580-3230 MECHANICAL GREASER (LARGE GREASE TRUCK) 16.425 16.425
580-3270 PAYING RAC41NES 16.425 t6.42S
16.425 16.42S
SOO-0260 P07 FIREMAN IENGINE GPERATED A30VE 3 SDI.) 16.425 I6.42S
SSO-)300 ROLLERS
55)-332] SERVICF PLOW 16.425 16.425
560-034J SIOE GLOM IANY TYPE SMALLER THAN CAT 16.425 16.42S
D-31 16.425 16.425
SOO-)360 TRACTAI4
580-3380 WELL POINT SYSTEM 16.425 16.425
' 340UP 3 16.425 16.425
e SOO-)U G AIR CLroRESSOR
SbO-]OBO CHAIN TYPE DITCMER (DITCH WITCd) 14.46 14.46
390-3110 CUNCRiTE SAW 14.46 14.46
580-3260 OIL-GREASER 14.46 14.46
' 580-3250 OILER 14•46 14.46
5b0-3290 PUMP 14.46 14.46
583-3370 WELDING MACHINE 14.46 14.46
14.46 lb4b
CITY G; PF,NTON IW-773 L 6-7741
JNION A VE NE (ME I? ST - !Vf 25 TH ST)
GRANT AVE SO (TIM AVE - 9TH AVE SDI
' S. 71H St. IRENTON AVE - GRANT AVE SO)
' PAGE 5
H01Y-102320-AA PREVAILING RINIMUN HOURLY WAGE RATES OCTOBER 04. 1984
O::U►ATIOV: SURVEYORS
LOCATION: CLALLAN. GRAYS HARBOR, ISLAND. JEFFERSOV. KING* KITSAP, LENIS,
MASON, PACIFIC, PIERCE, SKAGIT. SNOHOMISH. TMJRSTON AND WHATCON
:OUNTIES.
FRINSE BENEFITS
1 I
TOTAL HOURLY BENEFIT - PARTY CHIEF 1.53 S/HR, STATE
TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 8/MR. STATE
PERSON
TOTA_ H3MLY BENEFIT - CHAIN PERSON .70 8/HR. STATE
WAGE RATES
DCCUp%TION OCCUPATION
ME DESCRIPTION STATE FEDERAL
RATE RATE
720-D310 CHAIN PERSON 8.2S --
72D-DD40 INSTRJMENT PERSON IJUNIOR ENGINEERI 11.00
720-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.50
1
1
' :ITY OF RENT04 1%-773 C W-7741
JNICN AVE NE IMF 17 ST - NE 25TH ST)
;RANT AVE SO 17TN AVE - 9TH AVE S31
tS, TIM ST. IRENTOY AVE - GRANT AVE SOP
' PAGE 12
tlwl-032320-AA PREVAILING MINIMUM WiURLV WAGE RATES M TOBER 04. 1994
O::JPATIDN: TEAMSTERS
LOCATION: CLALLAM. GRAYS HARBOR. ISLI.ND, JEFFERSO%, KING, KITSAP, KITTITAS.
LEWIS. MASON. PACIFIC (NORTH OF THE WAHKI-AKUM COUNTY NORTHER%
B)UNDARV EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT.
SNOHOMISH. THURSTON, wMATCON. YAKIMA AND THOSE PARTS Of THE
cOLLOMI% COJNTIES LYING WEST OF THE 120TH Mf!IOIAN3 CHELAN AND
DOUGLAS CGUNTIES. 4
' FRINGE BENEFITS
' HEALTH AND WELFARE 1.69 A/MR. STATE
PENSION 1.75 S/Hi. STATE
TOTAL HOURLY BENEFITS 3.64 A/MR. FEDERAL
TRAIVING FUND .^0 FEDERAL
WAGE RATES
)CCUPLTION OCCUPATION STATE FEDERAL
CU)E DESCKIPTION RATE RATE
' SR OUP 1
730-0690 LEVERNA% AND LOADERS !T BUNKFRS AND 17.06 17.06
BATCH PLANTS
' 730-1010 PICK-UP TRUCK 17.06 17.06
730-1200 SWAMPEi 17.06 17 .b
730-1910 WARE45JSE14AN AND CHECKERS 17.06 17.06
iROUP 7
730-033 TEAw DRIVER 17.11 17.11
GROUP 3
' 730-3113 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.16 17.16
LGADING OR UNLOADING TWUCKS. T14NS034TING
MATERIALS ON J0B SITES s WAREMOUS ING
730-3140 BJS Di EMPLOYEENAUL 17.16 IT.16
CITY OF RENTUN IN-773 C W-7T41
UNION AVE NE (NE 17 ST - WE 2STH STI
GRANT AVE SO (?TM AVE - 9TH AVE SDI
S. 7TH ST. IRENTON AVE - GRANT AVE S31
PAGE 13
HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCTOBER 04. 19114
OCCJP4TIJN: TEAMSTERS
LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON. KING, KITSAP, KITTITAS.
.fw1S. MAS74. PACIFIC (NORTH OF THE WANKIAKUM COUNTY NORTHERN
' BOUNDARY MENDED DUE WEST TO THE PACIFIC OCEANI PIERCE. SKAGIT.
S1.404041SH. THJPSTON. WHATCOM. Y AKIMA AND THOSE I .RTS OF THE
F)LLOWING COUNTIES LYING WEST OF THE 120TH MERIDIANI CHELAN AND
DOUGLAS COUNTIES.
WAGE RATES
OCCUPATII,N OCCUP47ION STATE FEDERAL
CO)E DESCRIPTION RATE RATE
t GROUP 3
730-)?70 DUMPSTERS• AND SIMILAR EOUIPME4T:TOUR%O- 17.16 17.16
ROCKERS. TOURNUWAGON. TOURNOTRAILER. CAT DO
SERIES. TERRA COBRA, LEYOURNEAU. WESTINGHOUSE
ATHEY wAGUN. EJCLID, Two AND F)JR-WHEELED
PUwER TRACTOR wTH TRAILER AN0 SIMILAR TOP-
' LOADED EOUIPMENT TRANSPORTING MATERIAL AN3
PERFORMING WORK IN TEAMSTER JJRISDICTION:DJ4P
TRUCKS. SIDE. END AND BOTTOM DJMP, IKCLJOINS
SEMI-TRUCKS AND TRAIN$ 0k COMbINATIONS
THERFDF :UP TO AND INCLUDING 5 YARDS
730-0460 FLAHERTY SPREADER 17.16 17.16
730-0490 FLATBED TRUCK, SINGLE REAR AXLE 17.16 1?.16
730-061D FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17.16 17.16
S_.VICE MAN AND/OR ME SERVICE MAN
730-1100 SCISSURS TRUCK 17.16 lT.to
' 130-1350 7R4CT04, SMALL RUEBER-TIRED IWHEN USED W17HIN 17.16 17.16
TEAMSTER JURISDICTION)
739-1753 VACUUM TkUCK 0. 16 17.16
730-203) WATER wAGON ANU TANK TRUCK: UP TO 1633 17.16 1l.16
' GALLONS
730-?203 WINCH TRUCK: SINGLF PEAR AXLE 17.16 11. 16
737-2223 kkLCKER. TO% TRUCK AND SIMILAR EOUIP4ENT 17.16 17.16
GROUP 4
' 730-3500 FLATPED TRUCK, DUAL REAR AXLE 17.27 17.27
GROUP S
T30-3080 RUGGYHJBILE AND SIMILAR 17.33 17.33
:ITY Of RENT": IN-773 L W-774)
JN` . AVE NE (NE 17 ST - WE 25TH ST)
;RANI AVE SO I?TH AVE - 9TH AVE S))
S. 7TH ST. IRENTOk AVE - GRANT AVE SG)
PAGE 14
n
r
MAY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES Y-TOBER 04, 1964
0:.UPATION: TEAMSTERS
LOCATION: :LALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP, KITTITAS.
LEWIS. MASON, PACIFIC INORTH OF THE WANKIAKUM COUNTY NORTHERN
' SOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI, PIERCE. SKAGIT.
i NOMOMISM. THURSTON• WHATCOM. TARIMA AND 7405E PARTS OF THE
FOLLO.IING COUNTIES LYING WEST OF T14E 120TH MERIDIANt CHELAN AND
DOUGLAS COUNTIES.
' WAGE RATES
' OCCUPATION OCCUPATION STATE FEDERAL
ME DESCRIPTION RATE RATE
' ;ROUP 5
73D-0670 HYSTER 3PERATORS (HAULING BULK LOOSE 17.33 17.33
AGGREGATES)
730-1190 STRADDLE CARRIER (ROSS, FYSTER AND SIMILAR) 17.33 17.33
730-2010 WATEK WAGON ANJ TANK TRUCK: 1613 GALLONS 17.33 17.33
TO 3001 GALLONS
' GROUP 6
710-1500 TRANSIT-NIX. 0 TO AND INCLUDIN; 4.5 YJS. 17.37 17.37
SRDJP 7
' 730-3210 DUNPSTERS. ANJ SIMILAR EJUIPMENT;TOURNO- 17.39 17.38
ROCKERS, TJURNJWAGON, TOURNOTRAILER, CAT 0W
SERIES. TERRA COBRA, LEYWRNEAJ. WESTINGHOJSE
&THEY kAGON. EUCLID, TWO AND F3UR-.y4EELED
PIN:EP TRACTOR WTH TRAILER AND SIMILAR TOP-
LOAUEJ EQUIPMENT TRANSPCkTING 114YE41AL ANJ
PEIF044ING WORK IN TEAMSTER JURISDIC710N:DUMP
' TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUOING
SEMI-TRUCKS AND TRAINS OR CCMPINATIONS
TMEREOF:OVEk 5 YARDS TO AND IN:L. 12 YARDS
' 730-D413 EXPLOSIVE TRUCK (FIELD MIX ) AND SIMILAR 17.38 17.38
EQUIPMENT
730-3710 LUk BEJ AND HEAVY DUTY TRAILER: UNDER SO 17.38 17.39
' TO-:S GROSS
730-0913 OIL DISTRISUTOR DRIVER IRCADI 17.3R 17.38
T30-1140 SLURRY TRUCK DRIVER 17.38 17.38
730-1160 SNO-GO AND SIMILAR EQUIPMENT 17.38 17.36
730-2210 WINCH TRUCK: DUAL REAR AXLE 17.39 17.33
' CITY OF RENTON IW-773 C W-7741
JNIJN AVE NE Ilk 17 ST - NE 2STM STI
GRANT AVE SD 17TH AVE - 9TH AVE SO)
S. 7TM ST. IRENTON AVE - GRANT AVE S31
t
PAGE 15
rY—R32320-AA PREVAILING MINIMUM HOURLY WA,[ RATES OCTOBER 04. 19P..
OCCUPATION: TEAMSTERS
ILO:AT10N1 'LALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING, KITSAP, KITTITAS.
LEWIS, MASON. PACIFIC INORTH OF THE WAHKIAKUM COUNTY NORTHERN
A(%UNDARY EXTENDED DUE WEST 10 THE ►AC:' IC OCEAN), PIERCE. SKAGIT.
' SNOHMISM. THIRSTON. WMAT:OM, YAKIMA AND THOSE PARTS OF 7HE
FOLLO.IN6 COJNTIES LYING WEST Of THE 120TH MERIDIAN, CHELAN AND
3OUGLAS COUNTIES.
' WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CO)'_ DESCRIPTION RATE RATE
GROJP B
730-0220 DU"PSTERS, AND SIMILAR EOUI►MEYTsTOJRNO- 17.44, 1T.44
RJCKFRS, TOURNOWAGON, TOURNOTRAILER, CAT DW
' SERIES, TERRA COBRA, LETOURNEAU. WESTINGHUJS�
ATMEY 1,AGO4, EUCLID, TWO AND FOJR-r MEELED
POWER TRACTOR WTM TRAILER AND SIMILAR TOP-
LLADEL EJUIPAENT TRA'.SPURTING MATERIAL AND
PERT OFMING WORK IN TEAMSTER JJRISDICTIONIDJ49
TRUCKS. SIDE. END AND BOTTOM DJMP, 114cl")ING
SEMI-IRUCKS AND TRAINS OR COMBINATIDNS
' TMEREOI :DVFR 12 YARDS TO AND INCL. 16 YARDS
GR OJP 9
' 730-3100 BJLA CEMENT TANKER 17.49 17.49
730-0230 JUMPSTERS, AN) SIPIL&P EOUl%*EVTsTOURVO- 17.49 17.49
ROCKERS. TDUR4UdAGON, TOURNOTR4ILER, CAT DW
t SERIES. TERRA COBRA, LETCJRNEAJ. WESTIhGHOJSE
AIHfY WAGON, EUCLID, TWO AND FOUR-WHEELED
POwFR TRACTOR WIN TRAILER AND SIMILAR 70P-
' LOADED EQUIPMENT TRANSPLPTINC MATERIAL AND
PLRFORMING WORK IN TEAMSTER RURISDIC71ON:DUMP
1RJCKS. SIDE. END AND BCTTC OJMP, INCLUDING
SV41-TRUCKS AND TRAINS OR CCMBINAITONS
1Hi�tJf:OVER 16 YARDS TO ANU IN:L• 20 YARDS
730-2015 WATER WAGON AND TANK TRUCK: OVER 3300 GALLONS 17.49 17.49
' GROUP 10
:IVY OF RENTON IW-173 C W-1741
' J410'. AVE NF INE 17 ST - NE 2STH STI
GRANT AVE SO /7TH AVE - 91H AVE S31
S. 71H St. TRENTON AVE - GRANT AVE $01
PAGE 16
t-1-93232D-AA PREVAILING MINIMUM HDIALY WASE RAIES 017.11ER 04. 1964
OCCUPATION: TEAMSTERS
t3CA1104Z :LALLAM. GRAYS MARyOR. ISLAND. J'FFFF N. KING. K.ITSAP• KITTITAS.
LEriS, MASON. PACIFIC (NORTM OF 'HE .W IAKUM COUNTY NORT4ER4
' 30JNDAkY EXTEN)ED AL . WEST Ft: T. E PACIFIC OCEAN), PIERCE, SKAGIT.
01OMOMiSH, THURSTON. VHATCUM. Y1i1MA AND THOSE PARTS OF THE
-OLLC)Q NG COUNTIES LYING NEST OF THE 22DTH MIRIDIANt CMFLAN AND
.000LAS COUNTIES.
MACE RATFS
OCCUPATION OCCUPATION STATE FEDFRAl
'))E DESCRIPTION RATE RATE
GR OJP I
730-3120 9ULC LIFTS, OR Si MILARY EOUIPMCNT USED IN 17.51 17.51
L OADIµi OR UNLJAOING TRUCKS, TR4NSPORTINL
M ATEkIALS ON JOB SITES:OTHER THAN MAREFIOUSING
GR)JP 11
' 730-1530 TRA4517-41X USED EXCLUSIVELY IN 4FAVY 17.54 1T.54
CONSTk. lOVER 4.5 YOS. TC AND INa. 6 YOS.
GROUP 12
71D-O01 '. A-FRAM: DR HY3RALTFI TRUCKS OR SIMILAR 1T.64 17.64
' EQUI P4_NT MHEN A-FRAME OF HYDk ALIFT OF,
SIMILAk ECJIPMENT IS IN USE
iROUP 13
730-3240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOJRNO- 17.6b 17.66
RCCYFRS. TUUR43MAGUN. TOURNOTKAILER, CAT Dk
SERIES. TERRA COBRA. LETCURNCAJ. YESTINGHOJSE
ATHIY kAGO%. EUCLID. to[ AND FOUR-k HEELED
PJ..ER TRACTOR WI H TRAILER AND SIMILAR TOP-
LOADEJ EJUIP14ENT TRANSPOPIING VATERIAL AND
PERFO-k4LNG WORK IN TEAMSTER JURISDILTION:OUMP
TRUCKS. SIDE. C40 %NO BOTTOH DUAP, INCLUD MI
SEMI-TRUCKS AND TRAINS Ck C04RINATIONS
T4EREDF:UVEP 20 YARDS YU ANU JNCL. 33 YARDS
73)-)72D LCWEEO AND HEAVY DUTY TRAILER: OvEK SD TONS 17.66 11.6b
GROSS TO AND INCI -^ING 100 TONS GROSS
CITY OF KE µTON /M-773 C Y-7741
JNION AVE NE INC 17 ST - NE 25TH STI
GRANT AVE SD I7TH AVE - 9TH AVE SJI
S. 7TH ST. (RENTON AVE - GRANT AY: 50)
PAGE 17
' HAr-a3232)-u
PREVAILING MINIMUM HOURLY WAG
0"UPAT10Ns TEAMSTERS E RATES
tLO:A iI ONs Ot TOB ER pA, 1984
L ALL AM. GRAYS HARBOR
WI
NASD ENDED /Cg ISLA OF THEEM.ON. KING, KITSAP• IT,a
15 N. PACIFIC
N OARY EXT (NORTH O' JEFF
SYO HOM ISH. THUR ST DUE WEST TC iME PAC '4KIAKUN COUNTY KITi S.
F OLL GW ING COUNTIESN� WHATCON. YAKI MA IC OCEAN NOR tHER GIT.
t0UN T1 S. LYIN AND THOSE ►' JERCE.
G WEST OF THE 120TH MERIDART OF THE
WAGE RATES CHELAN AND
' OCCUPATION
CO)E OCCUPATION
GROUP 14 DESCRIPTION STATE
RgTE FEDERAL
730.1S2O TRANSIT-MIX USED RATE EXCLUSIVELY IN 17.70
CONSTR.to
VER 6 VOS. TC AND GROUP 1S HEAYr
8 VDS. 17.70
730-J253 DUMPSTFRS. AND
SERIE
A THE YSWA,; RR EUC eRGAON AL ETOURNEAJ.LWR, CAT DW 0.82 17.8I
POWER TRACTOR WTN fAA tIO AND FOUR-IIH IN OUSE
L DADF� FOUI PNENT tRRAlL -WHEELED
P ER F RNING "SPORTING MATERIAL
TOP-
TRUCKS. SIUE.AK 1N TEAMSTER JUi15DICT1000 NP
SFMI-TRUCKS ANDNIR�IN BOTTOM D'JMP
T HER E7is VER S CR CON8INATIONSLIAINS
730-3" > LOWRF 0 30 Y05. TO ANO TONS AVO hE AVF DUTY TRAIL EINCL. ♦0 YDS.:.WOSS )VER 100
Ga�Uo 16 17.82 17.82
730-1530 TRANSIT-MIX USED EXCLUSIVELY
C4NSTR.tOVER 8 YDS. TG
AND INCItN. 10 N 13 yDS. I7•86 17,
Ab
''TV OF AENTUN
UNIN: AVE AVE SC !NE 17 ST W-7NE 25T„77AI
;RANT
S• itH ST. IRENTON m AVE 9TH AVE SO!
AVE - GRANT AVE SO!
PAGE 18
rWY-R32320-AA PKEVAILING MINIMUM HOURLY WAt.E RATES OCTUBER 04. 1984
OCCJPAY104: TEAMSTERS
,LOCATION: CLALLAM, GRAYS HARBOR. ISLAND. JEFFEASON. KING, KITSAP, KITIITAS.
LEWIS. MASON. PACIFIC (NCRIH CF THE WAHKIAKUM COUNTY MORTHERN
BOUNDARY EAIENDED DUE HEST 10 THE PACIFIC OCEAN) . PIERCE. SKAGIT.
SNOHCMISH. THJPSTON• MMATCLM. YAKIMA AND THOSE PARTS OF THE
'OLLOwi NU LCUNIIES LYING REST OF THE 120TH MERIDIAN: CHELAN AVO
JOUGLAS CUUNTIES.
WA;E RATES
OCCU04710N UCCUPATION STATE FEDERAL
COTE DESCRIPTION RATE RATE
GROUP 17
733-0260 DJMPSTERS, AND SIMILAR EOUIPM?%Y.TOUANO- 17.98 17.99
ROCKERS, TOURNOWAGON, 10URNOTh A1LER. CAT DM
' SERIES. TERRA COBRA, LETCURNEAJ. WESTINGHLUSE
AT IFY WAGON. EUCLID. TKU AND FJJR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR
TOP-LOADED EQUIPMENT TRANSPORIIKG MATERIAL AND
PERFORMING NJRK IN TEAMSTER JURISDICTIDN:DUM;)
TRUCKS. SIDE, END AND BCTTOM DJMP. INCLUDING
SEMI-TRUCKS AND TRAINS OR CCMRINATIONS
14EREJF:OVER 40 YARDS TO AND INCL. 55 YARDS
.R'JJP 18
730-1540 1HANSIT-4IX USED EXCLUSIVELY IN HEAVY 18.03 10.03
CONSTt,.:OVER 10 YDS. TO ANC 14CL. 12 YUS.
' ii1SUP 19
730-1550 TRANSIT-MIX USED EXCLUSIVELY IN 4EAVY 10.19 18.19
CCNSTrt. :OVER 12 YDS. TO AND 1N'-.L. 16 YDS.
GROUP 20
' /30.1SbO TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.35 17.70
CO'1STR. :OVFR 16 YDS. TO AND INCL. 20 YDS.
' GR'QP 21
730-1570 TRANSIT-MIX USEO EXCLUSIVELY IN HEAVY 16.51 18.51
' C.ri STR. sOVER 20 YDS.
t CITY OF RENTJN 4M-773 C W-7741
UNION AVE NE (NE 17 ST - NE 2STH ST )
GRANT AVE SD 47TH AVE - 9TH AVE SO)
S. 77H ST. (RENTON AVE - GRANT AVE SDI
PAGE l9
'MWY-L72)IO-AA PREVAILING MINIMUM HOURLY WAGE RATES OCTOBER OA. 1984
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM. GRAYS HARBOR, ISLAND. JEFFERSON. KING. KITSAP. KITTITAS.PACIFIC (NORTH H AKUM COUNTY
BOUNOAKYA EKTENOEC DUE WEST TO THE PACIFIC )JCEANp ERCE.HERN SKAGIT,
' SNIHO"ISH. THURSTON. WHATCOM, YAKIMA AND THOSE PARTS OF THE
F3LLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND
3000LAS COUNTIES .
' WA' _ RATES
' OCCUPATION. OCCUPATION
CO3E DESCRIPTION STATE FEDERAL
RATE RATE
GAJUP 22
730-3400 FSCORT DRIVER
730-102p PILCT CAR 17.06 12.00
cRaJv 23 1 '.06 12.03
730-3R10 MECHANIC HELPER GROUP 24 16.91 --
790-OR00 MECHANIC --
17.50
OTHER
730-9735 STATE: FIR OCCUPATION 730-0260 IN GROUP 17
A)3 .15 A/HK. FOR EACH 10 YAR' INCREMENT OVER
55 YARDS
13)-9776 STATE: 3VLRTI4E-ALL WORK PERFORMED IN EKCLSS
OF R WJJKS PER DAY OR 40 HOURS PFR WEEK. MON-
DAY THOOUGH FRIDAY. AND ALL WORK PE0 ORMED UN
' SATJ2JAYS SHALL BE RAID AT ONE AN) ONE- HALF
TIMES THE REWLAR RATE OF PAV.ALL W3RK PE4-
FCRME) ON SUNDAYS AND HCLIDAVS SHALI BE PAID
' AT OOJ3LE THE REGULAR RATE OF PAV.
' C11Y OF RENTJN IW-773 C W-774)
JNION AVE NE INC 17 ST - NE 2STH ST)
GRANT AVE SO 17TH AVE - 9TH AVE S01
S. 77H ST. 'RENTON AVE - GRANT AVE S31
PAGE 20
REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
' POLL TION AND pAE, • CES
In accordance with the provisions of Chapter 62, Laws of 1973,
N. B. 621, the Contractor shall secure any permits or licenses
required by, and comply fully with all provisions of the follow-
ing laws, ordinances, and resolutions:
' Ain Count • Ordinance No. 1527 requires Building and Land
eve opment ivision an y raulics Division review of grading
' and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ervices
' ards to be incorporated intc project desi
. gn by Engineering
S Reivew by Hydraulics Division.
,in
Count Ordinance No. 800, No. 900 No. 1006 and Resolution
t ° o• �. o. o, an o. Z42ccontained
in ing ounty Lode rt es ■n are provisions or disposi-
tion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
Solid Waste.
Pu et Sound Air Pollution Control A enc • Re ulatian I : A regu-
' ation to contro t e emissior, n air contaminants from ■1I
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Kitsao Counties) in
' accordance with the Washington Clean Air Act , R.C.W. 70.90.
WASHISCTON STATE DEPARTMENT OF ECOLOGY
' W.A.C. 18.07: Requires operators of stationary sources of air
contaminants to maintain records of emissions, periodically re-
port to the State information concerning these emissions from
' his operations, and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation 1 .
R.C.W. 90.48: Enacted to maintain the highest possible standards
toensure t e purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
t protectinp of wildlife, birds, game. fish, and other aquatic
life, and the industrial development of the State, and to that
end require the use of all known available and reasonable methods
by industries and others to prevent and control the pollution of
' the waters of the State of Washington. It is unlawful to throw,
drain, run or otherwise discharge into any of the water of this
State any organic or inorganic matter that shall cause or tend
t to cause Pollution of such waters. The law also provides for
civil penalties of $5,000lday for each violation.
' R.C.W. 70.9s: Establishes uniform statewide program for handling
so- 11 wastes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State eace�,t
' at a solid waste disposal site for which there is a valid permit.
WASHINGT0N STATE DEPARTMES: OF NATURAL RESOURCES '
R.C.W. 76.04.370: Provides for abatement of additional fire ha:- '
ar an s upon which there is forest debris) and extreme fire
hazard (-roes of additional fire hazard near building, roads,
campgrounds, and school grounds) . The owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists.
R.C.W. 76.04.010: Defines terms relating to the suppression or ,
abatement of forest fires or forest fire conditions.
R.C.W. 70.94.660: Provides for issuance of burning permits for ,
a atTiinng or prevention of forest fire hazards, instruction or
silvicultural operations.
R.C.W. 76.04.310: Stipulates that everyone clearing land or ,
clearing rig t-of-way shall pile and burn or dispose of by other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses, or at such other times as the ,
department may specify, and in compliance with the law requiring
burning permits.
R.C.W. 78.44: Laws governing surface mining (including sand, '
grave , stone, and earth from borrow pits) which provide for fees
and permits, plan or operation, reclamation plan, bonding, and
inspection of operations. '
W.A.C. 332-18: Delineates all requirements for surface mined
an roc -nation. t
W.A.C. 332.24: Codifies requirements of R.C.W. 76.04 pertaining
to an c earing and burning. ,
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13, 1902' Author- '
izes Secretary o Army an orps or
-ngineers to issue permits to
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and ,
specifications.
Section 404 of the Federal 'Water Pollution Control Act (PL92-500
ut orizes t e ecretary ef—the army, acting ,
t roug t e orps of Engineers, to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may be denied if it is determined that such
discharge will have adverse effects on municipal water supplies,
shell fish beds and fishery areas and wildlife or recreational areas.
MISCELLANEOUS FEDFRAI- LEGISLATIC'N '
Section 13 of the River and Harbor �Act -appr�oved March 3, 1899:
Provides that discharge of refuse without a permit into navigable ,
waters is prohibited. Violation is punishable by fine. Any citi-
_en may file a complaint with the U. S. Attorney and share a por-
tion of the fine. t
•2-
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
' ILB COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kin County Resolution No. 25789 requires an unclassified use
permit or i ing, quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation subse-
quent to these activities. A copy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Nana ement Act 1971 requires a permit for construction
' on rate s ore nes. Permit—acquired by Public Works and reviewed
by Building and Land Development Division.
King County Ordinance No. 1489 requires permit for grading, land
tills, graVT pits, u— m�ping,quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
' ■ant Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME
' Cha ter 112. Laws of 1949. Requires hydraulics permit on certain
pro ajects, ng ounty apartment ofFublic Works will obtain.)
WASHINGTON STATE DEPARTMENT OF ECOLOGY
; A Cm 1'}-220: Requires a National Pollutant Discharge Elimination
t ystem permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372.24: Permit to discharge commercial or industrial waste
waters into tate surface or ground water (such as gravel washing.
Pit operations, or any operation which results in a discharge
which contains turbidity.)
' h.A.C. 508-1:-100: Requires permit to use surface water.
W.A.C. 508-12-190: Requires that changes to permits for water use
' e reviewe y tTie Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
' W.A.C. 508.12.22o: Requires permit to use ground water.
W.A.C. 508.12.260: Requires permit to construct re.ervoir for
water storage.
M.A.C. 50B-1:- L80: Requires permit to construct storage dam.
' W.A.C. 508-60: Requires permit to construct in State flood
contro tone. King County Public Works securesone for design.
' Contractor secures one for his operation (false work design, etc . ` .
' -3-
PERdITS REQUIRED FOR THE PROJECT - Continued '
WASHINGTON STATE DEPARDIENT OF NATURAL RESOURCES '
R.C.N. 76.04,150: Requires burning permit for all fires except
a ouiToo or smr fires for recreational purposes or yard debris '
disposal. Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.N. 76.04.150,
76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to ,
prevent restriction of visibility and excessive air pollution.
R.C.W. 76.08.030: Cutting permit required before cutting merchant- '
a e ttm er.
R.C.N. 76.08.275: Operating permit required before operating
power equipmen' in dead or down timber. '
R.C.W. 78.44—e0: Requires permit for any surface mining opera-
'Ton inc u ing sand, gravel, stone, and earth from borrow pits) . ,
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of Flarch 3 1899: Requires
truc n ,
perms: or conson of er t an n ges, seems S. ��a5t
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) . '
FIRE PROTECTION DISTRICT
R.C.N. 52.28.010 52.28.020, 52.28.030, S2.28.040 'Ni
'
rout es out o uty or, requirements of, an pena res or Failure
to secure a fire permit for building an open fire within a fire t
protection district.
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 General B�rid�e_ '
ct o art an enera ri ge ct o as amended
u ust equines ■ permit tot construction c r-Tge on '
navigable waters (King County Department of Public Works will
obtain) . King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit: Section 4(f) of Department of Transportation ,
Act, National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY '
Section 9.02(d) (2)(iii o Re
quest for verifica.
popatonenst roorLion ou ac should '
be sure his opera-
tions are in compliance with Regulation I, particularly Section
9.02 (outdoor fires) , Section 9,04 (particulate matter--dust) ,
and Section 9.15 (preventing particulate matter from becoming '
airborne) .
-4- '
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
Title 40 Cha ter Ic, Part 11: Requires that the Environmental
rotectzon gency a notz ie S lays prior to the demolition of
any structure containing asbestos material (excluding residential
tstructures having fewer than S dwelling units) .
The above requirements will be applicable only where called for
on the various road projects.
1 Copies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building, Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
' All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
All permits will be available at construction site.
1
1
S
' SPECIAL PROVISIONS
CITY OF RENTON
1
APWA STANDARD SPECIFICATIONS
' :HE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTIOF. PREPARED
BY THE WASHINGTCN STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981
EDITION, SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND
SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE
ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY
INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL
' APPLY EXCEPT AS MENDED OR SUF"RSEOED BY THE SPECIAL AND TECHNICAL PROVISIONS
HEREIN.
' A COPY OF THESE STANDARDS SPEC: !CATIONS IS ON FILE IN THE OFFICE OF THE
PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 9BU55, WHERE
THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY.
WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH
REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHHF'tE REFERENCE
IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED 0 MEAN THE
' DIRECTOR OF PUBLIC WORKS, CITY OF RENTON. OR HIS DULY AUTHORIZED
REPRESENTATIVE..
NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SMALL BE IN
ADDITION TO OR SHALA. SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN
CONFLICT HERL":1H.
' HEADINGS
t HEADINGS TO PARTS, SECTIONS, FORME, ARTICLES, ANP SUBMI ICLES ARE INSERTED FOR
CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE
CONTRACT DOCUMENTS.
SPECIAL AND TECHNICAL PROVISIONS STRUCTURE
' THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION 10, OR IN LIEU OF, DIVISION 1,
11, 111 AND IV OF THE S-ANOARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED
"REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION," 1ME SPECIFICATIONS
HEREIN ARE 10 REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS
NOTED. WHERE SECTIONS ARE MARKED, "ADDITIONAL SECTION," THE SPECIFICATIONS
HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WHERE
' SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE 10
BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
' Revised 3164
SPECIAL PROVISIONS ,
INDEX
SECTION PAS, '
SECTION 1 SP I
SPECIAL PROVISIONS SP I
STANDARD SPECIFICATIONS SP I t
ACT OF GOO SP 2
SHOP DRAWINGS SP 2
OR EQUAL SP 2 '
APPROVAL SP 2
SECTION 2 SP 2 '
PU&IC OPENINGS OF BIDS SP 2
SECTION 3 SP 2
CONSIDERATION OF BIDS SP 2 ,
SECTION 4 SP 2
PROCEDURE AND PROTEST BY 1!E CONTRACTOR SP 2 ,
USE OF MATERIALS FOUND ON 11E PROJECT SP 3
WASTE SITES SP 4
HOURS OF WORK SP 4 '
CONTRACIOR'S COPIES OF CONTRACT DOCUMENTS SP 4
SECTION S SP 4
SUBMRTTALS SP 4 ,
CONSTRUCTION SIAKING SP S
FINAL ACCEPTANCE SP 6
METHOD OF SERVICE OF NOTICE SP 6 '
ERRORS AND OMISSIONS SP 6
SECTION 7 SP 6 ,
SANITATION SP 6
LOAD LIMITS SP 6
EMPLOYMENT OF STATE RESIDENTS SP 7
WAGES SP 7 '
SUBCONTRACIING SP 9
RECORDS AND REPORTS SP 9
CONTRACTOR'S RESPONSIBILITY FOR WORIR SP 10 ,
RESPONSIBILITY FOR DAMAGE SP 11
PROTECTION AND RESTORATION OF PROPERTY SP 11
RESTORATION O STRUCTURES AND SURFACES SP 11
UTILITIES AND <ImILAR FACILITIES SP 13 ,
Revises 3/84
4S
PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13
GENERAL SAFETY REQUIREMENTS SP 13
' FLAGMEN, BARft1CADES, AND SIGNS SP 14
OUST CONTROL SP it,
RIGHTS OF RAY SP 15
EMPLOYMENT OPENINGS SP )5
SECTION 8 SP 15
PROGRESS SCHEDULE SP 15
' PRE-CONSTRUCTION CONFERENCE SF 16
NOTICE TO PROCEED SP 16
TIME 'F COPLETION SP 16
t LIQUIDAT'D DAMAGES SP 17
OVERTIME. WORK BY OWNER EMPLOYEES SP 17
CONTRACTOR'S PLANT AND EQUIPMENT SP 17
ATTENTION TO WORK SP 18
' SECTION 9 SP 18
MEASUREMENT OF QUANTITIES SP is
t SCOPE OF PAYMENT SP 19
OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19
1
1
Revised 3/84
1
cam.
1-1.39A SPECIAL PROVISIONS LADOIT OVAL SECTION)
ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING '
FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WOW PERFORMED ARE DELETED AND
VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SWILL '
BE THE BASIS FOR PAYMENI OF ALL WOW( PERFORMED UNDER THIS CONTRACT.
1L298. STMYLiRD SPECIFICAli0y i 'TDTTIONAL SECTION)
OTHER CERTAIN HfJLRENCEO STANDA. n, AS USED IN THIS SPECIFICATION, ARE FROM
THE LATEST EDITIONS OF: '
AWWA AMERICAN WATERWMS ASSOCIATION
ANSI AMERICAN NAT10N�. STANDARDS
ASA AMERICAN STANDARDS ASSOCIATION '
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
1-1.50 ACT DF GOD (REPLACEMENT SECTION) '
"ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CAiACLYSM i1:
PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NAT Utq,
PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH
MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL '
LOCALITY OF THE WORT(, SHALL NOT BE CONSTRUED AS AN ACT OF GOD.
-1.51 SHOP DRAWINGS ,REPLACEMENT SECTION) ,
THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE ,
DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METH07S OF INSTALLATION, OTNE.R
CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER
AND SUBMITTED FOR THE APPROVAL OF THE OWNER.
1-1.52 OR EQUAL (REPLACEMENT SECTION) ,
WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON '
RECOMENDATION OF THE ENGINEER, SMALL BE THE SOLE JUD;E OF THE QUALITY AND
SUITABILITY OF THE PROPOSED SUBSTITUTIOI:.
SP 1 Revised 3/84
' 1-1.53 APPROVAL (REPLACEMENT SECTION)
' THE TERM "APPROVAL" OR "APPROVED" SMALL MEAN APPROVAL ;IVEN BY OR GIVEN
PROPERLY ON THE BEHALF OF THE OWNER.
SECTION 2: 'RID PROCEDURES AND CONDITIONS
' 2 1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION)
' SEALED BIDS WILL BE RECEIVED BY THE C17Y OF RENTON, WASHINGTON, BY FILING WITH
THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER CALL FOR BIDS
AND WILL BE OPENED AND PUBLICLY READ ALOUD.
SECTION 3
3-1,01 CONSIDERATION OF BIDS (AWITIONAL SECTION)
' AWARDING OF CONTRACT WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES.
NO PARTIAL BIDS WILL BE ACCEPTED.
SECTION 4
4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
' ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS
SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE
' PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMEDIATELY
BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES
FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED.
FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO
DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR
MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR
' MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN "SED.
TO PREVENT DISPUTES AND LITS'TATT)N, IT IS FURTHER AGREED BY THE PARTIES HERETO
' THAT THE PUBLIC WORKS DIREC. k OR HIS REPRESENTATIVE SHALL. DETERMINE THE
QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE
IMPROVEMENTS. HE SWILL DECIDE ALL QUESTIONS REiATIVE TO THE EXECUTION OF THE
WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS.
t
' SP 2 Revised 3/84
r
r4-1.12 WASTE SITES (ADDITIONAL SECTION)
r ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SMALL BE HAULED, DUPED,
AND SPREAD AT THE LOCATIONS SELECTED BY THE CONIRACTOR.
r THE CONTRACTOR SHALL HAVE THE RESPONSI^ )F OBTAINING HIS OWN WASTE SITE.
ALL WORK INCLUDED IN THIS SECTION SO CONSIDERED TO BE INCIDENTAL TO
OTHER ITEMS OF WORK AND NO FURTHER Cr ,N WILL BE WADE.
r THE ROUTE TAKEN TO THE WASTE SITE 5,, BE MAINTAIM'ED SOLELY BY THE CONTRACTOR
IN A MANNER AS DESCRIBED BELOW:
r THE CONTRACTOR SMALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND
RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TO
ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. FSt01PT RESTORATION OF
rTHE ROUTE IS MANDATORY.
4-I.13 HOURS OF WDRK (REPLACEMENT SECTION)
rTHE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE
PERIOD FROM 8:00 A.M. TO 5:00 P.N. THE HOURS OF WORK MAY BE CHANGED AT THE
r DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE
CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE.
r4-1.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND
r SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING
ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPI AT THE SITE OF CONSTRUCTION IN
GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER.
r ADDITIONAL COPIES OF THE CONiRACI DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY
THE OWNER AT NET COST OF REPRODUCTION.
rSEUJONtS
r5-1.03 SUBMITTALS (REPLACEMENT SECTION)
THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, DE1,CRIPTIVF ;,ATA,
r CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND NAM':ACTURER'S
INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS '.N) EQUIPMENT
TO BE FURNISHED AND THE METHOD OF WORT( COMPLY WITH THE PROVISIDNS ANU INTEN'
OF THE SPECIFICATIONS AND DRAWINGS, IF THE INFORMATION SHOWS ANY UEVIATIO'.
r FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT 1�1
WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION A,D
STATE THE REASONS THEREFORE.
r
rSP 4 Revised 3/94
r
r
�-j 05 CON (ROCCTION STAKING (ftEP1,pCEMENT 5 CE T2011) r
THE ENGINEER SHALL HAVE. THE RIG41 TO MAKE REASONABLE CHANGES IN THE GRADES «S M
THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF r
OFFSET STAKES AT ' TANCES NOT GREATER THAN 50 FEET, SET IN ADVMEL OF THE
WOW. WHENEVER 6 -, IS PROGRESS, THE CONTRACTOR SMALL HAVE 1N HIS
EMPLOYMENT A WORKER COMPETENT TO SET A HATTER BOARD OR OTHER CONSTRUCTION r
GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER.
SUCH EMPLOYEES SHALL HAVE THE STY AND RESPONSIBILITY OF PLACING AND
MAINTAINING SUCH CON5TRU"ION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S r
LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE Of 0.50 PERCENT OR LESS, AT
LEAST THREE NATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING
OPERATIONS- IF, THROUGH THE CCNTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE r
DESTROYED AND REQUIRE RESETTING, A SUM SHAG.L BE DEDUCTED FROM THE CONTRACTOR'S
FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH
REPLACEMENT . r
THE LASER METHOD OF ESTABLISHING GRADE MAY BE USEO PROVIDING:
I. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE r
SUBMITTED FOR CITY F,.VIEW AND APPROVAL AT LE\Si FIVE DA'S PRIOR
TO USE.
2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 '
TIMES DAILY BY CONVENTIONAL METHODS.
3. PROPER ANCHORING OF PIPE 15 PERFORMED IN LOCATIMVS ►FE.+E A BOX MS r
BEING USED FOR EXCA'-I ION
THE CONTRACTOR SHALL ARRf IS WORK TO ALLOW A REASONABLE i1* FOR THE r
SETTING OF STAKES FOR lHH PHASE OF HIS OPERATION TD PREVENT WOW( OELAVS
WHILE WAITING FOB CUNSTHULI,o)� GUIDES.
TH;. CONTRACTOR SHALL ASSUW FULL RESPONSIBILITY FOR BET ILED DIMENSIONS AND r
R ANSFERRING ELEVATIONS OR MEASURt.^ENTS MEASLIRED FROM SUCH STAKES AND MAF4(5.
3EL.AYS BY REASON OF LACK OF STAKES OR A T 1NE REQUEST FOR SURVEY LESS THAN 3 r
DAYS ARE DEEMED A R15K TO THE CONTRACTOR AND SHALL NOT BE I E BASIS FOR CLAI45
FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO r
OTHER 810 ITEMS IN THE PROPOSAL, AND NO FARTHER COMPENSATION WILL BE MADE,
UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF r
PRICES.
r
SP 5 Revised 3.'84 r
r
r
1 FI`ACCE_TAMr
' THE WORK CONTRACTOt - CERENi CTION
HIMSELF AS TTFE El 1HE .`EER TM LHE `NGINEr.R IN WRITING Of T
HE C
HE
' ��ACCEPT TONFINAL-( OE IERML THERE OF OF THE WORK
TC N A C PECTIOON SATISFY
OF 7By PERSONAL I TIONLPON
ITH
MS
SMALL
01 HE ACCEPTABILITY OF R THpTHET THE WORK IS
WORK SMAL- BE
S_ S TM D DF SERVILE OF T N0.
T0• I� HOTfCE SNAIL BE DEEMED iO R Fi�yC MEN1 SECT pp.
CORPCRATIGNIND! OR�L• IF GE
OR TO A PARTNER HAVE
BEEN 011lr SERVED
t GOVERNMENTAL BDOY ORRIF DSENTOBYI RE� EXEC�DOF VE FIRM.
OFFICIAL T1F AN IOFFICERVFRfU N OF RiMI�E
SHOWN IN T CONTRACT DOCUMEGISTE UNITED STATES M4II p OWNER IS q
HE BUSINESS
,S- . J ERRORS
SSIONS R P C Mf NT IF THE CONTRACTOR ECTION
OMISSIONS IN i ' IN THE COURSE F
AND INSTRUCTIONS�ypRRAIT DOCUMENTS ORIIN THE HE LAYYOUTIT A AWARE
GIVEN
OF ANY ERRORS OR
IME DIATELIMENTS AND THE BECOMES AWARE OF AS GIVEN By SURVEY
SHALL INFORM THE ENG! PHYSICAL CONDEER. ITIONS ANY DISCREpgRDy BETWEEN�ITME
AFTER SUCTIFYI THE MATTER AND ADVISE THE ENGINEER IF THE LOCALITY, it SHALL
SUCH HE
DISCOVERY, UNTIL AUTHMIZE CONTRACTOR AACORRDI DEEyMS 1i NECESSARY,
WORK OONE
MILL BE DONE ANY
HE CONTRACTORS RISK.
SERA�
' 7-1.04 SANITATION
' ALL ADDITIONAL,SECTION)
EXPENS ES INCURRED IN SUPPLYING
SHALL BE CONSIDERED ALTO ACCESS AND SANITATION F
MADE, 1NCIDENi ARK NG,
Es
' .lEC1 AND NO ACILIl1BE
�� � ,� CO"pENSAT ION SHALL BE
' �"�"�=s" - HEPL, 'EM'ENT SE TIU.�ALL MOTOR VEHICLES Or STRICTLY ADHERE TO Or THE CONTRACTOR.
WASHINGTON (1967 46.44 OF T SUBCONTRACTORS, AND
AND LOApS OF Mp7 EDITICLESION � AMEHUEE SMTHEREOFOTOR )M VEHICLE LAMS p THE STATE 1)
REGARD TO SIZE, SHAL
E OF
LEGAL NWEMGHT FpILL NOT MADE F RE 1Ghi,
WHICH T OR ANY IS LIE THAT IS DELIVERED
HE VEHICLE IS LICENSED.
IN EXCESS OF THE
yP 6
Revised 3/a4
ANY VIOLATION OF THESE REGULATIONS SMALL BE REPORTED TO THE AFFECTE!) LAM
ENFORCEMENT AGENT.
THE CONTRACTOR TO FURNISH TO THE PUBLIC WORK$ DIRELTOR A LISTING OF ALL ,
HAUL VEHICLES �D ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE
NUMBER, TARE FE.441, AND LICENSED LOAD LIMITS.
7-1.08 EMPIDYIENT DF STATE RESIDENTS (REPLACEMENT SECTION) '
THE SECTION ON EMPLOYMENT OF STATE HESIXNTS 15 DELETED IN ITS ENTIRE`Y.
7-1.09 WAGES (REPLACEMENT SECTION) '
THIS CONTRACT IS SUBJECT t0 CHAPTER 39.12 RCM, AND AMENRcN« AND ADDITIONS
THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEOE„AL WAGE LAMS
AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES C. WAGES AND FRINGE.
BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE
BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT ,
Of LABOR DECISIDN NUMBER WA 03-5110.
THE CONTRACTOR, 'AN: SUBCONTRACTOR, OR OTHER PERSON DOING THE NOW OR ANY PART ,
OF IT SMALL NOT NAY ANY WOIEUEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED
HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH
HOURLY RITES MAY BF PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE ,
EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE. HOUR THE FRINGE BENEFITS
LISTED. IT 15 SPECIFICALLY UNDERSTOOD AMC AGREED THAT THE WAGE RATES AND
FRINGE BENEFITS FOR THIS CONIRACI ARE SUBJECT TO CHANGES, THAT THE BIDDER
ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST '
BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT, THE CITY
DOES NOT WARRANT OR REPRESENT THAT IABDH 'AN BE PROCUREO FOR THE MINIML11 RATES
SET FORTH OR AS CHANGED. 11 IS THE CONTRACIOR'S RESPONSIBILITY TO ASCERTAIN ,
THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY.
THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND
INDUSTRIES, A COPY OF THE APPROVED "STATEMENT Of INTENT TO PAY PREVAILING
WAGE," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE
, 'NTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH
LLASSIFICATION: AND THE ADDRESS AND TELEPHONE NUMBER OF THE INWSTRIAL '
STATISTICIAN Of THE DEPARTMENT OF LABOR AND INDUSTRIES O ERC A COMPLAINT OR
INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE.
ON PROJECTS GOVERNED BY MATE RATES DETERMINED BY THE STATE OF WASHINGTON ,
DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY Of LABOR, IF
THERE IS A DIFFERENCE BETWEEN 7HE TWO IN 7HE PREV4ILING RATE OF WAGE FOR A
SIMILAR CLASSIFICATION Of LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN 1HE '
WAGE 041CH IS THE HIGHER OF THE TWO.
SP 7 ReY1Sed 3/84 t
1 IF THE CONTRACTOR MARES USE OF APPRENTICES ON PeOJECTS GOVERNED BY WAGE RATES
' DETERMINED BY THE STATE DEPARTMENT OF V,BON A;D I TO THE ENGINEER NDUSTRIES, HE SMALL PRESENT
NE WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES PPOGRAM APPROVED BY THE STATE APPRENTICESHIP IN A
CO11C1L ANO THE PERIOD OF
PROGRESSION FOR EACH SUCHAPPRENTICE EMPLOYEE.
IF THE CO- RACTOR !ACES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES
DETERMINED ay THE U.S. SEr.AETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER
' WRITTEN EVIDENCE OF REGIS,.ATION OF SUCH EMPLOYEES IN A PROGRHN OF A STATE
APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU
OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE
CONTRACTOR SHALL SU&IIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S.
BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SMALL SUBMIT TO THE
WAGE RATES IN THEEN EVPROJE�CT OEA WMICH THE �MILNE BE THE JOURNEYMAN FESTABLISHING RATIOSSUCH
AND
RATIOS AND RATES FOR THE pROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS.
IF ANY DISPUTE ARISES AS TO WAY ARE THE PREVAILING RATES OF WAGES FOR WORK OF
A SIMILAR NATURE TO THAT CONTEMPLATFn UNDER THE CONTRACT AND SUCH DISPUTE
' CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST,
REPRESENTATIVES, THE INCLUDING LABOR AND MANAGEMENT
MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE
DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE
UNITED CTATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT
OFFICE ARE INVOLVED),
BINDING ON ALL PARTIE AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND S INVOLVED IN THE DISPUTE.
ISPECIAL RVISIONS F THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE
APPROPRIATED WAGE iRpTE TFOR THET CLASTSIFICATIONRAND FOR THE AREAPoIN WHICCHH OF THE
PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR OORK
RLON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH MEEKJ V_PAYROLL STATEMENTc T THE EN INAND 7F S �T�CT� a URNISH
IZEQ THE CONTRACTOR SHALL WEENLV STATEH£NT5 ARE NOT
SIIMAT PAYMFYT AT FURNISH A CERTIFICATION. PRIOR TO EACH PROGRE 55' E+ CONF IRMINC THAT PRE yg1L1NG NA:E RATES Hnvr tttmrN e
AIC
IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND
WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE
' PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMEDIA' ,
THE OCCUPATION CODE NUMBER. I.E.: 10-0010 YAK.E. .Y FOLLOWING
' THE CONTRACTORS RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN
TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE
CACCEPTANCE THEREOF, AND THE ONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (J) YEARS AFTER THE DATE OF
PERIOD. WHERE SUCH RECORDS PERTAINING, SHALL
RETAIN WAGES PAID ANC PAYROLLLS FFOR THE
CONTRACTOR EXPRESSLY GUARANTEES THAT THE CONTRACT ARE MAINTAINEO BY SUBCONTRACTORS OR AGENTS OF TIC CONTRACTOR, THE
BCONTRACTDRS OR
AGENTS SHALL BE OPEN TO IN RECORDSSPECTION AND AUDIT BYREPRESEN AI IVESSS OF I* CITY ON
THE SAME TER4` AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR, IF AN AUDIT
IS HO BE CPkMENCEO MORE THAN SIXTY (60) OgYS AFTER THE ACCEPTANCE DATE OF THE
' CONTRACT, THE CONTRACTOR WILL BE L;I,EN A REASONABLE NOTICE OF THE TIME WHEN
SUCH AUDIT IS TO BEGIN
Sp B Revised 3/84
r
BEFORE PAYMENT IS MAOL BY THE CITY OF ANY S1M45 DUE DOER THIS CONTRACT, THE r
CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SIl�ONTRACTOR p COPY OF
"STATEMENT OF INTENT TO PAY PREYAILING WAGES" (FORM L 3 I MAMBEq 700-2'' F
WASHINGTON STATE DLPARTMENT OF LABOR AND INDUSTRIES). r
UPON C31PLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE, CONTRACTOR
AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L 6 1 NUMBER
700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING
WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MIST RECEIVE
FROM THE PRIME CONTRACTOR A COPY OF "IffLEASE FOR THE PROTECTION OF PROPERTY
OWNERS AND GENERA CONTRACTOR" (FORM L & I NUMBER 206D83 THE STATE. DEPARTMENT r
OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS
RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010 ARE RELEASED TO THE
CONTRACTOR. FORMS WAY BE OBTAINED EROM THE DE?ARTTENT OF LABOR AND r
INDUSTRIES. A FEE OF $12 00 PER EACH "STATEMENT OF INTENT TO PRY PREVAILING
WAGES" AND "AFFIDAVIT OF WAGES PAID" I5 REQUIRED TO ACCOMPANY EACH FORM
SUBMITTED TO THE DEPARTMENT OF LABOR AND IMOL5TRTES. THE CONTRACT-IR 15
RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL WAKE ., APPLICATION$ DIRECTLY r
TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO
ALL THE BID ITEMS OF THIS CONTRACT
IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT 10 THE WASHINGTON STATE r
DEPARTMENT OF LABOR AND iNDUSTRIES A "REQUEST FOR RELEA°' FORM PROVIDED BY
THE DEPARTMENT OF LAEOi, AND INDUSTRIES. THESE AFFIDAVI WILL BE REOHI`REO r
BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ME
RELEASED TO THE CONTRACTOR.
7-1,111 SIBCONTRACTING (ADDITIONAL SECTION) r
BEFORE PAYMENT OF THE FINAL. ESTIMATE, THE CONTRACTOR SHALL `JBMIT AFFIDAVIT OF r
AMOUNTS PAID 10 MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE
PARTICIPANTS ON THE FORM PHOYICku BY THE. CITY; CERTIFYING THE AMOUNT PAID TO
MINORITY BUSINESS ENTERPRISE ANR/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS.
r
-i.11J RECORDS AND REPORTS (REPLACEMENT SECTION)
THE CONTRACTOR WMLL BE REQUIRED 10 COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS r
BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED
THE PUBLIC WORKS DIRECTOR: r
1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
2. EACH JULY - STATE HIGHWAY FORM PR-1391 r
THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR OARING THE
PRECONSTRUCTION MEETING, r
SP 9 Revised 3/84 r
r
r
EMPLOYMENT
B. OER WITH HIS BID�PoRTIb+ITY REPORT
' PROVISIONS OFT PROPOSAL ON THIS PROJECCATE SHALL BE EXECUTED BY TOE
EQUAL ENPLOYNENT OPPORTUNITY AND WHICH CONES WITHIN THE
TL AS REVISED NAY 21, 1%8. REOt%LATIONS OF THE SE
CONTRACTOR WITH THE pRpp05AHE FORM OF CERTIFICATE WILL SECRETARY OF
1 ASSOCIATION, CO-PARTNERSHIP, OR STATING BE FURNISHED TO
CONTRACTS OR SOBOONTRACIS CORPORATION HAS PARTICIPATED IN ANy IS FIRM,
WFE THER OR NOT SUIJECT TO THE EQUAL OPPOTRTUNITY CLAUSE A1� F IOUS
RE TIRENENiS. HE "AS SUBMITTED AlL REPORTS aE I S0,
UNOEN APPLICABLE FILING
FAILURE
CAUSE PART OF
DUE THE BIDDER
FORREJECTION OF THE BID. TO FURNISH THE REQUIRED CERTIFICATE WILL BE
EQUAL IF A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO
EXECUTE AND OPPORTUNITY REPORT CERTIFICATE, REFUSES
' FURNISH THE BE Fes' EXCEPT FOR TO
OF AN
THE DIRECTOR R PH TH REQUIRED CERTIFICATE WITHIN 10 DA OR FAILS TO PROMPTLY
PROPOSAL GUARANTEE, atKS THAT SANE IS LACKING AFTER NOTICE BY
WILL BE FORFEITED TO THE CITY.OF BOND, CHECK, FTtON HIS PROPOSAL, THE
OR CASH WHICH ACCOMPANIED THE BID,
WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND
' SUCH
CONTRACT CODES WITHIN THE PROVISIONS OF THE EQUAL CERTIFICATION 7ARY OF LABOR, REVISED MAY 21, EQUAL
OPPORTUNITY REGULATIONS
1968
SUCH FROM HIS PROPSUBCONTRACT
SUBCONTRACTOR AND ' HE �LLT OBTAIN THIS
CERTIFICAQT ipSN NO SUBCONTRACT WILL BE gpPROAND IT FROM THE SUBCONTRACTOR. BEFORE TOGETHER WITH
RECEIPT OF SUCH
FOR THIS PURPOSE. CERTIFICATION FORMS MAY
ENGINEER ASSIGNED TO THIS PROJECT.
BE OBTAINED FROM THE PROJECT
7-1.1J C- TRACTOR'S
' �---- RESPONSIBILITY F WORK REP
THE WORK SHALL CEMENT S CTION
CONTRACTOR SHALL BEAR UNDER 1HE CONTRACTOR'
CLAUSE, BEAR ALL LOSS AND S RESPONSIBLE CARE AND CHARGE,
t EXCEPT THAT CAUSED SOLELY DAMAGE WHATSOEVER AND FROM TH`_
OR TO THE WOPo( D AT C 7 BY THE ACT OF THE OWNER WHICH MAYOCCUR
OAMIIGE OCCURS. THE CONTRALTO FILL►EN7 OF THE CONTRACT. OCCUR ON
DAMAGE, AND IN THE EVENT OF T SHALL IMEpl ATELY IF ANY SUCH LOSS OR
THE OWNER MAY HE CONTRACTOR REFUSING OR NEGLECTING
ANY SUCH LOSS OR
SUCH LOSS OR OMWCEF OR BY THE EMPLOYMENT DF SODS OTHER PERSONT ING TO
THE CONT AND THE COST AND EXPENSE OF SO OO S0,
RACTOR. DOING SHALL BE CHARGE ANY
ANDTHE CONTRACTOR ALONE SHALL AT ALL TIMES CHARGED TO
AND HIS
SUBCONTRACTOR'S EMPLOYEES, AND FOR HISPgpl HIS S
' AND EQUIPMENT AND THE RESPONSIBLE
FOR THE SAFETY OF HIS
METHOD OF PR THE Wabi SUBCONTRACTOR-S PLANT
DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SNAIL PURSUE
ONLY SUCH PORTIONS OF THE WOW( AS SHALL NOT BE pA6
GEL THEREBY.
' SP 10 ROVlssd 7/84
NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE
AFFECTED BY UNFAVORABLE CONDITIONS SMALL BE CONSTRUCTED WHILE THESE CONDITIONS
EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE
CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. '
7 1 14 RESPONSIBILITY FOR DAMAGE LADDITIDNAL SECTION)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CO (ROLLING OUST AND MUD WITHIN THE
PROJECT LIMITS AND ON ANY STREET WHICH 15 UTILIZED BY HIS EQUIPMENT FOR THE '
DURATION OF THE PROJECT, THE CONTRACTOR SMALL BE PREPARED TO USE WATERING ,
TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY
THE ENGINEER, TO AVOID CREATING A NUISANCE.
OUST AND MUD CONTROL SHALL BE CONSIDERED AS .4CILEN7AL TO THE PROJECT, AND NO '
COMPENSATION WILL BE MADE FOR THIS SECTION.
COMPLAINTS OF OUST, MUD, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE
OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN
CORRECTING WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION OF COMPLAINT ITEMS
WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE CITY. ,
7 1 16 PROTECTION AND RESTORATION OF PROPERTY (REPIACEMENT `PECTION) t
THE OWNER WILL OBIAIN ALL EASEMENTS AND FRANCHISES REQUIRED 'OR THE PROJECT.
THE CONTRACTOR SHALL L11411 HIS OPERATION TO THE AREAS OBTAINED „NO SHALL NOT
TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROV:OE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK
UNDER THL CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE ,
CONTRACTOR SMALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR
MATERIALS.
THE CONTRACTOR SMALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL '
LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY HE REQUIRED FOR
TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIiILS. HE SHALL CONSTRUCT
ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS '
OPERATIONS. THE CONTRACTOR SHALL CONFINE :+IS EQUIPMENT, STORAGE OF MATERIAL,
AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH
ADDITIONAL AREAS AS HE MAY PROVIDE. ,
RESTORATION OF STRUCTURES AN1 %RFW
A. GENERAL. ALL CONSTRUCTION W� UNDER THIS CONTRACT ON EASEMENTS,
RIGHT-OF-NAY, OVER PRIVATE PROPERTY u, FRANCHISE, SHALL BE CONFINED TO THL
LIMITS OF SUCH EASEMENTS, RIGHT-OF-WA1 OR FRANCHISE, ALL WORK SHALL BE ,
ACCOMPLISHED SO AS TO CAUSE THE LEASH AMOUNT OF DISTURBANCE AND A MINIMUM
AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WOfW. SO THAT TRENCHES
ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS ANL '
TRENCHES SHALL NOT BE OPEN FOR MORE THAN 4E HOURS.
SP 11 RBvi5E0 3184 '
1
! B. STRUCTURES. THE CONTRACTOR SMALL REMOVE SUCH EXISTING STRUCTURES AS MAY
BE NECESSARY FOR THE PERFOFOWCE OF THE NOW AND, IF REWIRED, SMALL REBUILD
! THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FORD WITH MINI"
REQUIREMENTS AS HEREIN SPECIFIED. HE SMALL ALSO REPAIR ALL EXISTING
STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WOW DOER THIS CONTRACT.
! C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL
CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS
WMICN ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SMALL BE RESTORED AS NEARLY AS
! POSSIBLE TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RTGHI-OF-WAY, THE CONTRACTOR
! SMALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTIG!i AREA AND STOCKPILF 11 IN
SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF
CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SH .LL BE CAREFULLY REMOVED WITH
THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN SURLM AND REPLANTED IN THEIR
! ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR
DAMAGED, SWILL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT
NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT 15 NECESSARY TO TRENCH
! THROUGH ANY L�WN AREA, THE SOD SHALL BE CAREFULLY CUT AND MULLED AND REPLACED
AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY
SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS.
' THE CONTRACTOR SHALL USE RUBBER WHEEL EWaPHENT SIMILAR TO THE SMALL
TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WOW, INCLUDING
EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS.
' ALL FENCES, MANNERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED
dY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED IN THEIR
ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER
' AT LEAST 24 HORS IN ADVANCE OF ANY WORK DOE ON EASEMENTS OR RIGHTS-OF-WAY.
ALL CONSTRUCTION WOPo( UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OR
FRANCHESE SMALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR
FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS 10 CAUSE THE LEAST AMOUNT DF
DISTURBANCE AND A MINIMM AMOUNT OF DAMAGE. THE CONTRACTOR SMALL SCHEDULE HIS
WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS
' OR HOLIDAYS, AND TRENCHES SMALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS.
DAMAGE TO EXISTING STRUCTURES WTS7'1E OF EASEMENT AREAS THAT WAY RESULT FROM
DEWATERING AND/OR OTHER CONSTRUr' ACTIVITY UNDER THIS CONTRACT SMALL BE
RESTORED TO ITS ORIGINAL CDNDITI FTTER. THE ORIGINAL CONDITION SMALL BE
ESTABLISHED BY PHOTOGRAPH- AND/OR INSPECTION MADE PRIOR TO
CONSTRUCTION. ALL SUCH WORK SW DOE 70 THE SATISFACTION 7 THE PROPERTY
' OWNERS AND THE OWNER AT THE EXPL ,F THE CONTRACTOR.
D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF
tTHE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY
AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL 50 INFORM THE
! OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS
SHALL BE PAID BY THE CONTRACTOR.
SP 12 Revised 3/84
1-1 17 UTILttrrc AID SIN2U ut FACILIT IEc ,
=(�"DIi IOWIL SErY'�I 1
LOCATION COAND ADIMENSIONSWITH SHOWN (N THRE PLANS FOR EXISTING UNDERGROUND FACILITIES
ARE IN IACCLVmMR('E WITH THE BEST MAILABLE INFORMATION WITHOUT UNCOVERING AND
MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTIND
FACILITIES.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE ,
COMPANIES HIVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE
CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM
DRAINAGE, SANITARY SEVERS, STREET LIGHTS, AND TRAFFIC CONTROL UNUEAGRO1ND '
UTILITIES ARE NOT A PART OF THE "ONE CALL' SYSTEM NU MUST BE CONTACTED
SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS.
IF, IN THE PROSECUTION OF THE WOW. IT BECOMES NECESSARY TO INTERRUPT EXISTING
SURFACE DRAINAGE, SEWERS, UNCERORAINS, COHDUII, UTILITIES, SIMILAR UUERGROUNp
STRUCTURES. L PARTS THEREOF. THE CONTRACTOR SFWLL BE RESPONSIBLE FOR, AND
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AHN) PROVIDE RESPONSIBLE
LE OR,SER AND O
FACILITIES OR FOR SAMf. THE CONTRACTOR SHLLL. AT HIS ONN EXPENSE, REPAIR ALL DJIMIFiGE TO SUCH
SATISFACTION Of THE CITY; EXCEPT DUEFORHISCITY C TRUCTION OPERATION TO THE
REPAIRED BY THEE dTILITY DEPAON RTMENT AT CONTRACDI�FASI ERpE 1p� Bv L THBE
E ,
CONTRACTOR AS DIRECTED BY THE CITY. tS15E R
7-1.18 RM IC LIABILITY AND PROPERTY Q"G>'E (REPLACEMENT SECTION) '
THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS-
THE AMOUNT Of COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF $500,000 FOR
INJUBODID PRopERI
AN LY INSURANCEN CO RAGEG DEATH �OF NIO LESS -MAMGSSER OCCURNC O,000ESHAE. IN PROVIDED,
WITH THE OWNER AND ENGINEER THE NAMED INSUREDS. THIS LIMIT SHALL APPLY TO
COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE.
THE CONTRACTOR SHALL FNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF ,
THE INSURANCE REWIRED.UR
7- 23A GENERAL SAFETY REWIREMENTS (pWl TONAL SECTION) '
THE CONTRACTOE+ SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA,
BY MAIL, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL LOCAL POLICE,
TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES AND
ADDRESSES WILL BE FURNISHED SY THE OWNER. THE CONTRACTOR SHALL FURTHER NOTIFY '
EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR i0 CONSTRl1Ct 1pN IN
FRONT OF EACH PROPERTY.
SP 13 Revised 3/84 '
' 7_1_23C FLAGMEN. WMICADES, NO SIOF!<i (REPLACEMENT SEC'ION)
FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FRRNISHFC OR PROVIDED SHALL
CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE
'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,' PUBLISHED BY THE U.S. DEPARTMENT
' OF TRANSPORTATION.
COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUENTS, U.S. GOVERNMENT
PRINTING OFFICE, WASHINGTON D.C. 20402. THE CONTRACTOR SHALL IMPLEMENT THE
TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF
THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC
CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY
SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REWIRED FOR THE
PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN
ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REWIRED.
THE STRIPING OF NO PASSING ZONES TWAT ARE TO BE OBLITERATED IN EXCESS OF 150
FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH
CARE" SIGNS. THE SIGNS SHALL BE LOCATED NOT LESS THAN 2 FEET OUTSIDE THE
t USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS
OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE
POSTS AND BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE
1 COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE CONTRACTOR, THE SIGNS AND
POSTS SHALL BE REMOVED BY HIM MEN THE NO PASSING ZONES ARE RE-E.HABLISHEU BY
STRIPING. THE SIGNS SHALL BE RETURNED TO THE CITY AND THE POSTS WILL BECOME
THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE C.''NTRACTOR IS NI'
e RESP7NSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME. THE PROPERTY Or
THE ITY AND WILL BE REMOVED BY CITY FORCES MEN THE NO PASSING ZONES ARE RE.
ESTAELISHED BY STRIPING.
' THE LONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES,
GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN
ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS
OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND
BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO
PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE
' THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORN MODIFIED, THE
HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S
DISCRETION MEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION
a NECESSARY TO PROTECT THE PUBLIC OR THE CDNTRACTOR'S SAFETY, HEALTH, AND
WELFARE.
ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND
PEDESTRIAN TRAFFIC. "LNG ALL PHASES OF CONSTRUCTION, TRAFFIC MOVE1E'_1 SHALL
' BE MAINTAINED AS NEAR As POSSIBLE. REASONABLE ACCESS SHALL BE MAIN'AINED Al
ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-WAY LINE. ALL ROADS
WILL BE OPEN TO TRAFFIC DURING PEAT( TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND
' 3:30 TO 5:BO P.N.
SP 14 Revised 3/84
NO
SHk,t- BE
ON OR
TWIFF�IC CONTROL DEDVOZWSE ARE INDJACET THE ROADWAY UNTIL ALL NECESSARY SIGNS Ald) '
THE COST OF ARE
AND PLA"INC ALL CONSTRUCTION '
SMALL BE INCIDENTAL TO
THE PROJECT AND ND COMPENSATION AND
BE MADE.
77-1 ���� ��,,�� SIGNS
`-'"'2� T MggpTAOiDITIORpL S CTSON
THE CONTRACTOR SHALL PROVIDE A 'A PRESSURE SPRAY SYSTEM MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH
CLEANED Of DUST AND DEBRIS AT�THE FOR STREET CLEANlkc_
CONTRACTOR SHALL PROVIDE SPAT THE OF EACH THE STREETS SHALL BE
OR AS DIRECTED BY T C RECESSAWO i0 DAY. IN ADDITION, THE '
HE CITY. ALLEVIATE DUST NUISANCE
1
7-17 2--4 R aTS OF MAY ( ,
ITIONA CTIOR
THE CITY SHALL OBTAIN ALL EASEMENTS q
CONSTRUCTION OF ALL IMPROVEMENTS LOCATED pNACCE55 pr '
OF THE SAME. COPIES OF All Epp -MbMISSIOH NECESSARY TD THE
TO THE CONTRACTOR. EASEMENTS AND PRIVATE PROPERTY AND PAY ALL COSTS
IN STRICT CpYLIA THE CONTRACTOR ACCESS PERMISSION WOOL BE PROVIDED
COMPLIANCE WITH THE TERMS IAND PERFORM ALL WORK ON PRIVATE PROPERTY '
RIGHT-OF-ACCESS DOCUMENTS. CONDITIONS OF TH
E EASEMENTS AND
7-1-22 EMPIQYMENT OPENIN t
REPLACEMENT SECTION
ENTIRE SECTION OF STANDARD SPECIFICA71ONS ON EMPLOYMENT OPENINGS IS DELETED.
SEC_i_ION B
-1.03 PR ,
OGRESS SCHEDULE REPLACEMENT SECTION
IMMEDIATELY AFTER EXECUTION AND '
PARTIAL PAYMENT IS MADE, THE CONTRACTOR F THE CONTRACT AND BEFORE T F
ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN
HE FIRST ,
SHOWING THE RtUPOSED DATES OF ORM SATISF SATISFACTORY TO THE0 THE ENGINEER
AN
VARIOUS Pqy ITEMS pF CDHMENCEMENi pN0 C
ANTICIPATED AMOUNT OF W� REQUIRED UNDER THE CONTRACT
Of EACH OF THE
CONTRACTOR IN ACCT`RnIF E ACHiHMONT Y�PAYMENT THAT ILL DOCU7'ENTS AND THE ,
ALSO FURNISH PERT OGRESS SCHEDULEM14 BECOME DUE TO THE
MAKING PARTIAL PAY I ITEMIZED EST PROGRESS OF ' THE CONTRACTOR SHALL
SCHEDULES W MEN15 THEREON. THE COSTS EMPLOYED
WILL NOT Ill BE USED ONLY FOR DETERMINING THE BAAS I�FOMR THE
PURPOSE OF ,
BE USED
AS FIXING A 1S OF F,`RT T•_ A OF THESE
THE CONT`-nCT, BASIS FOR AD[IITtONS TU OR PAYMENTS AND
DEDUCTIONS FRDM ,
SP 15 Revised 3/84
iSHOULD IT BECOME EVIDENT At ANY TINE DURING CONSTRUCTION THAT OPERATIONS WILL
OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES SHALL,
IN THE SAMIL FORM AS SPECIFIED
HEREIN, SETTING OUT OPERATIONS, METHODS AND EQUIPMENT, ADDED LAB FORCES OR
WOWING SHIFTS, NIGHT WORK, ETC., BY WHICH TIME LOSS WILL BE MADE Up, AND
' CONFER WITH THE ENGINEER UNTIL 'AN APPROVED MODIFICATION OF THE ORIGINAL
SCHEDULE HAS BEEN SECURED. FTc- IF AT ANY TIME A PORTION OF THE ACCEPTED
SCHEDULE IS FOUND TO CONFL' THE C&-IRACT PROVISIONS, IT SHALL, UPON
REQUEST BE REVISED BY THIS .ACTOR AND THE WORT( SHALL BE PERFORMED IN
COMPLIANCE WITH THE CONTRACT 'IONS.
PAYMENTS OF ANY FURTHER ESTIMATES 10 THE CONTRACTOR AFTER SUCH REQUEST IS MADE
AND' MAY BE TIL ANWITHIEL,APPROVED
MODIFIEDTHE WORK
ACCORDING TO PROVIDED
TVHE A;_,By THE EPTED SCHEDULE CONTRACTOR
CONSTRUCTION OR APPROVED MODIFICATION" THEREOF, IS HEREBY WADE AN OBLIGATION
OF THE CONTRACT.
1
PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION
PRIOR TO THE START OF CJNSTRUCTION, THE CONTRACTOR, ENGINEER, ALL
SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED
' DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND
DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A
REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW
PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND
DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION -ONFERENCE.
t8-1.04 NOTICE TD PROCEED AND PROSEOTIO n WOW (ADDITIONAL SECTION)
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO
COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROAIDED TO THE POLICE AND
FIRE AUTHORITIES AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY
RIGHT-OF-WAY, THE. CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO
THE CONSTRUCTION A AREA, INDICATING THE DURATIUN AND PROPOSED TIME OF ACCESS
C- ',URE TO THEIR PROPERTY,
81.05 TIME OF COMPLETION (A_mrTT )I SEETtnu)
THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN
ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME
' NOTED IN "+E CALL FOR BIDS
' SP 16 ReVised 3/54
PROVIDED, HOWEVER, THAT THE CITY COUCIL SWY,L HAVE THE RIGHT UPON REQUEST OF
THE PUBLIC WOWS DEPARTMENT, CITY OF EENTON. WMSNINGION, TO EXTEND THE TIME OF
COMPLETION OF SAID WOW. NO EXTENSION SHALL BE VALID UNLESS TER SAFE BE IN H
WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT 1C rUCH EXTENSION BY THE SURETY
ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WOW OR
MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOP VCR CLAIMING AN
EXTENSION OF TIME FOR THE COMPLETION OF THE WORT(, AND SMAL RELEASE THE '
CONTRACTOR FPM DAMAGES OR LIABILITIES FOR FAILURE 10 COMPLETE WORT( WITHIN
THE TIME RE;. .REO.
RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S BIRTHDAY, ,
WA�HINGTOW S BIRTHDAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DA' ,
THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMA. EVE AND CHRISTMAS DAY. TIE
DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY LMPLOYEES WHEN CHRISTMAS DAY ,
OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CERISTMAS SHALL BE A HOLIDAY FOR
CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY.
WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PROCEEDING WORKING DAYS SWILL '
BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO
WOWING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS.
ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE t
DELETED AND COIO.
8-1.09 LIQUIDATED DWVV i4JITIONAL SECTION) 1
THE LIQUIDATED DMAGES D. 40T INCLUDE, C"D ARE IN ADDITION TO, DAMAGES FROM
COSTS FOR INS:'_C1ION, SUPERVISION, LEGAL ErLNSE, AND COURT COSTS INCURRED ,
BEYOND CONTRACT COMPLETION DATE. THE CO51 OF ADDITIONAL INSPECTION AND
SUPERVISION SHALL BE AN AMOUNT EQUAL 10 ACTUAL SALARY COST PLUS 100 PERCENT
FOR OVERHEAD. '
8-1.11 OVERTIME WORT( BY OWNER EMPLOYEES (REPLACEMENT SECTION) ,
WHEN THE CONTRACTOR PERFORMS CONSTRUCIION WORK OVER THE ACCEPTED 8 HOURS PER
DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES
INSPECTION, THEN THE LONTR,`.C10R SHALL RLIHRURSE THE CITY AT THE RATE OF $50 '
PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHC+.ITY IN DETERMINING THE NECESSITY
OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR Of INTENT
AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY '
ESTIMATE.
8-1.1Z CONTRACTOR'S 'LANT AND EQUIPMENT (REPLACEMENT SECTION) ,
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIFb E FOR THE ADEQUACY,
EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRAC70R'S PLANT AND t
EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S
PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK.
SP 17 Revised '/84
iTIE USE OF SUCH PLAN' AND EQUIRENT SMALL BE CONSIDERED AS EXTRA WORK AND PAID '
FOR ACCORDINGLY. .
NEITHER TIE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, F
c T!E TIME CONTRACTOR'S OPERAT IONS HAVF CU?eEMICTEHE
THE SECURITY OF THE SITS FFM T HE MIORK C TTE. ENGINEER AND THE OWNER' AND
UNI IL FINAL ACCEPTANCE OF MEASURES AS ADOIT ZONAL FENCING, FORES. THE
CONTRACTOR yALI EMF�LO SOUEEH45 NECESSARY FOR THE PUBLIC SAFETY AND
WATCHMAN SERVICE. HIS PLANT AND EQUIPMENT. THE OMRER WILL BE
PROTECTION OF THE SITE AND
tPROVIDED KEYS FOR ALL FENCED. SECURED AREAS.
"REPLA 441 SECTION,,
• t. t3yD11 TO H SHALL SUPERVISE THE
ATTENTION TD AND ANU WHEN HE IS NOT
THE CONTRACTOR SHALL GIVE HIS PERSONAL BE ,-OSECURED FAITHFULLY REASONABLE TIMES TO
WORK TO THE END THAT ITt LLpORK. HE SMALL AT ALL TV TO
' PERSONALLY pRESENI ON TENT SUPERINTENDENT MUOANDL I.SO WITHOUT OEIA FULL IY, AND
REPRESENTED BY A CpFD TO SUPPLY MATERIALS, TOOLS,
EXECUTE THE SAME,
WHO SHALL BE THE LEGAL REPRESENTET IVc- OF TIE CONTRACTOR. iDE CONTRACTORS L
TO LIA E FOR THE F IFU
F10RIZE0 REPRESENT AT IVERYAFCE OF ANY INSTRUCT TONS DELIVERED TO HIM OR
HIS
' T10NAH SECTION)
q 1 Ol 0.S c N1 uF 0.L°NT IT IES tA� THE PURPOSE OF CALCULATING
THAT ARE REQUIRE- FOR ENGINEER AT THE `IME OF
ALL DELIVERY TICKETS RECEIVED BY HE
QUAN11IIES FOR PAYMENT MUST I OE DN TICKETS TURNED IN AFTER DATE OF DELIVER
DELIVERY. ND PAYMENT WILL BE
OF NAIERIAL.
A. BY TRUCKNOT SHOW TE
MADE FOR DELIVER CDA� ND IN
SPEClOR'S
OF
PAYMENT WILL NOT B: TARE WEIGHT, TRUCK NLUMF`
MATERIAL, GROSS WEIGHT,
' INITIALS. PRO>F',CS
THE AS
SCALE CERTIFICATION SMALL BE SUBMITTED AS EARLY IN
POSSIBLE. NLRISER,
TIME,
EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF TFE TRUCK
MAINTAINED IN DUPLILATE WITH ONE SIGNED COPY
TRUCKS PROVIDING MATERIAL TO THE PROJECT-
DATE, AND WEIGHT OF ALL
WEIGHT LIST SHALL AITENWI. IN ISOIATEO CASES
TRANS SCALE WEIGHT IS NOT
AVAILAIE. INSPECTOR SHALL WASIK THE
TRANSMITTED DAILY TO THE CITY BLE, T
BY THE
ERE
TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. j
' SF IS ReVISed 3I84
i
Union Ave. N. E. f roris N. E. 19
Bid P rG1po,:� a] F Spec ti 2 of 2
B. BY OTHER MEANS '
METHOD FOR MEASUREMENT TAD PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY
ANY OIFER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE '
AWARD OF THE CONTRACT.
9-1.03 SCOPE OF PAYMENT (MODITIONAL SECTION) '
ARR CWTS AM EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING '
INSTALLATIONS, NOT IDENTIFIED AS 010 ITEMS IN THESE SPECIFICATIONS SWILL BE
INCIOEM.TAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL HE WMOE FOR
THESE INCIDENTAL ITEMS.
9-1.0" OMER'S RITM TO WITHHOLD CERTAIN ANOINTS (AODITIOWLL. SECTIDNI '
PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UN11L A WORT( PROGRESS SCHEDULE, ,
AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED.
IN THE EVENT TWIT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS 1
OR SPECIFICATIONS, THE CITY MAY HAYE THE OPTION TO ACCEPT SUCH MATERIAL OR
WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE
BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGUTIATE PAYMENT OF A LOWER '
UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP.
1
1
1
SP 19 Rw1sMM 3/9.
1
I
i
i
1
1
TECHNICAL PROVISIONS
r
1
1
1
1
1
r
r
r
r
1
1
I
e
TECHNICAL PROVISIONS
INDEX
SECTION:
i
SECTION 7 -GAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
7-1.06 PERMITS AND LICENSES
SECTION 5 CONTROL OF NOW
1.05 CONSTRUCTION STAKING
SECTION 12 CLEARING AND GRUBBING
12.3 CLEARING AND GRUBBING
12.3.02 CONSTRUCTION DETAILS
12.3.03 MEASUREMENT AND PAYMENT
SECTION 23 CRUSHED, SURFACING, BALLASTING, AND STDCKFILING
231 DESCRIPTION
23:2.02 BALLAST
23.3.04 DEPTH OF LAYERS
23.3.1`_ WATER
23.5 MEASUREMENT AND PAYMENT
SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS
52.2.01 GENERAL
52.2.C3 REMOVAL OF ASPHALT CONCRETE PAVEMENT
52.3 PAYMENT
SECTION 54 PAVEMENT PATCHING
54.1 DESCRIPTION
54.1.01 GENERAL
54.3.03 P.IGIC TYPE PAVEMENTS RESURFACED WITH
ASPHALT CONCRETE
54,3.Ou ASPHALT CONCRETE STREETS ON GRANULAR BASE
54.3.06 INCIDENTAL WORK
54.4 MEASUREMENT AND PAYMENT
SECTION 72 PIPE AND FITTINGS FOR WATER MAINS
721 DESCRIPTION
72:3.01 PIPE
72.3.01A DUCTILE IRON PIPE
72.3.02 FITTINGS
72.3,02A DUCTILE IRON PIPE
1
1
SECTION 73 TRENCH, EXCAVATION, FOUNDATION, BEDDING, t
AND BACKFILL FOR W nR MAINS
73.2.04 BANK RUN GRAVEL FL.,. TRENCH BACKFILL'
73.3 EXCAVATION
73.3.01 GENERAL
73.3.06 EXISTING UTILITIES '
3.3.07 TRENCH EXCAVATION
73.3.07A ROCK EXCAVATION
73.3.09 REMOVAL AND REPLACEMENT OF UNSUIIABI.E MATERIALS t
73.3.10 BEDDING THE PIPE
73.310A RIGID PIFE
73.3.11 BACKFILLING TRENCHES
73.3.12 COMPACTION ,
73.4 MEASUREMENT
73.4.03 BAN; RUN GRAVEL FOR TRENCH BACKFILL
73.5 PAYMENT '
73.5.04 BANG RUN GRAVEL FOR TRENCH BACKFILL
73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL
SECTION 74 PIPE INSTALLATION FOR WATER MAINS '
74.1.01 ALIGNMENT
74.2 CONSTRUCTION
74.2.02 HANDLINC OF PIPE
74.2.09 CONNECTIONS
74.2.09A TO EXISTING MAINS '
74.2.11 HYDROSTATIC PRESSURE TEST A LEAKAGE TEST
74.2.12 DISINFECTION OF WATER MAINS
'T4.2.12B REQUIREMENT OF CHLORINE
74.2.12P DECHLORIKATION '
74.2.13 CONCRETE BLOCKING
74.4 PAYMENT
74.4.02 PAYMENT - SLOW OFF ASSEMELY '
SECTION 75 VALVES FOR WATER MAINS
75.2.03 GATE VALVES t
75.2.06 VALVE BOXES
74.3 INSTALLATION OF VALVES
75.4 PAYMENT
SECTION 77 FIRE HYDRANTS
77.2 MATERIALS
77.2.C1 MATERIAL FOR HYDRANTS
77.2.02 END CONNECTIONS
77.02.06 SIDEWALK FLANGE CONSTRUCTION '
77.3 CONSTRUCTION DETAILS
77.3.01 SETTING HYDRANTS
77.3.02 HYDRANT CONNECTIONS
77.5 PAYMENT ,
SECTION 78 SERVICE CONNECTIONS
78.1 GENERAL
78.3 CONSTRUCTION
-TP-2 '
f
KING COUNTY REAL PROPERTY DIVISION
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D E�nrY
APPLICANT
ADORES$ —.--_:lii.16t:1 A1cPOi! :.., f riFlf�i. --AfONF NO
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IONOAMOUNT__ r1
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bACn't`LL 7� 7Y1 Lt 11IDA txmv4 RE'A.
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' 7.1,06 PERMITS AND LICERSES (SUPPLEWXAL SECTION)
COUM PERMIT REOUIREWxN , TO BE ADDU MFEN RECIEVED
1
-TP-9
r
SECTION S
GOIRR01 r
5.1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION) r
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A
ppOFESSIJNAL. LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING IN ,
CONJUNCTION WITH THE PROJECT.
THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY r
CENTERLINE, WATERMAIN ALIGNMENT, LOCATION OF VALVES, TEES, BENDS AND
FITTINGS, PLUS ALL OTHER STAKING HEELED TC CONSTRUCT THE IMPROVEMENTS.
r
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE
STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RESTAKING, NEELLD. r
THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND
VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING.
THE CONTRACTOR'S SURVEYOR SHALL PROVIDE A COPY OF THE FIELD NOTES WHICH r
SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE WATER SYSTEM CONSTRUCTED
UNDER THIS CON^.PACT. THESE NOTES SHALL CONTAIN AS A MINIMM THE CENTER
LINE STATION ANT OFF-SET AND CUT TO EACH TEE, VALVE, BEND AND HYDRANT r
AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAM
ACCURATE AS-CONSTRUCTED RECORDS OF THE PROJECT.
THE LIMP SUN UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL r
COMIPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO
THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED r
AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MALE
IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED
AS DETERMINED BY THE ENGINEER. ,
r
r
r
r
r
r
.TP-4
! SECTION '? C ripl . AH?_fR iPRTw.r.
! 12.3.02 CONSTRUCTION DETAILS (ADDITIONAL SECTION)
CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE SHALL BE
ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MOVE IN WITH EQUIPMENT AND
! MATERIALS.
THE CONRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE OF IT AT A SITE WHICH
K:ETS STATE AND COUNTY STANDARDS. 140 ON-SITE' BURNING
PERMITTED. THE CONTRACTOR SHALL CLEAR AND ((''UBB AREAS WONLY BAS NECESSARY
FOR ACCESS, EXCAVATION, AND STORAGE OF EXCAVATED MATERIAL, AND FOR
STRORAGE OF EQUIPMENT AND! WORK. THE CONTRACTOR SHALL GRUB AS REQUIRM R ACCOMPLISHING In
NECESSARY TO KEEP ORGANIC MATTER OUT
OF THE BACKFILL MATERIALS.
! 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION)
! THE COST OF CLEARING AND GRUBBING SHALL BE CONSIDERED INCIDENTAL TO THE
CONSTRUCTION OF THE PROJECT.
!
!
!
!
!
!
!
!
!
!
-TP-a
1
CcrT1nN �; rRI1CIFf CIRi�INC BALL!n'ING AM' Cf[�CI(P 1? 1
23.1 DESCRIPTION (ADDITIONAL SECTION)
EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACES WITH CRUSHED 1
ROCK SURFACING
(5/8 INCHES
THE I THAT ACE, HH ��
OF 3-INCHES IS ON SHOULDERS.
FNISHEDSURFASHALL MATCH
SLOPE, CROWN, AND GRADE OF THE EXISTING SURFACE. 1
23.2.02 BALLAST (REPLACEMENT SECTION)
BALLAST AND MAINTENANCE ROCK WILL NOT BE REWIRED 1
23.3.04 DEPTH OF LAYERS (ADDITIONAL SECTION)
ALL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL BE ADEQUATELY 1
BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK. ALTERNATE
BLADING AND ROLLING SHALL CONTINUE UNTIL THE REQUIRED F1Ni SHED SURFACE 1
AND DENSITY IS OBTAINED.
23.3.15 WATER (PU.IAL REPLACEMENT SECTION) 1
WATER SHALL BE ADDED DURING THE: ROLLING OPERATIONS, AS NECESSARY, TO
OBTAIN NECESSARY COMPACTION REQUIREMENTS.
23.5 PAYMENT (REPLACEMENT SECTION) 1
FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH MINUS) SHALL 1
BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON,
PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISNING AND
INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. 1
CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION
54, PAVEMENT PATCHING.
1
1
1
1
1
1
1
_T" 1
' SECTION S2 REMOVAL OF EYISTrur CTRcct r 01"I•
52.2.01 GENERAL (ADDITIONAL SECTION)
THE CONTRACTOR SHALL INFORM APE SATISFY HIMSELF AS TO THE CHARACTER,
QUANTITY, AND DISTRIBUTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING
PAVEMENT SHALL COVER ALL TYPES AND THICKNESSES OF PAVEMENT.
52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION)
CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES, TO A MINIMUM WIDTH
WHICH WILL PERMIT THE PROPER UCAVA410% AND BRACING OF THE TRENCH AND
' ALLOW FOP PASSAGE OF VEHICULAR AND PEDE TRIAR TRAFFIC. ALL PAVEMENT
CURS SHALL BE SMOOTH STRAIGHT LINES (SAW CUT), OR TO THE NEAPF.ST
CONSTRUCTION JOINT, AMD SHALL HAVE CLEAN, VERTICAL FACES.
' 52.3 PAYMENT (REPLACEMENT SECTION)
THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE
tCONTRACT COST.
1
—TP—T
SECTION S4 PAVEMENT PArr�� ,
54.1 DESCRIPTION (REPLACEMENT SF'TION)
CITY STAWDARDS SHALL BE USED WHERE MODIFICATION OF THE APWA STANDARD
SPECIFICATIONS ARE APPLICABLE.
IMS, STREETS,
RIVEWAYS
REMOVED, BROKEN,DCAVED-IN, LED,ON OTHE AND �I���ApUE TO ih '
INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRACT, SHALL BE
REPAIRED AMC RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAPED ,
AREAS AS SET FORTH IN THESE SPECIFICATIONS.
IMMEDIATELY AFTER THE TRENCH BACKFILI.ING AMC COMPACTING PAS BEEN
COMPLETED SPECIFIC AREAS ON THIS PROJECT, WHERE DIRECTF " THE '
ENGINEER,SHALL BE TEMPORARILY PATCHED AND SHALL BE MAIN."_.TD AT ALL
TIMES UNTIL FINAL PATCHING.
54.3.01 GENERAL (ADDITIONAL SECTION) '
ALL SHOULDER AND PAVEMENT RESTORATION WITHIN THE KING COUNTY PUBLIC ,RlGHT-OF-WAY SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE TRENCH REPAIR
DETAILS OF THE KING COUNTY DEPARTMENT OF PUBLIC WORKS.
54.3.03 RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONChETE (ADCITIOKAL SECTION) ,
MINI" THHICCKNEESSHOFN2 INLELSICFCASPHEAL'ICACOh REYE OVEF RIGIC SHALL DPAYE?tEAT
AFTER COMPACTION. ,
THE ASPHALTIC CONCRETE SHALL BE ROLLED AND CROSSROL ED Tp OBTAIN '
THOROLGH COMPACTION.
54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE (ADDITIONAL SECTION)
ALL BITUMINOUS STREET SURFACES SHALL ME ,
INCLUCING LIGHT BITUMINOUS TREATED ROADWARESTORED WITH CUSS "B" ASPHALT,
YS. EXISTING PAVEMENT OR
PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE TWO (2) FEET OR LESS '
CFMINIMMW THE 3.U(ISTING PAVEMENT REMAINS SHALL BE REMOVED AND RESTORED FOR A IDTH OF FIVE (5) FEET IN THE ROADWAY FROM THE ORIGINAL EDGE OF
ASWITH
P�TIC CONCREETE CLASS "B" OVER 4ING ASPHALTIC EINCES OF CRUSHED ROCKTE SURFACES SHALL BEATCHED BASE COURSE.
TEMPORARY MC COLD PRE-MIXED ASPHALTIC CONCRETE SHALL BE REQUIRED IN ALL, ,
PAVEP",ENT AREAS. ,
-7P-8
' SECTION 54 (Coln'.)
5u,3.06 INCIDENTAL WORK (ADDITIONAL SECTION)
THE ENDS AND EDGES OF THE PATCHEC AND RESURFACED AREAS SHALL MET AND
MATCH THE EXISTING SURFACE AND GRADE AND SHALT. TERMINATE IN NEAT, E%eN
' LINES PARALLEL TO, AND AT RIGHT ANGLES TO, THE ROADWAY. NO PIECEMEAL
PATCHING OR REPAIR WILL BE ALLOWED. DAMAGED, DISTURBED, OR OTHERWISE
AFFECTED AREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMEL BACK TO
PROVIDE CLEAN, SOLID, 1IF.TICAL FACES FREE FROM Lt)OSE MATERIAL.
54.4 NEASUREMENI AND PAYMENT (REPLACEMENT SECTION)
' ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AK PAID FOR AT
THE CONTRACT PRICE, PER TON OF ASPHALT ,.ONCRETE, AND PER TON CF CRUSHED
ROCK; PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE
' RESURFACING COMPLETE, INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND
CONNJECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK COAT, FINISHING, AND
ALL NECESSARY INCIDENTAL WORN.
' FURNISHING AND INSTALLING MC COLD MIX SHALL BE CONSIDERED INCIDENTAL TO
THE CONSTRUCTION OF THE PROJECT.
' THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 5 FEET, EXCEPT AS
REWIRED BY CITY STANDARDS. ANY PATCHING DONE BEYONC THIS LIMIT WILL BE
DONE AT THE CONTRACTOR'S EXPENSE.
1
—TP-9
=19" PIPE Ur FTTTI�S FOR Ne rca NAIN� '
72.1 ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IEREIN, ARE IP
REFERENCE TO "NOMINAL" DIAMETER, UNLE".S OTHERWISE INDICATED.
ALL PIPE SHALL BE FAPRICATED TO FIT THE PLAN SHOWN ON THE DRAWINGS. ,
WHERE RELOCATION OF, OR REPLACEMENT OF, EXISTING PIPING IS NECESSARY
DURING CONSTRUCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT TO
THE APPROVAL OF THE CITY. '
72.3.01 PIPE
72.3.01A DUCTILE IRON PIPE (PARTIAL 6EPLACENENT AHD ADDITIONAL SECTION) 1
Y" TO 12" PIPE SHALL BE 1/16" CEMENT LINEL. '
THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980 (AWWA
C111-W). PIPE JOINTS SHALL BE PUSli-OR JOINT, MECHANICAL JOINT, OR AS
SHOMIR ON THE PLANS. '
ALL PIPE SHALL BE AWWA THICKNESS CLASS 52.
72.3.02 FITTINGS t
72.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION)
JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI SPECIFIC.
'
A21.11-1980 (AWWA C111-8C) OR FLANGED JOINT AS PER ANSI A21.15-1982(AWWA C111-80) WITH RUBBER GASKETS. '
FITTING JOINT'S ARE SHOWN ON THE PLAkv.
1
-TP-IC '
tSECTION 77 TRFRCh. EXrdVATIOV. FliUNCATION BEDDING A BA(_fILL FOR YES R nTN
73.2•04 BAN( RUN GRAVEL FOR TRENCHBACKrTLL (ADDITIONAL SECTION)
TRENCH BACKFILL FOR THE PIPE SHALL. CONSIST OF CRUSHED OR
NATURALLY—OCCURRING GRANULAR MATERIAL FROM SOURCES SELECTED BY THE
CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAR. SHALL BF SUBJECT TO
APPROVAL BY THE CITY. TRENCH BACKFILL SHALL WET REQUIREpvwTS FOR BANK
RUN GRAVEL, CLASS "B", IN ACCORDANCE WITH 5ECIION 26 OF THE STANDARD
SPECIFICATIONS.
73.3 EXCAVATION
'<•z•rt GENERAL (ADDITIONAL SECTION)
THE CITY SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVING,
PLACING, AMID DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE
SUITABILITY OF MATERIAL TO BE USED AS BACKFILL.
' 73.3.06 EXISTING UTILITIES (ADDIIIONAL SECTION)
THERE ARE V;;FIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS WHERE THE
' NEW WATER WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ELEVATION
ANC LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION
RECORDS WHICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR
CONNECTION LOCATIONS MUTT BE EXCAVATED AMID VERIFIED BY THE CONTRACTOR
PRIOR TO LAYING OF PIPE IN THE NFAR VICINITY OF THESE
CROSSING/CONNECTIONS.
' 73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION)
TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO INTERCEPT OR
DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMDTION OR CONDITION OF THE
Wow.
THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER,
QUANTITY, AND DISTRIBUTION OF ALL MATERIALS TO BE EXCAVATED.
73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION)
ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN OBJECTS, OR
UNSUITABLE MATERIALS ENCOUNTERED SHALL. BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE CITY.
73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTION:
ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SITE
APPROVED BY THE CITY.
' IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL I5 ENCOUNTERED AT THE
TRENCH BOTTOM, THE CITY MAY DIRECT THE USE OF SUITABLE FOUNDAT:ON
MATERIAL. UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE CITY TO GIVE BACKFILL FULL BEARING ON SOLID GROUNC. OLD
FILLS, WASTES, OR UNSUITABLE MATERIALS, INCLUDING LOGS, STUMPS, PEAT, OR
MUCK, WILL BE EXCAVATES WHEN, IN JUDGEMENT OF THE CITY, THESE MATT.ITALS
WILL IMPAIR THE STABILITY OF THE HACKFILL.
—TP-11
SECTION 7A (CORI.) '
WET TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED AS AN INDICATION
OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL BE CLASS "A" OR "B" '
THE TRENCH HALL BE DE-WATERED AND INSPECTED BY THE CITY TO DETERMINE
THE SUITABILITY OF THE TRENCH MATERIAL.
73.3.10 BEDDING THE PIPE ,
73.3.10A RIGID PIPE (ADDITIONAL SECTION)
THE BOTTCM OF THE TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT THE BOTTOM '
QUADRANT OF THE PIPE THPOUGHOUT THE ENTIRE PIPE LENGTH.
SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF DUCTILE IRON PIPE ,
PROVIDED IT CONFORMS TO SECTION 73.2.02A.
73.3.11 BAOKFILLING TRENCHES (ADDITIONAL SECTION)
TRENCH :ACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY STANDARDS.
EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTER, BROKEN t
BITUMINOUS SURFACING, STONES LARGER THAN 6 INCHES IN DIMENSION, AND
OTHER DEBRIS SHALL BE USED FOR BACKFILL EXCEPT WHERE OTHERWISE REQUIRED.
73.3.12 COMPACTION (ADDITIONAL SECTION)
INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING
8 INCHES IN DEPTH, AND EACH LAYER SHALL BE THDROUGHLi COMPACTED BY
MECHANICAL TAMPERS TO AT LEAST 95 PERCENT OF WIM1M CRY DENSITY ..T ,
OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION
TEST, ASTM D698, METHOD D. ALL WORK RELATED TO THE TESTING OF THE
COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL BE TAKEN '
IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL BE SELECTED
BY THE CITY; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE
PROVIDED BY THE CITY AT NO EXPENSE TO THE CONTRACTOR. SHOULD ONE OR
MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS
WILL BE TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR'S EXPENSE .
INPTACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE WITH ASTM t
D1556, EXCEPT AS OTHERWISE APPROVED BY THE CITY. TESTING FOR COMPACTION
IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE Wilts THE TESTING AS STATED
IN THE PARAGRAPH ON INITIAL BACKFILL. ,
WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-WAY, THE APPLICABLE
AGENCY'S SPECIFICATIONS FOR COMPACTION SHALL. BE FOLLOWED BY THE
CONTRACTOR. '
73.4.03 MEASUREMENT
73.403 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) '
MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALL BE BY THE '
TON, SCALE WEIGHTS.
-TP-12 '
' SECTION 73 (CON.)
73.5 PAYMENT
' 73.5.04 BANK RUh GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION)
' THE PRICE PER TON SHALL BE FULL COMP1113ATION FOR FURNISHING AND PLACING
THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF' THE STANDARD
SPECIFICATIONS. NO SEPARATE PAYMENT ✓F ANY KIND WILL BE MADE FOR
COMPACTING, WETTING, DRYING, WATER, PROCESSING OF MATERIALS, OR REMOVAL
tOF UNSUITABLE SOILS.
SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES
' WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH THE NATIVE
MATERIAL OR IMPORTED BACKFILL, AS DIRECTED BY THE CITY AND IT THE
CONTRACTOR'S EXPENSE.
' IMPORTED BACKFILL SHALL BE PLACED nNLY IN THOSE PLACES DESIGNATED BY THE
CITY. NO PAYMENT WILL BE MADE lDR MATERIALS REPLACED OUTSIDE CF THE
VERTICAL PLANSES, 1 FOOT OUTSIDE OF AMID PARJ.LIEL TO THE BARREL OF THE
' PIPE AND NOT THE BELL. OR COLLAR. NO PAYMENT SHALL BE MADE FOR MATERIAL
WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED.
' 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION)
SAME CONDITIONS AS 73.5.04.
t
1
SECTION 74 PIPE INSTALLATION FOR WATER MAIN: ,
74.1.01 ALIGNMENT (SUPPLEMENTAL SECTION) '
THE LOCATION OF THE WATER MAINS, V:r.VES AND FITTINGS, INCLUDING
MODIFICATIONS, WILL BE STAKED BY THE CONTRACTOR'S SURVEYOR TO THE LINE '
AND GRADE SHOWN ON THE PLANS. PIPES SHALL BE LAN TO SPECIFIED GRADE
AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED SHALL BE MADE AT
THE CONTRACTOR'S EXPENSE.
74.2 CONSTRUCTION 1
74.2.02 HANDLING OF PIPE (ADDITIONAL SECTION) 1
JOINTING SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. THE OPEN
ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPORARY WATERTIGHT t
PLUG WHENEVER WORK IS STOPPED AND/OR WHEN WATER IN THE TRENCH THREATENS
TO ENTER THE PIPE. THE INSPECTOR WILL STOP WORK UNLESS AN APPROVED PLUG
IS ON SITE AND AVAILABLE.
74.2.09 CONNECTIONS ,
74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) ,
CONNECTIONS TO EXISTING PIPING AND TIE-IN: ARE INDICATED ON THE
DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, '
AND ELEVATIONS TO ASSURE PROPER FIT.
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL
CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR '
SHALL PERFORM THE EXCAVATION BEDDING, AND BACKFILL AM PROVIDE CONCRETE
BLOCKING FOR THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. THE ACTUAL
CONNECTION TO THE EXISTIM; MAINS, AND THE OPPERATION OF LIVE WATER '
VALVES SHALL BE DONE ONLY BY CITY OF RENTON WATER DEPARTMENT PERSONEL
74.2.11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION)
ALL WATER IMIRS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC
PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL
OPERATE, IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL '
PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND
PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE
FURNISHED AND OPERATED BY THE CONTRACTOR. '
THE PIPELINE TRENCH SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT
OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND
SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE ,
PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND
INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING.
THE MAINS SHALL BE FILiED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE t
FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE
LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER
NECESSARY TO FILL Tl- PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY '
WHEN SUFFICIENT QUANTIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM
OPERATION.
-TP-14 ,
SECTION 74 (CON .)
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BH. CXPELIFD
CCMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS
ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHAH INSTALL
CORPORATION COCKS AT SUCH POINT' SO THAT THE AIR CAN BE EXPELLED AS THE
' LINE IS FILLED WITH HATER. AFTER ALL THE AIR HAS BEEN EXPELIFD, THE
COPPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE
CONCLUSION CF THE PRESSURE TEST, THE CORPORATION COCKS SHAL:, BE REMOVED
hit PLUGGED.
THE TEST SHALL BE ACCOMPLISHEL BY PUMPING THE MAIN UP TO THE REQUIRED
PRESSURE; STOP THE PUMP FOR : MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF
' 60 MINUTES AS DIRECTED By THE OWNER, AND THEN PUMP THE MAIN UP TO THE
TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHAM BE
OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SMALL BE USED
FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED.
THIS MAKEUP WATER SHALL BE STERLIZED BY THE ADDITION OF CHLORINE TO A
CONCENTRATION OF 50 MG1L.
' THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HLYDROSTATIC
PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN
OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS
CAN BE MADE BY THE OWnR OR, 2) BY PUMPING THROUGH A POSITIVE
DISPLACEMENT WATER METER 41TH A SWEEP UNIT HANG REGISTERING ONE GALLON
PER REVOLUTION. THE MMR SHALL. BE APPROVED BY THE OWNER.
tACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS:
1.THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER
iC- GALLONS PER HOUR AS LISTED IN THE FOLLOHvING TABLE.
2.THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST
PEEIOC.
1
' _TP_15
SECTION 74 (CONS,)
it +BLc LE�(ACE PEA 100: FT OF PIPELINE* - GPH t
_ Nominal Pi.�,T xmeter - Zr.. ,
Average Test
Pttsaum-psi 6 8 1C 12 16 2C 24
450 0.95 1.27 1.59 1.91 2.5� 3.18 3.82
400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 ,
350 0.84 1.12 1.40 1.69 2,25 2.81 3.37
275 o.75 1.00 1.24 1.49 1.99 2.49 2.99
250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 ,
225 0.68 0.90 1.13 1.35 1.80 2.4 2.70
200 0.64 0.65 1.06 1.28 1.70 2.12 2.55
a IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE
ALLDu&BLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOP EACH SIZE, OF
FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN =TION
74.2.11 OF THE STANDARD SPECIFICATIONS.
WUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT
A LABORATORY BY THE OWNER. ,
ANY VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE
SATISFACTION OF THE OWNER REGARDL.E.�S OF THE ALLOWABLE LEAKAGE SPECIFIED ,
ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST
SUCCESSFULL7 AS SPE:71ED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE,
LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINL.
ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND
PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETES,,
EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING
THE PRESSURE BEYOW,, THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF
THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE FRESSURE
COMES AGAINST THE VALVE BEING. CHECKED. THE CONTRACTOR SHALL VERIFY THAT
THE PRESSURE DjFERENTIAL ACROSS THE VALVE DOES NOT FACEET THE RASED
WORKING PRESSURE OF THE VALVE.
SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1.500 FEET. THE
OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000
FEET IN LENGTH, INSTALLED BY EACH OF M CONSR,ACTOR'S CREWS, BE TESTED
IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL KIT
BE CONTINUED MORE THAN AN AD;IITIONAL 1,000 FEET UNTIL THE FIRS SEC?ION
SHALL HAVE BEEN TESTES CUCCLSSFULLY.
PRIOR TO CALLING OUT THE OWNEH TO WITNESS THE PRESSURE TEST, THE '
CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOP
OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMEL THE TEST TO ASSURE THAT
THE PIPE IS IN A SATISFACTORY CONDITION. ,
-TP-16
' SECTION 74 (CONT.)
DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF
HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT HIS
EXPENSE. WHENEVER IT I5 NECFSSARY TO REPLACE DEFECTIVE MATERIAL On
CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RE-RUN AT THE
' CONTRACTOR'S EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINED.
4.2.1c' DISINFECTION OF WATER MAINS (PARTIAL REPLACEMENT SECTICAl
DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REWIRED PRIOR TO
COMPLETION OF THE PROJECT AND SHALL BE IN ACCORDANCE WITH AWWA STANDARD
SPECIFICATIONS C6014-81 AND SHALL MEET THE ACCEPTANCE OF THE STATE OF
' WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES.
L'ISINFFCTION OF THE ENTIRE WATER SYSTEM INSTALLED OR DISTURBL.D UNDER
' THIS CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES,
IS REOUIRF' -O CONFORM WITH THE SPECIFICATIONS STATED HEREIN.
' 74.2.12B REQUIREMENT OF CHLORINE (REPLACEMENT SECTION)
THE IK:TIAL CONCENTRATION OF CHLORINE IN THE WATER SHALL BE 60 PARTS PER
MILLION, AND THIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 FLOURS.
i74.2.12p DEOHLORINATION (SUPPLEMENTAL SECTION)
DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED
IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS
DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED
INTO THE STORM DRA:RAGE SYSTEM OR ANY WATERWAY.
74.2.13 CONCRETE BLOCKING (ADDITIONAL SECTION)
' PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL
ANGLE POINTS. CONFORM TO THE STANDARD DETAIL FOR GENERAL BLOCKING
HEREIN AND THE APWA STANDARD DETAILS FOR VERTICAL BLOCKS. ALL FITTINGS
' TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC.
CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER
ACCEPTABLE FORMING MATERIALS 0.NR, SHALL NOT 9E POURED AROUND JOINTS. T!:E
FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE RODS, WHERE
" IRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE
RODS SHALL BE GALVANIZF' OR COATED WITH TWO COATS OF ASPHALT VAPNISH.
PAYMENT
THE PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF SIZE
AND QUANTITY LISTED, SHALL CONSTITUTE FULL COMPENSATION FOR THE WATER
' LINE, IN PLACE, COMPLETE, INCLUDING: ALL PAVEMENT REMOVAL, :OUNDATION
PREPARATION, PIPE, PIPE LAYING, AND JOINTING; SHEETING, SHORING, AND
DE-WATERING, CONNECTIONS TO EXISTING PIPING, AND FURNISHING AND
' INSTALLING ALL FITTINGS. CONCRETE BLOCKING SHALL BE MEASURED AND PAID
FOR AT THE UNIT PRICE PER CUBIC YARD. SHACKLE RODS SHALL BE INCIDENTAL
TO THE PROJECT. PAYNEN'T SHALL CONSTITUTE FULL COMPENSATION FOR
FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE.
-TP-17
74.4.02 PAYMENT - BLOW OFF ASSEMBLY (ADDITIONAL SECTION) '
IT SHOULD BE NOTED THAT THERE ARE THREE TYPES OF BLOW-OFF ASSEMBLIES AND
THEY ARE AS FOLLOWS: 1. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL RE
REMOVED WHEN TIE-IN OCCURS. THESE WILL BE CONSIDERED INCIDENTAL TO THE
PROJECT. 2. TEMPORARY 8LOW-OFF ASSEMBLIES THAT WILL REMAIN, WHICH WILL
BE PAID PER EACH. 3. PERMANENT BLOW-OFF ASSEMBLIES THAT WILL REMAIN, '
SUCH AS THOSE AT THE END Lf CUL-DE-SACS, ETC. WHICH WILL BE PAID PEP
EACH.
t
1
-TP-18 ,
ISECTION TS VALVES FOR WATER MAULS
75.2.03 GATE VALVES (ADDITIONAL. SECTION)
VALVES SHALL BE DESIGNED FOR ' MINIMRC WATER OPERATING PRESSURE OF 200
PSI. GATE VALVES SHALL BE IOWA LIST 14, MUELLER CCMPANY NO. A-238C,
PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M A H.
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTA!NED PRIOR
TO BID OPENING.
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST
IRON GATE VALVE BOX AND EXTENSIONS, AS REWIRED. ALL 12" DIAMETTER AND
LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WAIL: STANDARD
DETAIL FOR 12" GATE VALVE ASSE�L.Y VAULT AND 1" BYPASS INSTALLATION.
' 75.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION)
ALL VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS. VALVE MARKER POSTS
' SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS
WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK
OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FABRICATED AND INSTALLED
IN CONFORMANCE WITH THE STANDARD DRAWING ENIiTLED "GENERAL MISCELLANEOUS
DETAILS" WHICH IS INCLUDED IN THIS DOCUMENT.
75.3 INSTALLATION OF VALVES (ADDITIONAL SECTION)
ALL VALVES 12" AND LARGER SHALL BE ENCLOSED IN A VAULT WHICH SHALL BE
SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT
' SHALL BE OFFSET 3" FROM THE CENTERLINE OF THE VAULT AS SHOWN IN THE
STANDARD DRAWING INCLUDED IN THIS DOCUMENT.
75.4 PAYMENT (REPLACEMENT SECTION'
THE GATE VALVE ASSEMBLIES OF THE SIZE LISTED SHALL BE COUNTED AND PAID
FOR AT THE APPLICABLE UNIT PRICE, IN PLACE, COMPLETE, WHICH SHALL
CONSTITUTE FULL COMPENSATION FOR VALVE, ;AULT, AND ALL OTHER NECESSARY
ACCESSORIES FOR A COMPLETE INSTALLATION . HYDRANT AUXILIARY VALVES WILL
BE PAID FOR UNDER FIRE HYDRANT ASSEMBLIES.
-TP-19
SECTTd1 77 FIRE HYDR�M'C '
T7.2 MATERIALS 1
T7.2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION)
MATERIALS COMPRISING THE
WATER STANDARD DFIAILS A THE
LS (SEE DETAILS).DEE HYDRANT AAILS .SSEMBLY SHALL C HYDRANTS ONFORM roSHALL. BE '
COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH
A &INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-112 INCH NOSE NOZZLES '
WITH NATIONAL STANDARD 7-112 THREADS PER INCH AND ONE 4-INCH PUMPER
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.
THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4 INCH PENTAGON ,OPERATING NUT BY TURNING COUNTER CLOCKWISE (LEFT).
FIRE HYDRANTS SHALL BE IDWA, PACIFIC STATES OR APPROVED EQUAL. APPROVAL
MUST BE OBTAINED PRIOR TO BID OPENING. '
77.2.02 END CONNECTIONS (ADDITIONAL SECTION)
HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS ,
OTHERWISE SPECIFIES IN BID PROPOSAL DESCRIPTION.
77.2.06 SIDEWALK FLANGE CONSTRUCTION (ADDITIONAL SECTION) t
FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FLANGE CONNECTION AND
PROVISIONS SHALL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FPO? '
FREEZING.
77.3 CONSTRUCTION DETAILS '
77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION)
RANTS SHALL BE INSTALLED IN
C600-775 SECTIONS 3.7 AND 3.8.1A AND RTHE WATER STANDARD DANCE WITH AWWA EDETAILS.
ION�RAM ,
AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD
DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE '
PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED
WHITE. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOP
INSTALLATION WITH CONNECTIONS TO 6", 8", AND 10" PIPING IN TRENCHES3-1/2 FEET '
DESIGNED FOREAP4-11/NL2�FOOT BURIP1 WHERE 122"" AND LARGER PIPNT E ILL BE
S SHOWN
UNLESS OTHERWISE NOTED ON THE PLAN.
T7.3.02 HYDRANT CONNECTIONS (ADDITIONAL SECTION)
FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ A FL), 6" GATE VALVE
CONNECTION)6, 8^ X 244"CASTPE X IRONPVALVE"HAX,r•O.ANDFIRE 3/4 INCH NT (NJ
SHACKLEROD WITH
ACCESSORIES ANC TWO CONCRETE GUARD POSTS. PAINT SHACKLE RCDS AS '
SPECIFIED IN SECTION 74.2.13.
77.5 PkYMENT (REPLACENEW? SECTION)
FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE 'PER EACH ASSEMBLY, IN PLACE, WHICH SHALL CONSTITUTE FULL COMPENSATION
FOR THE T , ELVE P , P , AALBINSBRACING, AND ALL OTHRACCESSORIESNECESSAY FOR COMPETESTALLATION. ,
-TP.2C
SECTION 7E SERVICE CAUL SI C teDmrwc►•1 c
78.1 GENERAL
WATER SERVICES SHALL BE PER STANDARD "DETAIL FOR 3/4" WATER SERVICES"
AND PER STANDARD DETAIL FOR "SERVICE CONNECTION DETAIL TO EXISTING
SERVICE."
78.3 CONSTRUCTION (SUPPLM]EK:AL SECTION)
SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE
ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOP
EACH SERVICE TO BE CONNECTED.
THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE.
THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOP 3/4" SEPVICES.
' TYPE I
CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE,
THREE PART UNION COUPLINGS.
TYPE II
WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A
PEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED
IN PLANTER STRIP BETWEEN SIDEWALK AND CURB).
' TYPE III
WHERE FUTURE STUB SERVICES SHALL BE INSTALLED, THEY SHALL BE INSTALL
AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A
SOLID CORE THREADED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IN
PLACE OF THE METER.
1
-TP-21
' STANDARD DRAWINGS
GENERAL MISCELLANEOUS DETAILS
OVALVE OPERATING NUT
EXTENSION DETAIL
tw m u IA-
r mr,
ut
:1
Ls as-Illiffine-w-Unwr MIS
,•TlY SM
r1ip TY MRI I)I nt,Nr1�.IL� 11
' iYYtltl•NY1pP
KNOW""
. 4[rtpYi fi
"••Mp(If.WMI..
r p«.
wn r3IwwIW W wrr
r
GENERAL NOTES THAT
rr tar. SHOULD BE ON ALL
WATER PLAN SETS
VALVE POST
MARKER n`w•Yt«ox W+l p Y.r.wnf.•x.r fui..w w pn�ru.
w.itw.:Iw«rw ui\,wl�r i.l•!t w W N�xw..tr
ELEVATIONS
t1 .x IN.nw«wMe• a,xn fY..M ry.�xtw`.V II„�
1 1"w1n Y .N 4 N eN.nt�. Ml,b,w„p MM,q b rtl• ••If<es nN.^<.«~ t�.N ifC. :b. INY:Y
4a � W.M•w Y P .:t .w.y b Y5:4.. .I:,by.• i)I 1.li.lt.b.•
n«rte NMx.b'�N At«y x.na x p.ww..•:<.et FWrlryp
'H .Y.y.e��r.N N�xW:Nrl•..\n lS:1 p 1 Y•1 b
Yn,•.w N rF�M
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• `NM�p•Y IrM .1' M•Yb tI Nt1F YY q.n WV1MN
...«N111 w M M�YFN b b•. rw Yv1Yb lNf`�f\t YM.
\ •"N!M YW W:�p Nxf.n xaw w I•a••r'.W•n Nee.YY..�M
NNtlt•x,�Yf nr Ib�•x er Mu N<<w Ya•.y<a-fox y.11f
1. MfY,N N tp waWM Mi,Y W'. N W i.w NNfn...«.Y«!•
f i «.ewf.bW wlvY tN•w+t.w r.....
' N i rn �• Y•ny aN 1«v.uno- 'e. •. . •YNp.�N+x
M tw\rtl,w
W I.I.epp..4.tNf.s'. ,• , le F
. waW'�tMdb tN t'[.«►Iv •• WKYIY.
t
: 1 . Nep4ry W W w N j ea b tN M•nb.N
p "..t.lY Y'� xrNIDr bN-up.••N C ML
„ ri[ 4 M4WY<p M.4.: II pp.ytlN«)INNtW1.W.�1.\.N IJ N.SMFK [nT b Y Tw.wrnb. N.•MINt NIw a•Ip (Yb s.MW
. . .. .. N 4«a wmN 1 .x«.Ty p\antNtnr� `\.ry V 4b•<Irq
re. trt.nw t.w=Iw«.P w rWrr rw.«..tr+m w mt•w
w w•u.:.wnw rw 1.ey: M.r
' .w•Y.. p
' WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
tlM rar.>rw.atllana IKon nr ro.
.•'4 tK..W p Yly{K\M
Iran w A lalaa pw I'N1n
wn M.N I
ISP� 1MFf. y
\ S
a.anl
,IVN M•Y UM1
/ rY µIr•U •r IKMX N it W wnw.
`�— 1.111.Kv.[pY1N
KKnn { V•Iw
pow q[r �_1
' PLAN ELEMIT*N
FIRE HYDRANT GUARD POSTS
� �� new•nvwl+
uw t'n m
.[pU rrq r�M nMWr Ip4 w�W ynn Is tlli4.
' • ( p[•.:l .X [p YY M1!f IL..1 1,In M.prp
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I wpa�i+M[w 4 nInI ar.In �ra.1nn.r
NnpP Mpr�n M rip.rlp.r
rn n M mY�Y.*�XYI•r�YN NUY p iWMNt
4
N1 W Nt• •
CUT -rp..[nMn�w
Is r•w
_ 1
.rw1+Im.. . .... rrR-..r .a.•w wn+n
tr•s
' W[V[riy N.
!9T! t
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[
+ p
wIa.
� I
� -J Y•nr.v M14•.
PME HYDRANT ASSEMBLY
w
_J
FILL
FIRE HYDRANT LOCATION IN
CUT OR FILL
WATER STANDARD DETAIL
CITY OF RENTON
., DEPARTMENT OF PUBLIC WORKS
wr T.1.nn
�iw�.�l a Nx oYN.
h
PLAN
xl nr W.w•�a ••u.�n a.n�r�ttal�.wt�en Y I({f\}ylLL(M.� iH O�Mn1 tiT pl 4' .Y tP`r�
[M..�tt Yq aa�a vR.
hYR.\acM1 i.Xw M "
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i Y Wwr uw
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t — ti �xn.q.e W I (itNry
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H MiY.4Y lh'r.Mitr iY..r�.
. •�'�_Pgi' M 6Yttr�.�`_.:, q.NR•.CUWt.1..MXi:•:�:� \�w'1`6anw}RNA,n.
ELEVATION ELEVATION
12" GATE VALVE INSTALLATION
' WATER STANDARD DETAIL
CITY OF RENTON
`° •'•tl DEPARTMENT OF PUBLIC WORKS
eaweBCTE aoacru BaIwB rBorxawE
MAYI N M1:ti Y �IY.W Y•x.I•••. �.Y«Y M•• w•yY. •M1y !YF•
•rw r•we.It mj„�.r .ol r•�^• rr.�
la rr v'r`MrIy:N w••Y�twle]Iw
�1 DN
w'• �rlw«r Y:wr ryl I«r tY I�]'•
N•M'r�Yw•,w y:Yrm�• q:rrN4 Fn�. } �_�' B� \
t N
' w•rr° n• rrw: �Y
n rw.1 Ir R flY.l'N.K 11 r.•
[K•YI•M y 1y n tiyrr, 1[04!1
Yx^•r Srwe.1i Irr _
' • •m«n:•Yn[nwir M:lrr{t.yr Wr.rr YY al yy aM.
[n •Y Y Yyyn N.r 1rYr Yyy I•Iw. ^
[n+n4 M"wr Y•p«e�ly arty In!yl
MF` Mrwf Yw \
lMll[fWKI M•BfMD
W
74
tI
FIGURE I
I. rw.N[«nr• .nu x _ u•..n rnn-I«:.r MDT[ IIDII cm, vENt
m• "••ai— ��• T Bff YF1 VANWIO¢"ND 73
Il.OL1111W
I Nw•..«rr.r N[«..w an.«I«Y,p••yl•.IMta.e I. TABLE I
Yfl u. � u .•Yl F.
' �$�� : " wYn•M Ww nIM[ MM[•N R¢1 14' t}.:rl' .-IN
•tl�"f• r Y t� Y R l.y: 1_D[C Mw N4 N.t
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' IY w•.nr r , � IS tl I Np I ,Si ,W
a �r ww.w.N:.«�'w•fx `e Wii•°x•• ly ]�° n1Y ! �{.:
b w.«:.j•VrM•Y]:,%6«•M,.y 1W r. • )If •S.iY... ` _ '
KM N.M'n[I.IW�u yn ••a«I4•«.'I✓Y w.•« �f 1a1 N fe'. ,
• ~rue WNw. " rr rr• f: NF
YI n.l•w N M Y.«er M w`Mrn N Irk• t• ].' _ R u
•I.m•r Irwrn a'n 1 r•w 1Y n°- -
u«.+�•w,rY••r..rm•. .. r•Nr 1s Sr N- N !¢
].n TABLE 2
r«..wr�...nn.�ar.q,:•tleLY�•n`«_i.i.i..•: w'r M,
- , " 4•e.«.to.•t\iw ry•I r w,N MriN1 M.'r4 e«: n cn •�.•y s r nnaxa,
t W.Y wm er Aw«.W Irl.�.•(Y"..Nt• 1s. ..ra I.°P
•}I't�-�• bpi M[nu
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nLN•r.kl enn•m.l. .... ,.. NII.•.. eArll.� .... °.°ac •
' WATER STANDARD DETAIL
CITY OF RENTON
" DEPARTMENT OF PUBLIC WORKS
Rene. »re
TIE ROD SELECTION TABLE
To-
wl
I li Lip YI
1 Y. AM .n srr w
IT I�..N N" IIY
» W N.IF � w• w
sn
IY M.1�
p lY 4.)N
' lwlt
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Y Nlw
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' '•Y.IY Y rl Mt.nMIN M.
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. .w y4�.iwrwlr trm.n•+w++«.«wn c►Y. � Yssit r rn nt m'Y Y.n�cau+s ml�snc�'ss^nw`�e wmr.l:»°w.�i u�.s w41e
•fY•OY,a«IqI. 4Y yI.•.f WOYrIM
a�� E.. 1•,7 _
' CAST ON LUGS T(E EOLT FIRE HYDRANT AND GATE TALK RETAINER CLAMP
TIE ROD ATTACHMENTS
t WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
' .o..we. »,.
„e for n,IV,-•ft"I %nr
s
fill
100
1 a goo n � 9
0
/ � W
Q !SO n 5� 7
40
70 ', 4
1 1 .
1
TM@Sft
b JS'Vwt[a beiy�
1 b i�Y qn��q 11o[V%R10� t�
1 f . .
f. 5
1 1 V Cif c
1
i STANDARD DETAiL
FOR
1 BLOCKING OF CONVEX
VERTICAL BEND
1
DECHLORINAInON
PWXZU
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.S•FP Frey. LOCAL ft"LNRS
Fa wF ee�'w a�na.wm ov a rave q
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tPROCESS FLOW OFAORAM
OItMa�.w.T
Ca�oYwYiy
' tPnsaSW.
WATER STANDARD DETAIL
' CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
RA nw r'MY
' lw.Fl
r M'Orr � ` � r rY11N0 NA•;�l'A'.�•�1 N+}. `r'Y\WIr 1Y rM.1!'4A{
' PLAN
M•Mn Y pn MVwtl YY
rmF unn R a.
M tl INWr
' r wruAr r nr /
le \r
' �r rm Yw.Frrr
1rr.R rAwY.•/lF.
f GW uMl r W.YM.�w.rM
rMF W A RA \\tlw F F.
Y !NlY
ELEVATION
i
1 TEMPORAIIV to BLOW-OFF ASSEMBLY
' I
t I'I
WATER STANDARD DETAIL
CITY OF PENTON
' rK M Kul DEPARTMENT OF PUBLIC WORKS
i
r wa Rr.la.4nrr.wR �.r N[1M Y�utl W w nuw+.w\\w
r wam nmw. �rrYile.r Tt roNs.brxi a\�N .nw
brn Ytt rx \Rolf w1Y ntta\.r1.N0i Y
' t'wrrno ryr �niY\t!.rWrq 4P-t�Y\Nrn w 1 W h
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w rRWw
cl /re wwrm rr rot
� tf 41 tFtYwwT.N..rn
t M.iR.t NprY1. �Y! trnl!� I.4T IOw.
' � nM\\.rif.pryr �M r6.N.nll 4n.n.t to
°Y tgli nrhl
= r wN .nc.gr
N uw
r wwrine m.nl Ywl Yrt Wn.toawo rw.
n r��� 41�Y�w Ww inr IN
� i�i' w'N4+• .DWI Y�lt.MYI
f 1
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nu.N. ne "IwY n iu.\vIm
y[P IyN
2r' AIR B VACUUM RELEASE VALVE ASSEMBLY
t
' WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
t -_
v
' law nisi-i"M1"Rn:li�ii. E i
n RT W jC
Y\Mu v 1 ,W hn t� A tltl.hK M 1
Rn\I [Y\YI nKK,'rR1 ( 1 1 M I r
fa4 rf W(f JKI\n y).(
M(.1tl Yy\ y
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_ fYYlt. tlAtl! tYR.n{yt!srx,:tlrpl tY Yp
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aN.0 rYy,:H(t a
1 !" WATER $Env=
pp
,1�)AN t!{n4 MMM Y� wr
wl„�_�nAl R4A SIB :rK r �
1
7/Y!«KN4 4M1Y,t1 0.W A KII\lA Y�—___— •1
tt W) WKYt lrY[Yl.YA � _`
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KI I".I K NfNND IY fq hgYl 1:sy.:
a' _.T _\ Mw RM1N(
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w Yp r'Nh. am .y.fl..
�ylf.IKa.0 t(M.(rW y WNI KtyIY[ V.n+rA,iy..
rYrt.rY K IK`r.i {Inrtl w r0 nr[.
t � YYY•
t fi la WATER iERVICE
�W AYr(tt.W II1+rN\Rt..
M�1 4YaMMR!tAl.N TMI t�1r
fry!\A tluN t0
WATER STANDARD DETAIL
CITY OF RENTON
t ` 1`•(' DEPARTMENT OF PUBLIC WORKS
Nalt....
i
1 SERVICE CONNECTION DETAIL
TO EXISTING SERVICE
1
1 i TYPE 1 Petal)Existing 3 A' Cooper Sarvlee and ll necessary AdIval 1Nter A Meter Bo. to Grade
i
<e C0iii'e1r
OMAN
907
i
1u111G �-
CeAt[iMl r0 YY CPNOI.11P4liM
1 •w 1a4 l[\Yep ww
1
TYPE a PeIAP And Replace 3 A' Gely&need SerVKe with 3 A- Copper Service and it nsesssry
1 AoryU Mete, a Meter Bo[ to Grade
1 TIME PI Install 3 CoPPer Slut, Serve Including Meter Boa
1
1 NOTE:
t. For TYPE 11 A 111 Service Inlprmatlon Sea S4nderd Detsul for 3 A' a t' Water Serv,css
1 2. On WANrmalns that are Bonded for Cathodic Prots-tion
All Service connections &hall have Service Inwletors.
WATER STANDARD DETAIL
1 CITY OF RENTON
POT TO SCALE DEPARTMENT OF PUBLIC WORKS MAY 1984
Pn;,e 200 StandR-d UratttiRO.
(. ASrYAt. iNt./ry N ilirll Nf
' iIMY/ 1ppLlYli ASq AIi J tVj fral it .\r,l[Al AYi 1Y
lilw rt iil ULl• /tiiAliVT ll.[1 AS Go iuct,[i.fTl.( ilgAlr rA(1111 Y1 (Ntw[l{
in pla two T1 P"t.f.,
tU�ft Ui AI{111as1 /• [OA.a ill (auUU .pu
i1 lYl IYL UII.
tNr.ITIi i.[F<X {AU llll I
H MAII tNCrl4 11 11,1100.1 A l I t a Y A r [ A
rt AYT Fla rATl allr 1lrlALI F1 Yi
.Arb tYt &YAI( a1 Yl.h[Ay
I1Il VIIY r rA • r,.Ifullf 01 IalfT n( �Af Glla 1....t.. .....
' FI UIIAIIt rIFIR [YTTI. �rA wt llbl r [[ 10
It11l1YG ASrFAIi
r.q.1 F* anTl•G INc.m
VXuf[ Yrrlw e1 - .F If
u3rYA. {•
rxu/ rrta If .• ON
_
wotl a rniX 5/ewMMU3
CRUSMEO ROCK
' tpwrA(gp rF[YtY .Al a llt��
_Alcrs r(ru uT AZ ur.ur
ZI
A l r 1 . F A 1 I 1 —until
l T r l ( A l r A T t
' Atr.gl [ewutrt 9. nlY.n:Ys
r lAwl till q.l.[Plwr rA 1(Y
\\ I.II1r.1 NSA.", (N(1111
II' w�1Y.r Af/Af(
' 1(ItTlg 014 AAl
^, MST.., ....
Le41N'JS \.,
CRUSMEa ROCK
[pwn tit. ,q.0 Iuulu
' 1Y11IA ( ril ( F rOF Il1al
. 11 rA . / . lFl
91.1.Al .01,
tOwtrt Tl Alt IYaI i( [lAft LStI•IIiIY.L i,N [Uf3 31 b1q! Yn tX[AN II {rltlh tl. N .01
....... CITY OF RENTON
"[I wNr tO:Util (l S I 1 tp. cart n(F, l7it p...1. (Y.,f ..p
( ltrnMl tHlR li (Ut1 �.' ... gT1A .
.n ip. I r Nr[.^, POvernem Patching
"il lYwlYOY{ .lAwl ally Ip. rA11 Al F1 rA.0 Y",rl1 IOY
' Slondora Plan No 18
I
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