HomeMy WebLinkAboutWWP2700384(5) AG 090- 5 Sewe r P roJ ec t S-3 , 385
, 3 1 of 2
" Sewer Main Installation 1985 CBD Sewer System Rehab.
Bid Proposal & Specifications
BEGINNING
OF FILE
FILE TITIZ CAQ 090 ,m- (3 5
3f
138& 16 mai4
, �"otat .
1
KING CONSTRUCTION COMPANY
' 4116&W,°tam Pt
VZOOkit VW.,iaaw«NOTON wood
OYW.tm M 00404*MIM
1
1 November 13, 1985
1 •`ity of Renton
Municipal Building
200 Mill Avenue South
Renton, Washington 9805A
1 Attention: Dave Tibbot, Engineering Department
1 Re: Bid Award for 1985 CBL' Sanitary Sewer Rehabilitation Program
WtIemen:
1 -`is letter is in response to Maxine E. Motor's letter of 11-8-85 ad-
reSseO to our firm:
1 Responsible Officer: Sharon M. Holt, President, 4734 S. W. 312t.h
Place, Federal Way, WA 9t30o3 - 206.818 7819 (emergency 206 818 8997)
1 Job Forman: Bradley D. Holt, 30891 F. Lake Morton Drive S. E.,
Kent, Washington - ME-630 3028 lenergency 7.06 863.0709)
1 Rondinq Agent: John C. Beeson, BEESON rOMPANY, SOO South Lander St„
Seattle, Washington 98134 - 706-467.5858 (emergency 706 628 0613)
Corporate letter or resolution giving names of these authorized to
1 sign contract and samples of their Signatures; Sharon M. Holt,
President, Vicki Holt, Secretary - see signatures below.
1 The other items mentioned in Mi. Motor's letter have either already been
provided or are contained in the attached contract documents,
Sincerely,
KING. CONSTRUCTION COMPANY, INC.
Sh M. Holt, President
Vicki Holt, Secretary
1
1
f
' C I TY OF RENTON
Saver Projects S - 384, 385, 386
' 8- Seeermaln Instal lotions
1985 CBO Sanitary Sever System Rehabs lltatlon
Summary of Fair Practices/Affirmative Action Program, ' Ity of Renton
Scope of Mork
Vicinity Mop
t Instructions to bidder
Call for Bids
*Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO
t •Certification of CEO Report
•Mihority and flamers Business Enterprise Participation
•Ceetlflcatlon of Bidder-s Affirmstive Action Plan
•Combined Affidavit and Cortiticatlon Form;
' Non-Collusion
Antitrust Cialms
Minimum wage Form
•Bid Bond Form
*proposal
*Schedule of Prices
Bond to the City of Renton
Contract Agreement
EEO Compliance Report Sample Form and Instructions
Hourly minimum Wage Rates
Environmental Regulation Llstl,y
Hourly Mini mur Wage Rates
Supplemental Provisions
$pedal Provisions
Standard Plans
Documents marked • above must be executed by the Contractor, President
and Vice-President or Secretary If torpor atlon by-lows permit. All pages
must be signed. In the event another person has been duly authorized to
execute contracts, a Copy of the corporation minutes establishing this
author lty most be attached to the bid document.
' CITY OF RENTON
Public Works Dept.
Renton Washington 98055
K01A1t "A"
CITY of ArR7OR
' SUNNART OF FAIR PRAC770SS POLICY
AVOr7i: IT RSSCLUTIOR RC. IAO
Too poti0a 0f the City of R/Rion is to promote and afford equal
treatment and sarvio* to all eitiaeRe and to nature quaff employ.
' ment opportunity to at: persona ratgttard:oat Of raeo; aread; *o:or;
et 44Ri Otto; national origin; sea; Ne prssonat of a nOR-job-related
p4t,feal, moReoryy, or momta/ handioop; not; cr warital *#sews.
SAi• pOliey ehal: be based On the pri Rrip:os of equal *mploymeat
1 opportunity and affi retstiv♦ sot-.'OR guide/i"ef as att forth in
fedora:. @tat* and :eatl law. All departments of Mt City of
Ramon *hall adhere so the fo:Iowine guidsli Ree:
All sotivit£es relating to employ-
m*nt ata a* roorua tmswt, ulsati ow, promotion. seratRation
and training *hall be oomduottd im a Ran•dt*arimi•ataxy
manner. P rsoRmal dsaioio"o will be ba"d on individual
For ormnmsea *gaffing rtquirnoneo, and in aooerdemes
vie fevorninj Civil S*rviee Law and the agresm*Rt
bot"O" the City of Renton nd the WyhingtoR State
COURoiI of County and City rmployato.
fJl 0 R CR Y * •+ n _ Tho City Of
.*Rita v eoop*M t y YL! n OI-R eatioms and
OemmtatiT Orpataad to promote left praotfees and equal
opportunity in a"torment.
(JJ AFFIRMATIVE ACTION - TM City Of Anton Affirmat£tlo
Action program v e maintained to facilitate equitable
representation within the City wrAfore* and to amak"
squat sot logmnt opportunity to all. Is shalt be the
r**powet iltty and duty Of all City Offivia is And empteyfsa
to Barry out the policita. yyui de itass and ecru etiw
measure* 40 *et forth bb tAi* program. Crrrootirt
employment programs may be *otab2uh*d by the ksynr on
the reoommondatiow of an Affirmative Aotion Com,ittao for
those departmomtt in uhieh a Protoeted t:ats of *mptcyscf
is wnd*r.npres*Reod.
Contraefore, subaen er¢+tors an!
o4pp tore ocn 40tt"qp DYtin*es vitA the 'fty :f Rentcm
Mali affirm and oulseribe to the pair Praotioov and No,..
Oisorimiaet£o" polities set forth by :ev and in Mt
Affirmative Aotion Progrom.
topics of this pottoy *hail to distributed to a:: City np:Coats.
Mail appear iR all operation*' doawwontation of the C£ty. ite:udf%0
bid oats, and shall be prami R*"tly df*ptayed in sppropr Jet N ty
faui:{fief.
CC.tCUPRFL IN bA the City CONAW Of the City of Panic%. YashimrtOn,
this Jte day Of Jww W".
' CITY or RrN7,,N: RSSTOR CITY COUS.^IL:
vs.. r, L'Junci: pres£de•.t
Atteet:
/f lasw.e, July 10, 1072
TCi
f 1 ? 7j,�A� IA@vlaedi Fohruary t, I916
ttvload, Jtvo J. 19t0
et "�"'�—
CITY OF RENTON
' Sever Projects S - 5$4, 3175, 5$6
$o Severmaln Installations
19M CBO Sealtery Sewer System Rehabilitation
SCOPE Of WORK
The work 'evolved under the tares of this contract shall be the complete
' Installatl On, testing and restoration of new $-inch diameter severmalns
to replace the existing sever main- in Pot-oil Avenue South West 'roe
South West Langston Road to South West Srd Place; and In the Alley
Jetween Meadow Avenue North and rectory Avenue North from North 2nd
' Street to North ath Strestl anc In Well, Avenue Sout. from South 5th
Street to South ath Street as shown on the project plans and
specifications. The work shall Include, but not be limited to
' excavation, bockflll and compaction and `nstallation of appro Imately
2500 lineal fat of $ Inch diameter sewermaln. The work shall Include
all manholes, tees, side sewers, connection to existing sewers, and
complete restoration of all surfaces and existing underground utilities.
1
d
S! y rNr+
�I11tIN
wn Nllt'I111 {MNj NIINI$Wfl nn111'
11::taM: NN/Nt, **Not# Inn. -u I•r+wl� �
il l/ 1 BIYIII it- ! vIf
IIIL?tll BpItNi1 .quL llNulNN1 _
• OWN
YIN N1/1 q . n11n11/
me1.."II yy1Hn
....r �� t111r IINnI\nr Nfl �, tl
11 IN\I IIN 11111
D�Y {
lyf 1 �� 111191NnN NR,I NNm; {�.. t Il! .,yin n..nr/•
J21
pv444
.�I�1PI !Itr/.g1 I 1 III IIM TIII U06401 H II•frp'11g11ir.. MJL1� ( a
1
1I11 ra�\ar _i IIfl�i1
♦\11 liienN!1 iA1tn� nm r ...
foldolf
tIH . Il{� 1� 1��•� lllna.l•• tlll�l In. 1 i, ![1 :.1
IIF • rY Ny.NI rNOU q 4,n1iA
\� 1IJuon nN rn.Hn . nnN .• r.
q .
W HI/NN1M 11. ,i A/gHI mMM 1 )I 1N H.Ha1H\ A\0
• '0111111
III �,• :L.m•�.'... ; mNpu• hnA xll. nr
r
l�Aynlunt
INSTRUCTIONS TO BIDDERS
' 1. Sealed bids for this proposal will be received by the City of Renton at the
office of the Renton City Clerk, Renton City Nall, until 214 0 clack p.m.,
on the date specified in the Call for Bids.
■ At this time "a bids will be publicly opened and read, after whicn the
■f bids will be co idered and the ward made 0% early as practicabit.
' No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forks attached hereto.
2. The work to be done Is shown on the plant. Quantities are understood to
' be only approximate. final payment will be based on field neayuremenl of
actual quantities and at the unit price bid. The City reserves the right
t0 add or tc, eliminate Portions Of that work as deemed necessary.
j, Plans may be examined and copies obtained at the public Works Department
Office. Bidders shall satisfy themtei yes as to the local conditions by
Inspection of tIN site.
4, The bid price for any Item MIS? Include the performance of all work
necessary for completion of that Item as described in the specifications.
S. The bid price shall be stated in terms of the units Indicated and as to a
total an`Ount. 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 wo lye inform-
alitles if it It deemed advantageous to the City to do to.
' 7. A certified check or satisfactory bid bond made payable without reservation
to the Director of finance of the City of Renton in an amount not less than
St of the total amount of the bid shall accompany each bid Proposal, Checks
will be returned to unsuccessful bidders imxadtately following tM decision
as to ward of contract. The check of the successful bidder will be
returned provided he enter% Into a contract and furnishes a satisfactory
performance bond covering the full amount of the work within ten days after
receipt of notice of Intertion to award contract. Should he fail, 0, refute
to do so, the check shall be forfeited to the City of Renton as liquidated
' damage for such failure.
8. All bids must be self-explanatirv. No opPOrt unity will be offered for oral
explanation except as the Clty may request further information On particular
Points.
9, 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/IS/81
t
' City of Renton Calms=Aids
Soar Projects S - Sad. 303, 3a6
a" Sommmin Installations
19113 CAD Sanitary Sewer System ftahobI IIfm�Ion
Sealed bids Gill be received until 2130 p.m.. -- October 50. Ian at
fir. City CIKk's Office and will be opened and publicly read In the a•e
floor conference room, Renton Munlclrat Bulidinq, 200 will Ave. South.
' IIOTEt f�E-dlAllflGTltY. OF 1ilO0ERS lS pE0t11REC.
To be considered for bid award, a'1 prospective bidders shell
submit a pro-awlificatlon stdtrittel package to the city clerk's
' off Ice no later than ZJQ :i Yea. OctrWrr 2i. Idm~ The
pre-glauficsllly ,ubmlttals will re r 04-40 ,.. •'•e f..Gln ., end
tat C'ty 4t5 •sr r«•'r Jon .It . 'hw ITt I. r J t"
' eeper levee el.. ,•. Orel c ctbl I ity ui th.. a .qV. Jd ' l.er to
tdapletw the w* pr.eowaa. All iWmitting partlew vill be
notified by met whether they hew been approved to submit a bl- on
MU project.
The work to be performed within ,-AJL_ wnrkinA days from the date of
cosmww~t unoei -his contract shell lnc.uds, but not be I lot�%d toi
' Furman and Install appros lately 2300 lineal fast of B" sanitary snwr
e win. Together with all rapuira7 mppurteuness, together with the removal
of the existing sewr mains, Mtl complete rector •tlon as set forth In •he
design drawings end spectflcatlona
The City reserves the right to reject any and/or o'l bids and to valve
any and/or all Informalltiwk.
Approved plans and spKlllcotlons and lore of contract documents may to
obtained at the Public Works Department office at the Fenton Municipal
' Building for a deposit of S 15.00 aKh met plus S_3.C4._ to cover
pastage. If Sallee. The deposit will be refunded upon return of the
Plans end Specifications In good condition within thirty days after bid
arMing. The Salting charge will got to refunded.
A certified check or bid bond In the amount of five percent (31) of the
total amount of each bid must accompany each bid.
The City's Fair Practices and Mon-0lu-lelnatiun Policies shall apply.
Maxlns b. %afar City Clark
Publlshodl
Record Chrwlclsl October 11 i la. IM
Cully Journal of Coumrcee October 9 t 16. 1955
QRI►ICATIM by ►NO►OUP COW1104 ON, 11JI CONTMiTOR AND NO►ff. s W AINXI N NOfbt OPPOR"NI''T
gbbw o e att - SC lfw
' INfT1l31Cf 1g1F
This rertifi**tipn to required p"O"At to Federal lsacutiro order 11I46. The implementing ruler and
rAgul&tIms provide that any btdd*T Or preepactiee Contractor, or any of their proposed Subcontractor•
and auupPpV,loft, Mall State as an initial part of the bid or agotla-lons of the awtract whether It but
r ucipoted in My previous contract or Subcontract Subject to the equal opportunity clauses and, it
ac, whatmes It has filed all Complifume "Porto dus under 4NIA06ble l.netrwtsmss.
/1Ta C1tT Aae heretofore sdepted Resolution 11/0 Under date of Jose 1. 1t[0, n�Ming a -Fair ►ractices
Ley. SS Implemented by an 'Affirmative Action ►r*grsa- Lheia ma ln analne tie policy of the City of
antee to prompt* and afftrd equal treatment and Service to all cltltens and to Shows equal amplonisat
opportunity Hoed ee Mi' .ty and fitness to all person@ regardless of rate, creed, MITT, othatelty.
Ft tonal orlon, set, She presence of a tan-job-related physical. soneory or Rental haedlcep, Na or
�ar1tal states. This pvlioy Mall likeml** apply to all Comteatters. Subcontractors and suppliers
�ronductin business w�tn the City of Renton rho In turn Shall affirm and SubacrlW to Said practices
and po11cles. Tha at�remestiened prowialous shall net appler to Contracts Or subcontracts for standard
commercial Suppliers or maw materials or firms of organlastlone •"th less then *tent employees or
tntrocts Of 1Ns then $10,000 business per arts, with the City.
on the Con mac for ltubcontneeor/esppllac thereinafter referred to as she Contractor) is required by
the city of Benton to submit an affirmative Action plan. the rdmimem acceptable preceneage of minority
ElOymsnt will be that pproOny wh
ich ich 1@ currentlysh listed in 'Appendla I- iC1ty of Morton Goals a
imatables' to the published City of Mnten Affirmative Retims ►ragrem. I.e. hit. This program, is
vetlativ for revive at the muattipal building.
u�Te nderfignM contTSetnr ther*fare Rerun m is. otipoletua ash + .ea@ that during the perforence of
la Contract he Will net d.ecrLlneb ega)nal hay ►prom In hit:erg, prompting, discharging, comman-
lingg or any other tam or condition .At employment, by reason Of such pattern's status, reference
the till categories lined in pars. 1 abovs.
pntfactor further let"* Nat no will take afhrmetive and contin ,is •ctlon to insure full compliance
iU, BUCK policy and program In all rospecta, It hot" strictly understood and agreed that failure to
ply with any of the terms of w" prowlalons *hall be ash oasetitut* a material breach of this
Contract.
ntrartor Mall. Upon raquen and'or an Boon se possible theresftet. furnlah unto tha City any and All
nfpfmmttar and rewrta required by the City to determine whether full compliance has been made by the
contractor with said policy and program and contractor will permit access to his book&, records and
acco mtS by the City for the purpose of Investigation ed astortain *urn cgapliancs.
t rector further acknowledges "at he has raceivW a trma ash Complete copy Of "a Clty's 'Fair
kctlC B mac
►o.1cy.-
�[ Sat cat ion s
m'.'t rliA2ltNh fYi COMTM[1'Ua _ or ioKONTAAbI'011 contract
hf FAtf[NTAT1 vtS,
TITId, I� _ _ PHOWt
1. eonenetor'Suhxontftc tgNFUpVl ie[ has participated In a Vreviow Contract or Subcontract sub)*ct
to the Ctual Opportunity Clause, y-Yea _NO
L Compliance reports Coro required to be filed in cemeaction with such Contract or subcontract,
eyes _No
�. Contractor/buxontrettorlSappl/sr has filed all oompilssc , reports dua under applicable
In&trgttion*t was No
a. 1f anewer to Item 3 1n 'NO'. please "VIOM to detail on fewer** Side of MAN Oartification.
C[hT3r1UT10N, The informs tlon She le trY &red Complete t)o the Ben of my knowledge and belief.
{/ /
� /w'e
atho * e mama a[ pi'Tn'�T—'—
Signature 3ato
�.lswed by ckty Authority. stet
1'31's)
' CERTIFICATION OF EQUAL. FJIF1,0171ENT OPPORTUNITY REPORT
' Certification with regard to the Performance of Previous Crntracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of P-squired
Reports.
The bidder proposed subcontractor hereby certifies that he has
has nut _—pparticipated in a previous contract or subeontrart subject to We
' equal opportunity clause, as required by Executive Orders 10025, 1111A or
112e6, and that he has has not filed with the Joint Reporting
Coardttse the Director oT Me Office TFedar►l Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
' Coaittee on Equal Deployment Opportunity, all reports Le under the app-' -able
filing requirements. J �7
' 1
Date:
' Note: The above certification is required by the Equal Employment Opportunity
Ugulations of the Secretary of Labor Gal CFR 60-1.7 (b) (1). and must be
submitted by bidders and proposed subcontractors only in counection with
' contracts and subcontracts which are subject to the equal opportunity cl wse.
Contracts and subcontracts which are esapt from the equal opportunity clause
are set forth in U CFR 60-1.5. (Generally only contracts or subcontracts of
110,000 or under a-e exempt.)
Currently, Standard Form !00 (EEG-1) is the only report required by the
Executive Orders or their Lplementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
' filed the required reports should note that Il CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
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.
Rev. A/43
tPUBLIC WORE OR IMPROVEMENT
PARTICIPATION CERTIFICATION: REF. RSV 15.2:.bt;
CONTRACIS BICEEDAG 110,000 (OR $15,000 WR VAIERMAId CONSTRI•Cf1OI�
MINORITY BUSINESS ENTERPRISES (MSI)
and
NOMENS' MINORITY BUSINESS ENTERPRISES (WME)
(BUSINESSES OWNED AND OPERATED BY NOUN)
Contractor agrees that he shall actively solicit the employment of minority group
member- . Contractor further agrees that he shall actively solicit bids for the
subc^atraeting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
' employment and solicitatiom. Contractor further agrses to consider the grant of
subcontractors to said minority bidders an the basis of substantially equal
proposals in the light met frrorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
bid. As used in this section, the tam 'minority bus:nees" scans a business at
lust fifty-ons percent of which is owned by minority Stoup cabers. Minority
group members include, but are trot limited to blacks, worn, nativa American.,
Orientals, Eskimos, Aleuts and Spanish Americans. The City will cone.der worn
affidavits presented by subcontractors in advance of contract ward as one means of
establishing minority status in accordance with criteria cited above.
To be sligib.e for ward of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be dammed a part of the
resulting contract. A bidder's failure to submit this certification or submission
of a Was certifi_ation shall render his bid mentespassive.
MINORITY BUSINESS ISTERPRIEb CERTIFICATION
' ,,; ,. t•.. _ .�.. 71+ u.� Certifies that:
Name Of Bidder
(a) it (does) Nees not) intend to sublet a portion of the contract work and
t (hem) (bas mot) taker affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
' (b) the contacts made vith potentia minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether NBF or WMBE and
identify minority group. (If mace+-sty, use additional abeet.)
' ME Min. Cr. NICE
' Name oilrin, Bid Item, Results of Comtacta
❑ ❑
6. ❑ ❑
1 S• ❑ ❑
Nf•/Ma. k ' has been designated as
the liaison a icer for the administration of the minority business enterprise
program for this firm.
F
' CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN t4
' Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement:
a) 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,
" the total contract amount with the City during the current year .s
less than 510,000."
Company tali
BY:
Title
' OR a b) It is hereby certified that an approved Affirmative Actior. 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.
twompally
or
' Title
' OR c) It is hereby certified that an Affirmative Action Plan is supnliad with
this Bid Package. Said Pierr will be subject to review and approval by
the City as a prerequisite to the contract award, and it inc)udes:
' 1) Present utilization of minorities and females by job classification,
2) (coals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative .action Steps directed at increasing Minority
' and Female Utilization.
1 ompan) Date
BY:
Title
OR fj d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) 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:
t1) Present utilization of Minorities and Ferules by Job Classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
and Fsma lr Utilization.
' Company taU
BY:
' title
Rev. 9/9/73
. . .. ,. a1.
iio Uut .: aion 1i9.,1nC. , iaiwu ..t '."Li CurtuaAty , $:-r^ .`rd 10
,aetign iu ;aetirl il�:r C w,t-
'. , E.tvudC;vs Orlor 1124 1 to '_itl^
' .ac ?o ff
11,r 1
y"
t '
: Ic .. 1 c.':': put bolt, t,0 tl u ul i . .:.p,
vas not emplv,v� L
t, atnur Vitt, rfj
_a.a,
. .� � is 1 11 i �t .,1•,i. , t Alv +.nir, ' Lt a^�•+;
.. , �� . 1, :11, L � I:i111L ❑inter' . B.e t' i , aCQ L1 ',Stif;�lT:µ,'.
".,. �❑ �i 'Sil HuL(Untlt+luur.l t !. : it 2
fi,� uta c ❑,ltraut personal Oritte emd
,rt ,xft 4 t.L, •uixoutud at T.illorlto Nrtyal.i Cot lots, .iGt o¢ie
t , .::it;. rit,, recrultzlust trl(;andYatiOne, and
v.ititin his recruitment area.
¢ of l Grts tv an"uI'at,•` j.roS-tlt rauvi itj
I-„• `ir fxi,]IN9a +\r3 ralstives.
;u• tLctcu n,il vnl[dule ::11 ..an ap.eciti.atiuno, .;e1na3Ve1 :r,;.lr-
,vcij ,:rurt t, ptuvtVa aftor-.ict,wl, �.ua.,:r
v: z' to minurit yuatha.
! v:iol, un the lob trainint; oprorttldtlo2 and
isi in all: pssuolatlon or em,_1u;;:r-k,r.�at trai*11ns
t '.0 tPo contr+.oar's ampzluyaa uaada wn i.+taut :,ith
thic cart II.
1 1, Oust,luotor .xt•all aw;tiuually inventory ant Ovaluat, all minority
i•+rsocwnii 1'.r }�rvtwotion o!yurtunitiaa aid unuourogo minurity oa;Tloy-
1 onto to cook att¢ll lappurt,utltiva.
e.. ,iuntt cutur atoll muav Baru tt.tlt aealorit;. ;�ractiuvu. dot, ...,if-
1tiaerininawl., irect.
•.!; .; stain tt.st all facSiitic:, u:.Ci G-M':n,;
r_G9ted.
! tl no.-11, Boni tot, all . •arsurnrl not ivitiaa tV
w,rrieti o:t.
1 uobcantrtrota :ry avilavlt
ill J. C, cv vurt,�tor e ;unu.
:.Ot 4,. v .relt,: la1A::12 ,i,tiv,• dcti.0 Srut,r.:ac '
it. pru ant till by full�' eni to 6h,x Sull .t :. t
i
i
1
' city Of Mwfw
Caaln" Afflawlt A Certification fora+
Ilant011"Iw.mfl-Trsot, "d Mloloa ap
Nlwioar l Aid)
NON-C uslON Aft IMwiT
$...a "I' .worn, doaoe ., and "'S. lost of is fM lantic0, wain dm admitted
the torop.q wNe"I or aid. PO tot affn alo to pa.fim erd het aW or col-
I"I"or soft to "0 Interval or an aSMlt Of my aoraw het thanln nos.. "a
fwMw, toot the aaawwf "a not directly I"wad or solicit" "Y flossy .law
On the Iwepl.ia worn W oa,.lysonl t0 Sot In a *Me aid. or onY OMor prpn W
eorawvl.w to .train ifs Modify, w$Intel do$Ynont Ma not to onY owner
tovaht or col Ivt,on ts wwo is hill or to Say a pr$w my ~top
O.Or *their al"or or .loaf$.
AIM
CERTIFICATION U. ASSIONGMT OF
Mllf-TM{T CtA"TO 1tlialum
venOw any W.New receanln "A. " a/W' vOalenic waetin owwtlwPr
'...lost$ #I— Onli-fr.af r101&tlma We In fort w1"Ily Will, ay Ma Ow Wwr.
' Ten-\for., vo"Or WOay *WSO% fa W c"~ WY awe all $lelm for awch ovor-
cm-Pa as ts pop a,v mterlols WrNteead in aawtectlw with Moo war or
contract, *~ Of 10 mwe0orpa rpaHina Ira anti-heat violotluna eP-
N&I otter the "to Of the a10, adoration, or ~ mm, ptMllMina fM
' Visa dnar *%is war or mnt,,,t. In "coat$, Nnsor wwrwM are rowownto
thet $soft 01 hit ewcpllert sits OWcorftracfor$ shell "Sion an, and all own
claim fO Wrchow" aW MCt tO tM afor~tia Ad OgO11ti".
M6
MINIMA MIER M►10AVIT POW
1, Nte w,ar"On.a, ha.Ina deon "IV adorn. do~. as, an$ I.Mf1/Y Not In
c iIOh with the wtar me of Too worn of MI$ Vnf"f, I dill soy each
clo"If"atlon of I.war, forbar, or pawlc am'"" to the prir e
of V work. het loss than the oravai Illy rots of "p w hot lost th" the
•model role Of "sot as ""Itleo In the wlneipl contract. t"t 1 M" read
file move MO forepina tMMmnt and eortiflats, knov the [cnt"te thereof
and the Sltestonce at rot forts thereln IS tr"to sir kn"1"P and belief.
,.' FON. MON CA4USION AFFIDAVIT. AAUWMMT ON MITI-TRUST MAINS M M7iND
MD MINIMA RIM MT IAMIIT
�� Maw of
Pead
a ,rem
-., S ANON 1110 and away$N Rots"•p Nis ay al
N Wloa/of
A"iol of /
i _ _
BID BOND
KNOW ALL MEN Nl" THESE PRESENTS:
That the undersigned Principal and Surety arc held and firmly M,und unto
CITY OF RENTON, STATE OF WASHINGTON
as Obligee in the penal amount of the deposit specified in the call for bids the payment of
wodch the Principal and the Surely bird themselves, their ';,eirs, executors, administra-
tors, successors and assigns, juOJtE(oiiinnttl`y�adnd severally, by these presents.
WHEREAS, the Prinei� ha WWI
??VdIll, 385r 386
V SEWERMAIN INSTALLATIONS — 1985 CBD
SANITARY SEWER SYSTEM REHABILITATION
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal nod the Prin-
cipal shall enter into a Contract with the Obligee In accoetiance with the terms of such
bid, and give such boodor bonds as maybe specified lathe bidding or Contract Documents
with gaud and sufficient surety for the faithful i,erformance of such Contract and for the
prompt fatyment of labor and material fundshed in the prosecution thereof, then this ob11-
gatirn shall be null and void, otherwise to remain in full force and effect. provided, how-
ever, that if the Principal's bidwould otherwise bedeclared nun-responsive by the Obititce
solely because the wording in this bond varies from that which iK specified in the call for
bids, then this document is hereby amended to include the warding so spt^.ified.
SIGNED. SEALED AND DATED THIS OCTOBER 30, 1985
PRINCIPAL: SURETY:
KING CONSTRUCTION� COMPANY,
INC. FAIRMONT INSURANCE CO.
fly: .d4//w'"'i / /f /y.11 BY --✓'^
Attorney-In-Fact
John C. Beason
E I
' FAIRMONT INSURANCE COMPANY
11u04enb, Callftww.ls
POWER OF ATTORNEI'
"Ages ALL 7'""t PNLBeNT!
TAM FAIRMONT INSURANCE COMPANY. a California COgMalon. does hereby male, constitute and
t71M L. BEM*JV,
tAll of the City of Seattle, the State of woshitlyton
M Mr aM lawful Anrryp}M•Fan,with full power and wlbom y,k,r aw m behalf of the C umOMtyrrNely.MdMlr
' rddet1rand affix dersddtha Compawy ttrrtta.ilastal�smywmed,hlsedl.ssdrrtiga:<rnlPdrrr,tataehel
tawty ar other wrieas stllgrloss In it*mkm threat,as!-flows;
Any and d bads,uttdnukinga,naognwnces, mmilts of surely Of dhr wrNbn udlydpwy sh the br"
W to brad FAIRMONT INSURANCE COMPANY thereby, and ell of the will al rid AIIW"s�tn.FwL
' PWSWM b*sr presents. as hereby ratified and cordumed.
Tylr appomtmenl a made under and by authority of the following Bylaws of the Company, wh1Ch Bylaw,
' ant now to IWI farce and effect:
APrKIE IS Berton 11 A170PNLIS IN FALL AND AUtNTS ITe.h.rm.ri al the lord IN Pn.d.M CM ere
FMdvat M cT1LTIIroniwT o/Ccri:o:�ien�TM d1Frt im Paiiron�nar pPo,nr MOII„rew can w.Ipmft wh Pwwr,
aria wMwwy a/.tliMd w hmltN m Ih.r reapcn,r Power d srlaner hit Md M Mha11 M 1M cwpa.on M a.wwe ..
Aria dMvw .rid.M.,M w.I Orb.Corpd.IM 1M..w. NMI YndenNmp...,wtnu.n[e. canton,.d.urea,e.
Maw wmw as"S""ws in the"a"tMwel.Mt any W.aid awes may nmasr M)wch ananry-w4pjorepe,.
and.a.ahe IRA pe.w had autbwy alwn M bin.I.
' AMTKU IV.S.t.11 ALRLMN117)TO bl%D An, A:1W M,,14k.na.t.ogra.nc. (Cr,MM at witty w rmhn
eMgraea w dairt�n Ihe`rauTsWfb:S,J and Ir,.em`uPM IRA cMpuwwm rMn III by the chrrmw,d'M
Iend.IIM yr.r.ria,tha•tin Fraa W.w.IRA cMN hn,Mul MY w w 1M twnun a'1M rorpwatmn aM daly atlrnN
had Ye4d./IYatw E"Ited' ay tM w(wrw,......W 6.110,mlln :N NW MVMM ari/t,rid.ly uFa111M(MawMwwt wha h erw n dYl.d axis ra.. d a"n n,wced by.duly .ulh.,,d rlwriryypdMv w SSW,pwrwant to aM
'tarsi,&i dater 14 IaI a1."►v W w her Paw.0 Mtwry
That Power of atterney a signed and sealed b,lacstmtk under and by the authonty of the following Rasdu.
' ton adopted by the Board ,d Dlrccto.of FAIRMONT INSURANCE COMPANY M a exerting dWy calledand held oa the end day of October, 1993.
' RLSOLVLD nN the 6%,wi.M at.n,0Nnw wthdwA►v IRA ty6.. .. IRA east a,tM cwpwaton.w..v se Nhw1
M Iw.m/v to My po..al sttwnry w sp.IM Porn d anm.ay w<rndxnw.I al.wM,PnM b,M e.«won d My MM.wanartakwe
..aPnuaMe<.nMM d sur.Y w dM .Mnn nhlynon m.M n.un thr,.ol.swh r.pMNI.
I.nP M,ear.Vuard R iM..wpwAwm n IRA on{(nN.ywun M.dh Mtwn.M,M wyrn.l
' Mlre lrFeMs,M w•.W srid IY.btve YPM tha rtltPrwlM wwh,M M..e Iwce.M then r rtloYFa aaariu.ay
IN WTTNESS WHEREOF. FAIRMONT INSURANCE COMPANY has auaed these ptrnentt to M uttid
by AS proP/a+Oblrer a:W Its CorporaM "At o be hereunto alfuted that 12thday of Nowuber, 191e
' a, FAIRMONT INSURANCE COMPANY
o'41.t >ro
ey
� ........• � LEI
11Fw;A ^henryj1F. "riqht. VLcvresident
t A+n AVas
SPA, f 11'Pal
� ♦��EM All`de�
Ysttry ►. "right personally known to one. wait by w duly sworn,and dW depwe and sq:do
Wehe reaidea m the Sure d California; that helahe is the duly elected Vloe ►nalYst of
' FANMONS INSURANCE COW ANY.the roc r baton described in and w hAch tNtwr4 tholtob q YuMY•
Want: that hill"knows she"of said cap. ,:wit; that the seal affued to add drYwuM is such too-
por w Mal. that a wait m affued by authority of hW hef olkso tender the byaws d aWl op"isYos,MI
that ha+alr adned hWher agar thereto by like authority.
' S lbarnbed end swam to pow this 1: -h day of teoveeitter li bit .
NMItIR UtMbELL
ear.swot—<..eaaM<
Notary public in and
Was 01AULLsCOUNTy lot said Cow"end Sur
to rrMauei luea am 21.logs
CERTIFICATION
' I Patricia J. O.brian the lualatant Secretary d FAIRIMONT
INSURANCE COMPANY.certdy that the luregotng power of attorney and the show quoted Sectwtte is.
aftd 14.of Article IV d the bylaws have nol'oeen abridged or revoked and are now is 64 fence and emmod,
Signed ad Sealed at Burbank. Caldore.u, this .i 0Y4 day of ( .'. Y
i
' StAI,
Title. ►wtrac3 . o'nrr,sn
aS..�Cf keelat iec:ataxy
0
CO
r
3.,
1 r
IPRUPOSA,
TO THE CITY Of RENTON
RENTON. WRSHINGTON
' Gentlemen:
Tr, undersigned hereby certif. _ that � _ has examined the site of the
Proposed work and ha_ read and thoroughly understand.'_ the plans,
' specifications and contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
' to undertake and complete the work embraced in this improvement, or as much
thereof as can be completed with the mww:. available, in accordance with the
' said plans, specifications and contract and the following schedule of rates
and prices:
(Note: Unit prices for all Items, all
extensions, and total amount of
' bid should be sham. Show unit
prices both in writing and in
figures..)) f
tAddress V7—?g-
' Names of Members of Partnership+
1
CP
Name President of Corporation •l_;(cn� '•Z1 ,�!:,,��T
' Name of Secretary of Corporation .+✓ � /.f�,,(?- -;'
Corporation Organized under the laws of 1 'r.',i :•_
' With pain Mice in State of Washington at r/ P �r�
■ 6- YPav
Im CSD
■ SCHEDULE OF PRICE"
■ ALLEY BETWEEN MEADOW STREET& FACTORY STREET
FROM N.IND STREET TO N.41TN STREET.
(Note: unit Pa ct. toy all item, all eatenslsis and total amount of
Did awt be shorn. Show unit prices in both words and fiqures
atW where conflict occura Use written or typed words shall provaal.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMUUNT
NO. QUANTITY un't Prices to be written 1n Noidsi DOLLARS CTS. DOLLARS CTS.
SC4LDULE 'A'
Ol, 1 noelluation
Lump Sue
ii .t4/ /a or
7 - <
sow luap Sea (kprtsl 1 Gurasl
02. 1212 Sewer Pipe
Lineal Fop
> -va 34, 3e- r
Per Li Mal fool
03. 320 a' Sewer Pipe
u nwal Foot
Far Lineal ,Foot
04. S Standaro Manholes al'
Each
Per Each
01. S 1 Catch Basin Type I
Each
- -r..
Per Each
�a. 40 l' a A' T00%
Each
BPO 00
pelf each
07. 1700 lank Run Gravel for Tranch IacUil
Ton
For Too
�1. S Connactten to Eatsting Lins
Each or Gtractwo
t ,r
for Lack
(1 Page - i
SCHEDULE OF PRICES
ALLEY RETWFnN MEADOW STREET& FACTORY STREET r
FP:iAt N. IND STREET TO N. 47il STREET
(voter unit pr:crs for all itexe, all +ytenar is aid total awww'c of
' Did imut be shown. Show unit Pries in E10 woads and figures
and where conflict occurs the mitten or typed words shall prevail.)
1 ITEM APPROX. ITEM MITR UNIT PRICE, All)
UNIT PRICE LARSNT
N0.
QUANTITY unit rri cis t, he wri ttsn 1. +or de DOLLARS CTS. DOLLARS CTS
a
L" ICRSDUL[ •A'
10. ISO Asphalt Concrete Pavement
Ton Class -1'
Per Ton tsar dN (Figures)
11. 335 S/he Minus Crushed Rock for ;
Ton Trench /stkfili, Shoulders and
Top Course
e � 9 on
►sr Ton
Construction Itaking
Lisp hue
Per Lmap Iuis
13. 1 T.Y. Inspection
Lump Sus
+•s ('
Per LYap SYe
Subtotal Schedule 'A•
1.11 Sales Tax
Total Schedule •A•
A
I,
I' Page - 2
(Not*, Want prier for A11 ACOMS, all ortwiau And total aauunt of
but aurc be sewn. "W u t prAooa an DotA vurda WA fl PuroA
And voAro moflac. o"mem the vritton or typod vordo Mall provaAl.)
ITEM APPROX. ITEM WITH UNIT PRICED DID UNIT PRICfi AMOUNT
NO. QUANTITY uoat Pete" to be vratton An vorda DO:LARS CTS. D0L1,AA5 CTS.
THE EUSIGNED EI Ott HEREDY AGREES TO START CONSTRUC ION 40RK 0 THIS PROJECT, I
AWARD HIM, NO IA ER THAN TEN (10) DAYS Arr El FINAL L ECUIION AN TO LETS WI IN
WO LKING DAYS ER STARTIMG CONSTRUCTION.
i
DATED T r..- <. THIS DAY 0 'l I9E
OF k2C11PT OF ADDENDA:
Mo. MT9
No DATE
ATE
�^ o
SI(WED
TITLE
NAMP ^r COILLAui
ADDRESS
CITYISTATKAIP
TELEPHONE
ITY 0 EENTON STATE cowrmcmol
USINES LICENSE 1 LICENSE I
I
BOND TO THE CITY OF RENTON
KNOW ALL MEN By THESE !RESENTS:
That we, ine undersigned KING CONSTR'Jf TjOh COMPANY. INZ.
-as pn nc pa and I
_. _ corporation organised
and existing under the ws o the fate o � a1i as a surety
' corporation, and qualified under the Iws o t e tad to of lwo'in;lton to become surety
,.Pon bonds of contractors with municipal corporations, as sJrch arr Jointly One
severally held and firmly bound to the City of Renton in the penal sum of
% 439."' _ for the t,Y,noot of which su, on demand we bind cur-
se veil and our successors, hr ins, administrators or personal rarresencatives, as the
case may .
Thls obligatb• ion Is entered into In pursuance of the statutes of the State of Washing-
ton, the Ordinance of the CIt-, of Renton.
' Jafed at Saat Ur Washington, ois aJ Ia __ day oe_.RO.emt+er iq 5
Nevertheless, the conditions of the above obligatior are such that:
WHEREAS, a^der and pursuant to Ordinance i,or Resolution) No. 2$9S Provid,nq for
r�hedU?^ s, 19H5 C11, S7n.tart ieaer Reh,In,l ititi o, tr,
Twh(kh contract ,s re erred ;o here n—dnj i, vde a part hereof as though atti—fie
and
' WHEREAS, the said principal has accepted, or is about to a?cep;, the said contract , a; d
undertake to perform the work therein providai for in the manner and within the time
'at forth;
1 NOW, THEREFORE, if the said KIN(, CONSTRUCTION COMPANY, INC.
shall faithfully perform all of the prov slurs of said contract In the manne, and within
' the time therein Set forth, or within such extensions of tire, as may be granted under
said contract, and shall pay all laborers, mechanics, subcontractors and materlalman,
and all persons who shall supp`y said principal or subcontractors with provisions and
' supplies for the carrying on of said Work, and shalt hold sold City of Renton harmless
from any loss at' damage occasioned to any person or property by reason of any tare-
lessness or negligence on the part of said principal, or any subcontractor In the per-
formance of said work, and shall indemnify aad hold the. City of Renton harmless from
' any damage or expense by reason of failure Of Performance as specified In saia Con-
tract or from defects appearing or develoolrg in the yterial or wo41onship provided
Or Performed under sold contract N+thin a period of One year a,, „ its acceptance thereof
' by the City of Renton, then and in that event this obligation shall be void; but w hrr-
wlse It shall be and remain In tull force and effect.
K 1NCs C ,'iTIpN C Ay 191
. :Aron M. Hoit. resident
).,n till4Gr1, ttoFRey-tn-tact
Revised! 0/16/63 71
' 1- -
FAIRMONT INSURANCE CONIPANY
Mur4an\. CAIHwmta
POWLR OF ATTORNEY
AMOM ALL arUr 81 THtAt PRLSENT&
That FAEIIMONT INSURANCE COMPANY, a Caldwtua CorpoTalm. dtan hoeebt make, commute and
JUC C. BFMV; PL" D. 147SR1:
LAIIJL L. faOKMO,
All cf the City of Seattle, the Sty l e of hatshulgt<n
u as twr 4wf W Atttraeyt tl-ro-Fae.w rth fall P.wec and aolhm t 1.for end un hehrld the Cotttpea7 es rew11.geAwge
004""'. Nr eR...•tM wr of ur CompM.rMreto �1 a\rai ntegwrnd As.us,uarknat,ng\.wvPweu,cer.corrnrd
wit• w WNW .nata e4.ptroas rn nw wwort theA4,as Mtoms
Awy 4d al bath.uWRt ku p. mcogw NII,conwnU of surety or ahe wrIll"O n tlr IVYre
tiered
and w had FAMMONT INSURANCE COMPANY thereby, and IN of dre am of had ARwneha}urFwt.
1 p wAm b dwa ptewnts, art henM rotdled and cDrdw tied
Thw APpotntment a made under and nr aulhonry of the htlMwrng 9ylawa d the Company, whteh DVWe
' M rw in hall t'w"and ohm
ASMU IV so".11 WORN F PJ M AN AGENTS il.n.Mnwrn a IN,wa,/ .M PnsArwt tM o.
Fwrrw, n+(TrTl4vwn`Ti oTRcw aIfi� apfm;mrw.r.Rprnl wtw,ers rn rana yens.mh pewr
t W egaawt r aN�rW p IxwrN M tMx wPw\we power q xwrMr hx erb aw MIuI1 d tM.or rdN.m r e.tM
W Mww wht aNr.rM 1, .J o, CarpuNtw.thrwb A.tWs w.drnaa,rye w..yAsw% (.wwwa tI sun«w
arhlr II tee o P.. �n M,.a,Wa 11.«eal W a,N d ud tlw'ers war nwww My rush rbrMY e.bt w apat
W ware w Pe.w.w N,rAwar g.nn ro No w Mr
MTFCU IV Secwur Ir AL TM,,)N Tl TO al\D Am Awa nanr�na wxawerr(e cancan,q wwv w wrx,aw
606 .w dr'Nlwi RvwaF PniV-.aTitW Andy upn tha.orPwNaw.hen vranN sr,M(wa•.ww tl tM
card *.Pt bdm the v.•t•as•aw•t.tM chrN hMa W(Jh(« m rM Nrmwv o1 tM.(vryvwan wa dun N,eNed
aaa Imbled 9 e wa1 a•e.tuuN ar IM Y(t«M.+,1+\rNMI M!T,pr .4\nqt M Yil,d W Mwd,l.(&&cult IM(wPO,Nrnw
wara I,d\e.wwM W waW J•nr n wS.raN M\dun wrn(."nJ Ntc"". Iw,w yarn P.. .•hr W
waa�Err earns r tan etlhw.T pw'ad ae hr w Iw P«.«q W(uMv
Tha Pwa d attorney a$igned and WAW h)'lanttndr under and try the muttony of the to Wwtng Rewdu
Iron adtlpted tpv tht kmrd of Dmitm d FAIRWNT INSURANCE COMPANY m A Iew mg duly (Vied
and he4 on the and day of Octotrr. 1993.
AlSOMD",M Ngt.N q am olrh«w•AxuN q,M Mu..\ .w rM wtl tl tM(swpwwsnw wav M glued
ar Iw'Nw.rY p M. PuMr q N.w•vY w aP«+N Rrwer d wlwlrry w rrnJn N•f1w q wMe P•�(.b,M erwu,Mn q
am►eM ..arty+wya •e:ynuewv canrnr M war w(JM•w,w,en.NiPgon�n rM npu•e rMm+t \w n wPnuun
Www denn. 4�r+I Mnw aJ.+P,N n.rM.(.pnp.w«,M tin(j ;W,,'•.r.wn tit. N.arM w.pnq
aW III toecalPww.ww .o w.and W e.r.4y upr.rM carPurw..r w.h tM r„w Iwae pq rN«•r,l.a,yh rwvuaaP
arlW
IN WITNESS AHERkOF F.AIRFdONT INSUR ANCt COMPAN\hat,cauwd thew pRwt1H to be uI{nad
b Pr y 14 o" Oath-� Ind tie ;or"441I "&I W be henunt.. Vhred Ihr 12thay d bwu'ewar' l4Ba
S' ••V�CF MIRMONT {NSURANCE COMPANY
r
o/• '4.0
ml 9y
1110
t,
AltCAEIF�x.• •lenry F. right, gue »&&dent
' •M
1
Elele el cufeaeta
tswcy r. Wright personally known to one,wait by me duly swom. and did depose arid my that 1
brshe Weida in the Sun of CaWoma;that heishe as the d.lv e4;wd_ vice President �•
FAIRMONT INSURANCE COMPANY.the corporation des gybed in and•Sall a ecweA the Nc-e way
matt, NW With,knows Ms seat of sad corporation; that the seal affixed to uW ituxrumem u such cor-
pcease sal, chat it was so affixed by authority of hWher office under the Bylaws d sad yargaxation. and
that ae,she signed hurler Dome thereto by at authonty.
subai;r"d and sworn to nor this 1 -n day of Noveebar 19 94
a��fee 1
"Allawr INSRELL
rua.we.K—w+w•
I.KI..IV.Kr M Notary Public 1n and 1
Los ANCittS COUK" for mid County and Stan.
M faaa.w l.pw to 1 t.ttN
CERTIFICATION 1
L _Patricia J. O.erien . the Assistant Secretary at FAIRMOM 1
04SUMNCE COMPANY,certify that the foregoing power of attorney and the above quoted Sections 13.
srd M.d Annie IV d the Bylaws have not been abridged or revoked Moat+n stow is hall farce and affect.
Signed and SeaMd at Burbank, California, this day of Nova.-' - . it i
SEAL i
r
Tidy; f Uici WWUA
o �o
AFL
CAL%f
1
1
1
a •
,w�,,,,yY.w,a,utt 1�MR�u a rAt tt9�a wowMr,w otllr up
we alaMa V'all, tPlUfa tgttxa l,K ta�lafcAre tMAaaf
lY11w Oa Y1M rMMM EewMK Afralo[o�r M MWK Klofr.
DEESCTv d,11pANv c CDBMAlOn AMMO OOWAAOE
�. 500 South L.,,dcr Strr, t LTrf�' A
Seattle, Naahtn8 pan v811a t " _1JHiIEII Flgf. �(-A[LAl_I'Y_S.TbBE, _
.t�r + . .
aa.rto a2.A..lil:L^iSlkL\l�a:E_. _1r�N[1kf.�..LLl.---
hl CUNSTRIl:. ION CLAVNNI , INC. It�t ar O --
' L'}Y sou IhwY %t 31:tt'- Plaie ,
-Meal N'aV , NaS' i n„ n A8003
1l1RA D
� �nrif■�11ro11arqam t,tlet IOI MNC K�NI MCa�IRMp�I1O1T�R wwl6a ruMW MDv!e0P M MliGf 1K.
ra]M P NIONara�:wR M��I�AI � �P M f�011Ptf OKiftl•11!�rM�l�Cr�fO u�Mr taM1�a110.0. �C Mf
•,. Of wwAilkX -?— Ap[r nuwKP rn,fMl 9fr i,rYYN, YY,LL1T't4n6 w':+IOMgp
--' '�.E.mrM efA fYMavn —-_-_ Awf.ta
L�o6a.., ur►m w�Aw: t t
I ` -.rwwtAiMF qw I
?,Esanwnae 1 I twr�°f� s t
•., t'�iuenu�inwa wwlo � t
t,�WM'YM14MttTO tl6wl17E
Pt�N 85.i I6 03/31/8 u4/01/8 paro 11500 SOt,
�y vfArf,Y1t1,MkR TM !I 't
\ MdV It1W NMI1n WAMA
.ir:(AA Wfl I ,lP9G`Mt.AAUN\ j100
Y. fMRI .JA lY fw` s
nr , �AfR
V. 1,OAMIi WIQ,nw IASS �����•�
w 9A.RL t`'.Y 95 Ot, I03/3118 99/0118
aw afxu A,�AS
t •.f.M lUaaltf - �.-_ �.._
.fAAtur rtw i'ttL" . I : a J4 0)13l/'8 001U; i8�1p fw`+�*�ifl OJ,': It(,C00
Wc+Mtlr'COMMargA � PfgPp,
,ND fAJ,ACtMFI _
� ,1f5t�"F:r{aQ UMM1
I
,;apYfn(w p(KA4MwalJr:ktM.YdrEW.aEt3iY';;W,l IIfYS
SI�HElk LL •1, 198$ ,'1,0 S\NIUMO 1,L4,14 RC:MMLITATKSN kkCV4tA.M,
RENTON, MASIt1*;IOf. THE CM %X RENICN, VASH14QTOi IS INCLUDED A$ AN
,NODiTIO%L%L i\SVH' I AS RF.S S
TH C.tTY a KEN TAW yw w.o u+=a„e .e.rvf uff ro.a.ww K r.Acaum Kr,M twc cA•
„ S ,;'1F'AL fll'(1.I1I VC, M 1wh *all
1
"Ple,aM?"I maw iCOWA.t„o oia&*"V io tTo
ta"W"ALOWMW,auPltlartBA Mwr alfOaa In)OaLlaArlOaat elArllf
Of 4M aPOA n4 rtY♦ f1R♦AA[flw"A,iW�
1
DEPARTMENT OF LABOR AND INDUiTRIES
• THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW M A
�Ha
p �•IF�AA E•—' I��� STATE Of WASHINGTON
`'ZN'v L5nilcuCT IVN CuMW� /:,
PtOkNAL VAT _ RAi9p
I \ I � Lwfsll.M
' ICL��>Q��lli3
t
,�--.nut
ISSUCD OSICl/e3 CITY UUNTON
G 7603
' BUSINESS LICENSE N. J. MULCANT
FEE 11eC.00 4-714 SN 3127N /LACE FINANCE DIRECTOR
' l,censee has male a1M1K411nnn Iet a City 01 WfOh RuniMOf License In accpeaoce with Iw pm..
vnn+nl T,nn V RuxlMax Rayulallona Chmey 1.Co01 of General ohmh r ex a IM City of RwhIhh
1 aoagrelic -amply wan all the rpWreTMRe of wind aGlnance L,Wwm eMI11Wrt11N CWViy with
AF' any and oil olhar City COON.Orch—MAW
puNtWMlppllCebM lAtM 0u61MllK
i.,h l,:en+rat ne,evnOM + �
KING CONSTRUCTION CO
' 47346 SW 317TN PLACE
FEDERAL KAY MA 9E023
_.?!^. IIt"^,T m�7iC.IIICC:+fair uay.+-afc3lL 1Q�*T'�[71•C
1
1
r
rI of
CONTRACTS OTHER TNAN FEDERAL-AID FHWA
rTHIS AGREEMENT, wade and entered into this wa—{day
rby and between THE CITY OF PENTON, Washington, a municipal corporation of
r the State of Washington, hereinafter referred to as "CITY" and
King_Construction Comuapy :n.. hereinafter referred to as "CONTRACTOR.
r
W17NESSETH:
r1) Thp Contractor shall within 'he time stipulated, (to-wit: within
r working days from date of cdmMendMnt hereof as required by the Contract,
of which this agreement is a component part) perform all the work and
rservices required to be performed, and provide and furnish all of the
labor, mrateriais, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
rin connection with the City a Project (identified as No.
for improvement by construction and installation of: srheen,. ^n^
1985 COD Sewer Improvements _
r
All the foregoing shall be timely performed, furnished, constructed,
installed and coRoleted in strict conformity with the plans and Spec-
ifications. including any and all addenda issued by the City and all
other documents hereinafter enumerated, and in full compliance with all
a{,dlicable cudes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
rappliances, machines, tools, equipment and services shall be furnished
1
2of '
Contracts Other Than Federal-Aid FMWA ,
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as t
being in such conformity with the plans, specifications and all require- '
merte of or arising under the Contract.
21 Tne aforesaid Contract, entered into by the acce:t3cce of the Contractor's ,
bid and signing of this agreement, consists of the following documents, 1
all of which are componeo; parts of said Contract and as fully a part
thereof as if hereir set out in full, end if not attached, as if '
hereto attached.
a) This Agreement '
b) Instruction to bidders
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 the work or any part
thereof with such diligence as will insure its completion within the
time specified in this Contract, or any extension ir, writing thereof, '
or fails to complete said work with such time, or if the Contractor 1
shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on '
account of the Contractor's insolvency, or if he or any of hi.
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 hi,, and his surety of its
intention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-compliance of
any provision of the Contract shall cease and satisfactory arrangement
' for the correction thereof be made, this Contract, shall, upon the
expiration of said ten (10) day period, cease and terminate in every
respect. In the event of ani 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 115 days after
the serving upon it of such notice of termination does not perform the
1 Contract or does not commence performance thereof within thirty (30)
1 days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
' by Contract or by any other method it may deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
liable - the City for any excess cost or other damages occasioned the
City thereby. In such event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances, equipment, plants
and other properties belonging to the Contractor as may be on site of
' the project and useful therein.
t) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
1
Contracts Other Than sederal-Aid FHMA a of 7
5) Cortractor agrees .nd covenants to hold and save the City, its officers, ,
agents, representatives and employees harmless and to prorytly 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 occurrc ,
omission or activity upon, on or about the premises work( ' upon or in
any way relating to thii Contract. This hold harmless anc indemnification '
provision shall likewise apply for or 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 ,
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees :o ,
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements hereunder.
6) Any notice from one party to the other party under the Contract shall ,
be in writing and shall be dated and signed by the party giving such ,
notice or by its duly authorized representative of such party. Any such
1 5 of 7
Contracts Other Than Federal-Aid FHWA
' notice as heretofrre specified shall be given by personal delivery
thereof or by depusiting same in the United States mail, postage prepaid,
certified or registered mail
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
full performance of the Contract not later than 60 working day%
' from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will be
the sum of One ..undred Fifty-four Dollars and No/100 (3154.00) (SEC 1-08.9),
as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
B) Neither the final certif• ate of payment nor any provision in the
Contract nor partial or entire use of any installation p-ovided far by
this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
work and pay for any damage to other work resultin; therefrom which
' shall appear within the period of one (1) year from the date of final
' acceptance of the work, unless a longer period is specified. The City
rill give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall be
6of 7 '
Contracts Other Than Federal-Aid FHWA ,
Obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cost and expense of Contractor. '
9) The Contractor and each subcontractor, if any, shall submit to the ,
City such sched^les 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 performance of the Contract, including the payment of all '
persons and firms perfo piing labor on the construction project under
this Contract or furnishing materials in connection with this Contract;
said bond to be in the full amount of the Contract price as specified
in paragraph 11. The surety or sureties on such bond or bonds must he ,
duly licensed a> a surety in the State of Washington. '
11) The total amount of this Contract is the sun of _Ligh ty-Two ihousend, Four
Hundred Thirty-Nina and 22/t00 (S82,439.22) , which includes Washir ,
State Sales Tax. payments will be made to Contractor as specified in the '
"Special provisions" of this Contract.
Rev, 0/83 ,
Contracts Other Than Federal-Aid FHWA 7 of
' IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
his hand and seal the day and year first above-written.
' CONTRACTOR CITY OF RENTON
4
Sharon M. Holt'J06AQ.
rP esi ent stltt�rc r d-AI it,""""f�=—
ATTEST:
ty er
d/b/A King Construction Company,
rr, N
am
e
Individual_ Partnership
Corporation M A Washington Corporation
fate o ncorpora t ion
Attention:
If business is a CORPORATION, name of the corporation should be listed in
' full and both President and Secretary must sign the contract, OR if one
signature is permitted by corporation b—laws, a copy cf the by-laws shall
be furnished to the city and made a pa,t of the contract document.
' if business is a PARTNERSnIP, full naeae of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
MA; sign the Contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the Owner should
appear followed by d/b/a and name of the company,
1
r
1 CONTRACTOR/SUBCONTRACTOR ` p� REPOkIING PERIOD
MOWTHLT MANPOWER UTILIZATION REPORT Month. Year
1 ro be subelittod to the City's Project Goals ar.d Timetables a committed
Engineer during the lot weak of followng `I in Contractor's Affirmative
Month while contract is in prog»ss. Prude Action Plan t
i contractor 1.o reoponsible for obtaining and or per City's Plan 9.1 0
s t all Subcontractor
1, Iwww .4 locatlao sf CaaPltaaaa taaaey O-pt 1 Frog. INaa. ud leeataa of Caatrtctotl
1 This »port is »Qui» y Executive r er 11:a6. Section—To d. s lure to report car.
1 result in sanctions which include suspension, termination. can:e . -tions or debarment of
contract,
alms eNl tU:
1 worm Neurm of earlorment is.. roctnot.l rltr nwo.r owf.r
of or
Claaal a. - °/h or alrorlt Employ.
e�.a, N/a- rr. aatan/ ,oql total ERr:c;' •n
1 Coepmv B Name �'.C.1 TnW tlana TOGA aLCN panic Mlan MwL'tee #,ls v,'h eec
1TT
It
1 t
1 _
1
1 _
i -
i
1
1 -
1 tcxpagy f role '• .tent t'rr, u+ a Dag Lnao • epnorw b�atrr
I inciter Area ::_..e�
1 nor. 11. " (rvalos a pee,ties. •alunoritles a Non-minorltie al Page of
1 7i8C (Subetlttal mogmtementa 6 City's Goala^rimmtableo} —`�'
INSTRUCTIONS FOR FILINi. Et•IPLOYKDr I'TILIZATION REAtRT (CITY OF •ENTON) '
The Employment Utilization Report is to be completed by each subject contractor
(both prise and subcontractors) and signed by a responsible official of the
rompenv. The reports are to be filed on toe day rcqulted, each month, during
the term of the contract, and thev shall include :he total vork-hours worked on
the pro!sct for each employee level in each designated trade for she entire reporting '
period. The prime contractor shall submit a report for its s ,rk force and shall
collect and submit reports for ♦-ch subcontractor's work for . to the Compliance
Agency the- is funding their co.. truction project. '
Reporting Period . . . . . . . . . . . Self-egplanatcry
Compliance Agency . . . . . . . . . City of Rentor (administering department) 1
Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying '
construction contract with the City of
Renton.
1. Company's Naar . . . . . . Any contractor or subcontractor who has a ,
qualifying contract.
2. "Ad* . . . . . . . . . . . . . . Only those crafts covered under applicable ,
EEO bid conditions.
1. York-hours of Employment . . . . . The total number of hours worked by all
employees in each classification; the total '
number of hours worked by each amir.,rity
group in each classification and the total
work-hours for all women. ,
Clasaification . . . . . . . . . . The level of accomplishment or status of
the worker in the trade, (C - Craftworker
Qualified, Ap - Apprentice, Tr - Trainee).
A. Percent of minority work-
hours of total work-hours . . . . Tt.r 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 J
!. Total Number of Mlmority ,
Employees . . . . . . . . . . . . Number of minority employees working 1n
contractor's aggregate work force during ,
reporting period.
6. Total Number of Emplovees . . . . Number of all employees working in contractor's
aggregate work force during reporting period. ,
r Minority to defined as includinq blacks, Hispanics. American Indiana and Asian '
and Pacific Islanders - both vkn and woman.
RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
tPOL CES
In accordance with the provisions of Chapter 62, Laws of 1971,
H.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:
Kin C_g__04 R Ordinance No. 1S27 requires Building and Land
ve opment wzston an Hydraulics Division review of grading
' and filling permits and unclassified use permits in flood
hazard areas . Resolution No. 36210 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services. Reivew by Hydraulics Division.
King Count • Ordinance No. 800 No. 900 No. 1006 and Resolution
' o. o. o. o. an o. lIZ42
contained
n tng ounty Lode it es an are prov sions 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.
' Pug_et Sound Air Pollution Control Agency Regulation I : A regu-
TTation to controlthe em ssto atr contamtnanis from all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in
accordance with the Washington Clean Air Act , R.C.W. 70.94.
WASHINCTON STATE DEPARTMENT OF ECOLOGY
' W.A.C. 18.02: Requires operators of stationary sources of air
contsm rants 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
to ensure t e purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
protecting of wildlife, birds, game, fish, and other aquatic
life, and the industrial development of the State, and to that
end require the use cf 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 in.o any of the water of this
State any organic or inorganic matter that shall cause or tend
to cause pollution of such waters. The law also provides for
civil penalties of S5,000lday for each violation.
R.f..W. 70.9S: Establishes uniform statewide program for handling
soTI3-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 except
at a solid waste disposal site for which there is a valid permit.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.W. 7b.04.370: Provides for abatement of additional fire Naz-
ar (lands upon which there is forest debris) and extreme fire t
hazard (areas of additional fire hazard near building, roads,
tmpgrounds, and school grounds) . The owner and/or person respons-
iblt 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
a atement o orest fires or forest fire conditions. ,
R.C.W. 70.94.660: Provides for issuance of burning permits for
Abating' rprevention of forest fire hazards, instruction or t
silvicultural operations.
R.C.W. 76.04.310: Stipulates that everyone clearing land or ,
clearing Tight=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 4aw requiring ,
burning permits.
R.C.W. 78.44: Laws governing surface mining (including sand, 1
gravel,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 r1�Tmation.
W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining ,
to an c eating and burning.
U. S. AM1Y CORPS OF ENGINEERS ,
Section 1 of the River and harbor Acid
ct of June 13, 1902: Author-
izes Secretary o Army an Corps o ngzneers 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 eater Pollution Contra) Act (PL92-S00
tat. Authorizes the Secretary o t e nrmy, acting ,
tTiroug t e 'orps of Engineers, to issue permits for the discharge
of dredged or fill material into the navigable waters at pecified
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 FEDERAL LEGISLATION ,
Section 13 of the River and Harbor Act approved March 3 1899:
Provides at discharge o re use without a permit intofnavigable '
waters is prohibited. violation is punishable by fine. Any citi-
zen may file a complaint with the U. S. Attorney and share a por-
tion of the fine.
-2- '
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kin Count Resolutian No. 25789 requires an unclassified use
' permit or ing, quarry ng ncluding borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse digposal 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 Man■ went Act 1171 requires a permit for construction
' on State s ore neT—acquired by Public Works and reviewed
by Building and Land Development Division.
;In Count Ordinance No. 1a11 requires permit for grading, land
i s, grave pits, a ng, quarrying and mining operations
except or. County right-of-way. Review by Building and Land Develop-
, sent Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GMIE
Cha_� tp er 112 Laws of 1909: Requires hydraulics permit on certain
oro acts. ng County epartment of Public Works will obtain.)
' WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 173- 220: Requires a National Pollutant Discharge Elimination
item permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372-26: Permit to discharge commercial or industrial waste
' waters nto Late surface Or round water (such as gravel washing,
pit operations. or any operation which results in a discharge
which contains turbidity.)
W.A.C. SOB-12-100: Requires permit to use surface water.
W.A.C. SOB-12-190: Requires that changes to permits for water use
' e rev ewe y t e Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
%ithdrawal and/or the diversion of water.
' N.A.C. SOB-12-220: Requires permit to use ground water.
W.A.C. S08-12-260: Requires permit to construct reservoir for
w■ er s orage.
W.A.C. SOB-12.280: Requires permit to construct storage dam.
' W.A.C. SOB-60: Requires permit to construct in State flood
con ro tone. King County Public Works secures one for design.
' Contractor secures one for his operation (false work design, etc.) .
t .3-
PEMITS REQUIRED FOR THE PROJECT - Continued '
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.N. 76.04.150: Requires burning permit for all fires except
for small outdoor fires for recreational purposes or yard debris t
dimsal. Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.W. 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. 76.08,080: Cutting permit required before cutting merchant -
a e t4m er, ,
R.C.W. 76.08.275: Operating permit required before operating
power equ pment in dead or down timber. '
R.C.N. 78.44.080: Requires permit for any surface mining opera-
tion inc u ing sand, gravel , stone, and earth frok borrow pits) .
UNITED STATES ARMY CORPS OF ENGINEERS ,
Section 10 of River and Harbor Act of March 1 1899: .SRequires ,
permit or construct on of er t an ri ges, see Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) , 1
FIRE PROTECTION DISTRICT
R.C.N. 52,28.11 52,28.020 52.28.030 52.28.00p 52.28.Os0: '
rov es aut or y or, requirements o and pens t— t�i failure
to secure a fire permit for building an open fire within a fire
protection district. ,
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 General Brid e ,
Act o arc •n enera n e ct o as amen e
ujustRequires a permit or construction o bridge on
naviga6Te titers (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) of Regulation I: Request for verifica-
tion of p`opulit-Io�nsity. Contractor should be sure his opera- '
Lions are in compliance with Regulation 1, particularly Section
9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) ,
and Section 9.15 (preventing particulate matter from becoming ,
airborne).
-a- ,
1
PERMITS REQUIRED FOR THE PROJECT • Continued
1 ENVIRONMENTAL PROTECTION AGENCY
1 Ti otle 111.0 Cha ter It, Part 61 : Requires that the Environmental
r ec : gency be notitied 5 days prior to the demolitior of
any structure containing asbestos material (excluding residential
1 structures having fever than 5 dwelling units) .
The above requirements will be applicable only where called for
on the various road projects.
1 Cop:es of these permits, ordinances, laws, and resolutions are
available for inspe.tion at the Office of the Director of rublic
1 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
1 and no additional compensation shall be made.
All permits will be available at construction site.
1
i
1
1
1
1
1
1
1
i
1 -5-
1
Y-RAe OC-AA PKEVAILING NINIPU• PDUPLV KaGE NA1ES SEPIENGER 0%, IM
L11PAT ION: Ft YI..:FFS
�mallunt fhfl A),. LL %IIAll, DUUGIAS. CRAY$ 11ARKW, Ilk it, JEFFERSUN,
..IA.. k1ISO, KIIIITAS, LEt11S. PASDK, PALIFIL. PIERLE, SK4411,
SN1• 1.1•Ip.. I1105104. WMIO.LP AM) VARIRA CLUNT IE S.
TFI L.F Nlatl112
IuIAL HIURL, PLNU 115 3.43 A/HP.
' raul KAIF%
'R,L'JPAT I,F+ LCCI.PAI ION STATE
f1,ul DESCPIPTIUN RATE
1C.1V
Aw
u Tl)F.F
.4I: StA1L: rVLFTIME - alt HUURS WORKED /N EXCESS
Uf )i I,.JPS PFR DAY CIA 44 HUURS PTR MLEk SHAIL
' tkl PAT AT rNE @,No CNE HALF TIPE% THL REtiWLAR
RATt Ili PUT.
n• I 1:I T S
iIAT 1G')
'a„I i
�h+-. 1, 1!I-AA PF LY A IL I;+1, MINIMU14 NUUkLY KALE It AT tS SEPTt119ER Or, 1965
JP AI ICNe I104jiR CS
i SEKIk L .AILk I. 1'IL CCKS IkUC T I UN
,.n.AI1,!M1I ! LA1.1.AA. . .sS 14AK'•01'. ISI ANU, JLFI[R%LN, K141., KITSAP, lcw1S,
PW14, JAi 11- 1( INCkIM OF .IAw11 AKUY COUNTY NCR11/EAN BUUNDARY
I IIL'I:)t0 )J1 -f ST TL IIIF PALIT IL QCIAN). PICA CI, SKAC,11.
jM ni1MI S11, IUL.ST U4 AND KIUICLK (UUKTIES.
r. Iw.F BTAtfl1S
11c-'I IV a:10 •f Lf V 1 1. 15 5/11K
PYk SII.. 1.55 S//1R.
tIRAINIK", IUKO . 17 $/HR.
..A(.r Palk,;
1 III.0 UPI I I•Ai CCCUPAI IUN STATE
COL[ DtSCkIPT1UN 14ATE
31,1-?Jll GEKII•.AI, Wnk LR 1).110
16'1-.CI) PIPLLIYIP 141.29
lea-CC)) TCP10% 14.14,
1
1
1
CITY UT 911110,
p ALITARY StdTP PI WLCTS
ISAS CUU 0WAClIIIATLUN
PAVE lO
1-1 1: 00-AA PRtVAIIIN'. 41141dU14 NUUNLV kAGf *Ms SEP1E041.1l, 44, 11#15
K,6tip ItIIfhI P,14FIt FUJIPPkNT JP ERAIce*
I it Of L IAILP LU%SI ItUCI ILNI
It LA11'Vit LF11 \N, LLAll 1.1, b'n JGLAS I IItAt PORT 10.4 MItICN LIES Wi4l I14, lilt
!. Ill "lltill AVS MWoOk, 1SlIh0. JilFERSII'1, Killu. .<I15AP.
NIITITAS, I ' I • . 'l,lu.%, PACIFIL IMRtli III, A S1k11ul•T tlVt Ikl +
Ilt OJI,1111 :"LA lV UJ IL•IS COUNTY k'ITt NUiJ WEST lt. IIIL
Phi If It: IIII .• :1 AN%II•.?t A!,J
1A/ I IA 1,1YI ;T11 i.
I kIJv) MIAs FITS
,11.ALIF AN') «,LF.At I 1.115 limp.
'r•IGlt1' 2. 1) 1IHP"
IRAI1,11, 1 FL4a .21 ifNR.
' ..,t iA1rS
'ILCUPA I I'!>t UCCUP►T ltni S I AI L
i url 7F,SCwt PTIt.N +ALE
I`Af.%,IGL ITt1:I GASL IYOE ANU IAN,ifF WITH 15.'li
' Al1Af."Af AISI
i '.LA..t Io.Y2
104.92
,A - :1'•' rl(itt IALL (AF. TYPE U-1 ANU LAA„lRl h. Si
, In—.'V-1 FAEM-! A' If)AJLN ITYUS. ANU UVENI
vN ;+17T) AE404141 C. +FLJIk
' IIJ SERILtr I,.32
III SI-. Ytl 11 V;)�. AA11 UKCL141 16, 4:
SRq-'P0 51,11 't•N.t' IAt.t CAT, TVPt 0-J AAJ LAW"k) lu.Yi
at' NIP {
i4:-CC? 1 JAL Fuca 1uk.` CASF tYPE ANU $MAILER Wit It.*25
AIJACI,IF%ISI
y•� - ', \ 1 nrhul%, Vlllll It lt..2l
. '.' it 74 IuUi.z IS1AlIJNARY11 15.+2 ,
r ITY Cr tf"NT1.A
GAh1TAFY yt,.V P1 'JI0S
G-J 41. Jk1, 1Ph
lilt CUJ PNtAell1TAl1UFf
PAGt 3
I
�KY-R 12)20-AA PREVAILING MINIMUM HOURLY WAGE KATE$ SEPTEMUCR J-. 1965
01PATIONZ POWER kJU1PMENT UPERATORS
(SEWER C WATER CONSTRUCTION)
10CATIONT LFLLAN, CLALLAM. DOJGIAS (THAT PORTION WHICH LIES WEST OF THE
121114 PERIOIAN). GRAYS HARBOR. ISLAND. JEFFEKSUN, KING, KITSAF,
1 KIITITAS. LEWIS. MASON, PACIFIC INCRTH OF A STKAIGHT LIIIL FROM
THE SUU7HCRN 51IUNDARY OF LEWIS CUUNTY EXTENOLU WEST IC THt
PACIFIC ULEAN) PIFKCE, SKAGIT, SNUHOMISH. THURSTON, WHATCUM AND
VAKIMA LLUNT1ES.
WAGF RATES
' ULLUPA7IUN OCCUPATION STATE
CODE DESCRIPTION RATL
' GR�IIIP 7
540-OCVJ COMPACTORS 16.%25
' 560-0140 UC2)R IANY TYPE SMALLER THAN CAT D-31 16.415
RMO-OIA) DRILLS IIEPOI TYPE) 16.429
580-CIPL) FRCNI-ERG IGAJER (UNDER 2 YU.1 16.425
t 500-O22J GIN TRUCK 16.425
$50-0213 MECHANICAL GREASER )LARGE GREASE TRUCK) 16.425
54O-C27) PAVING MACHINES 16.425
VAU-C2P) PC1 FIREMAN (ENGINE OPERATED ABOVE 3 BILL.) 16.425
' SR3-03P) RCAIFRS 16.425
58C-C321 SERVICE PLOW 16.425
590-C34J SICE A`JUM IANY TYrE SMALLER THAN CAT 0-31 16.425
50-0369 TRALIAIR 16.425
SOO-0180 WELL P-;IRT SYSTEM 16.425
GROUP 3
SR41-01110 AIR LUMPPESSIIR 14.46
SAC-COBJ CHAIN TYPE DITCHER WITCH WITCHI 14.46
5MU-U 113 CONCRETE SAW 14.46
540-C20 OIL-GREASER 14.46
590-C251 OILER 14.46
SAD-C241 PUMP 14.46
560-C310) WELUIN6 MACHINE 14.46
1
' LILY OF RENTUl.
SANITARY SEWER PAU' CIS
S-3K4. 305. 3P6
IS01 CPO PEHAPILITATION
PAGE 4
IkY-HJlllo-AA PCLYAILING MINIMUM HOURLY %AGE RATES SEPTkMOEp OA. 1985
.CIIPA1ION9 PUMEP EOUIPpFNT OPERATORS
(SEWER L %A1kR CONSTRUCTION)
�OCAI ION I CHELAN. CLAILAM. UUUGLAS ITHAT PORTION WHICH LIES WEST Of THE
120T11 MERIUTANI . GRAYS HARBCk. ISLAND. JEFFERSON• KING* KITSAP.
' KIITITAS. LEWIS. PASON, PACIFIC INOPTH OF A S[RA1GHT LINL FROM
THE SOUTHERN PULINCARY Of LEWIS COUNTY EXTENOEU WEST TO THE
PACIFIC LCEAN) PIERCE. SXAGIT. SNOHCMISH. THURSTON. WMATCUM AND
' YAKINA CUUNYIES.
OTHER
' Stl4-9910 ST/TL. UVERTINE-All WCPK PEAFUkMEO IN EXCESS
OF R HnUpS DER DAY OR AO HOURS PER WEEK AND
ALL WORK PERFORMED CN SATURDAYS IEXLEPT MAKE-
UP UAYS1 AND SUNDAYS SHALL BE PAID AT ONE AND
ONE-HALF TIMES THE REGULAR RATE OF PAY.
ALL %CRK PERFORMED CN HOLIDAYS SMALL BE PAID
Al DOUBLE THE kEGULAR RATE OF PAY.
1
t
t
LITY OF KENTUN
SANITARY SL.ER PROJECTS
5-384. 3t5. 3E6
' ►S64 CED RE+IAellITATION
PAfk 5
WY-"2320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER J4, 1985
CCUPATIUNI %URVFYURS
e OLATIU44 CLALLAP, GRAYS HARBOR♦ ISLAND• JEFFERSON. KING, KITSAP. LEWIS.
HASi N. PACIFIC. PIERCE, SKAGIT. SNONUMISH, THGRSTUN ANU WHATCGM
CCUI171 ES.
FRINJE BENEFITS
TOTAL HOIIPLV BENEFIT - PARTY CFIEF 1.50 S/HR.
TUTA( HOURLY BENEFIT - INSTRUMENT 1.00 S/HR.
PFRSCK
TOTAL "%JOEY BENEFIT - CH1IN PERSUN . 70 S/HR.
WAGE PATES
OCCUPAT lUd OCLUPATIUN STATE
CODE DESCRIPTION RATE
720-0010 CFAIN PCPSCN 9.25
720-004) IKSTRUNENT PERSON IJUKIOR ENGINEERI 11.00
720-OC M PARTY CHitF (ASSISTANT ENGINEERI 11.50
' OTHER
720-9010 SIATEt OVERTIME - A-LL HOURS WORKED IN EACESS
OF B HOURS PER OAT CR 40 HOURS PER MEEK SHALL
RE PAID AT ONE AHD ONE-HALF TIMES TILF REGULAR
RATE OF PAY.
1
LITY OF RENTON
SANITARY SEaER PR WLCTS
38R. 3P6
1585 CBC PEIIAPIIITATIUN
PAGE 6
Ur-R11320-AA PREVAILING MINIMLI, H01I=1 * .AGE RATES SEPT EMBER OA, MIS
MPA710h: TEAMSTERS
�OCATION: CLALLAP. GRAYS WPBOW, ISLAND. JEFFERSUN. KING. KITSAP, LEWIS,
MASUN. PACIFIC WURTH OF THE WAHKIAKUM COUNTY NUR7HEKN BUJNDARY
EAIENUEC DUE WEST 7U THE PACIFIC UCEANI. PIERCE, SKAGIT,
Sh(NIUMISH, THLPSTON, AND WHATCCM CCLNTIES.
FRINi.E BENEFITS
HFA. '- AND WELFARE 1.99 $/HR.
PFNStCN 1.75 A/Hk.
' WAGE RATES
tK.CUPAT ION CCCUPATION SATE
tCCCE DLSE91PTION PATE
GROUP 1
1 i30-C690 LEVERMAN AND LGAUrRS AT BUNKERS AND 17.06
BATCH PLANTS
110-1203 SMAMPLP 17.06
730-IRI7 WAREHCUSEMAN AND CHECKERS L1.06
GROUP 2
' 74r-1300 TEAM DRIVER Il.11
GROUP 3
1 110-011) RLtt IIFIS. UK SIMILAR EDUIPMFNT USED IN 11.16
LEADING CR UNLUACING TRUCKS, TRANSPORTING
t MATERIALS CN JOB SI1EStWAREHUUSiNG
710-CI41 bus OR EMPLOYEE HAUL 11.16
130-C2m OLMPSIFRS. ANu SIMILAR EOUIPMENT:TOURNO- 11.10
e RCCKERS. TOU64UWAGOh. TOUNNUTRAILER. CAT UM
SFRICS. TERRA CURRA. LETUURNEAU, WESTINGHUUSE
A1HLY WAGJN. EUCLID, TWO AND FOUR-w HEELED
PCwFR TRACTOR WTH TRAILER AND SIMILAP TOP-
' LCAUED F.CUIPMENT TRANSPORTING MATERIAL ANU
PERFURMING WrMK IN IEAMSTEK JURISDICTICN:UUMP
TRUCKS, SIDE, LNU AND bOTiON UUMP, ►h.LUDIN4.
SFMI-IPUCKS AND TRAINS OR COMBINATIONS
TFERLVF :LP TO AND INCLUDING 5 YARDS
733-G6ll FUEL TRUCK. (,PEASE TRUCK, GREASER, BATTERY 11.16
SERVICE MAN .ND/CR T1R SERVICE MAN
CITY OF RENTON
SANJIAPY SEWER PROJECTS
S-31%. 385. 3E6
ISRS CPC REHAFILIIAT1..'
PAGE 7
1
1
�MY-6432320-AA ►REVA141NG MINIMUM HOURLY WAGE RATES SEPTEMBER 04, 1985
CCUP47IONt TEAMSTERS
�ULATIONS CIALLAP. GRAYS $ARBOR, ISLAND. JEFFERSON, KING, KITSAP. IEWIS.
MASON. PACIFIC INORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDfO DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT.
SKOIOMIS". THURSTCN, AND WHATCCM COUNTIES.
w AGE R411-5
' OCCIIPA71UN OCCUPATION STATE
CCOE DESCRIPTION RATE
GROUP I
710-1101 SCISSORS TRUCK IT.16
1 130-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED WITHIN 17.16
TEAMSTER JLRISUICTIGNI
T3C-1759 VACUUM TRUCK 17.1b
111-2C0J WATER WAGON AND TANK TRUCKS UP TO 1600 17.16
GALLONS
130-2709 WINCH TRLCKs SINGLE PEAR AXLE 17.16
730-272P WRECKER, IC% TRUCK AND S1041LAO EWIPHENT 17.16
GRUIIP 30
' 130-0460 FLAHERTY SPREADER 11.49
GROUP 4
' 130-050) FLAT4E0 TRUCK, DUAL REAR AXLE 17.27
t GROUP S
130-CCR9 RLGGYPGBILE AND SIMILAR 17.33
134-0613 HYSTER IIPEPATORS IHAULING SULK LOOSE 11.33
' A"FEGATESI
130-119) STRAr)DLE CARRIER (PCSSr HYSTER AND SIMILARI 17.33
730-2CIO WATER WAGON ANO TANK TRUCKS I600 GALLONS 11.33
' TC 33CO GALLONS
GROUP k
' 130-IS03 TRANSIT-MIX. 0 TO AND INCIUDING 4.5 YDS. 17.37
CITY OF RENTON
SANITARY SLWER Pit"ECTS
S-344. 365. 3Ub
1 19R5 CUD REHAPILITATION
PAGE 0
OWY-R321?0-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 04, 19BS
CCUPATION: TEAMSTERS
�UCATIUN: CLALL60. GRAYS I-ARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASUN. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BUUNDARY
EXIENOED DUE HEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT,
SNOHOMISH. THURSTON. AND WHATCCM COUNTIES.
WAGE RATES
' OCCUPATION OCCUPATION STATE
CCOE DESCRIPTION RATE
' GROUP 7
730-0413 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.38
EGUIPHENT
130-C710 LL►DEU AND HEAVY DUTY TRAILER: UNJER SO 17.38
TCNS LROSS
710-1140 SLURRY TRUCK DRIVER 17.38
710-1160 SNO-GO AKU SIAILAP EQUIP14ENT 17.3d
113-121) %INLH TRUCK: DUAL REAR AXLE 11.38
GROUP 74
130-CS10 CIL UISIPIBUTOR DRIVER IKCAUI 11.49
' GROUP R
730-C220 OLMPSTEPS, ANJ SIMILAR ECUIPMENT:TOURNU- 17.44
' RCCKERS. 1CIIRNOWAGON. TOUKNUTRAILER, CAT DW
SERIES, TERRA COPPA, LETCURNEAL, WESTINGHUJSE
ATHEY WAGCN. EULLIU. TWO AND FCUR-WHEELED
' PI%ER TPAC TOR WIN TRAILER AND SIMILAR TOP-
LEADED ECUIPMENT TRANSPORTING MATERIAL ANU
PkRFORMING WORK IN TEAMSTER JURISOICTICN:UUMP
' TRUCKS, SICE. END AKU BOTTUM DUMP, INCLUDING
SENT-TRUCKS AND TRAINS OR COMBINATIONS
THEREUI :CVER 12 YARDS TO AND INCL. 14 YARDS
' GROUP 9
73C-CICO BEER LEMENI TANKER 17.49
' CITY CT RENTON
SANITARY SEWFR PROJECTS
5-194. 185. 3P6
' ISBS COD REHABILITATION
PAGE 9
I
,)WY-R32320-AA PREVAIL M, MINIMUM HOURLY WAGE RATES SEPTEMBER Q4. 198;
OLLUPATION: TEAMSTERS
�.UCATIUN3 CLALLAP. GRAYS HAROUR. ISLAND, JEFFERSON, KING, KITSAP, LEWIS.
PASUN. PACIFIC (NORIH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
LXTTNDEII DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT,
SN04UMISH. THLRSICN, AND WHATCCM LCUNTIES.
WL,;E RATES
OCCUPAI ION CCCUPATIUN STATE
CUOt DESCRIPTION RATE
' GkOUP 9
730-0230 OLUPSTEPS. AND SIMILAR EDUIPMFNT:TOURNO- 11.49
RCCKEPS. TCURNUWAGON, TOUPNGTPAILER, CAT UW
SERIES. TERRA COBRA. LETOURNEAU, MESTINGHOUSE
ATHEY WAGON. EUCLI ), TWO AND FOUR-WHEELED
PC%ER TRACTOR WTH TRAILER ANO SIMILAR TOP-
LC►DEU ECUIPMENT TFIANSPURY14G MATERIAL ANU
PEKFURM[f%G WORK IN TEAMSTER JURISOICTIUNZDUMP
' TRUCKS. SICE. END AND BOTTOM DUMP. INCLUDING
SEMI-TRUCKS AND TRAINS OR COMbINATIONS
TFtREOF :CVFR 16 YARDS TO ANU INCL. 20 YARDS
733-7015 MITER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49
GR')UP IC
730-011^ BILL LIFTS. OR SIMILAR EQUIPMENT USED IN 17.51
LCAOINU OR UNIOAGING TRUCKS, TRANSPORTING
MATERIALS EN JCO SITFS:OTHER THAN WAREHOUSING
GkUUP "
130-ISIC TRANSIT-Mix USEC EMCIUSIVELY IN HEAVY 17.54
CCNSTR. IUOER 4 YOS. TG AND INCL. 6 YDS.)
GkOQP 12
730-CO10 A-FRAME CR HYJRALIFT TRUCKS OR SIMILAR 11.64
ECUIPMENT WHLN A-FRAAF OR HYDRALIFT OR
SIMILAn EQUIPMENT IS IN USE
' CITY OF RENIUN
SANITARY SEWER PROJECTS
S-3R4. 385. 3B6
1985 can REHABILITATION
PAGE 10
t
HRV-R3232C-AA PREVlILING MINIMUM HOURLY RAGE RATES SEPTE08ER OA. 1985
�LCUPAIIUN: TEAMSTERS
�OCATILN: CLALLAP. GRAYS HARBUR, ISLAND, JEFFERSON. KING, KITSAP, LEWIS.
MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXIENDEU UUE REST TO THE PACIFIC OCEANI, PIERLE, SKAGIT.
SKLHUMISH. THURSTON, AND W14ATCCR COUNTIES.
WAGF RATES
' OLCUPATIU,i CCCUPATION STATE
CODE DESCRIPTION RATE
' GRUOP I!
730-024) OLMPSTEPS. AND SIMILAR ECUIPMEhT:TOURNO- 11.66
' RCCKERS. TCUPNOWAGCN. TOURNOTRAILER, CAT UY
SERIES. TERRA COBRA, LETCURNEAU, WESTINGHOUSE
ATHEY WAGCN. EUCLID• TRO AND FOUR-WHEELED
PCWER TRACTOR UTH TRAILER AND S1041LAN TOP-
' LCADEU ECUIPMENT TRANSPORTING MATERIAL AND
PERFORMING MURK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SICE. ENO AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAIN$ ON COMBINATIONS
TFEREOF:CVER 20 YARCS TO AND INCL. 30 YARDS
730-0720 LORPEO AND HEAVY DUTY TRAILER: 50 TONS 17.66
GRCSS TO AND INCLUDING 100 TONS GROSS
r ' GROUP IA
' 1T0-152. IF&NSIT-MIX USED EXCLUSIVELY IN HEaiY 11.10
CCNSTH.:CVER 6 YDS. TO AND :NCL. B YOS.
tGa iuv 15
710-0250 OLMPSIERS. ANJ SIMILAR EUUIPMEKT:TOUKNO- 17.82
' PLCKENS. TCUANOWAGON, TUURNOTRAILER, CAT UM
SERIFS. Ir RPA COBRA. LETOURNEAU, WESTINGHOUSE
AIKY MAGUN. EUCLID. TWO ANU FOUR-WHEELED
PC.EP TRACTOR RTH TRAILER AND SIMILAR TOP-
' LCAUEU EUUIPMENT TR►NSPUATINw MATERIAL AND
PIFFUFMING WORK IN TEAMSTER JUNISOICTIUNIOUMP
IPULKS. SICE. ENO AND BOTTOM DUMP. INCLUDING
' SEMI-TRUCKS A'90 TRAINS OR CUMd IN1T1UNS
THENFUF:CVER 30 VOS. TO AND INCL. 40 VOS.
73D-030 LChOFU AND HEAVY DUTY TRAILER: OVER 100 lt.62
' TENS GROSS
' CITY OF RENTON
SANITARY SEWCA PROJECTS
S-3R4, 385. 5B6
1%0i COD REHABILITATION
PAGE 11
1
wY-R 12320-AA PREVAILING MINIMUM HUURLY WAGE RATES SEPTEMBER 449 1965
CCUPATIUN>I TEAMSTERS
�UCATION: CLILLAP. GRAYS MAABUR, ISLAND. JEFFERSON, KING, KITSAP, LEWIS.
PASUh. PACIFIC (NORTH nF THE OAHKI►KUM COUNTY NORTHERN BOUNDARY
FXICNDFC OLC ►F.ST TO THE PACIFIC LCEANI. PIERCE, SKAGIT.
ShCHUNISH, THLRSTUN. AND OPATCCH CCUNTIES.
w AGF RATES
OLCUPAIIUN OCLUPATION STATE
CODE DESCRIPTION RATE
' GRUUP It
710-153^ TFANSIT-PIX USED EXCLUSIVELY IN HEAVY 17.86
CCNSTR.iOVER 8 YUS. TO ANU INCL. 10 VOS.
GRUUP 17
770-C260 DLMPSTERS. AND SIMILAR EDUIPME ' :TGURNO- I/.98
RCLKERS. TCUANUWAGON. IOURNGTkAILER. CAT DO
SERIES, TERRA COBRA. IETCVRNEAU. WESTINGMOUSE
ATHEY WAGON, EUCLID. IOU AND FCUR-WHEELED
PLOER TRALIOR WTF TRAILER ANU SIMILAR TOP-
ICAUEU EQUIPMENT TRANSPORTING PATERIAL AND
' PERI(IwMING WORK IN TEAMSTER JURISDICTIONIUUMP
TRUCKS. SIDE. END AND BUTTON DUMP. INCLUDING
SEMI-TRUCKS AMC TRAINS 08 COMbINA71UNS
TPEREUFICVER 40 VARCS TO AND INCL. 55 VAADS
GROUP is
t /30-1! 0 TFANSIT-MIX USED EXCLUSIVELY IN HEAVY 19.03
CENSTk.;CVER IO YUS. TU AHD INCL. 12 YOS.
GRUUP IS
?Ad-M) TPANSIT-MIA USEU EXCLUSIVELY IN HEAVY 18.19
' CCNSIk. iCVFR 12 VOS. TO AND INCL. 16 YOS.
GROUP ?0
' 130-I5h3 TPANSII-MIX USED EXCLUSIVELY IN HEAVY 18.35
LENSTP.:LVER 16 IDS. TO AND INCL. 20 VDS.
' City OF RENTUN
SANITARY SEWFP PROJECTS
S-3R4. lbs. 3Eh
' ICBS CBE' REHAFILITATION
PAGE 12
aY-Rl2320-AA PREVt . MINIMUM HOURLY NAG£ RATES SEPTEMBER 04, 1965
CCUP41IGNt W MSTERS
�UCATIU41 CLALLAP. GRAYS I-ARBOR• ISLAND, JEFFERSON, KING, KITSAP, LEWIS.
PASJN. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
FXTCNOFD OUF WEST TO THE PACIFIC UCEANI, PIERCE. SKAGIT,
tSNCHUMISH. THURSTCN. AND WHATCCM COUNTIES.
.AGE RATES
' HCCUPATION OCCUPATION STATE
CCGE OESCRIPTIbN RATE
GRUMP 21
730-157) TPANSIT-Ill USCG EXCLUSIVELY IN HEAVY 18.51
' CCNSIN.ICVER 20 VOS.
GRUMP 22
130-L1400 ESCORT DRIVER 17.06
730-1020 PILOT CAR 17.06
' GRUUP 23
730-04v) FEAT3EO TRUCK. SINGLE REAR AXLE --
730-I0I1 PICK-UP NOCK
(WHIP 24
110-0100 MECHANIC HELPER 16.91
GROUP 21
1 110-0803 MECHANIC 11.50
OTNFR
71G-9T35 STATE. FCK OCCUPATICN 73u-0260 IN GROUP 11
AUD .15 I/ER. FOR EACH 10 YARD INCREMENT OVER
55 YAROS
t
CITY OF FENTOK
SANIIARY SEWER PMO)ECTS
5-384. 3P5. 3P6
)SAS C!J KIJIAPILITATION
PAGE 13
1
I
,I4v-R4Z17:-AA PREVAILING MINIMLM MDUI0 %AGE RAICS SEPIEMtlER 44. 1985
OCCIIPATICK9 TEAMSTERS
IUL AT ION: LIALLAP. GRIPS FNAROLR, ISLAAD. JEFFERSCN. KING, KITSAP. Lk%IS,
PASON, PACIFIC INORTH OF THE AWKIAKUM COUNTY NORTHERN 9UJNOARY
LNIENUCC DUL HEST It) THE PACIFIC UCEANI. PIERCE, SKAGIT,
iN(1aK)81SH. THURSTCN, AND %HATLCM COUNTIES.
UT11f A
/lC-c 13h SIATEI OVERTIME-ALL %(AK PEHFCRMkO IN EXCESS
OF R HUURS PER DAY OR 40 HUURS PER MEEK. RON-
' DAY IHfl UUGH FRIDAY. AAC ALL WCRK PERFCRMkU ON
SAIUNUAYS SHALL bE PAID AT LAE AND UNE- HALF
TIAFS THE REGULAR RATE OF PAY.ALL WORK
PER-FIRMED CK SUNOAYS ANU HOLIDAYS SHALL OE PAID
AT UOUFILE THE REGULAR PATE OF PAY.
1
1
1
CITY OF PEN10A
SANITARY SkWER PROJECTS
t S-3846, 3AR, left
I%PS CeC REHAFIIITATION
ePAGE 14
SUPPLEMENTAL SPECIFICATIONS
CITY OF IIEMTON
THE STAHDARO SPECIFICATIONS FOR ICAO. 211100E AID MUNICIPAL CDNSTPUCTIONH -SPAR® IV TEE IASM:NCCN STATE
' OBAMNEN1 OF TRANSPOPIATID% APO THE NKNINOTON STATE CHAPTER OF THE AMOUL L PUBLIC VMS ASbOCIAYIQ% IPSA
EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANOAIC SPECIFICATIONIr AND M10 1•ECIFICAT10K TCOVKP NITH
THE LAWS OF THE STATE SP MSNINGtON AND THE ORDINANCES AS CHAPTER OF THE CITY OF REWTOIO, SO FAR AS RPRL:CABLE,
' ARE REASON INCLUDED IN THESE SPECIFICATIONS A6 TE000h QUOTED IN THEIR EMMETT AND SHALL APPLY EXCEPT AS AKNCSC
OR SUPERS®® BY TIE SPECIAL PROVISIONS OCKIN,
A CC" OF THESE STANDARD SPECIFICATIOE 16 ON FILE IN TVA OFFICE OF THE PUBLIC MOMS OINECTOA, MUNICIPAL
tBUILDING. RENTON. IABHINETOM MOSS. WERE TREY MY BE 9AMIINHI AND COFIID n AM 1MTERESTEC PARTY.
EEE•.VFF WERENCE 16 MOE IN THE STAIOARD SPECIFICATIONS TO THE COINER 00 STATE. SIC% REFERENCE SHALL K
CONETPUED TO NEAR THE CITY OF NSHTM. ARE WERE REFERENCE )S RACE TO THE ENGINEER. SUCH REFERENCE SHALL BE
COASINUEE TO MEAN THE DIRECTOR OF PUBIC TOMS. CITY OF NSMTON. ON HIS DULY AUTHORIZED REPRFSFLTAT)YE.
NOTES THE SPECIAL ANO PROVISION. HEREINAFTER PROVISIO HEREINAFTER CDNTAI"ED GMLL BF IN ADDITION TO OR 6WLL SLFIX&E
PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HERENITH.
BIAIOM PLUS
THE STANDARD PLANE FOR ROM AEC BPICtt COEF'TRUCTION B" TIE WES%IHCON STAIL DEPARIMEW OF TMNSPOPTATIOM Alt lHt
' MSHIMU'TDN STATE CMMP IF THE A EPICAN POLLIC WSMS ASSOCIATION (PIEV.04/01/115I AN HEREP IIELLCEC IN THESE
SPECIFICATIONS AS THOUON OUOTEC IN THEIR IMINEIN AM SHALL APPLY pCEP1 AS AERDH` OR GUPERSFOEC BY THE CITY EF
PENTON SNANCAND PLANS SOUND HIMIN.
' A COPY EF THESE STANDARD PLANS Aft CITY EF PENTON, STANDAEC PUNS 16 ON FILE 1N THE OFFICE EF TEE PUBLIC SCMS
DIRECTOR. HUNICIPK BUILDING. ISNTDN, WSHINCON SM5, MEAL TIT My M DRONED Am CDFI® NY AM IN'TERtETEC
PARTY.
tswum
' REMINDS U RAMS. SECTIONS. FORPS, ARTICLES ARE SUBAM ,.n r 'W+, tC tP OF REFERENCE ONLY ANC
SHALL HIT AFFKI THE IWENPFEIAT10% OF THE CONTRACT OP L'H
' ePPl@gTK A!D BPBIK PIDYI6I0N6 STBLCTIEE
TIE SPKIFIIAIICNS NOTE HEREIN 'It 11 ADOIIIOM 10, OP IF L!, 'A, IPA CAIDAN SPECIFICATIONS. WERE SECTI ONE
ARE MIRK "REPUCE/EM SECTION" OP "PAP',IAL PEPLACEWNI SECTIDM, iLCIFICATIM HEREIN ARE TO REPLACE, QR
PAP71ALLY REPLACE. THE SIAEDARE SPECIFI'AIII'NS NOTED. WERt SEC7104 ARE MIRE "ADOIT:OMl SECTIM'. THE
111PKIFICA11OK HlWIM ARE IC it AN AD01I10N IC THE GERMANE SPECIFICATION HDTSH MERE SECTIONS AAt NAMED
"IUlNPUNENTAL SECTIOW. THE SPECIFICATIONS HETEIN ARE TC K A BLIOPLETEHR TO TIS STAAAARD SPECIFICATIONS.
1
1
1-01 OWIMI710M AM TOM 1
1-01.10 DEPAPTHENT, DEPARTIIEAT ON TRANGPORTATION IAMITI ONIAL SECT10MI
WHEN THEM SPECIFICATIOM RSER TO THE DEPARTIIEM OR OEPARIMEMf OF TPANEPORTATION THIS REFERKE MILL ALEC '
INCLUDE THE CITY (MERE APPLICABLE.
I-0.1.11 EIGUNEEP IREPLAVANT SECTION.) ,
THE DIRECTOR OF PUBLIC ABIRS, ACTING D1PECILV OR TKOUGN HIS ALTHORIZEC NFPRESENTATIW6. ,
1-01.E0 SECPETARI', SECRETARY OF 7MMIPORTATIOM ISRPPIEMEN?AL GECT10N1
THE CHIEF EXECUTIVE OFFICER IC THE DEPARTMENT SMALL ALEC AFTER TO THE DIRECTOR OF PUBLIC WOKS. '
1-01.21 STAM)AIT EPEEIFICATIONE IAMITIONAL SUCTION:
OTHER CERTAIN REFEREKEE STANDARDS, AP USED IN THIS PLCIF;LA11M. AR FROM TK LAIEET EE:IIDK OFL ,
AMRM AMERICAN B%7MWDR5 ASSOCIATION
ANSI AKPICAN MTIOML NTAICAROS '
ANA AIERICAN STANDAMS ASSOCIATION
AST% AERICAN SOCIETY FOH TESTING AID MATERIALS
EEC NATIONAL ELECTRICAL CME ,
1-Ot.BI 6«TE IADDITIOML SECTION)
THE STATE SMALL ALEC REEF TO THE CITY ON REMTM AK I76 AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. '
I-M,V VOWING OMNINI6 )REPLACEMENT SECTION)
THE YEW 'SHOP OMMIMES- SMALL REPEF TO THE PICTORIAL DEBCNIPTIO% ON THE DETAILS ON PIOP06EC ,
MATEPIALSAGUIPIIEST. MCTHOD6 OF INSTALLATION. 014 OTHER MPrPUCTIO% PRETAPH: BY THE CONTRACTOR. A BUCOWPACIDF,
DR A NARFACTUREP AK GUINKITISO FOR 7K APPROVAL OF THE OMNEF.
I--"- ACT g_�13o111nAL 6ELnON1 '
'ACT OF ®' WEANS AN EASTHONAAE. FLORA. CYCLONE. OR OTHER CATACLYSMIC PHEMONEION OF NATM. A MIN. WINDSTOFM. '
HIGH OVER OR OTHER NATURAL PEMONENDH ON UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY ON THE VFPS. WHIM MIGHT
MAGDMASLY HAVE SEEN ANTICIPATE FMW HISTORICAL RECORDS ON THE GENERAL LOCALITY OF THE WORK. SMALL NUT ME
CONSTPUED AS AH ACT S GM. t
1-!91_36 Of EONIAL IAC%110RA1 2E010N1
SERE THE TEPNM 'OR EOUAL' IS USED NEMIN. ' I. QV KP, OR THE ONAEF UN MCOMl/DATION OF THE ENSINEER. SHALL E '
THE SOLE JUDGE OF THE MALln AK SUITASI—TY OF THE PROPOSED SUBSTITUTION,
L-01.A0 MPPLYAL IMITItlAL 6ECT10N1 '
THE 7E0Y 'APPROVAL' 00 'AAROM' SMALL HFAN APPPOWL GIVEN Sy OF GIVEN PROPERLY ON THE BEHALF OF THE ONNKP.
14 BID PMCISMAM An CSIDTTION6 '
1-OG.F PUARS ANC �E[lflGll p6 [IMPLACEREM SECTION) '
CWIE6 CF PURE AK SPFCTFICATIOMa RIDDING DOCUMCNTS1 WILL WE M FILE IN THE DESIUN ENCl/EEFIK SECTION cP TM
CITY ON RERTON PUBLIC WORKS DEPARTMENT BOO MILL AVENUE SOUTH, 16WM M. SBD55. ,
PASA 2 TP,p LANAntaN SpwC f -At1anA 1RAY C'/1S BE1 '
1 "2.2 CONTINUB
BIDDING DOCUMENTS MAY SE OL..Ai NEC AT THE AKVt OFFICE. DP EY MAIL. ON RECEIPT OF THE FEES AS SET FORTH IN TK
tCALL FOR SIDE. POF CHICKS PMASLF TC THE CITY OF MATCH.
1-02.11 PUBLIC OPENINGS OF BICS [REPLACEMENT SECTIONI
9EAL8' 610E WILL BE PECEIVEC IN THE CITY OF PENTON , MSNIM6TON. BY FATE WITH THE CITY CLEW. MUNICIPAL
BLILDSNG, IEMOH. WASHINGTON. AS PEP THE CALL FOP PIGS AM HILL EE SPENEL AND PUBLICLY READ ALOUD,
1 1-0 AMID AND EXECUTION OF CONTRACT
2:00 CONEIIERAT I'N OF 811E IMW}71OMAy SECTION!
' ALL SIDS WILL K BASIC ON TOTAL SON OF ALL SCHEDULES OF PRICES. MC PARTIAL BIDS WILL M ACCEPTED UNLESS SC
STATIC IN WILL
CALL FOR 01O6 OR SPECIAL PROVISIONS. THE CITY M6EPVFS THE RIGHT NOWEVEP TO AMID ALL OF ANN
SCHEDULE OF A BID TO Ilk LOWEST 110011 AT ITS DISCRETION,
1 1-04 MOPE OF THE VERB
1-04 5 PRDC®;:FIE AS PPC',Ul BY THE SECTION]
AM W"ST 101E ARISING BATMEN THE INSPECTOR ANC THE COMPACTOR OR HIS SSPEAIMEMEM OP FOREMAN AS THE THE
NLANINC OP INTFM OF AM POT OF THE PLANS AND SPECIFICATIONS OF ANY CONTRACT DOCUMENT. SMALL K IWEDIAl FLY
WOW 11 THE ATTENTION OF THE PUBLIC WORDS DIRECTOR OF HIS IIEPRESEMATIVE6 FOP INTEWAETAIIDN AID ALJUSTMEM,
IF AARRAW,IC.
' FAILURE ON THE PAM OF THE PUBLIC WOW$ DIRECTOR OF, MIS RBPRBMNTATIVE TO DISCOWV AID CONDEMN OF REJECT
IHFROFEP. CEECTIVE OF INFCRIDP MIN OR MATERIALS. SHALL NOT M CONSTRUES! AS AN ACCEPTANCE OF AM SUCH WAS OR
MATERIALS, OR IRE PAM OF 1N[ INFRCYEMENT IN WHICH THE BANE MAY HAVE MEN USED
' TC PREVENT DISPUTES AND LITIGATION, IT IS FUPTHER ASRBIC NY Tl. PARTIES NERFTD TMA` THE PU5111 MOW" CIRECTOF OR
MIS REPRESEMAIIVE SMALL DETERMINE THE QUANTITY AM QUALITY OF THE SEVERAL PAIRS OF WOW ENSWEC IF THESE
I KV9ENTS. HE SMALL DECIDE ALL QUESTIONS RELATIVE TO TINE EXECUTION OF THE IMPSAM THE INTERPRETATION OF THE
PLANG AM SPECIFICATIdi.
' IN THE EVENT THE CONTRACTOP 16 OF THE OPINION ME BILL M DAMAGED SY SUCH INTERPRETATION. ME SMALL, WITNIN D
DAYS. NOTIFY THE ENGINEER AM THE CITY CLEW IN WRITING OF THE ANTICIPATED NATURE AM AMOUNT OF THE CMAGE OF
DAMAGES. TIRE 16 IF THE ESSENCE IN THE GIVEING IF SLCN NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE
RUCHE WITHIN 0 DAYS. THE CI TT AM THE CONTRACTOR PILL EACH APPOINT M ARBITRATOR At THE 7K SMALL SELECT A
IYIM WITNIN 00 DAYS THEREAFTER.
IN FINDINGS AM DECISION OF TM MARC OF ARBITRATORS SMALL M FINAL AM BINDING ON THE PARTIES, UNLESS THE
AGGPIEVIC PARTY. WITHIN 10 LAYS. CHALLENUit THE FIRINGS AR OKISIOk R SERVING ANC FILINU A PE1111CN FOR
MVISS BY THE EPEPIOR COURT OF EIK MONTI. WAWNGTOA. THE GROUNDS FOP THE PETI11OM FDA REVIEW, AR LIMITIC TC
DOMINO THAI THE FINDINGS AR DECIGIONU
1. ARE NOT RBSPOMIVE TO THE QUESTIONS SUBMITTED,
1. 16 CONTRARY TV THE TERMS OF THE COMPACT CF ANY COMPONENT THEREOF;
B. 16 ARBITRANr A*,IQR I6 NET MMD UPON THE APPLICABLE FACTS AM THE LAP CONTROLLING iM ISSLEE
' BYS ITTIC TO ARBITRATION.
THE BOAR OF ANDITMTOK SMALL, SIPPCM 116 DECISION Sy SETTING FORAM IN WR.TIK THEIR FIRINGS AR CONCLUSIONS
BASIC ON THE EVIDENCE ADDUCED AT AM 64H 1EARIMG.
THE 41111MTION SMALL M M T TIC IN ACCORDANCE VITO THE 61AILlU OF THE STATE OF WASHINGTON ANt COLM
DECISIONS MMkIRB SUCH PROCEDURE.
WPId RW,BnNI SPEC HNt B71onN IF4N O7i1yS6) PVC,
I-DA,S Cont SnuwH '
THE COSTS OF SLCH ARBITRATION CMALL E BORE EQUALLY BY THE CM AND THE COMPACTOR UNLESS IT 15 THE BOARD'S
+AARITY OPINION THAT TIE CONTRACTOR'S FILING O THE PMYE61 00 ACTION 16 CAPRICIOUS OR %n T1OLT REASDMABU '
'OUDATION. IN THE UTTER CASE. ALL COSTS SMALL E BORNE BY THE CONTRACTOR,
THE VEM4 O AM SUIT SMALL E IN RING COLMTYI WASHINGTON, APO TF THE CONTRACTOR 16 A #"PRESIDENT OF THE STATE '
IF WASHINSTON. NE SMALL DESIGNATE A AGENT, WON WHOM PROCEBS MAY E SERVED. BEFORE COMMING "m MEN THIS
.AN'TRACT.
1-04.10 USE O MAIER}AL{�LY' PN THE PPIlIECT IIp01TI01ML iEL'71Qh,] '
ALL SALVAGE MATERIAL AS NOTED ON THE PUNS AID TAKEN FROM AM O THE DISCARDED FACILITIES SMALL. AT THE
?MIAEEA'6 DISCRETION. E CAREFULLY SALVAGED AND DELIVERED TO THE CITY STOPS. ALL SALVAGED WATER RUNE. FIRE '
'NDRANTS. VALVES AID APPURTENAMES, CATCH BASINS, AND STORM AID GAAITAM VARMEE COVERS SMALL E SALVAf$ ANO
JEUVERED 10 THE CITY 61OPS.
AM COST IWCUMOD IN SALVAGING AM DEUVEAING SUCH ITEMS SHALL E CONSIDERED 11CIOENTAL TO THE PROJECT AND MC
aPENUTION WILL E PAGE.
1-04.12 WASTE SITES INDOITIOMAL SECTIMI ,
ALL MATERIALS DESIGNATED IN THE ENGINEER TO E WASTED SMALL E MAuLEO, DUPED, AND MREAO AT THE LOCATIONS
SELECTED P THE CONTRACTOR. ,
HE CONTRACTOR SMALL HAVE THE RESPONSIBILITY O OBTAINING HIS OWN WASTE SITE, ALL VCHK IICLADED IN THIS ECT1ON
SHALL E CONSIDERED TO E INCIOEMAL TO OTNEP ITEMS O OCR AND NO FURTHER COMPENSATION WILL E MADE. ,
THE NOTTE TAKER TO THE WASTE SITE BALL E MAINTAINED SOLELY BY THE CONTRACTOA IN A MANNER AS DECCRIBED BELOW:
THE CONTRACTOR SMALL E PREPARED TO USE WATER TRCLE. POR:P SWEEPERS, AID RELATED EQUIPMENT AS DEEMS '
NECESSARY BV THE PUBLIC ERNS DIRECTOR TO ALLEVIATE THE PRDSLD' O LOST SPOILS ALONG THE ROLTE. PPUFT
RSTOWATIOI O THE FWTf 16 MANDATORY.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AM APPROVALS FOR AM WASTE SITE TO E USED, COPIES O THE '
PERMITS AM APPROVALS ARE TO E SUBMITTED 10 THE ENGINEER PRIOR TO STAMIMC AM WAR[.
1-04 NOUPS O WCFA IAQDIT101NE 6ELTiONJ '
THE BUNKING HOURS FOR THIS PRWECT WILL E UNITED TO WEEKDAYS OUPING THE PERIOD FROM 6,00 A.M. 10 boo P.M.
THE MUM OF WORK MAY E CHANGED AT THE DISCRETION O THE EWLIHEEP WNEN 17 16 IN THE INTEREST O THE PUBLIC OR '
THE CONTRACTOR DUE TO REASONS O SAFETY. HEALTH, 0R WELFARE,
T7sA.14 CONTRACTOR'S COPIES IF OffWT DOCUMENT& IADVITIDMAL SECTX '
THE CONTRACTOR WILL E SUPPLIED 01 THE OWNER WITH 5 SETS O PUNS AM SPECIFICATIONS. AT LEAST OE COMPLETE SET
O CONTRACT DGSUENYS, INCLUDING ME FULL SIZE ET O DRAWINGS, SHALL E KEPT AT THE ETE O CONETPUCTIM IN
GOOD CONDITION AM Al ALL TINES AVAILABLE TO THE MWP AID THE ENGINEEP. ADDITIERAL COPIEL O THE CONTRACT '
DOCUMENTS. IF REQUIRED, WILL HE FUHNISHEL BY THE OWNER AT NEl COST O REPRODUCTION.
1-0B CONTROL IF WORK
1-Q5 5 PANS AID LURING DMRSMEE LPAFT UAL EPU.CEMEM EC110N1 ■
DRAWINGS SUMMED SMALL E M GE INC" BY 54 INCH MLAR OR WALLER SHEETS WITH DINENSION6 IN MULTIPLES O b i,e
BY 11 INCHES.
PNGR 4 D.>LAWMNL BPMYhWWtmR .. 'M• 07/15/65)
]-ob.3EY1 SUBMITTALk IPEW BEBTIDAl
THE CONTRACTOR SHALL FURNISH FIVI COPIES OF ALL CRAVINGS, SPELIf ICATI016. OEGCPIP11% DATA, CEPTIFICAIES.
SAMPLES, TESTS, METHOD, BCNGOLES. AM KRAIFACTUER'S 1fVAUCTIONS AS FEWUIRE TO OSIOSTRAIE FULLY TNM INS
MATERIALS AND EQUIPMENT TO IS FLOWSHED AND THE METHOD OF NEW COMPLY WITH THE PROVISION AM INTENT OF M
IWIFIC4TIQ6 AND DRAWINGS. IF THE I"PWRIION SHOAL AM DFVIATIUN FROM THE CONT"ACT Ff QUIREMINTS, TIE
CQRRMCTOP SMALL. BY A STATEMENT IN WRITING ACCOMPANYING THE IKQMATION. ADVISE THE ENGINEER OF THE DEVIATION
AMC 61ATE THE REASONS THEREFORE.
1 195.5{lG C➢/ElP&t1 ; 61AKINti IRB ACEIEN? SEU7I DH1
THE ENGINEER SHALL HAK THE FIGHT IC RA.E REASONABLE CMNGL_ 1N THE SPADES AS IMEY ARE SHOWN UN THE URAWINAS.
GWES BILL WE ELTA806HFD IN THE FORM OF OFFSET STAfE6 AT CIFTANCE6 MCI GFUTEP THAN BS FEET FOR PREP WAJOS
OR 60 FEET FOR LASER, SET IN ADVANCE OF THE MQR. WHEHEVEP WOW IS IN PROGRESS, THE CONTRACTOR SHALL HAVE Lk
MIS EMPLOYMENT A NGRREP COMPETENT TO SET A MATTER BOARD OF OTMEP CONSTRUCTION GUIDE FNOP THE LINE AND Mat
STAKES GIVEN BY THE ENCINEFF.
SUCH EMPLOYEES SMALL HAVE I A DUTY AK RESPONSIBILITY OF PLACING AND HAIYTAI%IW SLCN CONSTRCTION GUIDES. A
BATTER MQAW SET With AN ENGINEER'S LEVEL SMALL BE USM FOR ALL OWES SIT ON A GRADE OF C,50 PERCENT OR LESS.
AT LEAST THIEF BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAVING OPERAIIOE. IF. THROUGH THE GDHTRACTCFF'6
NFOLICENCE, ANY STAKES SHALL BE DE67WYED APO REQUIRE RESETTING, A SUM SHALL K DEDUCTED FFOV THE COMIRKTW'S
FINAL PAYPINT EWIVAL'WT IC THE EXTRA COST IN ENGINEERING MEOUIPED FOR SUCK REPLACEMENT.
THE LASEF METHOD C. eSTABLIEM:NG GRADE MAY W USED PPOVIOING1
N. REOUESYS FOP UiE L15/1NG EMIPMEM, AMC REINING OF OPERATION ARE SUBMITTED FOP CITY REVIEW AND
APVPOVAL At LEAST FIVE DAYS {RAIDS TO USE.
p OWDES ARE CHFCXED AT LEAST ONCE EVERY SO FEET AND AT LEASI 3 HIKE DAILY OV CDIIVFM IOW'. HETHW$
■ D. PROPER ANCHORING OF PIPE IS PEWOWI® IN LOCATIONS WHERE A BOX 16 BEING USED FOR EXCAVATION.
■ THE COMPACTOR SHALL APALNGE HIS WM TO ALLOW A RLAWkABLE TIME FOR THE SETTING OF GTAKES FOP THE NEAT PHASE OF
MI6 OPERATION 10 PIIVENT TOGA DELAYS WHILE WAITING FOP CCNSTM ION GUIDES,
THE CONTRACTOR SMALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AK FOR "A"B"PAING ELEVATICK CR
MEA6U4L-ENTS MLASLRED FROM SLLH STAKES AMC MARKS.
DELAYS NT REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LEGS THAN 3 DAYS. ARE DEENEC A RIG TC THE
CONTRACTOR AMC SMALL NOT K THE BASIS FOP CLAIMS FOR ADCITIOMAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE COMRACIDP'b SLPVEVING $HALL It CDN610EW 'NSIOEMAL TC OTHER BIC ITEMS IN THE PROPOSAL, AMC
NG FURTHER COWEWATION WILL BE CODE. UNLESS A BID ITEM FOR SUPVEYINL IS SPECIFICALLY 1161ED IN THE SCHEDULE OF
PRICES.
i"PYi.'aIE TOP PPDY; CONETPICIION FAKING INEW 6ECTIQN,
WHERE THE CAMMACTOP 1E REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SMALL PF GESPONSIfLE FOP SECUP:NG THE
SERVICES OF A PROFESSIONAL LAW SURVEYOR WHO SMALL PROVIDE ALL SUPVP STAKIAI: NEEDEI IN CON.IUMCTION WITH THi
PRO.IECT. THIS STAKING SMALL CONSIST OF, BUT MET PE L10176 10,
' ROMWAY CENT(-ibE SANITARY GEVEP
SLOPE STAAINV FIRE WDRANTS
i CUE AND CLTTEFS STREET LIGHTING
QACING AMC PAVING UDEKAOUNCING POWER S IOLEWCK
TELEMCTPY TRAFFIC SIGNAL 6YETEN
6TORH OWIN SYSILV PSKL CC, S P.N.P.E. VALLTc
RupplwnAH SPA.+R+c•tionN I WY 07/Ib"SC) PNpe 6
1-06,5121 COATIME '
THE CONTRACTOR SHALL ASSUME FULL RFEPONSIBILITY FOP THE ACCURACY SF THE STARING AMC WALL PROVIDE ALL
REPLIAC9ENT STARING OR RESTRAINS HEEDED. THE CITY WILL PROVIDE TIE COWTRACTOR'6 SURVEYOR WITH THE MRIZOHIAL '
AND VERTICAL CONTROL NEEDED TC PERFORM THE CONSTRUCTION STARINS.
THE CUITRAC70'6 6URVE'Y00 STALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET E THE FIELD NOTES WHICH SHALL '
N)WTAIN AS-W"IDIMCT® LOTIONS OF THE IMPROVEMENTS MMMUCT V UNDER THIS CONTRACT. THEM NOISES SHALL CONTAIN
46 A RININUM THE CENTER NINE STATION AND 'FF GET AMC CUR TO EACH TEE, VALVE, ENO, HYDRANT. MANHOLE, CULVERT,
:ATCH BASIN, INLETS, CLFAIOVTB, SIDESEVER, WATER SERVICE, COVE, GUTTER, SIDEWALK, AM ALL 'THEN CHANSEb IN
AUWMEM ON GRADE AS MY E NEEDED TO CHAR ACCLRA`E A6 CONSTRUCTED RECORDS 6 THE PIOJECt. THESE MOTES VAL, ,
BE KEPT IN A IMRD COVERED FIELD SOU 6UIRPLIED TD THE CONTRACTORS SURVEYOR 6Y THE CITY ON REQUEST.
LAW SUM WILT PRICE FOR COSTRUCTION STARING WILL E FULL COMPENSATION FOP ALL SUMMERS NEEDED TO CUSTPICT ,
IHE IMPROVONEN'TS TO THE LINE AND SPACE PER THE APPROVED PLANS. AM TO PROVIDE THE REQUIRED COM6TWCTIM AM
4FCg6TRCTID FIELD NOTES. PARTIAL PAYMENTS FDA THIS ITEM WILL E MADE IN CORRECTION WITH THE NOWTRLY PAY
ESTIMATES EASED UPON NOW MWLI-N A6 DETERMINED BY THE ENGINEER. ,
1-06 12 FINAL ACCEPTANCE LNFVCEMRT 6ECTIONI
INE CONTRACTOR SMALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION U THE NOW WHEREUPON THE ENGINEER RILL
PRUFTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THt ACTUAL COMPLETION OF THE NONE IN ACCEWANCE WITH THE
TEAMS SF THE CONTRACT, AND SMALL THEREUPON RECMEM TO THE OWNER THAT THE NSW IS ACCEPTABLE. FINAL
OETEFMINATIU OF TF. ACCEPTABILITU SF THE WORE SHALL E MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR U
FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOP ALL )IOW
UNDER THE CONTRACT. INCLUDING ANY CLAIN FOP CHANGED CONDITIONS CA CHANGED IOW DIVERS Do OTTRA NOW, DELAY OR
AM CTHEP CAUSE FOR CHAINS FOP ADDITIUML COMPENSATION.
1-06.lb MiSm OF SERVICE LS NCTICI JNPLACENENT SECTION:
WRITTEN NOTICE WALL SE DEEMS TO HAVE KEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TC A '
AM ER OF THE FIRM, OR TO AN OFFICER SF THE CORPORATION OR PREP OR TO THE CITY CLEW, DR IF SEAT Br PESISTEFEC
WIT® STATES MIL TO UK BUSINESS ADDRESS SHOWN IN THE COMPACT DOCUMENTS.
1-05.16 EFORS AM OpaEkD NNE► SEC71U11 '
If THE CONTRACTCA, IN THE COURSE U HIS NOW, BECOMES AWARE U ANY ERRORS OR OMISSIONS 1N TM CONTRACT DOCUMENTS
OF IN THE LAYOUT AS 611EN SE SURVEY POINTS AM INSTRUCTIONS. ON IF HE ECOMES AWARE U AM nISLAFPANCY BETWEEN '
THE COMPACT DOCUMENTS AM THE PHYSICAL CONDITIONS SF THE LOCALITY, RE SMALL IWECIATELY INFORH THE ENGINEER,
TIE ENGINEER. IF HE OEOS IT NECESSARY, SHALL RECTIFY THE MATTER AM ADVISE THE CONTRACTOR ACCORDINGLY. ANY
WON DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL K DONE AT THE CONTAACTCP'6 RI4. ,
1-0 LEGAL RELATIONS AM RESPONSIBILITIES TC THE PNNE-IC
1-07.4_ SANITATION IAOOITIONAL SECTIDW
ALL EXPENSES INCURS IN SUPPLYING ACCESS. PAWING, AM EAHIIATICH FACILITIES SMALL SE 00SIDEFED PCIVENTAL TO '
THE PROJECT AND NO COPENIVYIDN SHALL E ROVE.
1-W.7 LLN LIMIT$ (RLfLACEMEVT SECTION'.
ALL POTCR VEHICLES OF THE CD%l RACTDA, SUKOMPACTCAS. AND SUPP"IFAS 6MNLL STRi CTLY ADHERE TO CH. D6.. SF THE '
MICA VEHICLE LAWS OF THE E7r, OF WASHINGTON 1LE1 EDITION AM AMENDMENTS THEREOF) I,, REGARD TO SIDE, EIOHR.
ANU LOWS SF PCTCR VEHICLES,
1
PRGA E $NPLRHAntWI 6PRcNncRt,ons TAR. 07/16'BE) ,
1-07.7 CONTEMN.®
PAYMENT WILL MOT BE 140E FOR ANY RATERIAL ThAT 16 DELIVERED IN EWCESE OF THE LFuL WEISPI FOP*;CH Tic VEHICLE
16 LICENSED.
ANY VIOLATION O TKGE REGULATIONS 5HALL E REPORTED TC THE AFFECTED LAW ENFOEBENT AGENT,
' THE CONTRACTOR 15 TC FURNISH 7C THE PUBLIC NDIBS CIREMOF A LISTING OF ALL NAM VEHICLES USED ON 74 PRJECT.
LISTIWC THE VEHICLE NLMEF, LICENSE NLPKP, TAPE WEIGHT, AND LICENSED '.0A0 LIMITS.
j-C7 _ WAGES IREPIACEMENT ]E['IONj
TMI6 CONTRACT 16 SULECT TC CHARTER 39,12 HON, AM ANENLIENTS AK ADDITIONS TKETC ELATING TO FI I.IMU+ WAGES,
' ON FEDERAL AIG PKJECTS. FEDERAL WAGE LANE AM E6ULATICNS ARE ALEC APPLICABLE. MDUPLY PINIMM RATES OF APES
AND FR:NEE ENEFIT6 ARE SHOW IN THE CONTRACT, WHEN FEDERAL WAGE RAILS ANE FP1AGE BENEFITS APE LISTED. IVEY AE
IN ACCOMiAiCE WITh THE UNITED STATES CEPAAKIR OF LAE.F DKISIM MIMEF WA i133110.
' THE CONTRACTOR. ANY 6UBCONTRACI0F, CP OTHER PERSON DC:NG THE POPP OF MT PART CF IT GALL NOT PAY ANY WORMEN.
48CL*'-B, DP MECHANICS LESS TMA THE EOL:PED H"LY MINIMUM RATES OF WAGES SHOWN IL THE CONTRACT. WAGES IN
ENCES OF SUCH HOURLY RATES MAY E PAID. IN ADDITION TO THE RAGE PATE DESISPATEI. TEE FN'LO"EF EHALL CONTFIBUTE
' FOR EACH CCSENBABLF HOW THE FRINGE BENEFITS LISTED, 17 16 SPECIFICA.LY UDSRSTOCC ANC ACTED THAT THE RAGE
RATES AM FRINGE EIBITS FOR THIS CONTRACT A'+ AUEECT TO CHANGE, THAT THE BIDDER ACCEPTS FULL EGPMIEILIT7
AID ASSAEt THE RISK CF AM INCREASED LAMP COST BY REASON OF PAYING HIDER PATES THAN THOSE SHOWN IN THE
' CATNA,'. TK CITV CJE6 NUT WARRANT OF AEPESENT THAT LABDR CAN E YHOCUP® FOR THE MINIMM RATES SET FORT" OF
AS %NNO E IT IS THE CONTTACTDP'S RESPONSIBILITY TO ASCEPTAIN THE ..USES ABOVE SUCH PINIMIM AS K WILL HAVE TO
PAY.
THE CDNTHACTOF GALL POST. 1N A LOCATION ACCEPTABLE TC TEE CITY AND LABOR AND INDUSTRIES. A COPY E THE APPROVED
•6TATElEM OF INTENT TO PAY PREVAILING HOE". A CCPY OF THE PREVAILING WAGE PATES FOR THE PFCJECT UPON WHICH Tit
CONTPACIM HAS INDICATED THE APPACKIPATE NUMEF OF WORKERS 1N ERCH CLASSIFICATION; AND THE ADDRESS AHD TELEPHONE
' MLPEP OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT O LAMP AID INDUSTRIES WHERE A COPLAINU DR INQUIRY
CONCERNING PREVAILING WAGES MAY E MADE.
' ON PPCACTG GOVERNED IN RAGE M716 DE'TEMNINED BY TE STATE E WOUINCION DEPARTMENT O LAMP ANC INDUSTRIES AMU
IV THE U. S. SECKIARY OF LABOR. IF THERE 16 A CIFFIKKA BETWEEN THE INC IN THE PREVAILINE RATE OF WAGE FOR A
6114ILAP CLASSIFICATION O LABOR. THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE NIGHER O TE INC.
IF THE CONTRACTOR PARES ME E APPRENTICES ON PROJECTS GOVERNED BY WAGE PATES OETERVINED BY THE STATE DEPARTPENT
O LABOR AND 1roVSTPIE6, K GALL PRESENT TO THE ENGINEER METTEN EVIDENCE OF REGISTRATION OF SUCH UPLCVEE6 IN
A PEGRAM APPPLVEL Br THE STATE APPKN710EWIP COUNCIL AHD THE PERIOD CF PM.GPEEEICN FUF EACH SUCH APFRL'I:LE
' EMPLOYEE,
IF THE CONTRACTOR WAXES ME OF APPRENTICES ON PF"CTS GOVERNED BY WAGE RATES O tWINEt IV THE U. S. SECAFIAFV
IF LABOR, K 61MLL PRESENT 11 THE ENGINEER WRITTEN EVIDENCE IF REGISTRATION C 50C" ETPL01EE5 IN A PR06RAP rt A
t STATE APPENTICESHIP AND TRAINING AGENCY APPROVED AND EMON1I0 BY THE U. S. KIEAU E APPRENTICESHIP APO
'PAINING. IN THE ABSENCE OF SLCN A STATE AGENCY, THE CONTRACTOR SHILL SUBK:T EVIDENCE E APPACVAL AND
REGISTRATION BY THE U. S. BUEAL OF ARWENTICES"IF AM TRAINING.
' THE CONTFJCTCF SMALL SUBPIT TO THE ENGINEER WPETTUP EVPENCE CF THE ESTAELISW APPRENTICE JOURNEYMAN RATIOS AND
WAGE PATES IN TK PROJECT AREA, WNIC" WILL E THE BASIS FOP E1TABLISHIM6 SUCH M7IC6 All RATES FOP T NCACI
UNDER THE APPLICASL.E CUNTMCI PHOY:EITJE.
1
iS.PFLFwrui SiPKNf1CAUAnA IRA, 07//6/851 PASe 7
1-07.9 COM7Mi81 '
If ANY DISPUTE ARISES AS TO WHAT ARE THE PREYAIUNS PATES OF WAGES IN WORK O A BIMIW NATURE TL THAT
MIREPPLATE UOLR Tit CONTRACT AND SUCH DIMTE CANNOT E ADJUSTED IT THE PARTIES OF INTEREST, 11CLIOUK LABOR '
AM MMEMEMT MEPNUWFATIV TIE MATTER SHALL E MEFERED TO TE DIRECTOR OF THE DEPAPTNFM SE LAW AND
!MUSTRIE6 O M STATE O 06Y..CTOM (DP TO THE UNITED STATES MWTARY OF LABOR OEM PFf:Y►FLIMC WAGES
ESTABLISHED BY TMl OFFICE ARE INVOLVED). AND HIS DECISION THEREIN SMALL E FINAL, CONCLUSIVE AM BINDING ON ALL '
-ARISES INVOLVED IN TIE DIW1E•
:I TM CONTRACTOR WES USE SE A LABOS CLASSIFICATION NOT LISTED IN TIE SPECIAL PROVISION, THE CORPACTO $HALL
i CAA6T THE DETERMINATION O THE APPROPRIATE WAGE PATE FOP THE CLAMIF ICATION AM FOR THE AREA IPA WHICH WOE 15 ,
EFWCAPEC. PACE THE INDUSTRIAL STATISTICIAN O TIRE DEPAPNICEMT O U.BOP APO INDU6'TRIU
Y, FUE:.4--AID PROJELT6 TE COHTMCTCP APO EAtN MMKOT!"TOP SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO Tit '
EPDINEEP. IF NEWLY MATEPEMT6 AE NOT UTIU—H CN, TRACTOR SHALL FURNISH A CEPTIFSAT1pH. PR1C;; P TO EACH
-%Q55 ESTIMATE PAYMENT. CONFIRNIN6 THAT PREVAILING PAGE PATES HAVE SEEN PAIV
If TE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUMMING PAVAIM" AID WAGE AFFIDAVITS. AND HOW THAN ONE '
.POIMICTIOML AEA 16 INVOLVED FM THE PROJECI. THE JUAIMICTIONAL AREA INVOLVED SHALL E SNOW. DMEIATEIY
FOLLOWING THE OCCUPATION CODE MRMP, I.E., 10-WO VAK.F.
IRE COMTRAT0.1'S RECORDS PEPTA'N1NG TO WAVES PAID AM PAYROLLS 6HAU SE OPEN TO INSPECTION OF AUDIT BY
ROWSEMATIVE6 O Tit CITY OUPIN6 THE LIFE O THE CONTRACT APO FOR A PERIOD O ACT LESS IN" THEE 161 YEAP5
AFTER THE DATE SE ACCEPTANCE IEPEOF, AM TOE CONTRACTOR SHALL RETAIN SUCH RECORDS FOP THAT PLAIM. WHERE DCN '
MCDMS PMTAIN1146 0 WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE PAINTAINED SY SUBCONTRACTORS OR AGENT$ O THE
COMPACTOR, THE CONTMCTOP ENPE66LV GUARANTEES THAT THE RECORDS O SUCH SUBCONTRACTORS OP AE1176 SMALL E OPEN
TO INSPECTION APO AUDIT BY REPRESENTATIVES O TE CITY ON THE 6AME TEPM6 AM COMITIM: AS THE RECORDS O THE
000TRACTOR. IF AN AUDIT 16 TO E COMENLED MADE THAN ED" (601 DAYS AFTER THE ACCEPTANCE DATE O THE CONTRACT, a
THE CONTRACTOR WILL C GIVEN A REASONABLE NOTICE O THE TIME MEN SUCH AUDIT 16 TO E61M.
BORE PAVOW 16 WE BY THE CITY O ANY BUN DUE UDEP THIS CONTRACT, THE CITY MST RECEIVE FIRM THE ,
CONTRACTOR ARD FAU 6UECCNTRACT2, A COPY O `STATEMENT O INTENT TO PAY PREVAIUNG MSESF (FORM L 6 I MYSEP
MG-29 WKINMON STATE OEPARTMEW1 O LABOR AM INDUSTRIES).
UPON COMPLETION O THIS CONTRACT, THE CT" MUST RECEIVE FAM THE CONTRACTOR AM EACH 6USCOMTPACTOR A COPY O
'AFFIDAVIT O MOB PAID' (FOP L A I NUMBER 7OD-7 STATE DEPAPTMEM O LABOR AM IMISTPIESI CERTIFYING THAT
ALL PREVAILING WAGE REOUIPHPEMS HAVE MEN SATISFIED. IN ,ADDITION. THE CITY MUST RECEIVE PROM THE PR1PE '
CONTRACTOR A COPY O 'RELEASE FOP THE PROTECTION O PROPERTY WER6 AM SEEML COMPACTOR' (FOPP L 6 I MUMSEF
MOM THE STATE DEPAPIENT O LABOR AND INDUSTRIES). THESE AFFMAVI76 WILL M EOL1PSD WORE AM F;ttv< ,
RETAINED, ACCOE!UG TO THE PROVISIOS O ECW 60.19.0% ARE PEUAM TO THE C.VTRACTOP. FONTS MAY M OBTAIN;
FPO, THE DIPAPT%EM O LABOR AM INDUSTRIES.
LUt O 11E.50 PER LACX • iATEREW O INTENT TO PAY 'AFFIDAVIT '
u ACCOMPANY EACH i'tPM b'UOUITTED TO T.L- PIL FjM p LIMP AM ]MISTHjjyH_jl¢L,COMPACTOF 16 EIPOSIBLE FOP
PAYMENT O TE6E FEES A4 SLALL MAKE ALL AWLIUTIOE DIECTLY TO TE OEPPFRMENT O LASOF AM 11OLFTFIES._ T"t
FELS 6HALL E INCIDENTAL TO ALL THE NO ITEMS O kljjr_WBMT. ,
t
PNg. 0 Supl.ftn U: 6pcifl-Pt'onF (RP, C`.16.651
' 1-gz p COHTINUS
IN ADDITION, TIE MINE COMTPACIOP SMLL SUBMIT TO THE WASHINETON bl ATE DEPARTMENT OF LAMP Alt IIDUSIf1ES A
"REQUEST F9R RELEASE' FORM PROVIDED IT THE DEPAPTHEN' OF LABOR AMC INDUSTRIES. THESE AFIDAVITb R.:LL BE
REF.u7RED KFCPE ANY FUME RETAINED ACCOMINE TO THE PROVISION OF PON 6C.26.010 ARE RELEASED TC THE CONNACIOF.
j-C7,iII§I SLTCUN-PAEIINL IADCIIJNAL SECIILNI
MORE PAYMENT OF THE FINAL cSTiHATE. THE COMFCTOR MALL SUBMIT AN AFFMAVI7 OF AMOUNTS PAID TO MINORITY
BUSINESb ENTEWPISE AK if WOMEN BUSINESS ENTEPIM ISE PAPTICIPATS ON THE FORM PROVIDED BY THE CI"M CERTIFYING
THE AMCA.wTs FAIL TO MINORITY BUSINESS AMC OR WOMEN SLIMINESS FMEFPRISE PAPTICIFAMS.
1-07.11f 101 PKC1 _21�KEKMI IREPLACEMEM SECTION:
THE CONTRACTOR WILL BE RECLINE, TO COMPLETE AND SUBMIT THE FOLLOWING DOCIPENIE BEFORE PRDGFESI AFC OF FINAL
PAYMNIF TO THE OOWTPACTOP WILL F! APPROVED BY THE PUBLIC WORKS CIREMP:
' 1. EACH MONTH - DEPARTMENT 6 LAMP SIAMDAD FCW 2S7
2. EACH JULY - RATE HIGHWAY FORM PR-13BI
' THE OWNER WILL FAMISH THESE FORMS TC THE PRIME CONTMCIOP CLACK IRE PRECONSTRUCIION MEETING.
AN EQUAL EMPLOYMENT OMFFTL'MIIT PEPOM CERTIFICATE SMALL R DECUTED BY THE BIDDER WITH HIS SIC PROPOSAL ON THIS
' PROJECT AFC WHICH CONES WITHIN THE PROVISIONS OF THE EOUAL EMPLOYIIEWT OPPORTUNITY REGULATIONP OF THE SECRETARY
6 LAMP AS REVISED MAY 21, INS. THE FORM 6 CERTIFICATE WILL IF fUMISHM 70 THE C0.,TMGTOP WITH THE
PROPOSAL. WHICH THE CGNTRV.TOP WILL NEED TO COMPLETE, STATING AS TO WNFTHEP ME, HIS FIRM, ASSOCIATION,
PAP144HIP, OF CQWCWIILA MAb PAPTICIPATED IN AM PREVIOUS CONTMCTF ON SUBCOMPACTS SUBJECT TO 7HE EGUAL
RMPOPIJNITV CLAUSE AFC IF SC. WMCTHER OR MIT HE HAS SUBMI7TID ALL REPORTS DUE UNDER APPLICABLE FILING
PEOL:PE3EAT6.
' FAILURE ON THE PART 6 THE BIDDER IC FLF NISH THE RECLINED CERTIFICATE WILL K DUE CAUSE FOP REJECTION 6 FIS FIC.
IF A PFCPO5AL LACKS AM EEC REPORT CERTIFICATE. AMC THE CONTACTOR WOULD 3TMERMISE BE AWARDED THE COMMCT, THE
' CONTRACTOR SHALL HAVE 10 CAVb AFTER NGTICW ET THE CIPECTOP OF PUBLIC WORKS TO PROVIDE THE SAME. IF THE
COMPACTOR REUSES OF FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE IN THE
FORM 6 EDIC, CHECK. OR CASH WHICH ACCOMPANIED THE BEG, PILL X FORFEITED TD THE CITY.
WHENEVER A CONTMCIOP REME75 PERMISSION TO SUBLET A PANT OF AM CONTRACT AIL 51OM CONTRACT COMES 017HIN THE
PFCVIbICNS 6 THE EFLAL OPPORTUNITY REGULATIONS 6 THE SECRETARY 6 LAMP, REVIEW MAT 21, 1BBD. HE SMLL CCIAIN
THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AMC FOANAK 11 TOGEIHEN N11H SUCH REQUES:. NO SUBCONTRACT
1 WILL BE APPPCVE' BEFORE RECEIPT OF SUCH CERIJICAT/ON FROM THE SUBCONTRACTOR
FOR THIS P1R'C6E, CERTIFICATION FORMS HAY K 06 INED FROM THE PROJECT EK:KER ASSIGNED TO THIS PROJECT.
' 1-07.13 DOM FACT Qf,� PE®0IS1F1L1 TT FOAL. :REPLACEMENT -----Ml
THE WDRK SMALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CAM AID CHANGE. THE COMPACTOR SMALL DEAF ALL LOBS AM
DAMAGE WHATBOEVEF. AFC FROM WHATSDEVEP CLAUSE, EXCEPT THAT CAUSED SOLELY BY THE ALl 6 THE INNER WHICH RAY OCCUR
ON OF TC THE NOR DUPING THE FULFILLMENT OF THE M'tKCI.
' If AM SUCF LOSS OR GAAGE OCCLAL. TEE CONTRACTOR &HALL IMMEDIATELY MAAE MQL- AM 6O.H LOSS GF CANACE, AND IN
THE EVENT 6 ^E CONTPACTU REFUSING OR NEGLECTING TO DO SC, "E OWNER MAY ITSELF OR BY THE EWLCYMENT OF SOME
OTHER PEPAL HARE EDED AM SUCH LD66 OF CAGE. AHD THE C ''T AMC C%PEISE 6 SO DOING SMALL BE CHARM TL IRE
BORPACTOA.
THE COWTFACTCF ALONE SHALL AT ALL T1PES E RLSPONSIBLE FOR THE SAE" 6 H:e AMC HIS SU6CD'nTPALiGF'b EPLCTFEb.
AK FCP PIS AMC HIS SULECCWIPACTOF'S PLANT AMC EOLIPMENI A* THE MCTHW 6 PPMEL'T:NG THE am.
WGCLNante' GT tt�frtWt-enF TRW. Dbti/BBl PApA 2
-07,0 CGfRINU@ '
WING UNFAVORABLE LEATHER AND DTIER CONDITIONS, THE LOIRRACTOP SMALL PURSUE DAL' GUCN POPI IONS OF THE WORK AS
HALL MCI BE DAMAGED TERET'. ,
[ PORTION OF THE WON( WOE SATINFACTON QwLITY OR EFFICIENCY WILL BE AFFECTED BY AIFAVORABLE CONDITIONS SMALL
E CONSTRUCTED WHILE THESE CONDITIONS DCIST. UNLESS Bf SPECIAL MEANS OR PABOW'DNE ACCEPTABLE TC THt ENGINEER, ,
NE CONTRACTOR SMALL E ABLE TO OVERCOME THEM.
'1:�1� PESPONS3BI 1TY FOP OAMAE IWDITIOMAI. SE[T30N1
'NE CONTRACTOR SMALL E ME8'DMGISLE FOP CONTROLLING DUST AND MID WM0 THE PPOJECI LIMITS AM ON ANY STREFT ,
MUCH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTUP SMALL E PREPARED TC USE
AfERING TRUIKS. POWER GLEEPER6, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY NT THE ENGI-:LEA, TO AVOID '
AEAIING A NUISANCE.
UST AM MID CONTROA SMALL BEWNSIDERP1 AS IMCIDEN'AL TO TNi N,,JFTT, AID NO COMPENSATION WILL WEAD ME FDP THIS '
$TION.
;GIPLAINT6 OF OW"T, MUD OR UNSAFE PRACTICES AND/OR TRORD" DAME TO PRIVATE OHER6HIP WILL E TRANSMITTED i;
THE CONTRACTOR AND pRONPT ACTION IN CORRECTING WILL E REQUIRED TY THE CONTRACTOR. ,
-07.16 _PMECTION AID BE CRAI1 M OF PRWLM LUELACEMENT 6ECTIONI
THE VANES WILL OBTAIN ALL EASEMENTS AMC FRA,DHISEE REOUTRED FOR nit PROJECT. TE CONTRACTOR SHALL UNIT MIR ,
OPERATION TO THE AREAS OBTAINED AM SMALL PDT TRESPASS ON PRIVATE PROPERTY.
THE OMEN MAY PROVIDE CERTAIN LANDS, AS INDICATE` 1N CONNECTION WITH THE WOK LIDER THE CONTRACT 1DLE7kEP W17H ,
THE RI9T OF ACCESS T' SUCH LAWS. THE CONTRACTOR SMALL NOT UNREASONABLY ENCIMER TNf PROMISES WITH HIS
:OMIPNENT ON MATERIALS.
THE CONTRACTOR SMALL PROVIDE, WITH NC LIABILITY TO TE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN D
OR DEBCAIB® THAT MAY E REQUIRED FOR TEMPORARY CONSTRUCTION FACIUT7.S OR STDRAE OF MAT_RIALS. E SMALL.
:OWWXT ALL ATLESS ROWS, DETOW ROADS, OR OTHER TEMPORARY WORK AS PECUIRED BY HIS OPERATIONS. THE CONTRACTOR ,
SMALL CONFINE HIS EQUIPENT. 610RAE OF MATERIAL. AND OPERATION OF NI6 WORKERS TO THOSE AREAS SHOWN AND
CEBCFIBED AIL' SUCH ADDITIONAL AREAS AS E MAY PROVIDE.
A. WHAL. ALL CONSTRUCTION WOW UNDER THIS WNTRACT ON EASEMENTS, RIGHT-OP-WAY, OVER PRIVATE PROPLPTY OR ,
=AAWKIE. SMALL E COFINED TO THE LIMITS OF SIGH EASEMENTS. RIGHT-OP-SAY OR FRANCHISE. ALL WOMB SMALL E
WtOPLISHED 60 AS TO CAUSE THE LEAST AMOUNT OF DISTURRAICE AID A MIN:N:'1 AMOUNT E DAMAGE. THE CONTRACTOR
SMALL SCHEDULE HIS ROE BO THAT TFENC1E6 ACROSS EASEMENTS SMALL NET E LEFT OPEN DURING WEEKENDS OR HOLIDAYS AID 1
TRENCHES SMALL NL: E OPFN FOP MORE THAN AB ROWS.
B. FTPUCTUE6. THE CO,.TPACTOR SMALL REMOVE SUCH EXISTING 97RLCTLWLS AS MAY E NECESSARY FOP TE PERFORMANCE O
THE KAK AID, IF F-QUIPED, SMALL REBUILD THE STRUCTURES THUS ABEV'ED IN AS GDOO A CONDITION AS FOUND. HE SMALL
ALSO REPAIR ALL EXITING 6TRUCTUREF WHICH MAY E DAMAGED AS A fESULT O THE NOW LINDEN THIS CONTRACT.
EAEMEJRS IIIVATM AREAS AM DINER SLf ACE IEPPOYEENT6 ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR ,
.AMIS. AND OTHER SURFACE INPNOVRPINTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SMALL E RESTMr AS NEARLY
AS POSSIBLE TO TETR ORIGINAL CONDITICN. '
R ,Cp TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-SWAY, THE CONTRACTOR SMALL >'TPIF TOP SOIL FROM THE TENCH
OH CONSTRUCTION AEA AW STOCKPILE IT IN SUCH A MAMER THAT IT RAY E REPLACED BY MIN. NOON COMPLETION OF
:OHSTRXTIO,. ORNAMENTAL TEES AM SHRUBBERY SMALL E CAIEFUllY REMOVED WITH THE EA-AN SURROUNDING TEIF MOIL ,
~PW IN BURLAP AIL REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN AB MOWS.
Pope TO A,p LNMMntAL SpocfflcotlonN (Rev 07/16/B51
' 1=97.14 CONTINUED
ALL SHRUBBERY OR TREES DESTROYLY OR DAMAGED, SHALL E REPLACE) BY THE CONTRACTOR WITH MATERIAL O EOWL OWLIT
t AT NO ADDITIONAL COST 7C THE OWEP. IN THE EVENT THAT IT IS NECESSARY TC TRENCH TNIOUGN ANY LAW. AREA, THt E C
MHALL E CAREFULLY CUT AM ROLUJ AND PEPLACiO AFTER THE TRENCHES HAVE BEEN SACAFILLED. TIE LAWN AREA SHALL E
CLEANUP BY EKEFING OR OTHER ME". O ALL SAFTH APO DEBRIS.
1 THE CONTRALTOF SHALL USE PUBEP HEEL EQUIPMENT SIMILAR TO THE SMALL TMCTDA-TfK SACXHCES USED BY SIDE 6EEEP
GOMMCYOPS FOP ALL ROM. INCLUDING EXCAVATION AND BAMILL, ON EASEMENTS OR RIGHTS-CF-NAV %PION HAVE LAWN
AREAS. ALL FENCES. RAMER6. AWL 80E6, OR O KA TEMPORARY O" ACLEG SMALL 0 PEHOVM BY THE CUM.FACILE AFC
' IMMEDIATELY REPLACE, NFTEF THE TRENCH 16 tACKFILLED. 1N THEIR ORIGINAL POSITION. THE CONTNACTOR SHALL ACTION
THE MCA AM PROPERTY OWNER AT LEAST 94 HOURS IN ADVANCE GE ANY WCM DOE ON FAIMM6 ON PIGHTb6-NAY.
DAMAGE TO 81I67INI STACIURE6 O T61DI GE EASEMENT AREAS THAT MAY E6ULT FRON OETATERIM6 AMR CTHER
CCASTPLRION ACTIVITY UNDER THIS CMTFACT SHALL BE REFTORED 70 THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL
CONDITION SMALL E ES1.011SHED BY PW706WHS TAKEN AND/OP INSPECTION MADE PP1CF TU CONSTRICTION. All ER:N NOT.
SHALL BE DONE TO THE 5ATI9FACTION O THE PWPEFTY OWNERS APO TIE OWNER AT THE DEFENSE BE THE CONRACTOP.
D. STREET . TK CONTRACTOR WILL :.SSLRE ALL RESPONSIEILITY GE RESTORATION O THE SURFACE E ALL STREETS
IYRAVELLEC SAYS) USFC BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTE DOG W7 HAVE LAMP ON MATERIAL IM1ED1.'TELY AVAILABLE TC HALE FECEMAIN REPAIRS.
THE CLN'IFACTDP SHALL 6C INFORM THE OWNER. THE OMEN WILL NNE THE NECESSARY FAIRS Aft TIE COST OF SUCH
' REPAIRS EMLI BE PAID IN THE CONTRACTOR,
1-07.17 UT1LI TlE6 AND SfNILAR 'AClUTIE5 IADDITIOML SECTIONI
' LDCATSON AID DIMENSIONS SHIM ON THE PUNS FOR EXISTING UDEPCAOUE FACILITIES ARE IN ACCORDANCE WAIN THE EST
AW L*4U INFORMATION WITHOUT UNCOVERING AMC MEASURING. TIE OWNER DOES NCI GUARANTEE THE 612E AND '3LA110N OF
191571K FACILITIES.
IT SMALL E THE COMPACTOR'S RESPOEISILITY TO CONTACT ALL - 1LIC ANC PRIVATE COMPANIES HAVING UTILITIES AD/OF
FACILITIES IN THE VICINITY O THE CONSTRUCTION AREA.
' CALL BEFORE YOU DIC
THE 40 NOUN LOLATCAE
t-BOD-424-5555
' IF. IN TIE PROSECUTION BE THE ISM. IT BECOMEE NECESSARY TO IN'tARIPT EXISTING SURFACE DRAINAGE, SEVERE,
UOENOMINS, CONDUIT. UTILITIES, SIMILAR UNDERGROUND ETR'.CTUIES. Of PAPS TIERED. THE CWPACTOR SMLL E
RESPONSIBLE FOP, AHD SHALL TAKE ALL NECESSARY PRECAT:CMS TO PROTECT AM PROVICE TEMPORARY SERVICES FLA SAME.
THE CONTRACTOR SMLL, AT HIS ON EXPENSE, REPAIR ALL DAMAGE TO SUCH TACILi TItE OF STRICTURES DUE TO 70-36
CONSTRUCTION OPERAII06 TO THE SATISFACTION GE THE CITYI DECEPI .UF. CITY OMNEC FACILITIES WHICH SILL BE REPAIRED
BY THE UTILITY DEPARTMENT AT CONTRACTCP'S EXPENSE. OF BY INS COMPACTOR A6 DIRECTED WY THE CITY.
j=p7.j§ PUBLIC LIAEILITY AM PPCPEPIN C.UkAGE.1A€P..125_EMLNT SECTION:
THE MINIMUM POLICY LIMITE O MACH INSURANCE SMALL E AS FOLLOW:
THE AMOUNT GE COVERAGE SMALL E MOT LEN THAN A SINGLE LIMN ON 95W,DD0 FOP SODILV IN.7.RY IHCLIDING DEATH.AND
' PROPERTY DAMAGE PEP OCCURRENCE. IN ADCITICN, AN UMBPFLLA INSURANCE COVERAGE O ICY LEES THAN 65.000.000 SHALL
E PROVIDED. VITH THL OWNER AND ENGINEER ADOITIUML NA" INSUPEO6. THEE LIMITS SMALL APPLY It LOWFt Yi E:VE
GENERAL UAb1LITN INGLAAKE ANC VEHICLE LIAE]UTY INSURANCE.
WRR beer.lHi EFAFMf'141P0n, IRA, C7/TNB51 PASN 1T
I-07.11 CONTINUED '
THE CONTRACTOR SMALL FURNISH TOE CITY WITH BATISFACTOR PROM OF CARIAE OF THE IWSINOCE EWIABO, '
1-O7.PXII PUBLIC CONVENIENCE AM SAFETY 1ADOITIOAL 6ECTIDNI '
TOE CONT ACIM SMALL NOTIFY BY MAIL ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRICTION. THE
)WTRACTDR SMALL NOTIFY ALL LOCAL POLICE. TRANSIT, AM FIRE EEPARTMEM6 BY MIL AMON TO CONSTRUCTION. NAMES
tM ADDRESSES WILL E FURNISHED IN THE OWNER. THE CONTRACTOR SMALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A t
IINIMGN O TtAEE DA16 MIOP TO COMSTAUCTIOIM 1N FROM OF MACH PROPERTY,
-G7.P9121 FLAGMEN, BARRIMES, AM 6I;* LREPLACENENT SECT10M1
FUGNEM. BARRICADES, SIGNS AM TRAFFIC CONTROL RUNNISHED BALL CONFORM TO THE STANDARDS ESTABLIGHF" IN TH.
1TEZT ADOPTED EDITION OF THE 'MANUAL ON UNIFORM' FFIC CONTROL DEVICES". PUNLIGN D BY THE U. S. VEPAPTHENT O
TRAISPORTATION.
:OPIE6 MAY E PURCHASED FROM THE SIPERINTEMENT OF DOCUMENTS, U. S. GDVEANMENT PRINTING OFFICE, WASHINGTON, '
D.C.. BOAOP. TE COMTRLCOP MALL IMPLEMENT TE TRAFFr CONfML PLAN161 APPEARING IN TIE CONTRACT PUN, AS
APPLICABLE. IF THE CONTMLTOP'6 PUN OF OPEPATTONG 16 IN CONFLICT WITH THE COMPACT TRAFFIC CONTROL PLAN. E
MY PROPOSE MODIFICATION OF THE TWFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGN AM BARRICADES
EOU'RED FOR THE PROJECT, AND SUBMIT IT TC THE ENGINEER FOR AFMWAL AT LEAST TEN DAYS IN ADVANCE O THE TIME ,
THE SISK UD BAMF:CADE: WILL E EOURED.
THE CONTRACTIIM SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS. BARRICADES. "ICE FLAUMEN , AM EQUIPMENT. ,
COSTRUL11ON WARNINGS, AM MGM LIGHTS IN GOER TO PROTECT THE PUBLIC AT ALL TINLE FROM IMLIJRY AS OF RESULT OF
41S OPERATION (SEE X.U,T,C.D.(. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN 6LFFICIENT LIGHTS AND SAIFIWES, IN
THE OPINION O HE ENGINEER, THE CITY SMALL NAVE THE RISK TO PROVIDE THESE LIGHTS AM BARRICADES AM DEDUCT ,
SUCH COSTS INOM PAYMENTS DE THE COMPACTOR. NOW SHALL E ESTAUCTURE. THE ORDER OF NOW WDIFIED. THE MUB
OF BOW MOD_ J OR THE pW HALTED ALTOETER AT THE ENGINEER'S DISCETIDN WHEN THE ENGINEER FINDS SUCH A
COURSE ON COURSES OF ACTION NKESSAM' TO PROTECT 'ERE PUBLIC JP THE CONTRACTOR'S SAFM, HEALTH. AND WELFARE
ALL SIGNS REHWED SMALL E SALVAGED AM DELIVERED TO THE CITY YAM, '
ALL C0676 IN CONNECTION WITH THE PROTECTION AM MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC MALL E CONGICER6 '
INCIDENTAL TO THE MOW INVOLVED OR VHALL E INCLUCSD IN THE LUMP SUM PRICE ITEM ^TRAFFIC CONTROL` IF SUCH AN
IT& IS, INCLUDED IN THE PROECT.
TRAFFIC MOVEMENT SMALL HEREIN E DBIN® AF PPLYING TO BOTH VEHICULAR AM PEDESTRIAN TRAFFIC. THE EMIMEEP 1
GMLL E THE CITY O ENT9N PUBLIC BOWS DIEGOP M MICA DULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER,
INSPECTORI AS USED THROUGHOUT THIS SPECIFICATION.
THE FOLLOWING IS A SUWAM O REGULATIONS THAT WILL APPLY TO TRAFFIC CC*YML OPERATIONS ON THIS PROJECT, OLT '
DOES, NOT UNIT OR SUPERSEDE OTHER EQUATIONS OF THE STANDARD OPECIFICATIDNSN
T, THE •MAMMAL ON UNIFORM TRAFFIC CONTROL DEVICES FOP BEETS AM HIGHWAYS". AS, WELL AS THE FEDERAL HIGMJI
ADMIMISTRATIM (FOUR) -TRAFFIC CONTROL IN CONID'TRMCTION AM MAINTENANCE NOW ZOME6" TECHNICAL PFPCFT MA
107. SHALL E USED AS A ,;UIDEU W FOP THIS PROJECT.
2. AT THE PROJECT PRE CONSTRICTION CONFEKNCE THE CONTPACTCP SMALL DISCUSS HIS TRAFFIC CONTROL PITH AK
OESIGMATL THE PERSON ESONSIBU FOR TRAFFIC CONTROL AT THE NOW SITE. THE YEA SHALL INCLUDE DE>-PIFTICNS
OF THE TRAFFIC CONTROL METHODS AM DEVICES TO E USED ST THE MIKE CONfHACTOWSUB-CONTWTORS ARC WILL E
SUBJECT TO REVIEW AM APPROVAL BY THE ENGINEER.
P.O. AB 6uPLWMrntAl Spetlf,cstianA IRA• 07:14 B5'. '
1 1Q7,C9.1i1_�NT 1�jLH.
1 O. DW:Ni ALL PMARF U LSISTFLCtICK, TAAFf:C MCMPLI.T SMALL E RA1NTAINB AS HEAR NORMAL AS PCS6:BLF AMC
REASONABLE ACCESS MAINTAINED TO PROPERTIES AC.MCEMI TC It* 016MT O WAY LIME,
1 •. ALL TRAVELEE PONT1C16 OFFICAIWhNS W:IL WE APES TC' TRAFFIC DGRIWC PLAA TRAFFIC PEPIODE. 100 TO 011O A.R. Alt
E too to $1O0 P.M. OR AE DIRECTED FV TE INGIEEP.
6. DN OP EFOE 7E FIRST DAY CF NCR AFFECTINE TRAVELET PCXUY, THE CWFACYW WILL E EOUIRM TO HAVE Tie
TRAFFIC CE NFOL DEVICES TV E JFH- INSPECTED AM APPROVED SY THE ENGINEER AS TO COMPLIANCE WITH MLTm1vMM
CTAMAPEE. MC NOMN SMALL E DOE ON OR ADJACENT IL THE POADIAY LRRITIL ALL WUUAR 6106 AMC TRAFFIC
CDNTWL DEVICES ARE SA RIAU.
6, NCR SITE TRAFFIC CONTROL WILL E SUBJECT TC PERIODIC INIFECTIE0 A TE ENGINEER; THE Cm%KIDN WILL E
F&MIRE TC TARE TIMELY AK APPROPRIATE 0010 TO CWMEC7 CDMITION6 THAT ARE UNSAFE OR CAU61E HOVE DELAY
7O TRAFFIC MOVEMENT.
i7. IF TE CCNIRLCTOF FAILS TO TARE SUCH TIMELY AND APPROPRIATE COMRECTIVE ACTION, THE ENGINEER CAR ORDER A 67OR
TC FURTHER ND F UNTIL TE CONDITIONS ARE CORRECTED, OR ORDER CCNMKTIVE ACTIONS TO E PERORPEC WY OTHERS
iWITH ALL CO676 INCUIME THEREOF DGE CTK FROM PAYMENTS DUE M COtIN6 DUE THE CONTRACTOR.
THE CONTRACTOR SHALL E RESPOEiELF FCP PKVICIW KEGLATE FLASHER. BARRICADES. LIGHTS AM SIGNS FCF THE
PRIOICTION O TE NOW AM TE PUBLIC Al ALL TIFF£, AK TE CCNTMACTOH AM HIS SUETY 6MLL E L1A61.E FOR
i INJUPIE6 AMC DAWGEE TC PERWK AM PROPERTY 6UF:PE BY EAEON. OF THE CONTRACTOR'S OPERAIIDE OR ANY NEGLIGENCE
IN CONNECTICA THEREIN,
i1-07.26161 DUST CONTROL IADDITZCTAL 6LLTLDMI
THE CDNfRACTUN SMALL PRCVICE A MINI" 1,6DO GALLON CAPACITY WATER TRIG WITH A PRES6OE SPMV VET EN DfSI4Nd
i FOP STEE7 CLFANINC. 7E 6TMEETC SMALL E CLEANED O OLET AM Da PP16 AT TE END OF EACH WINNING DAY, IN
ADDITION, 7E CONTRACIOR SMALL PKV:OF SPR:ELIMC, AS NECESSARY. TC ALLEVIATE DUST NUISANCE OR RE CIECTEE EY
THE EMIEEF.
1 1-O7.EA RIGHTS OF IMY LA4£iT14_MPI.SEEM_�:
Tit CITY SMALL OVAL N ALL EASEMENTS AM ACCESS PEFMIGGIU NECESSARY It THE CONSTPCIt ON OF ALL. IMPROVEMENTS
1 LOCATED ON PRIVATE PIDPEFIN AM PAN ALL COSTS O THE GAPE. COPIES OF ALL EASEMENTS AM ACCESE PERMISSION WILL
E PKVI'Fr YU 1ME C6NTRACIIMF. TE C' 'FACTOR SMALL PERFORM ALL NOW OR PRIVATE PROFLAIN IP STRICT COWL_AME
WITH THE TERMS AM CAMI7ION'6 O TE EAC hNTG AM PIII.-OF-ACCL6S DOCUMENTS.
i140 PRO6LITION AMC PROGRESS
1 ];J(� E65 i1BVLF IPBLACFMJ�.T��jLiN.1
100M@lATE0 AFTER EXECURIOM AMC DELIVERY O 7E C%7NAC7, AM EFCAl THE FIRST PARTIAL PAYMENT IL MALE. THE
1 CCNTRACTCP SMALL DELIVER TO THE ENGINEER AN ESTIMATES CONSTPKTICN PROGRESS 6CHEDULL 1% A FORM VTIGACICFY IC
THE ENGINEER, SMMINE tE PROPOSED DATES O COPENCEMENT AM CWLETIM G EACH OF TE VAF.'ms PAV ITEMS O WAR
MECUIREL, LN:EF THE CONTFACT DOCUMENTS Alt TE ANIICIPATE AIt:UINT OF ULM MONTHLY PAYMENT THAT N:LL SCOT OLE 7C
THE CONTRACTOR IN ACCOMIAKf Will, 104 PROWESS SCMELLU. THE CONTRA006 SHALL ALEC FUE.ISM PLf IODIC ITEMSIEt
i ESTIRATES O NOW DOME FOR THE PURPOSE O NAVIN- FAFTIAL PAYMENTS TEPEW. TE COST IEUPS ON PWING U AM
O TESE SCMELLEI WILL E USS DE/ FOR OMMMINIK THE LAI.16 OF PARIAL PAYMENTS AMC WILL E7 6E CCEICEREI AS
FIXING A BASIS FOP ADDITIONS TO OR DEDUCTIONS FEAR THE CONTRACT.
i
1
iSMPttom"t.t 6RRctncet't M (NY 07/1YB61 POL, 1:
1-06_3 COMIMIED '
SHOULD IT SCONE EVICEM AT AM TIRE OUPSNC CDNSTFWLTIDN THAT OPERATIONS WILL OR MY FALL MHIR THE SCHEGUlE OF
THIS FIRST PO MP. The CONTRACTOF SMU, UPON REQUEST, PADFP'LY YEOT EVISW SCTHISRIUS IN THE LANE FORM AS '
SPECIFIED HEREIN, P'TT1NG OUT OPERATIONS, ETIED6, 40 EQUIPMENT, ADD® USDA FORCES ON FORKING SHIFTS, NIGHT
,Olt, ETC., NY WHICH THE LOST TIE WILL SE WE UP, AND COFFER WITH THE EKIEEP UNTIL M APPROVED Nm IF1CAT10N
7 THE ORIGINAL ECFEULA ME MEN SECM6. FIMEA, IF AT AM TIE A PORTION OF THE ACCEPTED KNOLLS I6 FOUND '
TO CDEUCT WITH THE COMRMCT PROVISIONS, 1T SMALL UPON REQUEST E REVISED BY THE CONTRACTOR AM THE NOE SHALL
SE PERFORMED IN COMPLIANCE WITW THE CONTRACT PROVISIONS.
'AYNEM6 OF ANY FUPTEA ENTIMTES TO THE CONTRACTOR AFTER SUCH EOUER 16 WE AND UNTIL AN APPROVED MODIFIED ,
3CHECLU HAS SEEN PROVIDED IT THE MYTWCTDR MY SE WITHHELD, EXECUTION OF THE MR ACCCFCIN6 TO THE ACCEFTEC
XNEDUU OF CDWTPIC71ON OF APPIOVEC MODIFICATIONS THEREOF, 16 1EPESY MADE AN OOL16ATION OF THE CONTRACT,
I-0B.31V1 PRE{CNSTRLTInk CONFERENCE VIEW SECTION] '
PRIOR TO THE GIANT OF CONSTRICTION, THE COMPACTOR, ENGINEER. ALL SUSC01(TRACTOM, UTILITY DEPARTMENT, MASI '
RUCK UTILITY COMPANIES. AM OTHER INTEESTED PARTIES &HALL ATTEND A PE-CONSTRUCTION CONFERENCE. WITH TIME.
PLACE. AM DATE TO E DETERMINED AFTER ARAM OF THE CONTRACT, DASEQENTLY, A EPEUMYATIVE OF Tit COMMCTCP
WILL ATTEFC A SE6Lv CDOFEEFCE TO EVIEW PPMK95. AFC DISCUSS ANY PROBLEM THAT MY E INCURRED, THE TIME,
PUCE AM DATE OF THESE WEXLY RMTINM SMALL SE ESIABLISHET AT THE PRE-MWTRICTIDN CONFERENCE. '
THE COMTIMCTOM SMALL NJTIFV THE CITY OF NEWTON AT LEAST AB MOM PRIOR TD COMMENCING WOE. THE GAME ,
NOTIFICATIONS SHALL E PROVIDED TO ALL EFEPENCV ENTICES, Ff DIALING 011 FFM A PHONE WITH A EMON EXCHAAGE
TELEPI0 MMMP, AM THE SCHOOL DISTRICT WEN WORKING WITHIN A LDAVWY PIGHT-0F -WAY. THE COMTRACTCP SHALL
ALbC NOTIFY PROPERTY OWNERS ADJACENT TG THE CONSTRUCTION AREA, INDICATING THE DURATION AM PROPOSED TINE OF ,
ACCESS CLOSURE TO THEIR PROPEM.
1-0.E TIRE OF COMPLETION IMCITION4j�j_c 111911 ,
REDUCE PARASPAPH I MINCE
THE CONTRACT TIME SMALL START IO DAYS FACP THE DATE OF THE LETTEP NOTIFYING THE COMTFVCTOP TO
PASCE ED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN SOLING DAYS, A MFKTNG DAY 16 AM 1
DAY MIT OENOWSE DEFINED HEREIN AS A NOW WOWING DAY. A ION WOWING DAY I6 DEFINED A6 A LATUCAY,
.UICAY OR ECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR 16 SPECIFICALLY EQUIRED n ONE CONTRACT
TO GIDEM CONSTRUCTION '
ALL DEINITIOUS OF PECOGNIZED M-'OAYS IN THE STANDARD SPFCIFICATIDNG ARE DELETED AM VOID. RECOGNIZE: HCLIDME
SMALL E AS FOUDMSN t
NEV YEAR'S DAY, L'NCOU'6 BIRTHDAY, MSHINGf ON'6 SIFTMAY, NBMDAIAL DAY, JULY A. LASOP DAY, VETERANS
DAY, TMAFSGIVING AM THE DAY FOLLOWING, AM CW STMS EVE AM CMISTM6 DAY. TE DAY BEFORE
C HRISTMAS GALL E A HOLIDAY MEN CHRISTMAS DAY WCUS ON A TUESDAY OR FRIDAY. THE DAY AFTER
CHRISTI" 6MLL I A HOUDAY WHEN CIRISTM6 DAY OCCURS ON A MNDAY, WEDESDAY. OR THURSDAY. MEN '
CH16TO" DAY OCCURS 0% A SATURDAY. THE. TWO PRECEDING VOWING DAYS GALL E OSSERVED A6 HDLIDAVE.
MEN CHPIETM6 DAY OCCURS ON A SUMAY, THE TWO WOWING DAYS FOLLOWINC SHALL SE DESERVED A6 ML:CAYS.
THE CONTPACTt1H IS EXPECTED TC DILIGENTLY PRCSECUTE THE WOW TD COMPLETION IN ALL PAIRS AM E'lUIREHENT6. THE
PROJECT hALL E COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR $IDS.
1
Page IA Wpsrpcst Spscificovans 1RAv OT/TyMI
1-02.5 CONTIN1�
PRCVIDH, 1OVE40, TWAT THE CITY SHALL HAVE THE 81GM IRON REQUEST OF TIN. PUBLIC WORKS DEPARTMENT, CITY OF
RENTON, WA, TO EXTEND THE TIME OF COMPLETION OF SAID NCN. K EXTENSION SHALL K VALID UNLESS THE GAME BE IN
WRITINS AN ACCOMPANI® BY 1NE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BON 6 THE CONTRACTOR.
TIME LOST IN REPLACING IMPROPER WON OR MATERIAL SMALL NOT FURNISH ANT GROUNDS TO THE S TRACTOR FOR CLAIMING
' AM EXTENSION C TIME FOP THE COMPLETION OF THE VOW, AMC SMALL NOT PELEACE THE CONTRACTOR FROM DAMAGE OF
LIABILITIES FCR FAILURE TO COMPLETE THE WON WITHIN THE TIME REQUIRED.
1-06.9 LIUISAID DAMAGES IADDIIIOMAL SE"IONI
THE LIQUIDATED DAMAGES OC KT INCLUDE, AN APE IN ADDITION TO. DAMAGES PION COSTS FOR INGPECTICN, SUPERVISION,
LEGAL EXPENSE, AMC CDLAFT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADOIUIOMAL INSPECTION AN
SUPERVISION SMALL BE AM AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 1CO PER:ENT FDA OVERHEAC,
1-06.11 OVERTIME WON BY OWNER EMPLOYEES [MEW SECTION:
WHEN THE CONTRACTOR PERFORMS COKTRUCTICN WOW OVER THE ACCEPTED B HOURS PEP DAY OR 00 MOM PER REF.. OR ON ANY
CITY HOLIDAY. AM THE WORK REQUIRES INSPECTION. THEN THE CONTRACTOR SHALL REIMBURSE THE CITV AT THE PATE OF 00
PER HOUR. THE CITY $MALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME
' INSPECTION. AMC SMALL NOTIFY THE CONTRACTOR OF ITS IWfENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE
DEDUCTED FMOM MONIES DUE THE CONTRACTOP ON EACH MDN HLY ESTIMATE.
1,06.1E COMPACTOR'S PANT AND EGUIPMENT [NEW SECTION)
THE CONTRACTOC ALONE SMALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEOUACY, EFFICIENCY. APO RfFICIENCV OF HIS AND
' HIS SUBCONTRACTOR'S PUNT AN EDUIRHENT. THE 0111E1 SHALL HAVE THE R1GNT TO MARE USE 11 THE CONTRACTOR'S PANT
AN cQUIPIENT IN THE PENONANCE C ANY WON ON THE SITE OF THE WOW.
THE USE BY THE OWNER C SUCH PLANT AN EUIPKNT $HALL BE COMSIOEPU AS VIM WOW AN PAID FOR ACCORDINGLY.
NEITHER IKE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY. AT ANY TIRE. FOR THE SECURITY OF THE SITE FRCR THE
TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE CF THE NOW SY THE ENGINEER Ate THE OA'I EP.
THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES. AN WATCHMEN SFPVICE, AS HE SEEMS
NECESSARY FOR THE PUBLIC SAFETY AN FOP THE PROTECTION OF THE SITE AND HIS PLANT AN EQUIPMENT. THE OWNER WILL
SE PPCVIDP K05 FOR ALL FENLEC, SECURED AREAS.
' 1-08.11 ATTENTION TO WOFF [NEW SECTIONI
THE CONTRACTOR SMALL GIVE HIS PEREDIAL ATTENTION TO AN SMALL SUPERVISE THE NOW TO THE EN TMT 17 SHALL BE
' PROSECUTED FAITHFULLY. AND WHEN 1E IS KT PERSONALLY PRESENT ON THE ION. SITE. ME SHALL AT ALL REASONABLE TIMES
BE REPRESENTED BY A COMPETENT SUPERINTENDENT WNC SMALL HAVE FULL AUTHORITY TO EXECUTE THE SAME. ARI TO SUPPLY
MATEPIALS, TOOLS, AN, LABOR WITIOLT DELAY, AN RAMC SHALL RE THE LEGAL REPRESENTATIVE n Tit CONTRACTOR. THE
COMPACTOR SMALL K LIABLE FOR TRE FAITHFUL OBSERVAKE N ANY INSTPUCTIOS OELIVEREL TO HIM OR TO HIS AUTMO112E0
REPRESEMTAT I VE.
' 1-06 MEASUREMENT AN PAYMENT
1-06.1 MFASUGEMLN^ _ ;AM 171EE1y"CITIom goloN1
THE CONTRACTOR W. L R RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS 11AT ARE REOUTALD FOP THE PURPOSE OF
CALCULATING OANIETIES FOR PAYMENT OR FOR VEFIFYING TYPE N MATERIAL ME RECEIV BY THE ENGINEER AT THE TIME C
DELIVERY IN DRIER FOR PAYMENT TO BE WE.
A. By TNUCF
OPAYMENT WILL NOT BE MACE FOR DELIVERY TICKETS WHICH DO NOT %HOW TYPE C MATERIAL, GROSS WEIGHT, TAPE
WEIGHT. TRUCK NUMBER. DATE, WEIGHASTERS CEP,IFICATIOD..AN INLPECTLP'E INITIALS.
SNPLWWWnM1 SPK.f1PP1PPHW IMY 07/11(45) Pop 15
-w-l-mmmm
SCALE CEPTL-ICAT10N SN'LL E SUMMED AS EARLY IN THE PROJECT AS P06616L EACH EIGHT STATION SMALL
MAINTAIN A REGOMD MF THE TRUCK MIMER, TIME, DATE, AND VEIBMI OF ALL TRUCKS PROVIDING RATERIAL TO THE '
PROJECT. FINE WIGHT LIST EMAIL E MAINTAINED IN DUPLICATE WITH ONE JISMED COPY TR MSMITTED DA1lV TD TME
CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WERE SCALE EIIM I6 MDT AVAILABLE, THE IMSPECTOP SMALL
MEASURE THE TRUCK VOLUME AND CEPTIFY AS TO ITS FULL LOAD DELIVERY. t
3- BT OTHER MEANS
METHOD FOR N-ADM&ENT AND PAYMENT FOP MATETUAL BROUGHT TO THE 6:TE BY ANY 07ER MEANS WILL E DETERMINED ,
BY CSTTRACTOA OW ER AGESEMi BEFORE AWARD S THE CONTRACT.
'-99.3 SCOPE IF PAYEI.T (ADDITIOAL SECTION) ,
ILL COSTS AMC UPENSE6 FOP ITEMS OF WORE, EDUIPMEM, OR MATERIALS. IMCLID.MG INSTALLATIONS, NOT IDENTIFIED AS
EID 'TEA IM THEE SPECIFICATIONS SMALL E :NDIDENTAL TO THE PMOJECT. NO SLPAMATE PAYMENT CF ANY KIND WILL E '
MADE FOR THESE INCIDEWk 'TSS.
-APTIAL PAYMENTS ON ESTINATE6 NAY E WITHHELD UNTIL A WOE PAC( Z SCHEDULE, AS DESCRIBE IN SECTION S. HAS
BEEN RECEIVED AMC APPROVED, IN THE EVERT THAT AIR' MATERIAL UP WORKMANGHIP DES NOT MEET THE EOUIRBMENT6 OR '
41PECIFICATIDE. THE C'TY MAY HAVE TME OPTION TO ACCEPT SUCH MATERIAL OR WORKANSHIP IF THE DIECTDP OF PUBLIC
10Wb DEEMS SUCH ACCEPTANCE TO E IN THE EST INTEREST OF THE CITY, PROVIDED THE CITY MAY MESOTIATE PAYMENT.' IF A
_OLER UNIT PRICE FOP SAID FA IAL ON WORKMANSHIP.
PAYMENT FOP PIPE INSTALLEI' SHALL E MAD'. ON THE FOLLOWING BGJCULE DMLYt
CDWITIOP S PIPE INSTALL® PEEDENT E 1I0 PRICE PAID ,
PIPE INSTALLED AND NOT TESTED. 80.0%
PIPL INSTALLED AND TESTED. 90.0% '
PIPE INSTALLED, TESTED. TIE-INS
AMC SERVICES INSTALLED AN` ULEAN- ,
S COMPLETED. 100.0%
2-01 CLEARING, WRlIM6, AND ROADSIDE CLEANUP '
L-41�J_P_JEP06AL OF USABLE MATERIAL 6 DEBRIS [PARTIAL REPLACEMENT SECTION)
DELFTEt -THE CONTRACTOR SHALL DISPOSE CF ALL DESUF BY ONE OF THE THEE DISPOSAL ,
METHODS DESCRIBED EL90.'
BCD: 'THE OWTPAC700 SMALL COMPLY WITH ALL MAWS AMC RULES GOVERNING THE ,
DISPOSAL S DEIMM16 AND CONSTRUCTION MATERIALS IN APPROVE LAM FILL
2-01 2(11 Dl®OSAL ME'TWO = OPEN BURNING - DELETE
Z t,2121 DISPOSAL METHOD NO, 2 CONTROLL11IN - DELETE ,
2-91,2131 DI"SAL METHOD K. 3 - DELETE '
2-01.2141 0IBPOSAL METHOD NO A LAND FILLS (ADDITIONAL SECTION)
tLL DEBRIS. WASTE. EXCESS CONSTRUCTION MATERIALS AMC OTHER MISCELLANEOUS MATERIAL HOT SALVAGED BY THE LW'NEP OF ,
THE COMTRACTCP De D:30SM OF BY ANOTHER APPROVED METHOD APE TO BE OIIPOSE S AT A LANDFILL MP ET ANC
LICENSED BY THE AI^MOPRIATE GOVERNING BODV.
1
Poo, 16 SuplowntAI SpoclhcotlonA (P-Y 07/15/661
M1.3141 ROADSIDE CLEANUP - DELETE
2-01.5 PAYMENT )PARTIAL REPLACEMENT SECTI01
1 OEIETE ITEM A
' 2-412 REMOVAL OF STRICTURES AND OETRICTIONS
2-5 �y1 REMOVAL OF PAVEMENT, SIDEWALKS AND CUPS
5. WHEN AN AREA MERE PAVEMENT HAS BEEN REMOVED 16 TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING
HAS BEEN KINISHED. TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SMALL BE REQUIRED. TEMPORARY COLD
NIX PATCHING SMALL BE PLACED TC A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER FACKFILLING AND
COMPACTION APE COMPLETED AND BEFDPE THE RDAD IS OPENED TO TRAFFIC.
' 2-02.5 PAYMENT
ALL COSTS RELATE TO THE REMOVAL BE STRUCTURES AM OBSTRUCTIONS SMALL BE CONSIDERED INCIDENTAL TO AMC INCLUDED
IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM.
1
EOB ROADWAY EXCAVATION AND 9lAMRldT
' 2-0O.1 DE., IAIPTION IPARTIAL REPLACEMENT SEC112N)
REPLACE PARAGRAPH 2 WITHM
THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT;
1. MAUL
2. SLOPE PUUNDING
B. EXCAVATION OF STRUCTURES, DI'LHES AFC CHANNELS.
' A. REMOVAL OF UNSUITABLE MATERIALS,
5. REMOVAL OF PAVEMENT . SIDEWRLAS. DRIVEWAYS. CURB AMC GUTTER, EXTRODED CURBS, AMC CTHEP S:MILAP
SURFACE IMPROVENEFTS
2--93,3121 POCK CUTS IPARTIAL PEPLACEMENT SECTION)
REPLACE PARAGRAPH 1 CONTROLLED BUSTING WITNM
CONTROLLED BLASTING - BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MAST DEMONSTRATE TO THE
ENSINEEF AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION, IF APPROVE
BEFORE ANY BLASTING BEGINS. THE ENGINEEF WILL REQUIP- THE CONTRACTOR TO PROVIDE INFORMATION ON NEW
DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO. THE CONTRACTOR WILL PROVIDE A DETAILED
EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED If BLASTING IN AN URBAN OR RESIDENTIAL AREA.
10)t UNSUITABLE FOUNDATION VAT ON [REPLACEMENT
WHEN SHOWN ON THE PUNS OR MEN SPECIFIED IN THE SPECIAL PROVISIONS. UNSTABLE NATURAL GROUNC SHALL BE EXCAVATES+
PRIOR TO THE PLACENENI BE EMBANKMENT OVER THE AREA, THE UNSTABLE MA'EP1AL MAY CONSIST OF PLAT. MUCH, SWAMPY DP
UNSUITABLE MATERIALS. INCLUDING BURIED LOGS AM ETU, 5. THE MATERIAL SHALL BE EXCAVATED ON THE CONTRACTOR AS
DIRECTED BY THE ENGINEEP TO GIVE THE CONSTRUCTED EMBANKMENT FULL MANIAC ON SOLID GROUND.
MATERIALS EXCAVATED FROM THE RGACWAY OR CHANNEL CHANGE PRISMS. WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION
' EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY DRAGLINE OPERATION 09 BY SPECIAL EXCAVATION METHODS
REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOP RDWWA` EXCAVATION, IN WHICN USE MEASUREMENT AMC PAYMENT AS
-UNSUITABLE FOUNDATION EXCAVATION' ON A PEP CUBIC YAM BASIS WILL APPLY.
1
SMPXKMMetAI 6PAL1f1C&%iOYL (WY 07/15/051 FWBA 17
!�.Bl lilt J,WMGVW, OF UNSUITABLE FOUNDATION MATERIALS - DELETE '
7[ZL,_;wJ%—fiwj[CEMEM ECTm ,
WO TV E$INIP^V• OF -`ARA6uPH I I
'ALL NATLRIA!. UNITS CDVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM TNt AB SITE AS PAM GR
TIE1P MNLT PRICE. ,
:EPLACE PARAGRAPH 1 ITEM I W1THN
'WEN THE ENGINEER DFCEF6 -(CAVATION B FEET OR LESS BELOW SUBGRDF, UNIT CONTRACT PRICES FOP ROADWAY '
DZAVRATION AND HAUL SHALL A'PLY. IF E ORDERS DMAVATION MORE THAN B FEET BELOW BUBGNDE. THAT PART
BELOW THE 24OUT OEPTM SHALL E PAID FOR AS PROVIDED FOP IN SECTION 2-03.E131 UNSUITABLE FOUNCATICn
DZAVATION."
IEPLACE TEXT OF ITEM 3 WITHt '
'UNSUITABLE FOUNDATION E)CAVATION. PER CUBIC YARD.
BEEN THIS BID ITEM APPEARS IN THE SCHEDULE G PRICES, TOE COMPACT PRICE PEP CUBIC iARG SHALL E FULL '
COMPENSATION FOP EICAVATING, LOADING, PLACING OR DTEBRISE D10110FING O THE RATERIAL INCLDING HAUL.
WHEN NO DID ITEM FOP 'UNSUITABLE FOUNDATION EXCAVATION APPEARS IN THE EHMULE GR PRICES. BUT AN ITEM ,
FOR FOUNDATION MTERIAL CLASS A OR CLASS B APPEARS IN THE BCMEDULE OF PRICES. THE PAYEM SHALL E AS
ET FORTH IN SECTION 2-09.5.7. ,
WHEN EITHER OF THE ABOVE ITEMS 16 PROVIDED IN THE CONTRACT SUCH NORM AS RAY E ORDERED BY THE
ENSIEEP SHALL E ACCOPLISHe AS EXTRA WORK A1.1 PAYMENT WILL E RAPE AS PROVIDED IN SECTION 1-04.4,
REKACE TEXT G ITEM T WITHM '
'ALL CDM FOP EMBANKMENT COMPACTION SHALL E INCIDENTAL TO OTHER PAY ITEM6 INVOLVED.'
a-Ot HALL '
a-DA.E PAYENT IR�UCEMFM__SECTIOII
ALL C3STS FOP THE HAULlIG OF MATERIAL TO, FROM OR ON THE JOB SITE SHALL E CONCIDEFil INCIDENTAL EC AND INCLLDED
IN THE UNIT CONTRACT PPIC- E DTEP UNITS OF BORK.
2 Qb SLOPE TEATNNER ,
?-OS.E PAYEM (REPLACEMENT SECTION, ,
LLL COME FOP SLOPE TPEATMEM SHALL E COSIDEFU INCIDENTAL TC ARE INCLUDEL IN THE UNIT COMPACT PRICE O OTHER
.NITS OF WON.
2-W FEVICTUE BRGVATION ,
2-03.1 DEKR.MION IBPPLEEMAL BECT10N1
THIS EOM ALSO INCLUDES THE EXCAVATION , HAUL ARC DISPOSAL G ALL UNCUIIASLI MATERIALS BATH A6 PEAT, MUCK,
,%APY OR UNSUITABLE RATERIALS, INCLUDING BUFIED LOGS APO STEPS.
e-03.3111C REIOVAL CF UNSTABLE MBE RAMIAL LPAMIAL REPLACEMENT SECTIONI
REPLACE PARAGRAPH B WITHM
GRAVEL MC-FILL FOR FOICATION MATERIAL $HALL E CAL&I OF PAMIALLU CRUSHES RATERIAL MEITING THE 1
EOUIREEMS OF SECTIDN N-30.78 PDT GRADATION ASE. QUALITY.
1
PION IB Gupie"rtc Bpm,fuaticne ARM, 07i15,BE1 '
2-09.01110 DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REM'CEMENT SECT10N1
REPLACE THE SECOND APO THIRD PARAGRAPHS W:'HM
THE WIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SMALL INCLUDE ALL COSTS FOR LOADING ARE
HAULING THE MATERIALS.
' 2:09.4 NIFASIREIENT LMANTIAL REPLACEMENT .[CTIO"l
M'HIPAM TMENCH WIDTH FOP PAYMENT SMALL IS 1 FDUT.
' HOFIIONTAL LIMIT FOR PIPELINES LARGER THEN 42 INCHES. PIPE ARCHES ROPE THAN, SC INCHES IN SPAN, TKET„RAL PLATE
PIP(, AND P)EPPASS SHALL BE 1.5 FEE'.
' UNA LIMITS FCP FIRE. T16 BOTTOM OUTSIDE OF THE PIPE, OF THE BOTTOM OF THE REWIRED BEDCING MATERIAL W:Li SERVE
AS OE LOWER LIMIT FOP MEASUPING EXCAVATION. THE ENGINEER MY SET ANOTHER LIMIT MEN EXCAVATION MIST BE DE
BELOW WIDE.
DELETE THE LAST TWO PARAGRAPH..
2-09.5 PAYPEW IREPLACEMEN' SECTION!
WHEN THE PROPOSAL INCLUDES ANY (IF THE FOLLOWING BIC ITEMS, IRE OWNER WILL PAY AS FOLLOWE:
1. "STPLETURE EXCAVATION CLASS A.-PER CUBIC VAND.
' 2. '6TMCTUK EXCAVATION CUSS B,"PEP CUBIC YAND.
THE UNIT CONTRACT PRICE PER CUBIC YAW FOR THE 010 ITEMS LISTED ABOVE SMALL BO FULL PAT FOP ALL LAKE,
MATERIALS, TOOLS. EQUIPMENT. APO MIMING INCLUDING BOWL. IF THE ENGINEER ORDERS THE CPMRM:TOF TC
' dRAVATE MELLON THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER CUBIC LVA(O FOF 'STRUCTURE
EXCAVATION CLASS A OR B' SHALL APPLY, 60 IF (HE CDVTRACTDP EXCA\.TES OEEFE' THAN THE PLANS OF THE
NSINEEP REQUIRE,. LE OWNER WILL NOT PAT FOP MATERIAL EXCAVATED PT,1M GEL_.• THE REQUIRED ELEVATIONS.
' 1N THIS CASE. THE CONTRACTOR. AT HIS EXPENSE SMALL REPLACE SUCH W ERIAL WITH CDNCRETE OF OTHER
MATERIAL THE ENCINEEP APPROVES.
WIEN -STRUCTURE EXCAVATION CUSS B' 15 NOT INCLUDED IN THE 610 ITEMS THEN ALL EXCAVATION, ARC ALL MUL
AND DISPOSAL OF EXCESS OF UNSUITABLE MATERIALS. TOGETHER WITH ALL LABOR, TOOLS AND EOVIPNENT REQUIRED
TO EXCAVATE TG LINE AMC WAGE FOP ANY PIPE. CULVERT OR CONDUIT SMALL BE CONSIDERED INCIDENTAL TO THE
PRICE PAID FOR THAT PINE. CULVERT OR C01061T AND NO AOCI:ICML PAYMENT SHALL BE MASS.
' 5. '6MORIMG APO CRIBBING OR EXTRA EXLAVAIIOM CLASS A......' LIMP SUM.
THE LIRA SLAP CONTRACT PRICE SHALL BE FULL PAY FOP ALL LAMP, MATERIALS. TOOLS. AMC EOLIPMEN'* NEEDS TO
' BLILD, DEWATER, PLACE RIPMAP TO PREVENT SCOW. AMC REMOVE THE "HOPING. CRIBS, COFFERDAMS OR CAISSONS.
1F THE ENGINEER REQUIRES SWAIM , CRIBS. COFFEFCAWF., OR CA:SSDPS MEN THE COMPACT PROVIDES HC BIC
ITEM FOR SUCH NCRt, THE OWNER WILL PAT AS PROVIDED IRA. SECTION 1 qE.A. IF THE ENGINEER REOLIPES THE
CONTRACTOP TO WILD SNORING OR CRIBS 00 EXTRA EXCAVATION CUSS A THAT EXTENDS BELOW THE ELEVATION
SHOWN ON THE PLANS, THE OWNER W'LL PAY THE LUMP SW PRICE AW NO MORE WHEN THE EXTRA EXCAVATION OEFTH
' DOES NOT EXCEED THMEE FEET. FOR DEPTHS SWEATER THAN THREE FEE' 6'.LOW THE ELEVATION SHOWN ON THE PVHE
PAYMENT WILL WE AS PROVIDED IN SECTION 1-04.4.
S. 'GRAVEL SAEXFILLIAINDI.' PER TOM.
THE WIT CONTRACT PRICE PER TON FOR THE KIND A9 CLASS OF GRAVEL BF 7FILL USED SHALL BE FU'_L PAT FCF
ALL LABOR, MATERIAL. TOOLS, AND EGLIMENT USED.
' d[ WPe.L', SFN[`f`<Wt�onn lRa• ..%11'B',I FKA IS
-711.5 CONTINUED '
'FOAOATIN MATERIAL CLAN A OR CLASS B'. PEP TOR.
IF EXCAVATION MELON THE ELEVATION SA M1 ON THE. PLAN TO REMOVE UWABLE, OR MSASt F, OP ASL:TADLE
AMTENOAL 16 EOWMW IV THE ENGINEER TEEM ALL LAa. MATERIAL. AND EWIRENT REOLIPED TI EXCANTE,
LAID. MAUL. AID DIBPOE OF SUCH MATERIAL, AM TO 004M THE MATERIAL WITH FCUDATIOM MTEP:AL :LASL A
OR CLASS B SWL E PAID IN THE BID ITEM 'FOLMDATIN MATERIAL CLAN A OR CLASS IFISECTIO,
PEP TOM AM ION ADDITIONAL PAYMENT SMALL E RACE.
-11 TRIMMIMS AED CLUMP
_11.3 COWFLV."0M REOUIPEMEF76 LADC;TIOML SEC`3OHI
LG TC PAM4FAF- 4 !
7. MP" TREES. SNAGS, DOWN TIMER, WTUEM® 6T"S. LARGE RdXS AND SCULDER6, ANC OTNEF
IM104TLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR ONBIH6.
B. THIN TREES OR NREM AS REWIRED IV THE ENGINEEP.
A. FILL HOLES AND SMOCTM Alf) CONTOUR THE SPOIAO.
10. SHAPE THE ENDS OF CUTE AID FILLS TO FIT ADJACENT TERRAIN AWE. TO ENHANCE THE AREA-6 APPEi AHCE.
11. N ,TFMATE Al ADONED 14AD6 AND RESHAPE THE AREAS TO PLEAD NATURALLY R`TN SmIDUNE.-G6.
5-04 AMPMALT COCMFTE NVFMEYI ,
5-DA_0 PAYMENT IPM^IAL REP-PAMENT 6ECT10Mi ,
All COST FOR THE ITEM 12 CRACK 64LING, 13 TEMPORARY GTRIFSHS. 6 14 P34CVIK TOPC AM STPIPIHK. SMALL BE
-MKIDERED INCIDENTAL TO AND IKLICID IN THE UNIT CONTRACT PRICE OF OTHER LM176 O WMA.• ,
5-06 CEMENT 6ONDAETE PAVEMENT
t795.5 PAYMENT 1PAFTIAL REPLACEMENT 6ECTION1 ,
REPLACE ITEM,7 WTN, '
1. 'CEMENT CONCRETE DRIVETMY'. PEP BOIARE YARC
1.d1 OWNS
'i' A MEA6UPEPENT IACD'TIORAL SECTION' '
WD TC PARAGRAPH 21 '
YMEN THE CONTACT OOES NOT INCLUDE 'STRUCTURE EXCAVATION CLAN B' AM 'STRUCTURE EXCAVATIN CLASS B INCLUDING
NAIL' A6 A PAY ITEM ALL COSTS ASSOCIATED EITN THESE ITEMS SMALL IF INCLUDED IN OTHER CONTRACT PAY ITEMS.'
r-W CULEEMT6 ,
-02.2 MATERIAL (AGD;T70RAL SECT 30N1
ACI TC PARAGRAPH 1, '
PVC PIPE 5-05.12
POE PIPE, MI' PLAIN ON REiM CONCRETE, STEEL, OR AUMINLP +JE REFEREE' TC IN SECTION 7-02 IT SHALL ME '
vMEPSTOED TWA', FEDEREACE 16 ALSO MMF. TO PVC.
POGO 20 UPLA,+ntOL SPAC/71R000Rl (RAY 07/15i$51 ,
7A2.31liC PLACING PVC PIPE IADDITIGIAL UCTIDfl
IRA THE TIIERDH, PREPAFEC AS SPECIFIED IN fFCIIM'-0P.7(11 -WC PIPE MALL E LAID *GINNING AT THE LQEP END.
WITH THE ELL EMC UPGRADE. PEA GROWL WILL k ff' AS 114 fE01N.S MATERIAL AMC DFTEIC FROM S" ELON THE BOTTOP
IF THE ►IPE TO S' ABOVE THE TOP OF THE PI►E. EE .T IS ECEUAW TO CORECT TO A STRUCTURE WITH A MUDDED JOINT
A MIREP EAWETE CONCRETE COLLAR WILL E LOW AT THE M16T OF CONNECTION.
' 7-0B.4 NEASUREMEM [PARTIAL PEPLACENEM 5ECM1
DELETE U91 PARAGRAPH
7-02 n PAYMENT (PAPTILL REPLACEMENT SECTION
1 DELETE ITEMS 1 THROUGH GO ANC REPLACE WITHL
1. ' ' StPHW, dram PIPS No, L.F.
P. : ' r GRrrkpAt WD SUWL Arcn Pipe par L F.
3. ' A �PrrL.BWtAP ALUPInw Arcn PIRA PWr •,F,
A. "CPntr.tN CLPFA C' pWr C.Y.
S. ` • O,seww FLAnt EN.0 SWct+Pn PSI EA.
DELETE PARAGRAPHS S S 7
74E ETMWCTIPLL PLATE PIPE. PIPE A" AWN. AND UNDERPASS
7d3.4 NEASUREHENT IPAFTIAL REPLACEENT $11111H1
1 ►Wreg,"t 5, REPLACE 'SECTION 2-09.4' WITH 'SECTION 2-09,5'
7-03.5 PAYMENT IPAFTIAL PEPLACEMEMT SECTION:
DELETE ITEM 11, 12 SHE 13
REPLACE UST PARAGRAPH WITHM THE UNIT CDMPALT PRICE FOP GRAVEL BACSFILL FOP FOLWLATIONS CUSS_ A OP GLASS B
SHALL E PAID IN ACCORDANCE WITH SECTION 2-09.
7-04 fTEP SEEM
7-O4.2 MATERIALS ISUPPLEMENTAL SECTIGCh
ALZ: PVT SEWEP PIPE 9-05.12
7-04.31119 PIPE BUDIAG (SUPPLEMENTAL SECTION)
AC::
PIPE BEDDING FOP PVC SEWER PIPE SMALL CONSIST OF FU GRAVE, IT SHALL E PLACED TC A DEFTH OF E" OVER
AND S' ORDEF THE VnrPICP WALLS OF THE PIPE.
7-06 -'"I SURVEY LINE AND GMAOE IPAPTIAL REPLACEMENT SECTION:
REPLACE PARAGRAPH to WITHL
SURVEY LINE AND GLADE WIL. E PPUV'DED BY THE ENS:NEEP OF CONTRACTOR IN A NANNEF CONE:E7ENT W:TH
' ACCEPTED PRACTICES AND THESE SPECIFICATIONS.
1
6NDuwnuL 6pWC N.e Wl lenA (Mr 07/15/651 P., 21
-01 3131 BACAFILLIN6 STGM 2XJ T&-RES (PUPP EMEAIAL 6ECTIDHI i
ADD IC PARAGRAPH S.
PK PIPE 64LL BE B' AM BACKFILLSD V RM PEA GRAVEL IN ACCORDANCE KITH 7 01.30] B CR10R TC i
BAMFILLING THE REMAINDER E THE TRENCH.
'-0/.1 KEARMEM [PARTIAL R®LAIEMFNT SECTION] i
REPLACE PARAGRAPH 1 VITMI
EXCAVATION OF THE SIOM SEVEN TRENCH WILL E MEASURED ' TUETUIE EXCAVATION CLASS B OR CTRUCTCFE '
EXCAVATION CLASS B INCLUDING FALL. AS GRECIFIED IN SEC,_JN ` 06.
-QI B PAYIEAR [PARTIAL REPLACEMENT FECTIONI
)ELETE I7916 T THOUGH S AIL REPLACE WITH:
_. Stcn *~ pip*. P., L.F.
CRrKrMtA CLOD C, P'r C.Y. '
OWN NO BID ITEM 'GRAVEL BACKFILL FOP PIPE BEDDIW IS INCLIVIC IN THE SCHEDULE IF PRICES, PIPE BEDDING AS SHORN
:N THE STAEOAFL PLANS SMLL E CONSIDERED INCIDENTAL Tr THE PIPE AMC NO ADDITIONAL PAYMENT SHALL E WE. i
REPLACE PARAGRAPH 3 WITH:
TESTING JF STORM ONE PIPE IF REGUIREC BY THE ENGINEER SMLL E CONSIDERED INCIDENTAL TO AND INCLUDED IN THE i
ACT CONTRACT PRICES FOR OTHEP ITEMS.
7-0 MANOUE6, SAUTE 1EETS. DROP INLETS, AND CATCH BABLS i
7-01 7L11 ADJUSTING NAN CLE AW CATCH MS'MS TO GALE I6IPPLEMEMAL SlaUtI
ADO, i
Z UPA'EZ MEET51 MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO E SURFACED WITH CRUSHED
ROCK OP GAVEL SMALL E CONSTRICTED TO A POINT APPKI3MTELY EIGHT INLETS ELON THE RMSADE AND '
COVERED WITH A TVPOFAW WED COVER. EXISTING MAMMUES SMALL E CUT OFF AND CC---RED IN A 610ILAP
MANEP, THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE 60 THAT THEY MAY E EASILY FOUND UPON
COMPLETION OF THE STREET VORt, i
AFTER PLACING THE GAVEL OR CRUSHED STONE SURFACING. THE MANACLES AND MANHOLE CASTINGS SHALL E
CONSTRUCTED TO THE FINISHED SfWOE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MANHOLES
TO OWE SHALL CENTER ABOUT THE MANHOLE AND E HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION i
G P.'E RANKLE ADJUFIMENT, THE VOIC AROUND THE MANHOLE SHALL E SACKFILLED SMITH HATEPIALE WICH RESULT
IN THE SECTION EL.UIREO ON THE TYPICAL ROAC MY SECTION. AM E THOROUGHLY COMPACTED, FHEE
BITUMINOUS SURFACE TEATIETT 16 TO E FMACED, THE MANHOLE CASTING: SHALL E INGIALLED FROM 1/6 INCH TO i
rid INCH LAGER THAN THE ROADMV SURFACE, AP THE ENGINEER MAY DIRECT.
L CEMENT COKPLT-uff.gE MANOLE6. CATCH BASINS AND SIMILAR STRUCTURES SMALL E CONSTRUCTED AND
ADJUSTED 1% THE SAME HANfP AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SMLL E RACE AID CAST i
IRON FRAME BE BET .FYER FORMS HAVE BEEN FIACED AMC CHECKED. IN ^.ING THE CONCRETE PAVEMEK*, EXTREME
CAE SHALL E TAAEN NO IC ALTER THE POSITION OF THE CASTING IN At MAY.
IN WhP LT CONCRETE PAVEMENT MANOLES SMALL NOT E ADJUSTED UNTIL THE PAVEMENT 16 COMPLETED, AT INCH i
TIME THE CENTER OF EACH RANKLE SHALL E CAREFULLY RELOCATED FROM RGERENEEE PREVIOUSLY ESTABLISHED BV
THE CONTRACTOR, THE PAVEMENT MALL N. CUT IN A RESTRICTED AREA AND ME MATERIAL E P34DVED TC PERMIT t
REMOVAL OF THE COVER. THE RANKLE SMALL TEN E BROUGHT TO PROPER DACE UTILIZING THE CAME METHODS O
CONSTRUCTION AS FOP THE RANKLE ITSELF,
i
-AGM 22 SuPtam"sk Spa:HTIRRt1RNA (NY 07/1S/B°' i
CAG 090-85 Sewer Project S-384, 385, 386 2 of 2
8'' Sewer Main Installation 1985 CBD Sewer System Rehab,
Bid Proposal & Specifications
' 7-06.3111 CONTINU®
THE CAST IRON FRAME SMALL E PLACED ON THE CONCRETE BLOR6 AM WEDGED UP TO THE DESIMM EWE. THE
' ASPHALT CONCRETE PAVEMENT SMALL SE CUT AM REMOVED TO A MEAT CIMCLE, THE DIAMETER O WHICH SMALL E
[OWL TO THE ONSIDE DIAMETER OF THE CAST TRIP, FRAME PUS TWO FEET. THE RASE MATERIALS AM CPUSN6
RM SMALL E ROIOVED AM CLASS 9I5/4I CONCRETE SMALL WE PLACED SO THAT THE ENTIRE VOLUME OF THE
DCAVAti OI IS REPLACED UP TO WITHIN OUT MOT TO EXCEED 1 1/2 INCHES OF THE FINISHED PAVEMENT SURFACE.
ON THE FOLLOWING DAY THE CONCRETE , THE EDGE G THE ASPHALT CONCRETE PAYMENT, AM THE OUTER ®GE OF
TM CASTING SHALL WE PAINTED WITH EIDT ASPHALT CEMENT. ASPHALT CONCRETE SHALL THEN E PLACED AM
CONTACTED WITH MAMA TAPERS AM A PATCHING ROLLER. ASPHALT WNCAFTE WILL WE PAID POP AS " A,`HALT
' COMPETE PAVEMENT, CUSS S INCLUDING PAVING ASPHALT PER TOM'. THE COMPLETE PATCH SMALL PATCH THE
EXISTING PAYED SURFACE FOR TEXTURE. DENSITY, AM UNIFORMITY OF DAVIS. THE JOINT ETWEEM THE PATCH AM
THE EXISTING PAVEMENT SHALL THEM BE CAREFULLY PAINTED WITH HCT ASPHALT CEMENT OR ASPHALT EKLSION AM
SMALL E IMMEDIATELY COVERED WITH DRY PAVING SAW BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE %WIDE
THACAI OF THE PANMLF SMALL E THMIDUGILY MORTARED AM MASTERED.
ADJUSTMENT OF 114LET6 THE FINAL AUGMENT AM GRACE G CAST IRON FRARE6 FOP MEW AM DID .MLE,6 TO E
ADJUSTEC TO GRADE WILL E ESTABLISHED FROM THE FORK OF ADJACENT PAVEMENT SURFACES. THE FINAL
ADJUSTMENT OF THE TOP CF THE INLET WILL E PEROIMEC :M SIM:'AP MANMP TO THE ASOVE FOP MANHOLES. ON
ASPHALT CONCRETE PAVING VFOJWTS USING CURB AM GMEA SECTION. THAT PORTION OF THE. CAST INCH FRAME
1 NOT k%=DEL IN THE GUTTER SECTION SMALL E GOUDLM EMEDLEC IN CONCRETE ALM. THE CONCAVE SMALL
EMEND A MINIMUM OF SIX INCHES BEYOND THE EDR Of THE CASTING AM FALL E LEFT 1 1/2 INCHES BELOW THE
TOP OF THE FRAME 60 THAT THE FARING COARSE O ASPHALT CONCRETE PAVEMENT WILL S1TT THE CAST IRO.
FRAME. THE EXISTING CONCRETE PAVEMENT AM EDGE OF THE CASTING SMALL E PAINTED WITH HOT ASPHALT
' CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SMALL IFCONSTRUCTED IN TIE SAME MANNER AM OF THE SAME
L A MATERIAS THAT REQUIRED FOP NEW INLETS. THE INSIDE OF THE INLETS SMALL BE MONTANE AM PLASTERED.
MONII4EHT6 AM CAST INCH FRAME AM WYER MONUMENTS AM MONUMENT CASTINGG SHALL E ADJUSTED TC GRACE IN
THE SAME MARRED AS FOR MANHOLES.
' VALVE BUI CA6TIM6 ADJUSTMENTS O VALVE BO( CASTINGS SMALL E MADE I% THE SAME MANMP AS FOR MANMLE6.
7-05.a MEASUREMENT [PARTIAL REPLACEMENT SECTION)
REPLACE PAMAGRAPH 1 ►IT".
MANHOLES AM CATCH OASIM WILL E MEASURED PER EACH FOR THE FIRST TO AS MEASURH FROM FINISMEf RIM
ELEVATION. ALL DEPTH GREATER THAN 10' WILL E PAID AS DfPA OEPTH PANMUES _', OF EXTRA DEPTH CATCH
' SEEMS. TYPE _,_'U PER VERTICAL FOOT .
REPLACE PARAGRAPH AI WITHI
STRUCTURE EXCAVATION CLASS B AM STRUCTL.AE EXCAVATION CUSS B, INCLUDING MAUL WILL E MEASURED AS
SPECIFIED IN SECTION 2-06.
7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 1 THROUGH 10 AM REPLACE WITHI
1. •StanVare MerhoLo_ , Par VOLN
t 2. "EAtre Depth Mnhete.__ ". Per Y.F.
D. "Catch Begin Type_., ". per each
a. "Catch Bes,n Type_,..,_ erthout el. h, per aach
5. "Extra Depth Catch Sesln_", per V.F.
' S. •Adluet Morm Ue", per each
7. baJugt Catch Ses,n•, per e=I
B. •Must Vetves', Per each
' B. "AClust MenuMe.tY. Per own
DELETE PAAAGPAPH A
' Wplewr U, 60K1fiNt10PA (Pg. 07/15/851 P", 23
'aW PIPE AND FITiIMi PON GRIM KUM
-9N.C._LNj2NlAI .IPAJ I/y PffO EMEN1 SECT I0N1
IEPLACt PARALSAPH 1 WITH, '
MATERIALS SMALL PE17 THE HEOUIRIHENTS OF THE FOLLONOH; SEC11ONE,
Plot 9-30.1
ONct1Lt Iron PIPF 5-80.1A
Fitting FSO.S
Ouctl Lt iron Pipe 9-30.2A
Pestle FILM WrtF 9-30.6
TI«tr Top* 2-50.9
-10 TIMM TFG. IMINS. AID SAMILL FOR WATER IW&
,G.;WlA F)cTM F%GVATIOh IPARi lAI REPLACEMENT BECjj,Qf-il '
lEPLACE PARAGRAPH A WITH,
FEASUEPEM OF "NAG ALP GRAVEL FOR TENCH SACIFILL' WILL SE m THE TON,
'-1p 51D21 N MAL AID REPLACEMENT 6 VIM UVATIOM IPAIEI IAL RGRLACEMENT SER IDMI - DELETE
'-10 51CS1 IBDVAL AID MPLACEIRIM7, OF UNSUITABLEMAiEP1AL IP.` 1 IE IALEMENT 0.RIG,1
REPLACE PARAGRAPH I WITH ,
PAYMENT FOR 'REMOVAL AN REPLACEMENT OF UNSUITABLE MATERIAL' WILL SE CONSIDERED INCIDENTAL TO OTHER SIC
ITEM AND ID FURTHER COMPENSATION WILL SE MADE. '
-1' 610A1 SAW RIP WAVEL FOP IRLICN RACAFILL IP MjI ,WLACEHENT SECTIONI
PEPtAUE PARAGRAPH 1 WITH,
PATENT WILL & MADE AT THE UNIT CONTRACT PRICE PEP TON FOP •SUD ALIN GRAVEL FUF TMEFCH SACMFILL' MACH
PRICE SMALL E FULL COMPENSATION FOP ENCAVATING, FLPNI6HINC, /MULIPG, PLACING AND C(MPACTIM6 THE MATERIAL 1N
TIE TRENCH. ALSO INGUDIC IN THE UNIT COHTFAFT PRICE 15 THE WASTING OF EXCESS AND UIUSABLF MATERIAL t
DE.AVATEC FROM THE TIENIIN.
?-10.61051 PULSATION MTE lAL Imu IT10MAL mucic
-AYME.NT WILL E WE AT THE UNIT GUWRACT PRICE PEN TON FOR •FOLIDATION MATERIAL- WHICH PRICE SMALL BE FULL
DOWENSATION WP DIUMITIN'G AND DISPOSING OF THE U6UITABLE MATERIAL AND P®LA'ING WITH TH, APPROPPIATE
`OLSDATION MATERIAL PEP ECTION 6-30.70(1)
7-T1 PIPE IISTALLA"M FOR EATIA MIS '
L_1].i14Eik!'l TIONI
THE POLYRN'FFI EMDASFNENT SMALL ALSO At INSTALLED M ALL AWURTFMNCEG, SIGH AS PIPE LArERALE. C0IPLINIS,
;ITTINGE, AND VALVES. IN ACMICANCE WITH SECTION 4-5 OF ANSI 51,5 OR ANNA C1D5,
,-11AIO61A CONNECT1016 TO R1E7IMS MIME, IpArIAL REPLACEMENT SECTIpNJ
400 TC &GINNING OF PAMGRAPH 2,
CITY FORCES WILL MAKE All CONNECTIUN6 TO DIS71N6 MAINS. THE CONTRACTOR Will PROVIDE AU PART6 AM & t
E9gNE1BLE FOP OXAVATING AND SALWILLING THE TRENCH,
PRO, 14 siople to Mtl $p«iIf<t[Nom 1Rt, C- 11%. 61 '
zvainvlA.COWIN
IF FOR WHATEVER REASON THE ENGINEER UF.CIDE6 THAJ CITY FOICE$ WILL LCl MBE THE CONNECTIfM TO THE ENIFTING MSN
THE T3H4IRACTOA WILL WE THE L: "tCTION UNDER THE SUPEPVISICN OF THE ENGINEER AMD PROCEED AS FOLLLKH
Own PAMORAPH 7
' F_11 31111 Pn�gnl PIESStI 'm IREPLACERMT 6EnlONI
ALL MATEP MAINS AMC APPUPTLWNCES "It IS TESTED UDEP A WV CSTATIC PRESSURE EOIAL TO ISO PSI IN sun 6
' THAT IIMDER WHICH IMP WILL Oft MATE. 1N NC GAGE 6HALL THE TEST PPESSUNt IS LESS THAN SOO M- ALL PUGS,
GAUGES, PLUGS. SADOLLS, CCW MTIOM STOPS, MISCELLANEOUS NOSE AMC PIP1144. AND OTHER fBUIFMENT WNESGAMT FOP
fEW*WIMG THE JESI ShALL SE FURNIS"M AMC OPEMIM SY THE CONTRACTOR. THE PIPELINE TREND' $$MAIL ■ GACKFILLID
SUFFICIENTLY TO POEVENT HOVERWT OF THE PIPE UDEP PRL66UR. ALL 7HPUST SLC.3:6 SHALL RE IN PUCE AID
SUFFICIENTLY COW TC MEACH DESIGN 6TWNGI� BEFORE 7E67IN6. WHEME PEmNKEWT WLOC3:IWG 16 PDT ROLIPED, THE
CONTIMCTOR SMALL FUMISN AU IKTALL 790"PARY BLOCF.INC AMC REMOVE IT AFT" TES11N6.
t TWO MAINS SMALL RE FILLAD WIT"IATSP AM ALLUM TO STAND HHMCEA PWUS"E FOR A MINIMUR O 0A HOURE TL ALLOW THE
ESCAPE SF AIR AWOP ALLOW TIE LINING OF THE PIPS 10 AMC'* MTEP. I,E OWNER WILL FURNISH THE MTEP NECESSARY
TO FILL THE PIRELIMS POP TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT GWNTITIES OF WYEA AR AWL
USLI
' FOR NONMAI SYSTEM fI1EMi1OW.
ALLOMAILL LLA&AGE PEP 1000 Ft ff PIPLINV - fH
t "DOID&L P A OH rter - lmH.6
5 B 10 12 16 ID 14
A P 450 0.95 1.I7 1'50 1.91 0.55 3.IB 7.8I
V T R 400 O.BD 1.I0 1.50 1.90 I.40 3.00 3.60
E E E P 310 0,44 1,1P 1,41 1.GS I.IS LM
R 6 6 6 E75 0.15 1.00 1.24 1.46 1.99 R." LFN
A T S I I50 0.71 0.45 1.15 1.4E 1.90 2.37 I.Bb
6 U ITS 0.66 0.00 1.13 1.35 1.60 I." RW
E P I00 0.64 O.BS 1.06 1 IB 1.10 2.12 5.55
F
*IF THE PIPELINE USER TESL CONTAINS SECTIONS OF VAR10U OIAMETN6, THE ALLOWABLE LEAKAGE
WILL BE THE $UR OF 1R COMPLTW LEAKAGE FOP EACH SIZE. CA FOF THOSE DlUEISA6 OF PRESSURES
1007 LISTS Pr THE FDRULA STATE' 1N SECTION )4.I,11 OF THE STAHDAMD SPECIFIGIIOME.
GAUGES USE IN THE TEST MY SE ROARS` TC WE CERIIFIM FOP ACCUIMCY AT A LABOMTCKY UY TIE OMEP.
A VISILLE LEAKAGE DETECTED SHALL WE COWFCTED M THE CONTRACTOR TO THE SATISFACTION OF THE OMNEF RGAICLSSS OF
THE ALLOWBLE LEAKAGE WK Flo ABOVE. 61GILD THE TEST SECTION FAIL 10 MEET THE PRESSURE TE61 6UCCE6BFULLY AS
iECIF1E, THE ODNTMCIOR SHALL, Al HIS OWN WILKE, LOCATE AMC RPA1P 1HE DEFECTS ARP THEN RETEST iM PIPELINE.
' ALL TESTS SMALL SF NADE WITH THE HN'DMNT AUILIAM GATE VALVES OPEN AMC PRSSUVE AGAIIST THE HVCMHT VALVE.
AFTEF THE TEST HAS BEEN COMPLETE', EACH GATE VALVE SMALL BE TESTED M CLOSINC EACH IN TURN AND FELIEVI"L THE
PR666URE BEYCW. THIS JEST U THE GATE WLVE RILL M ACCEPTABLE IF THERE IB NC 1RNE IAIt LOSE O PRSSLPL ON
THE GAUGE MEN THE PRESSURE COW$ AGAIN61 THE VALVE SING CHECKED, THE CONTRACTOR SMALL VEEP. TMT THE
' PPEGSUPE GIFFERNTIAL ACROSS IVA VALVE DOES EDT WCE@ THE PATEL MOWING PRESSURE SF THE WAVE.
SECTIONS TC SF TE61E SHALL NORMALLY IS LIMIT® TO 1,50C FEW M,
. THE OLN MY REOU1RE
'"Al
THE FIFST PECTIOM SF
' PIPE, TIT LLSE THAN 1,OCD FEET IN LENGTH, IKTALLE MY EACH OF THE WhIPACTOP'6 CKWE, BE TESTED SN CMCEF TO
QUALIFY THE CREW AND,ON THE MATERIAL. PIPE LAYING SMALL NOT ME CONTIMIE WK THAN AH ADDITIONAL 4,DDC FEEL
UNTIL THE FIRT SECTSDN $HALL HAVE EEN TESTED SUCCESSFULLY.
1
6YDI4rCbi 6PWc�Trt4NAnP Ih. 07l16l W51 h`H 25
-11.Bf1 tl
'",OR TD GALLING OM M OWNER TO WITNESS TIE PREGROI TEST. THE CONTRACTOR ROLL HAVE ALL EOUIPOW SET ]p
ORPLSTELY READY FDA OPERATION AND SMALL HAVE SUCCESSFULLY REREDOS TIE TEDT TO ABOM TINT M PIPE it IN A ATISFACTOR CONDITION. ,
BCE APPLHINS THE iK11 LED TEST NAESSUP1. AIR BALL ■ WELLED COPLETELV FREE, M POE. VALVES ARM
4M AT SUCH T, IFP6GMENi AIR YENTAS AE RUT LDGTE AT ALL NIGH PoEEWM. TAG IG ITNROA SHALL INSTALL CONPORATIDN
"OA-0CK6 A PpiNTi ED THAt M A1P CM R ERPpLED AS M LIE IS FILLED WITH ENTEN. ARTS ALL M AIR WAG EEN DpELLEO. TM COOPERATION COOKS BALL IS CLAIM ARM TE TEST PNE68Wf APPLI®. AT M CORCLUESW OF TE"ARM TWIT. THE COWORATIW COC96 &HALL K BCCM ARM PIUGEC.
'E TEST &HALL E ACCOIPI16ME BY PU WING THE RAIN Up THE EOUIRELAINUsoB PRESNI4R STOP TE PEBp HOOP A RINIMIp OF /I ''ANUSES V TO A 11TEXT, O M TION ESE yWTW EY M DRIER. AIM THEN PUP TE RAIN Up To TE TEST PESSUPE.EFTA. OWNS M TEST. TE BFCTIW E!RS TASKED.ORAIER SHALL E CIWIFRVe TO DFYM ANY VS:ISUE LEAKAGE. A CLEAN
R UE® F '
OP EMIOiRS WATER FOR PoNAIkG OP PESUE ON THE NMIN FINS TESTED. THIS MAREEV IN A
BALL R STWIILIEED ET M ADDITION OFCEOPIE TO A CORCERTRATIW IF So NVL.
If
THIS EIANTITV O WINK EGIIRIC TO PWOE THE INITIAL HYDROSTATIC PESGLRE SHALL E ACCURATELY DETEPNINED r 1:ITEP 11 PWI46 FIRM AM OPEN CONTAINER O SUITABLE SIZE WO• THAT ACCURATE VCLLME IEASUIKeS LAN BE NK�E F,
INS OWNER ON. f1 By PLW106 TMOUW A P06171YE OISPLACEENT WATER ESTER WITH A BEEF Hw.T IANC REGISTERING 000
GALLON PEP EVOLURIBM. M METER BELL R APPIOVEo SY THE OWWp. ,
VaEDTNILITV OF M TWIT WILL IS DETEPMINK ETA TRIO FACTORS. AS FOLLOWS,
t, THE EMNTITY OF WATEP LOST FAW THE NMI% SHALL MOT &CEK THE MINOR O GALLONS PEP M" AS UM IN THE
FOLLCNIE TARE.
THE Low 10 PESGRE POLL Mm EMCEED 1 PG! PEP MINUTE DOING THE TEST Pular. '
�-11-ii lF'__DKMLD0.WATIW 1 NT
DECHLORi MT)ON O ALL WATER USK FOR 016INFKTION SHALL E AQLJWUSW 1N ACCORDANCE WITH THE CUTS STAEMAR GETA/U INCLUDED 1N THIS OOCAS Y. WATER CONIAIMING OEIOPlE EfID1 ALS SHALL NUT E DIGPOSK INTO THE STOOP.:MM1ME SYSTEM W ANY WATERWAY.
'-11,21111 CONCRETE TEAL ILDCXINC IREPLACENEW RCTIDNI
PPOVEDE CONCRETE BLOCUNC AT ALL FITTIACA AND HORIZONTAL OF VWICAL AMCLE POINTS. CoAFORP TC THE STAWAR ,:1ETAIL FOP RERAL BLOCKING HEREIN AID THE APWA STAEDAED DETAILS FGF VERTICAL BLOCKS, ALL FITTINGS TC EJ
AL2P.K SMALL R WRAPPIC WITH tPIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL E PROPERLY FCRPEI V:T--LYpED OR OTHER ACCEPTABLE Fop12NG MATERIALS AND SMALL RUT K POURED AROUND JOINTS. THE FORM GMLL R 'il7 RIPPED PRIOR TO RAWILUNG. 6HACFLE b " ERENE EOUIRED, SNAIL E INSTALLED WITH Tie IRE O 6HAQL[ Wm
ALL BM ED CKLE R & SHALL BESLIVANIIED DR COTS) WITH YWD CWT6 OFA®IMLT VARNISH.
F-If VALVES FOR WATER RAZE ,
'-12.2 MATE ' 'S tSi"UffXAL Au10H1 '
MEWS SMALL E DESIGNED FOP A 0101 M WATER OPERATING PRES6UNE O p00 PSI, GATE VALVES SHALL BE low L16T 1,4ELLER MWAHY EA). A-p3K, •KSFIC RATIS, U.&. METRO'OUTµ, KENNKY, W N i H. ,
APPROVAL OF VALVES OTHER THAN NODELS UPECIFIED GMLL R DSTAINW FRIW TV BID OPENING,
t
PpF PB ,
6%DLMP41 EPNN1FluliPnA IFS C"` F:
7-11.1 WINCED
ALI GATt VALVES U66 TMN 12' IN DIAPITlR SMLL IMLIDE AN 6' • 24' CAST 3000, GALE VALVE UP ARE D7 MFSIONS. M
NEWIRM. ALL 12' CIAPFTFA ARE LAFEF GATE VALVES 6MLL It INSTALLED IN A VAAILT. SEE SLIER SKIM DkTA:L FOP
IR' GATE VALVE ASSENSLI VAULT AM 1' BYPASS INSTALLATION.
7-14 REMNANTS
7-14.31011 SETTING MFOMNTS IACC"IIOML SECTION;
M— NTS SMALL IS INSTALLED IA ACCORDANCE WSTN ARGA SPECIFICATIONS ORO-77. SECTIONS 3.7 Mp 3.0.1 AM TH MTIR
STANDARD DETAILS. MFDMNT AM MWM FOISTS 614ALL 6E PRINTED IN ACCORDANCE 011H Tit RATER BANTAM DETAIL. UOP
' COMPLETION OF IRS PAMISCT, ALL 1116 HDMNTS SNAIL BE PAINIE IC TFE CIA GA SENIOR SPECIFICATIONS AM "it
POSTS MINTED WHITE. FIFE MFDRAFRS SHALL E OF SUDS LfN6'TN AS TO WE SUITABLE FOR INSTALLATION NOT" tolO T10"
TD I". S' R.m 10- F.PING IN TPEMMES ] - 1/2 FEET DEEP UNLESS OTHIMISE SPECIF1®. THE WOMNT SMLL BE
DESIGNED FOR A 6-1/2 FOCI MUNIAL VWFK II' AM LARGER PIPE 16 GROW UNLESS OMMWISE NOTED ON AE ►UM,
' 1-14,21023 HCAMT COMECTIDIS IAODIT1011F.L SECTIONI
' FINE HYDRANT ASSEMIL1 SMALL INCLUDE G.I. TEE NMI X FLI. 6' GATE VALVE NFL N Nil. 6' C.I. SPOOL iP! X PEI S'
W.V.O. FIRE HVORAKT IN. COMECTIDN). 6' . 24' CAST INN VALVE PA. AM ]/a SRAM SNACILF AM WITH ACCESSORIES AM
TIC COMPETE SAE POETS. PRINT PIAMLI NODS AS SPECIFlE IF SECTION 74.2.13.
1-1 a.]1C]1 ItEEA ENO IXi6TING MYCtLY/TE (PARTIAL REPLACEMENT SECIIJNl
REPLACE PARA6f APH 2 6I TMI
t THE RETIRED OF MRNESSIN6 IRE HCRANT PULL K DETERMINED B THE CONDITIONS FOLD IV INS
FIELD AM SMALL 6E IELMGKLED AM REBLODKRD AS DIRECTED B THE ENGINEER.
' L141.1101 MFOMNT ASSENSLY IPfPUNENTAL SECTICNI
THE UNIT CONTRACT PRICE PER GUN top'NVOMNT AAB MIEN COMPUTE' SMALL BE TIE GAVE AE 'HDAMT ASSEMBLY" INCEPT
TN11I To* S-INN DUCTILE IMN PIPE COMMING THE "MRANT TO THE MIN SMALL N IMLLL1® IN INS UNIT CONTRACT
PRi[! fop 'HOMNT AESEPBLI COMPUTE'.
7-14.51021 PESEAIM 0 NTS E6IYPLENEMAl --CTIDNI
BLOCKING SMALL ALSC BE IMLLOE AS AN INIOENTAL ITEM TO -REAMING EXISTINS MAARA 16'.
7-14.11031 LAVING EYI6TIN NTDMSTS ISIPPLERF.NTAL ffCTIONI
' GLOCKIN6 SHALL ALSO BE IMLLDM AS AN INLMMAL ITEM It 'ROVING EXISTING M`CRAN76"
T-1S MILgOF DBIB[RIOt
' 7-IS.] CONSTIWCTSOh DFTAlIb IREPLALERLH 6EC110N1
REPLACE let CENTIME PARAGFAP" S W:TNI
PIPE NATEPIALE USED TC IXTEIC 00 NEPUCE DISTING WATEP SEPYICE LINES SMALL BE COMA,
GALVMIIE 00 DUCTILE INN PIPE.
6EMICE LENS CONNSCTION TO THE NEW MAIN WILL CONFORP TC THE BANTAM PLANE OF THE CIA OF MENTOR BOUC R[NIN AS
t APPLE CAI E. TNk ENSINSEP WILL IMIGT! INS LOCATION fOIP THE TAPS OF THE NEW FAIR FOP GAD" SERVICE TO WE
COINt LCTE.
S.F.AMnt" SF t<'�'TttYCnI IhI O]Jtb6S1 PNSt 2T
'-EE.E m11TIM� ,
THE MAITHACTOR Wlll DIRECT TAP MAIN FDA Le• EPVICE,1/7" SERVICES. THE CONTRACTOR WILL LS[ COPPER TWINS, TYPE A. EDFT FOR
TVAE 11 COMMY30M TO GHISTINFJ COPPER SERVICES WIFL E MADE WITH FLARE TVPE, THSEE PAR, UNION COWUNFS. '
TIME III METE EXISTING SAL%kIM SERVICES EX167, THEY GALL E REPLAC® "In A NEW COPIER FIRE SEpVICE TC 1NR
'AWEPTY LIME. IMMRS SHALL E LOCATED IN PLANTER STRIP BETWEEN SIDFMLA AND CUM).
ryR 1111 WERE FUTURE STUD SEPVILES SHALL E INGIAL1H THEY SMALL E INSTALLED AS AWK. TO THE PPOPEPTY UAT
SIT" A METED SBM ILESS D,e METER), A SOLID CORE THIEADED WAGER THE LENGTH OF A METER SHALL E INSTALLED IN
%ACT OF THE METER.
'-17 EAMIYAMV '
_1�lATlN AL (PMTj�.,��YEIR SECTION] ,
IN PAMAIMH 1 OE.FTkf A 0 6 CAiVBITE, A6ESTJIS WOOED CORRUGATED ' EEL
'N PAIVORAP" A DELETE, A D 6 COMPOSITE SPEF PIPE 9-OS.14 t
J-77.SIU1 TtLVl �BM '7WPEC1IOR 1CIPPLFNSNTAL LECTIORI
DICE THE TELEVISION ItMgTION HIS SEEN COWLETTO T". CONTRACTOR SHALL SUBMIT TO THE ENSINEEP iw WRITTEN
REPoRT6 OF THE IIWEi TION PITS THE VIDED TAPES. SAID V'GEC TAPES ARE TO E IBM CDLOR ANC.COMPATIRLE WITH TNk
"n'S VIEWING AID RECOICING STETIk6.THE CITY PETER ACCEPTS 1/2• )TOE HIGH DENSITY VHS TAPES. THE TAPES WILL E '
" AT 6rANCIAi WEED SP U b'IR I.P.S.).
122-A MEA6URE1EN1 IWmlll RPP ACEMENT SEC'14Ni
REPLACE PARAGRAPH A WITNt
E%GWIIDM G THE EVEN THE C�' WILL E MEASURED THE SAME AS SIRCTIq DrAVATION CLASS F AS
SPECIFIED IN SECTION P-OC '
17.O PArNSN,I1 AARTI_,E� RkPLACEMEf ECT17M1
REPLACE ITEM 1 THROUGH 6 PARACAWH 1 WITH.
1. _FMtut 96-1 Pipe", PNr Llneal Foot
P. • 4 •_tqa" Par twv
S. •T.V. Impact Hon" Aar W,P SNR '
AFPLACE PARAGRAPH P WITH,
THE UNIT CONTRACT PRICE PEP UNGAR FOOT FOP EVEN FIAT OF THE R1,C AM SIZE WECIPIW "LI '
E FULL COPENSATION FOIL FSp1SHIMG, HAULING AND ASS&9LIMG 1M PLACE THE COMPLETE)
INSTALLATION INCLUDING ALL SPECIAL FITTINGS, JOINT MATERIALS. TESTING REF SECTION 7-17.3Ie1
AID ADASTIENI OF INVENTS TO MANHOLES FDA THE COMPLETION OF THE INSTALLATION TO THE ,
REQUIRED UNES AMC GORES.
JELE% PAAAGRAPHF D 0w A
1
Pie WS ,
dplaaarNl Sps/Tf gtfana IAr C'/1 b0."i
FOA :1R15{.SYITMi VILLMVS AID MEETS
[f-OA.]111 f(KhT LOIIR[Tj_,OUNS. SLRTEN6 AAD SP1LLgYE lPAE11Fl�,uCFIrFM ilGTjcy1
IIlPLACE 0AMGRAPN i WITH,
CEMfM COKLIETI CURB, CUB AIO CIMM CUTTER AND SPILLTIAI STALL OE CONS PLCTID NIT"AIR EMMlt"
' COIORETE CIAO S MaKIFII, ON TIE MA,10AM PLANS AM CDMFOMIMC TO THE R10006KNT6 IF MUM B-DC,
IN►ARAw1wH S, LAST SSPItEAEE DUNTI) "CUSS B"
C-07 PPSCNT TRAFFIC CIM AND KM TRIMFIC CON
1-17.1 DESCRIPTION :REPLACEMEM Luj0NI
THE CONTMCTOP S Alt FWH.1SIi A10 INSTALL PRMC ST TRAFFIC CUPS APO KOCN TPAFFIC CUM OF THE DEFIGN APE TIPL
NW IFIOD IA T'( PLANS. 'hf CUF $ILL E INSTALL® I% ACtOOLAKE SIT% THESE SPKIFIUIICNS AND PU THE CITY OF
' AEMDN ETANOAP PLANS AT THE LOCATIDNS INDICATED 1N THE PUhS OR AS 91%ECTOP .. THE MIFEER.
1&7.8 PAYMEN p Cuff r-EKTI I
' PATIENT SMALL K NFOE P THE FOLLMING1
0) •PrKatt Traffic Curt, Typo A" per it,, ft.
' If) "Procost irafrit Curt, TNO I' par t'n, ft.
I31 "Stot% Traffic Cum. Typo A" per Lin. ft,
Lai -Slat& Tralfit Curt, Trpo C" per Lin, ft.
' #�K PLASTIC nwric ■R71N1
"8.1 OEKeIFT10% 1PFPU�,EjM SECTICh�
THE CDMRACTOp SMALL FURNISH ANC INSTALL MOTE OR Ic'LO$PLASTIC TRAFFIC SCTTOK: $HERE tM" ON THE PLANE, OR
WHERE OlpfcltD P THE ENGINEER,
"S D MATERIAL&,ISLpeLENINfAL BECT)ON1
THE PLAS71C TMFFIC 8MOW SMALL CCWONM TC APPLICASLf fXVISIOM OF SECTIONG "I are 5-50.
"G.3 CO—c"cTlON_j)(M,PEMIE I¢,upPLENENTAL SEtTI0F1
' THE PIASTIL TRAFFIC KrMOE SM,L SE ATTACH® TC THE PAVFNENI NY ONE IF THE FOLLONIM,
1. Ptetin5 Tot& Coot of Pot Paring AApnott on Paro$art Surfoas orW rimty pressing the ootton onto it.
F. Ploc'n5 "Moi Va lope.%] on porotarl ourrott am praasto; the button onto it.
8-0B•A MNEUPFIKM IRLOUCE14ENT SKT:ONI
' NEASUREPENT %ILL K BI THE U%II, COW LE It I% PUCE.
B-08.8 Ebv r �:[LLRFPUCEMFM BECT)ON.`
' PAVPENT SHALL K P THE F^LLORIKI
' NI -TO- plastic Troffit Sutton, cotah par aa.
1
FAFLtrrt%( SpociMItront 1Nar O7118/53) Fa$a FS
AMR VAKW
3�.A MWBB�FN1 111APLAftMEM BELT 10M1
HEASUENENT WILL BE LAME NAIEEP, TYPE 1 and TYPE 11 P THE UNIT COPPUETE 1M PUCE.
90.E PATIENT IRSPLACENENT BECT10N1 '
+AYPEM 6HALL BE P THE FOLLOWING,
11 `A- LANE LIME PARKER, TYPE 1. Unite `"r ENMH
PI "A" LAM LIE MAKER, TYPE 1I. COLOR[ i" PFr EACH
3 1B NOUEM CAGES '
gt ,3 WNETPUCTIDN ENEME [PARTIAL PF➢LACEMEM SEC71ON
REPLACE PARAGRAPH A
THE MOPlUPW WILL BE FURNISHED MC GET P THE CONTRACTOR HOER THE DIAECT SPEPVISIOM OF THE CITIES SURVEYOR. '
8-13.B PAYMENT [SUPPLEMENTAL 6ECTIDhl
THE MO"M WILL ALSO E EWPL31D ANC PLACED AS PART OF •NO WENT CASE AND DDVEP' AND ALL WORK IN CUVPLTING ,
.AID MONUNLM $HALL E CONSIDERED INCIDENTAL TO THIS ITEM.
"4 CB[WI CONCRETE SIUEEALAS ,
R7.0 P IATERiALS 1PAR11AL IH'UCEMEM j�jj ,
DILUTE PARAGRAPH P
M4.3141 DUPING [PAPIIAL RSPLACEEW SECTION] t
IEPLAZF PARAGRAPH 1 WIT", ,
TM CONCRETE SIDENALA SHALL E CUM FOP AT LEAST 7P HOURS AS SPECIFIED IN "b.30318 OR AS U4RCND P
THE ENGINEEY. DUPING THE CURING PE:IED, ALL TRAFFIC. BOTH PEDESTRIAN AM VEHICULAP. GHAII E EXCLUDED.
VEHICULAR TRAFFIC SHALL E E%CLUDED FDA SUCH ADDITIONAL TINE AS THE ENGINEER MAY DIRECT.
t
►AB RIPMP
2'1B.4 NEASUPIMENT [PMMIAL RSPLAG—ERE71T
REPLACE PARAGRAPH E WITH, '
HAND PLACED RIP RAP WILL E MEASURED'. P THE TON OF RIP PAP ACTUALLY PLACE, ANT+ ACCEPTED.
REPLACE PARAGRAPH 3 WITMN
FILTER KAMNET WILL E MEASURED P THE TOM FOR MATERIAL ACTUALLY PUCE, AM ACCEPTED. '
IH5.6 PAYMENT IPAMIAL RSPLACEMEM SEC7IUP1
PARAGRAPH 1 REPLACE ITEMS 3 AND 7 UTHN t
3. "Hmno PUKWN Pip hap-, pn Ton
7. •F-h Ntor B4nMAt" PFr Ton
1
PNpA m WpbrrtH GD¢i/l utipm lA.. 07HLE1
' REPLACE PARAGRAPH E WITHt
THE UWI7 CONTRACT ma RD TON fop -FILTER ELAFNC• WALL EE FULL CBPENEATION fop ALL COSTS IN
COWUYION WITH FU11NISNAN6 AEC PLACING A FILTER EAIRET.
t6-10 ELUEIIIIATION. TRAFFIC SKIRL FYSTBG ANC ELECTMSCAL
FSC.I(Ol dCAEA11% ARE MI7F:LLING IRSPLACENNI ECTIOHI
THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT NIDTMS hat TIC THE SPECIFIED DEPTK AT THE LOCATION IDICATED
ON THE CONTRACT PUNS ON AS VOWED By M ENSINEEP. ALL TBENCES &HALL E SAWILLM 1% ACCORDANCE KITH THE
' APPLICABLE PIIMIDNE IF THE STADAIO SPECIFICATIONS.
TYENCHINS FOR MIOUIT PUE SHALL E DONE IN A WAY PRIOR WITH THE TBENCH FCTTON OWIL TIC PROVIDE A WIFDRM
' GRACE. NO TOE FNMLL E COVERED UNTIL 17 MS BEEN "INBE ET THE ENGINEER. 1ACKFILL RATERIAL USED FOP 'ILL
AROUND AID WAS THIS OOIOUIT BVSTER SHALL E FREE SP VOW MUTER THAN TWO INCE6 IN CI'NETER TO A DEPTH OF SIN
INCHES ABOVE THE CONDUIT.
' TRENCH WITHIN THE N TADAtAT AAE{ ..HILL. `ISE A "Y TISCH NAM: .L AND S..LL C0116I L. RATERIAL AS INDICATED IN
THE SPECIAL PROVISIONS AND BOH.OULL IF PRICES. TM SOURCE AND BEAUTY OF THE RATER14L BNLLL BE SUBJECT TD
APPROVAL n TM! ENOINEEN. TIENCN BACKFILL WITHIN TE SIDEMUA AREA CAN E NADC WITH ACCSPTAWLL MISTRIALS FROP
' THE EXCAVATION AND SHALL E CDNSIDERED A NSEBEARY PART IF AID LNCIDEMTAL TO THE BCAVATIOh Ih ACCORDANCE WITH
THE STANDAID SPECIFICATIONS. THE CITY OEEENVES THE K301 TO WE AOOITIB6 OF DELETIONC TO THE TPENCT WHICH
PROVE N6ESSAM FOR THE CORPLETION INS THUS PMJECI.
Tit NIILIIRP WIDTH fop TOE TRENCH NERDS WILL E AT THE OPTION OF ]E CONTRACTOR. TP.ICH WIDTH WILL. HOWEVER, IE
SP FIFPICIBR SIZE BO THAT ALL .F THE EDESSAFY CONDUIT CAN E IRRALL$ WITHIN THE OSPT46 SPECIFIED WHILE
RAINTAIWNK THE NINIGP COVER.
' KO.EE41 FOUDATIOMS - CONCRETE IP®LACEMENT 'EET10N1
1 THE COMPACTOR SHALL PROVIDE ALL MTERIAL FOP ARE CONSPIET THE FOUCARDNE FOP ARE 1, THE O:NEM:CRE SPECIFIED
IN TABLE I BELOW. THE ANCHOR BOLTS SHALL MATCH THAT O THE DEUCE IL E INSTALLED THEREON.
ALL EXCESS HATEPIALb ARE TO BE RBOVEY FROM THE FCUCATIDN COHEIFLETION 61.E AND CISP06EC OF Al THE
tCDHTRACTOA'S OCPENSE.
CONCRETE SHALL BE PLACED AGAINST UNDISTURBED FAR' If POSSIBLE. BFFCRT PLACIK THE CONCRETE THE CCNTRACTCR
SHALL BLOCK-OUT ANOUNC ANY OTHER UNDERGROUND UTILITIES THAT UE IN THE EKCAyATED USE SC THAT THE CORAL/E WILL
NOT ADMEN TO Tit UTILST LIE. CONCRETE FOUROATIME STALL BE TPOIEL4., MISNEC, WOOED AND FINISHED IN A
IDIRMAEH:P-LIKE MNEA. CONCRETE SHALL E PROPI CLEARED FROM THE EXPt64 PORTION OF Tit ANCHOR BONE AIL
CONDUIT AFTER PLACEMENT, FOUNDATION SHALL ALL E CLASS •P CONCRETE.
AFTER A CURING PERIOD O THE WEEKS. TE COMPACTOR MT INSTALL THE APPLICAFLE DEVICE THEREON.
TAKE.I
ITPL_GF DEVICE OUMEEICIE
f61166% Light Poll A' Do*, . J' 6H• o• C•...
6.OmI •uu )• Dan . S' 60. o� Du.
6H9nFt Contm,ka, 60. D.tAu FNo.t
RT..t Light CWIML Cal gnu So. Data,t 61'nt
SPFa at N.. 64. Cowl N..t
1
' s" ...,Lot PWO. 21
rND.A111 WMt1y1�' '
UA COMPETE FOUMAT7016 SMALL E LCMRMCTM 1N 711 PARNDP WFCIFIED ELDM,
11 VALVE 93Dl61U ON NA1SED I11AMS AE TD E CpSTF1FTW AS A PANT O THIS FFMAL?. THE TDP O T11
FOWAVION SHALL E MADE FUSH PITH TEE TOP OF THE SLOEMU LO IS", NEE DRA!L MEITI
Cl 1KR No SIONALA6 AIN TO E 'WALLED, THE OWE FOP THE TOP OF THE FOUNDATION SHALL E Y EI•ELIFIED V
ifE ESIEEA. 101 DETAIL &MET)
ILL COMPETE FOUDATICAE SHALL E LULATED AS ►EP RATIONING OHM PLANE ON AS LDCATIC NN THE EISINEEP 1% THE
IFLA. '
QO.SI11 fdICUIi 116'Ur'1SR i/v T10M1
THE COPPACTDA SHALL PROVIDE AM INSTALL ALL COMUIT AM NE'CEAGRY FITTINGS AT THE LOCATIONS NOTED ON THE
AA18- ODNMT SIZE SHALL E Al INDICATED ON THE EIRINS AM CONDUIT SCHEDULE VOw ON PLAND.
;DNDWT TO ! ►POVIOR AM I%rAUID MALL E IF THE TYPE INDICATED ELDN,
I GCHEDULE I' MAN PkLI F.V.C. WWO41M TO ARM RANDAMS SHALL E IONIC NENEKP THE OOLUIT IL TO E
PLACED VXP TINW WITHIN 14 MAOSAV AREA.
11 MMULE K APTM WAVY HALL P.V.C. COFOVIN6 TC ARM ErAMAM6 CW',L E LIEC EEH THE CONDUIT IS TC
E PLACED VITHIN THE ROMNAY AREA.
ILL .DINTS $HALL E PACE WITH RpICI COiLIAKf rc THE MWFACTWEF L PECONIEMATIOPS PEGANDINH COMPT UUD AM '
ENWIMOIENTAL EDNDITIONS.
A-tp.illl MT10h EDRE6 lP&LICEVEHT ECTI'Nf 1
THE CO%nVZTIIP SHALL PMV10E AM INSTALL JLI[TIOA SWU O THE TOPE AM SIZE AT THE LOCATIOND SPECIFIED IN Tw ,
PLANS AM AS PIN IFTAis 6HkR6.
THE INN AIPTION ON THE COWLS DF ALL JUNCTION AODE6 &HALL E AS IMICAIM ELON,
11 STPEET UGHTINU ONLVN rLIGM!Ncr
V 6:GNAL DAL', -SIGNALS'
SI TRAFFIC SIGNAL AM STREET LIGHTING, 'T6-LT• ,
Al TELEMETRY ONLY, 'TELIPETW
1HeR:PT10M ON JUFE?ION BOXES PFIPORNIK THE WE FUNCTION, I.E. BIER U@NTIK, TWFF:C S!GNAL. OF NTH, ,
WALL E CONSISTENT TgpIGHOLT THE PFDJECT.
ALL JOCTION IMES SHALL E :METALLED IN COWOWAFCE WITH PWVWOK OOITNIPED IN THE RAMAM PLANS AM DETAIL
7MkRt. t
THE UNIT C047WT PH/CE FIX EACH FOP 'OW614 r 00 'Z%ION C ASCTIOI UM SHALL E FULL COPEI"T!OH f0P
OLNN1SM1M6 L" AM FOP ALL CORE OF LANOP. MTSPIALr TOOLS, AND AOIIPNENT ECESSAM TG PHOIOF AM INSTALL THE
JUNCTION .TIKES INCLUDING aCAVATION, MOFILLINS AND COMMC110N ALL IN ACCORDANCE NITH PLANS, FECIF:GTIOS AM
RAIL Shirt.
�QO.OISI iIIOLULlN6 IPIitACFMEMsijjchl ,
ALL RTEFT LIONT STANDARDS. $IS ML POLES, SIANAL CONTROLLER CARNETS AM 31WAL/LIVNTIM EPVICE CAIIIET6 SWLL
E EDUMM TO A LDIPEA CLAD SOLID METALLIC SMUND PR US' 1N DIAOMP A I'D- IN LEWD C111PLETE WITH A 06 HARE '
=NEP EDMIM6 STRAP LDEATV 1N THE NAAMR JLKTlON 10. V M ECL All CONSIDER NIEELL4ADW AIMS AM
THE COST IS TC E IMLIDED WITH THE PSI& ON COKWTOS.
t
Palo PE 1HPLAEMLAI iPK,Ilen Hsro IA. OT/1 V16i
640.11101.ERYCE IwLACEPEMT SECTION)
TIRES TYPES OF ROWER EMNICE SE U60 At IKICAIW ELM.
11 TYPE 1 SVSTEN SHALL E SINGLE RHAE 110 VOLT, I WING, W CYCLE A.C. (TRAFFIC SISAL EPVICF ONLY)
61 TYPE 1I. VIEW SHAUI E llwAl PHASE WO VOLT, E WINE. $0 CYCLE A.C. ISIPM LIGHT INS MOM CON7ACTOP.
t INDIVIDUAL COWFRDLLIC PVCIO-CALL SITE NO NEUTRAL SIRE)
71 "Pt III IV"SNAA E SINGE PHAE 1RO/S40 VOLT. S NINE SO CYCLE A.C. IRE17 LIGHTING
CONTACTOWTRKFIC SIGNAL. IOMEI EUTAL EPVIUI
tTHE P0RIN SERVICE POINT POLL E AS MNE OM THE PLANE AK SHALL E VEAIF;kD P TE ELECTRICAL 6EMVICIN MUTT.
2-n.11111 ILLUMINSTIDN SYETlRE [SUPPLEMENTAL SECTION)
U19EP6TWK COKUCICR6 FOR Tq SIEET LIGHTING CIRCUIT SMALL E 6TRAKE COPPER, .. GNDF 6:1H GOC Vt0
INSULATION OF THE SJU MOTE[ ON THE PLANS AK SIRING SC?0%U.
' !%ICING OF THE ETPUT LIGHTING CIRCUIT WILL E MACE CNLY IN JUKTIOM WINES AND THE RELICS 917 SMALL CONSIST OF
A FIESSUPE TV" DEVICE PEE THE COAECTIDN OF THE S1E TO TNS KIT IL ACHIEVE It CRIMPING OR IT A CONFESSION
NSLT. 100 TMIIT ON TYPE COWCTCE SMALL E ALLOMm. AFTER THE FIT HAS SEEM INITAUID, ALL EXPOSE% 6LRFKEf OF
SING AND KIT SHALL E PLACED IN A CLEAR PLASTIC FEW AND FILLED WITH "I TO FORM A NTERT:GNT SEAL. MATERIAL
HISS FOR TM SPLICE FIT SHALL E COMPFTIEE WITH M WINE WIPIAL. IM GIIM CISCOMECT , 6A.C, OR FOWL.
FALL E RLRNIS"M AND IMIALLID. WITH FLIES. M THE CONTRACTOR FOP EACH L76HT SIAIOAH. .METALLED. ALL
' MTURIAL6 SHALL E COIFATIOU WITH THE COPPER COICUCTOE ARE :76 INSULATION. THE CONTRACTOP $HALL WHIT
MAPLU OF THE COMNNTOPS PRCPOSEC FOP USA TO THE ENGINEER FOP APPROVAL
gwo311311 UOT ETAKAK6 16HPPLEENIAL SKT10Nf
THE INK HOLE SMALL E LOCATED SOP TO THE DAVIT AMP ON THE 610E MAY RAW TRAFFIC. A OOYKIMG LUG OR NUT SMALL
E PROVIDES IN THE HAND IDLE FRAME OR INSIDE THE NAND ICU FRAME OR INSIDE THE POLE M1AFI TO ATTACH A 6RCUK
SKIMS STRAP,
ALL POLES AK DAVIT ARMS SMALL E OtSIMa TO 6UPWN1 A UPINAIE EI607 OF SD IN. 00 NOM AK TC NITHCIANE
PRESSURES CADS® IN 11110 LOADS OF SS N.P,H, WIT" SUET FACTOR E 1.0,
ALL ROLES SMALL MAINTAIN A 01%1 M SAFM fACTOP OF 4.36 P.I.I. ON MID STRENGTH OF KIWI LCM AK .C.33 P.S.I.
FOP NLIC WIND PRESSURE.
' 0lYlTllta`
t THE DAVIT STYLE SAN SMALL INCOWOMTE A E'S. RAC1LS RAMC AS MEASURE[ FROM 7E CENTEALIK OF THE SHAFT. TIE
U DET POPEInN OF THE PAN $HALL E NEARLY HORIZONTAL TO •F AEONS HORIZONTAL AK SMALL E FUNISIED WITH A P"
DIAMETER 6LIFFITTLM MITH A NARIWM UWZH OF "J_- TO Ell THE LWIMIE SPECIFIED.
t 7HE POLE FK OF IN DAVIT AIM TUN SMAU E FASTEMC EUMELY TO TE TOP OF THE SHAFT PRODUCING A FLUSH JOINT
WITH AN FVEN PROFILE.
E MOP NK
A ONE PIECE ANHCH BASF OF ACES Slt STRENCTH. 6EFE AK SIZE PALL E SECURE% TC THI LOMEF ENE OF TFC SWJI SC
THAT TE NSF SHALL E CAPARLF OF ES:PING AT ITS YIELD PC1NT THE EKING IIENI OF TE $101 AT ITS YIELD
POINT, THE BASE SELL E PKVIUR WITH FLUE SLOTTED OR MOM NOTES TO RECEIVE TE AKNCF ELTS. MCAT COVERS
SHALL E PRCVICM WITH EACH PCLF.
6HFUYHtAI IRA. O71Y161 top 33
FSO.311710 COWINL& 1
%At& BOLTS
-OUP HIGH STREW" STEEL AICHOP SETS. LAC"FIRS WITH T11D IFHNIITS AID TS WASHER. SHALL K FUP USHW WITH THE '
PILE. _AC" ANCHOR SLY SHALL NAVE A E` •L- SEND AT THE Bona END AND BE THALWIM AT THE TOP END. THREADS
.06, ALL MINTS AS SAYERS SHELL E NOT DI► SALVWZS. THE ANCHOR BOLTS SARI K WAKE LF NE6IETING AT 176 t
YIELD KIM THE ENDIN6 NONENT O THE SHAFT AT 116 YIELD P01NT.
7immuL1/t IR
U.L ANSON (BOLTS. NUTS. SCPEN6. GAUERS. FTC.1 NEEDED -0 MWLETE THE INETALLATIDN SMALL E STAINLESS STEEL. ,
.D. LIDENTIFlf' ION FOP POLES( '
-E COTPACTOP WALL SUPPLY AND INSTALL A CMINATIDN O MDIGITS AND 01E LITTEP UPI EACH LILT POE. THE LLTTLP
AND SPEA$ MODERATION SHALL K MUtTED AT THE 16 POOH LEVEL OH THE POLE FACING AFPW'ACHING TRAFFIC. LEGENDS
iNALI E SEALED WITH TRANSPARENT FILM. RESISTANT TO DUST. LEATHER AND ULTSEAVIOLIT D(PDW E. THE DECAL HAPPENS '
;HALL E 3 INCH SMwNE WIT" S116C LID, WQTE OWLECTORIZED E INCH LEGEND ON A BLACK BACPSOUHO.
:.D. MPEP WILL E AMINES TO MCH POLE AT THE END O THE CONTRACT OR PROJECT n THE CITY TRAFFIC ENGIWZPIkG '
TFIE.
)JOT FOP THE DECALS SHALL E COSIDEFED INCIDENTAL TO THE COMPACT BID. '
)ELITE COWLS" SECTION AID REPLACE WITH THE FOLLOWING,
LINT 61AILAMS BIAL_ E SPUN ALUIIWM DAVIT STYLE AN BALL MEET THE POLE DETAIL REOU:RENEM6 ISICATIC BELOW '
AND THE DETAIL SHEETS AT THE END O THESE SECIFICATION6.
THE PULS SHAFT SHALL E PROWS WITH A A• a 6• PLUS" MW HOLE OUP -. ME AND A PATCHING METAL COVEN SfCUEI ,
WITH RAINLESS STEEL SCREW UP SETS.
ALL TEAMS $HALL E FACTLT' INSTALLED AND ALL GELDING SHALL K CAPLETS PRIOR TO GALVANIZING.
ALL 610ML POLE FOUDATIOE6 SHALL E CONSTRUCTED TO PROVIDE THI POLE ORIENTATION NOTED IN TN. PLAH6.
THE POLE WILL E ADJUSTED FOP PLOW AFTEF ALL NWEC 616TIAL EQUIPMENT HAS KEN INSTALLED THEREON, '
}SD.9(IAl 8161ML 6YGTF1N6 l6HPPLFNEM1l_§L4LlZNi
ALL 619ML CONDUCTORS SHALL K $TRASH COPPER AND 6HALN HAVE 600 VOLT TM INSULATION AK E O THE SIZES NOTED ,
A • E PLANS. ALL PULTI-WMUCHORS MEL FOP THE SIGNAL t''6191 SHALL COWOOH TO DIVISION 9-p$.3 AND SHALL E O
THE SIZES POTS ON THE 610M1 WIPIW6 SCHEDULE AS WIRING OIANWP.
ALL STRANDS NEWS. TYPINATED AT A TERMINAL KdA GALL HAVE AN OPEN END. CREW STYLE BSERLES6 TEAPIML '
WN PCTOP. API ALL SLID WINES TERHIMTED AT A TEY41ML BLOCK $HALL HAVE AN OPEN END 6SEPS TERMINAL
0DWCTDR. ILL TOPINALS SALE E INSTALLED WETS A TOOL DESIEIED FOP THE INSTALLATION E THE CORRECT TYPE O ,
:OhkWI09 AM ^ IHPING WITH PLIERS. NINE CUTTERS, ETC., WILL HOP E ALLOWS. ALL WIPING INSIDE THE COMTPOLLEP
1ABINET SHALL E TALKERS AND CASES TOGETHER TO HERE A FLAT, CLEAN APPEARING INSTALLATION. S SPLICING O PAN
TRAFFIC SIGNAL COMUTOR $HALL K PEPITTED UNLESS OTHERWISE INDICATED ON TIE PLANS. ALL CONDUCTOR RIMS SHALL '
K ATTACHED TC APMtlPRl ATE SISAL TUPINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY ENEPTIONS SHALL
K THE NPLICE6 POP DETECTOR LOOPS AT THE NEAREST JUNCTION BOW TO THE LOOPS.
1
Ann 34 6upIF.WrtF: Spwlficotlom IRE, O'l1SS:1 ,
020.VI141D TEST FOF IRDUC TIrLLOpD)g_.EQlA6ti I N CMLLEG EMOOITIDML ECTIDNI
tTICE CONTRACTOR SHALL KEEP RECORDS IT 'ELO TESTING Alt HALL TURN16H TE ENGINEER WITH A COPI OF THE RESULTS.
S-QO.51141E SIGNAL STARDARD6 1� IACEEM SL714111
THE COMPACTOR SHALL FURNISH AV INSTALL TFFFIC SIGNAL SIARDAMS IN ACCORDANCE NITH IRO METHODS AK NATERIALS
KTRD IN THE CONTRACT PLANS AK TV SE SPECIFICATIONS.
tALL POLE DIMENSIONS AND OPIENIATIOK WILL E VERIFIED BY THE ENGINEER PRIOR TC FABRICATION.
ALL EMAN[ES REOU:PS FOR POLEKLNTS SIGNAL EARS. CABINETS, SIGNS. PEDESTRIAN PUSH EITTON ASSEHELIES, ITC.
SHALL E FIELD 'DRILLED.
I-20.4 MEASLMEMENJ IPEPLACENEM ECTjpj
MEASUREMENT FOP TREKS AND SACKFUL WILL E WV THE LINEAF FnCT,
NFASMEMENT FOR SELECT TENCH BACKFILL WILL E BY THE TON.
' NFASUREMENT FOR FOURDATIOE - CONCRETE, WILL E BY THE UNIT FOP EACH TYPE SPECIFIC. COWLETE IN PUCE.
NEASLREMEM FOP CONCUIT WILL E IV TEE LINEAR FOOT,
MEASWEWAI FTR .A NCTIV BOES. WILL E BV THE OMIT PER EACH TYPE SPECIFIC, COFLETE 1N PLACE.
MEASUREMENT FOR LIGHT STANDARDS, WILL E IV THE MIT PEP EACH. COFFLETE IN PLACE.
' NFASUPEIE KT FOP SIGNAL STANDARDS WILL E BY THE UM1' ^FP EACH. COMPLETE Apo IN PLACE.
VEASUPENEM FOR OETEC'1ON LOOP RIFTURN CABLE S/C SK WILL E IV THE LINEAL FOOT CONFUTE 1N PUCE.
MUSUWI%%1 FOP SHIELDED PE-EMTTION CABLE S/C $NO WILL BE BY TE LINEAL FOOT. COWLS[ IN PLACE.
' MUSUPEMENT FOP SHIELDED INTERCONNECT CAFE. _PR WILL BE IV THE LINEAL FOOT. COMPUTE IN PUCE.
MFASUPEHEM FOR TRAFFIC SIC AL WINE WILL E WI THE LUMP SIN, COIPLETE IN PLACE.
MUSUPENEM FOR VECNICLf DETECTOR. INDICTION LOOP WILL E BY THE LINEAL FO^.T SAN CLT. COFLETE IN PUCE.
1 5-20.5 FAYEM ift LACEMEM SECTIONI
PAYEM WILL E MNIE MOEP.
t11 'TREKS AND SACKFILL- _WIDE. __DEEP", PNr LIlMMr Foot.
2) 'SELECT TREKS SACKFUL". Pal TRH.
' THE UNIT COMPACT PRICE FOR TREKS AK SACKFUL PEP LINEAR FOCI SHALL E FULL COFEKiTION FOR
EXCAVATING, LORDING, HAULING AND OTHERWISE DISPOSING O TVE HASTE PATERIALS, FDA SADKF ULING AND
TANFIMG SLCKFSLL MATERIAL AND FOR THE RESTORATION O THE TREKS AS SHOWN ON THE PLANE OP AS DIRECTED BY
THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND THE FIARDAM PUNS AK SPECIFICATIONS.
B) • FOODATIOM PEP UCH
AI 'CONDUIT. P.W.D.. SCHEDULE 40. ' Rol L1R, Ft.
' S) -CONDUIT . P.Y.C.. SCHEDULE B0. ' Mr US. Ft.
GI 'DESIGN JUNCTION BOP'. PEP EACH,
7) "STPES LIGHT FTAKARD ', PEP EACH,
BI "SIGNAL GTAKAIC, TYPE__- PER EACH
t III `DETECTION LOOP RETURN CABLE, 2/C" SRO." PER LIWAt FOOT
10) "SHIELDS PRE EMOTION CABLE, 5/C SC" PER LIN. FT.
III "SHIELDED INTERCONNECT CABLE, _PR' PEP LIN. FT.
' 121 "TRAFFIC SISAL WIPE" PEP LLMF SIN.
131 'VEHICLE DETECTOR. INDUCTION LOOP" PEP LEMIAL FOOT. SAW CLR.
THE MIT CONTRACT PRICE PEP EACH ON SIGNAL STANDARDS AK PEP LIRA, FT./LLIW CUM ON TPKFIC SIGNAL SYETEP
WIPE WILL E FULL COMPENSATION FOR FLMNISHING AK INSTALLING THE STANDARDS AK WIRE AM FOP ALL OTHER
NATERIALS, TOLLE, EOLIPMENT NECESSARY ANl/OP 11CMENIAL TO Tot INSTALLATION AS PER THE CONTRACT PUPAE
AK THESE SPECIFICATION.
N,PIFrrntFL Spec IfIl Ftioll IRMY O7/IS/dEJ
PMGF 25
Nt favem WAFEIM ,
,±_C2.1 DEBCRIFTION IPAPT]ALMEPLAUM-. SECTION
]KIP CENTER 61ma - DELETE AID REPLAQ LITNM
A MSKEN YELLOW LIME A INCHES WIDE. THE BROKEN DP -R.IP PATTERN SMALL E BASED ON A 2b-FOCT UNIT
CONSISTING OF A 10-FOOT UIE AND 16 AM SAP. SKIP CENTER STRIPE 16 U681) AS CENTER LINE DELINEATION ON A '
TWO LANE TWO MY RADMY.
LDLIDLI YELLOW CEMEP GTF1PE - DELETE AND I@W;E WITNI
TWO SOLID YELLOW LINES. E ZN A INCHES MICE. SEPARATED IT A A INCH MACE. OOME YELLOW CENTER STFIPE Ia
USED AS CENTEP UK DELINEATION ON MULTI-LAME. TWD NAY M %AY AND FOP CHNMNEUUTION,
VOL STRIPE - DELETE '
j11E CT-AM - DELETE AND EDUCE WITHI
APPFWnZ. STRIPE - A SCUD MIT, UNE, B INCHES WIDE, UM TO DELINEATE TURN LAZES FROM THROUGH LANES. FOP '
TRAFFIC ISLAICR AID CROSS HASH MASKS
.ARE QEX `tIFTE AK REPLAU WIT%l
A MSKcA .MITE LINE. A INCHES WE:F. USED TO DELINEATE ADJACENT LANE$ TRAVELING FM THE MAME DIALMON. THE t
OMEN 00 'NIP PATTERN SHALL C- BASMi Of A n AM UNIT CONSISTING OF A ID FOOT LINE AND 18 FOCT BAP.
NO PAGE STEM, DELETE '
REVERSIBLE LAME $TP'PE- DELFTS
TWO MY LEFT nft_eT91PF - DELETE AND REPLACE WITIII 1
A SOLIC YELLOW LINE, A INCHES LODE, WITH A MSKEN YELLOW UNE, A INCHES VICE. :WAPATED V A A IM.M
SPACE. THE BRSKEN CA 'SKIP' PATTERN WILL BE BASED ON A 25 FUM UNIT COEISIING OF A U :SNIT LIME AND A 15
FOOT MACE SSEE DETAIL MET). ,
NAPIER STRIPE - DELETE AID REPLACE WITNI
A SOLID YELLOW LINE. 1S TO 2A INCHES WIDE.
1
GROBERALR STREPE - DELETE AND REPLACE WITHI
A 6" WHITE LINE, 12 INCHES WIDE. INSTALLED PARALLEL TO ANOTHER COOS61AU STRIFM N;TM AN B FOOT MACE IN
BETWEEN Tit LINES. '
STOP MR- DELETE AM REPLACE WITHI
A BOUD WHITE LIE, 101 WIDTHS R 12, IB AND 24 INCHES. THE WIDU SHALL E INDICATED ON THE CONTRACT PLAM. '
TRAFFIC MCW - DELETE AID REPLACE WIT",
A MUD WHITE MAKING CONFORMING TO CONTRACT FLANS AND DETAIL SHEETS. ,
TRAFFIC LETTERS - REPLACE MTN YMKTIC LENSED - DELETE AND REPLACE WITHW
A WHITE HARING USIH$ ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET.
:YCIE DETECTOR SYMHL - DELETE
i22.2151 TOLERWSE$FOR UAL STRIPES IREPLACENENT SECTIOMI ,
4.LMBU TOURANCES FOP STRIPES AFL AS FOLWK6
LENSTN OF STFIPE - THE LONGITUDINAL ACCLNNILATIVE EMDP WITHIN A 25 FOOT LENGTH OF SKIP STPIPc SHALL NCI ,
EXCEED PLUS CA MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NUT MAY MOM AN PLUS OR
MiNU6 1/4 IKN.
t
Pape 36 SuplAvmntA; CpAC VIut/onN IRAY O /lb/951 '
FE2.EIEl PA1MT/RUSTIC ETMEE LIMES P !L IMEM 6ECTIM�
NICK SMMN ON THE PUNS OR DIRLCTEC eT THE lKlekEF, TIE CONTRACTOR LHALL REMOVE ALL OLC COMLICTIIIG STNIPE, OF
tLINES.
0-22.4 MOUPEMENT JWIACrMENT SJCTIINj
MUSLOWMIMT SHALL E EY THE LINEAR FOOT FOR A INCH WIDE SOLID STRIPE. WITH K DEDUCTION MWDE FOR TIE WIF
NETIEEN THE STRIPES MEASURED. E INCH VIDE SOLID STRIPE. /P INCH VICE CWOSSWALR, MMIEP STRIPE, STOP IN
TRAFFIC AMONG AM TRAFFIC LEIS IC 'ONLY' PER EACH. MEASUREMENT FOP ALL ITEMS SMALL E COMPLETE IN PUCE.
A.
RE/SUAENEK7 FOP PAINT/PLASTIC STRIPE LINE REMCVED, WILL SE BY THE LINEAF FOR O ' IIIZE LINE
kje S PAYMENT IEPLACENENT SECTION,
PAYMENT SMALL E WOE NDEPI
' 1. 'PHn LK A- Wide Salle Strlp' Mr I ,", Foot
2. 'Palntac E' Wide SOLIC Stripe Per Lima, Foot
3. 'p.IntK _- Wide Mrrter Strip' Per Lino, Foot
' a. "IaAPtae it' Wide CMIMik' For Linear Fact
5. -Motes _• W,oe $ly Wee- Per 01", Fact
rH E. -Pointed Tfit Arme Par EKh
' 1. 91E1ntK Traffic LOEehe - POP EKN
E. apiallsic W Wide Cmmtk' ►ar Llnmpr Fact
E, 'Plaetic __Wlb EUP rr Far Linear Fact
10. 'Ptact to Traffic Arran' Par EKn
11. -plestlo Traffic Lasom _. pop Each
10. 'RWMWI of PRO,% Lin. _-Wide Par Lid. Ft.
13. -Peaorol of Pleaut ne_'W,ea' AM, Lin. Ft,
FN APM"YB
eQ?� A:p1jOPTF FOW GRAVEL &SC IPAFT]AL EpUCCMLNT 6ECTIDNI
ADO TO PARAGRAPH 2 SEWENCE t
t ..O.CePt tMt In no t... .C.Ii the —w. .1n eac.eo a ant (5) Inches.
REPLACE PARAGRAPH 5 WITH.
1 6rare1 Seat anal acrt I'. fol Lo.lnS r.o.Ireeonrl for amino .no cu.L,ty .her a,,,, In hou,the rOmctU
for Cei,rery te the roKaa Y, trench cr during aen.futura .nr pi.r.wrt ,to a temporary ttackplib I"
c..Ct Point of .e aaF once .., to P.,.M,nw by the EmInaer.
' GRAVEL RASE GRAVEL SASE
CUSS A CLASS 5
Pe..in0 ti A' S'.yo kCE .,1. 251 nm.
75% .a.. 751
P.uuno U,S. No. POD 51 Me,
Sera (Kc S,ec,pi
Pa."% $200 loot S'er Ling] 23 Mu. 23 ow.
Po..ico FAD (Sena Ewretent) 50 .•r. 30 nr.
1
Cwcl.acr u. EPMClfICat.on. IRA. 07/iIV15i PAWA 37
T-0S.1BI11A L4Ei6 A IMPL19M OECTIOR] '
GRAVEL BACFFILL FOR FOUDATION, CLA66 A. SMALL CONS!.l OF CKSHM MATERIAL AND b1L COIFOR' TO THE PEDLIFEMLWE
DF SECTION F03.8 FOP MLLAST. '
i-MAP1116 CUSS 0 lPB4iCkMENT SECT10N1
GRAVEL MCPFILI FOP FUMATIOW. CLASS 8, 16 PDT AN ACCEPTABLE SUFSTITUTION FOP GRAVEL MIiFILL FOP F0LIDATIONE. '
'MSS A, UNLESS APPROM IP MUTING m THE EMIIEEP. IF APPPCM THE GRAVEL MCSFILL VON FONOATIOP. CLASS I.
(MALL MNFDPM TO THE PFOVRE)ENT6 OF 5-07.1171C WADING SA Of S-W.10 AGGREGATE FOP WAYEL MAE, CLASS A.
}-W.17191 GFAVTL BACKFILL FOR FIRE ®D;NG (PARTIAL NEFLACEMEW 6EC.I01
iBLACF SENTENCE 1, PAFAWGVN 1 YITNM '
GRAVEL MCFFILL FOR PIPE SEXING SMALL MN6167 OF PEA GRAVEL.
AODt
EIEM AIPIIOL® 1F MINTING 81 TM EWIIEEP, OT'EF CPt6NEC. IROCE66EC OR HATLAALLY OCDLPR_M.G GRANULAR MATERIAL
MEETING THE R[OUIFEIENTS LISTED ACME CAN Be JSSC A6 RAVEL EAMILL FOR PIPE BEDC:MG.
1-03,14 WLAVEI CFM (REPLACEMENT BECTIDMI ,
WAVEL BORROW SHALL CONSIST OF A CLASS A APE A CLASS 8 CWD► COW WPING TO THE NEOLIRMENT6 CLITLIIED I- YCO.iC
AGGREGATE FOP RAVE. RASE '
►-OB DAMPAIS VNCTWB. CULMIPTB AID CONDUITS
P-0E.1 ORAIN PIPE IPAPTIAL WPLACF.MENT SECTION]
OEEETEt ALL REFERENCE TO AN ALIMINM COATED (ALLNINIIED; COWWN.TEC IRO, OP REEL DRAIN PIPE F" TH16 SECTION. ,
#70.3(11A EIC DESIGN (PARTIAL PEE'4CEMERT SEC1001
DELETE SENTENCE G PAMGPAP 1 ,
"Mk-NTEEL STORM SEVER PIPE IPAjrt 3AL PEP4�MCIiT_yl;�'Tjp)!j
REPLACEt 'TREATMENT B' WITH 'TREATMENT 1' '
R PIPk IFAFTIALA T t
OEATEi 'Mcopt Vrt protFcthA corona MAIL BA TrAAtNoct 8'.
P06.12 PVC BEVEF PiFT [PARTIAL PBLACEPENT BECTIDNI ,
DELFTEM PARAGRAPH 1
t25.13 OIICT]lf IFOh GEMEP P}FE IPAMI FE'4 AL PGEMEN?_jC?jQr1 ,
DELETE PAW.VA'H 1 '
i
1
Page M Suploms tw SpAc.ficrtlonN (%v 07/16,461
ILLIMIM ON. Sim". EIECTUGL
' GONE
. wV- MEM UCT
HFEECOIOL:T :P .C. CSMCTALLI1C0 S1MA
LL CONFORM TO ARTICLE 347 OF THE CODE AN ASTP SIAILAFE'S.
tTit CO'C411 SMALL K IF THE IWO TYPES 1101CATID SLOB:
ill mC eULE 00 ENTM HEAVY MALL P.V.C. CONFORMING IC AM STANDARDS.
' (RI ICHMLLE 4E MEAN WILL P.Y.C. CONFORMING TC AV" STAND ANCS.
"S B JUKTION 10EE IREPLACEMENT SECTIOkI
ALKTION 0110E6 SMALL K REINFORCED CONCRETE WITH STEEL FRAME ANCHORED 1! PLACE AND STEEL COVER PLATE (DIAPM
PATTERN) AS INDICATED Dk DETAIL SHEETS.
' TIE IMSCRIPTIONS ON THE COVERS OF THE ACTION IMES SMALL : AS FOLLCKSI
ill SIGNAL ONLY; •SIPALS•
' "' "MEET LIGHTINS ONLY,
•L,61...
w
111 TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES, •76-LT•
THE AIM INSCRIPTIONS SHALL NO K ILIJ;EP THAN THE TOP GLFFACE P THE COVEP PLATES.
&M.S L'01000TOISS 1�NT 6ECTIliNj
ALL SIGNAL CONDUCTDPE 16 INDICATED ON TOE PUNS SMALL K 67MME: COPPER AND SHALL EPLCV 60C VOLT TM
116ULATION OF THE SITES NOT® ON THE PUNS. ALL MULTI CONDUCTORS 116E FOF THE SIGNAL SYSTEM SHALL CCNCRM TC
APPLICABLE PROVISIONS CONTAINED IN THE STANDAN SPECIFICATIONS AND BHALL K IS THE 6:MS ACTED Ok TN 616ML
WIPING TIAGRAM.
' THE B/t CAKE INDICATED FOP THE DETECTION LOOP RECTUM CABLE SMALL K A SPECIAL CCAMMICATIOND CABLE, THIS CABLE
SMALL WE BELDEN. KLDFCIL 9790, P• EMAL, WITH B/A ROG C01CU'uPS STRANDED Ill - 271. THE CABLE 6HAlt HAVE
POLYETHYLENE INSLLAT D COPPER CONDITTOK, AN ALIM:NM POLYESTER SHIELD, A TINNED COPPER DRAIN WIFE AN I CHIME
VINYL .AUET.
THE 3/c SHIELDED PPE EIPTION OETECTCP CABLE SHALL K 3-M $131 CABLE CAS EGUIVALENT. THIS CABLE WILL RUN FACH
' THE DETERCP UNIT TC THE CONTPOLUP CABINET "t K SPLICES WILL K ALLOWED.
THE SHIELIK COMILW:CATIOWSIBNAL INTERCONNECT CABLE $HALL MEET INE FOLLOWING;
' 1. CONDUTOMS+ SOLID, SOFT DRAM. AMIEALED COPPER, 6:EE 12 AWC.
' B, !NBULATIOII: SOLID. VIRGIN HIGH DENSITY POLYETHI'LEME OR POLYPROPYLEK,W:TH TELEPHONE BIKuFTPY COLOF
CODING.
3. CABLE CON ASU oLYI ]N6'UU1ED CONDLCTCi6 ARE TWISTS INTO PAIPS W:TH VATTING LA•'' ITW:ST LEHCTH5; TL
' MIkIMIIE CRISS TAU AND MEET STRICT CAPACITANCE LIMITS.
A. SHIELDING; A CONPOSIONOk IOATION RESISTANT TINTED ETNYLEND COPOLYMER COATED )BOTH SIDW .DOE' THi CR
(ORRIL01M ALIMINAP TAM SHIELD 16 APPLIED LONGIhCIMLLY WITH OVEPLAP TO PROVIDE 1001 iUCTFICAL
BHIELD:NG COVERAGE. A .COI: CORRUGATED TAPE APPLIE IN THE GAME WOMEN 16 ACCEPTABLE.
B. BUYER .ACFETI A SUCK, LOS DENSITY HIE. MOLECULAR HEIGHT VIRGIW KLYflMILENE ICOPOLEOE TC WITHSTAND
' SLMLIGM, TEIPEM'LK VAPIATILMIS AND OT1EP ENVIRCWENTAL CONDITIONS PLUS ABUSE DURING INGULLATION) IS
OITRODED OVERALL TO PROVIDE A CONTINLOLS COVERING.
' 6 FOCIA61 MANIIkOD: FODIAGE MNIkGE MUST K PRINTED 6EOUFkT14,0 A P.•IMLP OF B ALONC THE CLTER
HOOTER.
8WOLWWBNWII SPWFIF¢rt1W011RR• 071i V*51 PWi. 39
tit.; CDKTINLE ,
7. FILLING, THE (WINE CABLE 'WITHIN THE MITER JACKEt IG FLDmE WITH pEYfALEIIH-0DLYETMLEE GEL FILLING
C"FOU10 IRDLNOING THE AREA BETWEEN THE OUTER JACKET AND THE BMIELD,
'ACM WIRE SMALL IF NMMOEig Al EACH TERMINAL FUND WITH A WRAP AROUND TYPE IEBIERING STRlp ACCORDING. TO THE
3C7*DL'LE ATTACKED THESE SPECIAL PROVISIONS.
CLL WINES TERMINATE AT A TERMINAL *LDCR SMALL HAVE AM OPEN NERD, CRINM STYLE BOLDEriFSS THMIML, ALL TERM I AALE
NA IF INSTALLED WITH A TOOL DESIGNED FOR TIE INSTALLATION OFMA
THIS TYPE IF TEIMIL AID CRII%NS PLIEta,R,
WITH
NINE CUTTERS, FTC., WILL MCI E ALLCBEC. ALL WIRING INSIDE TEE CONTROLLER CAIMET AND AT II PING ITH POINTS '
SMALL E TRAM® ON
AND CABLED TOGETHER TO MAKE A MEAT ANC CLEAN APMRIM6 INSTALLATION.
% IPUCIK OF AM TRAFFIC 63EMAL CONDUCTOR SMALL E REARMED MUSS MI6 MI61 INDICATED ON TEE PLANE. ALL '
MWDUCTOR RUNS SMALL E PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING
3OBTt. TIE ONLY ERC®TIO6 *MALT. E THE SPLICES FOP DETECTCR LOOPS AT THE PIANIST DMCTION BO TO THE LDOPS.
THE COMTNACTLT SMALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUUS AND FITTIMLS SO RE TO CODLETE THE '
INSTALLATION O TE SIGNAL An USMIN6 EOUIPMEWT AS 6EOIM ON THE PLANS. ALL MATERIALS AND INC*ALLATION
METMODS, EXCEPT AS MTV OTHERWISE IEEIM. SMALL COPLY WITH ApPrUCABLE SFCTIOE IF THE NATIONAL ELECTRICAL CEDE.
1"PALUTION O ALL WIPING SMALL CONFORM TO APPUCALE PROVISIONS CONTAIN® IN THE STANDARD SPECIFICATION '
EXCEPT A SPg IFI7D HEREIN.
=RDICTORS AND :.ABLE SMALL CONFORM 70 THE APPLICABLE SPECIFICATION AS FOLLOWS, '
III UNLESS OTME W:SE MOT®, ALL ELECTRICAL COOCTON SMALL BE APPROV® STRANDED CORER CWDWLNS TO
APPLICABLE PON"ONS OF ASTM STANDARDS. INSULATION SMALL E SOO VOLT PLASTICIZED POLMNYL CHLORIDE, '
POLYETMhUNS. OR CHEMICALLY CROBS LINKED POLYETMLEE, COKOWING TO APPLICABLE PORTIONS SP ATM STANDARDS,
POLYETHYLENE COPOUNDS SMALL NOT E USED MERE Da"M TO NAUGHT. THE SHOE INSULATION O CODE THICKNESS
SMALL E USED.
(21 NULT'-CDWUCTOI CABLE SMALL E USM FOP TRAFFIC SIGNAL COWrIOL, AND SMALL E MATED TC OPERATE ON BOO '
VOLTS, INDIVIDUAL CONDUCTORS *MALL E FINANCED COPPER, SMALL E _MSULATED WITH A MINIMUM O 45 MIUB
PLA87IC12M POLYVINYL CHLORIDE COMOOD, OR APPROV® EOWL, AND PALL E COLOR CODE, AND IF 611E LISTED IN TABLE '
BELOW. THE INDIVIDUAL CONDUCTORS SMALL E CT® AM O SIZE LISTED IN TABLE BELOW. TE INDIVIDUAL CORDLCTDRS
SMALL E CABLED TOGETHER WITH CAB,k TAPE AMC FWASED IN A POLYVINYL CHLORIDE GWATP 76 NILS THICK, INSULATION
SMALL CONFORM TO APPUCABU PORTSOE OF AS7M STANDARD APPLICATIONS. '
ARM;
Me. 6trwds ,
CSECUIT eta" b--S4 %Mae Cor4uctS7 Cr1ur St'lba
Si*n*l "we.... A 1* 1*/27 Rua, Yellow, Green Non*
A' to IV27 PAO, Yet lop, 6'ser WHiteiNita
B /A IVD7 RHO, Yalta.. grow Black '
B' 1J I"? Ro0, Vsttop. Black-Black
C 14 19/27 Red, Ye Cloe. Green Write
S1Snat Gap. 12 1V25 white Rare
Control Cop. 12 1B/25 Wit. Bisck or Gres'
Dett:or........ A,*,C 12 1"5 Black lane
Coe. •2 1V25 lilt* Rohe
OR%'*........... .... to IV27 RpO. YeLLRw, Grwr Rae '
F INM's...I...I .... 12 1VP5 BUKk None
L rNe*......... .... 10 IV23 Bt"N Mona
Alt*mat*..... .... 12 112,12' SEMN Rene
Neutral*
(not ostaol.. .... 1O 1Va3 Mite Nuns
Atternata..... .... 12 /4/25 Nit* *r 6nor Err*
hp* AD SVPLaeontal Bp*cific*tiene IRar 07/1Y85)
E3p.3CONTINUED
NLlti-C Ord for Cab La shalt be ANN Nob Irp O par the lolteWir.G tlp110L illustrations:
sl P Corti, for — 2 No. 11 AWN. 1"5 strut, tuna'stiNg of s black am .Alta conaucw..
el S Comuctor — 1 No. 11 AN, sNttol 1 No. 12 MNG. .nib •itN Groan or black stnpai Ms 3 No. Ta's
consisttrp of Phm A.
c) 1 Comootpr— 1 No. 12 AE, NNltai 1 No. 12 MG, Olt* Graan or buck strip., snd G No, la's conkittiro
of pNoss A am 1.
MI II Comuctor — 1 No. It MG. snit.; 1 K AMG Arts .1tn ors., or blatk stripy em S kc. 12 s
consiatinG of Phaaa A. It sm C
s1 20 CoNowtor — i No. 1t AMG, sNibi I No. INS AND, .nib .itn pr..r or black strip; .nc IS Nc, 14'a
consist inp of PMu AN A'. B. B'. C anp Span.
IIIWNK NI:L E AMNM6® SO iMT COFIIIRATIOE DF THE ABOVE CABLE ASSEMBLIES SMALL E USED.
WITH THE EXCEPTION OF TYPE XMW INSULATION. THE MINIMUM INSULATION THICKNESS FOR AM ELECTRICAL COEUCTCP SMALL
E 3/64 INCH AM THE MINIMUM ACCEPTABLE INSULATION THICKNESS SMALL REFER SOLEY TO THE THICKNESS OF THAT
INSULATION IMMEDIATELY ARGUING ANY CORDICIOP AND SLCLDIN6 ANY SHEATH OR JACKET THICKNESS.
' IC
LOOP DETECTORS BALL BEINSTALLED IN A BAIrCU T IN THE PAVEMENT ST THE CONTRACTOR WHERE INDICATED ON
THE PLANE OR AS DIRECTED BY THE ENGINEER. THE WIPE TO E USED IN THE INDUCTION LOOP SMALL E W. 12 A.W.S..
TYPE USE, ANN OR IMWI INSULATION, SEE OETAIL BEETS.
2-25.4 MFS3FNGEP CABLE. FITTIN(S - DELETE
9-28.5 RULE LINE HARDWARE - DELETE
5-25.6 LIGHT STANDARDS [REPLACEMENT SECTION!
LI6HY STANDARDS SMALL BE SPUN ALUMINUM V. ACCORDANCE DETAI:B SHOWN IN THE PLANE. AS SPECIFIED 1N THE TECHNICAL
PROVISIONS AID AS DUTUNED NEEIN.
9-26, t31 TINEF U6M StN'(M, TIMED §10A N POUS, T1MEP SERVICE SUPPORT E - DELETE
9-29.7 LtM:MIPE FUSING AM ELECTRICAL CONNECTIONS Al LIGHT STANDARD BASES IREPLACEMEM SECTION)
ELECTFICAL OISCONOECTS SMALL E INSTALLED AT ALL LIGHT STARDAR BASES. FUSE HOLDERS SMALL E WATERPROOF, QUICK
DISCONNECT TYPE. S.E.C. OR APPROVED EQUAL. FUSED QUIN DISCONNECT KITS SMALL PROVIDE WATERPROOF IN LINE FUSE
MT SECTION. ALL CONNECTIONS SMALL BE PAGE WITH COMPRESSION FITTINGS. WON CISCONNEC7, THE FUSE SMALL REMAIN IN
THE L0" 610E OF THE KIT.
7E FUSES SMALL E LOCATED IN TWO LOCAIIOM6, THE FIRST FINS INSIDE THE HARD HOLE AT THE BASE OF THE POLE A10
TH.E SECOND SING PROVIDED FOR TE COMPLETE STREET LIGHT ERVICE 17 SPECIFIED) SMALL E LOCATED 1%A HYPE -a-
JUCTIDN MOP AS EAR AS PRACTICAL TO THE ELECTRICAL MIUTY COFIFAMY'S VAULT OR POLE [SOURCE OF POWER FOR THE
SYSIEMI. FUSES stPNISNEO FOR ALL LIGHTING CIRCUITS SMALL E CAPABLE OF HANDLING THE OPERATING VOL.AGE6 OF THE
CiRUIT IMVCLV'G M AN: SHALL HAVE THE FOLLOWING CMCTEWSTICS:
1. FUSES SMALL E CAPABLE OF INDEFINITELY SURPUHTING I1Dl OF THE RATED Low.
2. FUSES SHALL E CAPABLE OF 6WPCRTING 136f OF THE RATED LOW FOR APPACK..ATELY ONE HOUR.
3. A LOW OF 2001 OF RATED LONG WILL EFFEMVELY CURSE INSTANTANEOUS BLOWING OF THE FUSE.
s. FUSES SHALL E ATE' AS LLSIH' BELOW AND SMALL E SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS
PROJECT, ACCORDING TC THE MANUFACTUPEP'6 RECOMMENDATIONS TIMEWOP:
i
1
SUF.rntaL Specification, [Nv C7/15/6E1 Papa 41
+-B8.7 CONTIMIW '
IJMINAIW: SIZE SERVICE VOLTAE m
1,o00 W IBA '
400 W IBA
no W 1CA
BOO W ICA t
175 W IBA
150 W 1CA
100 ► 1CA t
FUSES ENWIL & , L:STED
>RS,S WAS AM, CPD6.S AIMS A10 71E ISD - DELETE '
}-BBB BALLAST TPAWORME1S IPEPLACENE T ECTIONI
BALLAST FOP NIGR PRESSURE SDIUNN WAR LAWS SHALL E DESIGNED TC PROPERLY OPERATE Too MT7 S64, 150 WATT 655, '
2DO WATT ®S, 250 MR 650, ADO WATT Ebt. BALLASTS FOR N.P. 9MIU" VAPOR LAWS $HALL E AN INTERNAL BAD-VOLT
WGUUTDA-TYPE (NIGH PJWEF FACTOR),
THE BALLAST $HALL E PRE-BIRGD TC THE UW SDCKET AM TGMINAL IDAM. TIE BALLAST SHALL PAVE AN ALLOWABLE ,
VOLTAGE VARIATION OF LESS THAN 106. NO CAPACITOR, TRANEORNcR. OP OTHER DEVICE SHALL EWLOY THE CUSS '-
COPOUDS IDENTIFIED AS POLYCHLDRINATED BIPHLWLS (P.C.B.) AS DIELECTRIC. COOLANTS, OF FOP ANY OTHER PURPOSE. '
EACH BALLAST SHALL PAVE A NAME PLATE ATTACHED PERNAENTLY TO THE CASE LISTING ALL ELECTRICAL DATA.
^ ^^ 10 LNINAIP-S IA_LACENEM ILMON1 '
ALL LUMINAIRES SHALL E OF THE OIMISLITIM TYPE. AID WATTAGE INDICATED IN THE PUNS.
LUMINAIRES SHALL PAVE A LAET-ALUMINUM HOUSING PROVIDING FOP A BLIP-FITTER TYPE MOUNTING APO CAPABLE OF ADAPTING '
TO A B-IMCH DIAMETER PIPE TENON,
LUMINAIRES SHALL E U THE CORM WAD G,YLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR AHTERIALD AID A CLEAR '
FLAT LENS FOR RESIDENTIAL MACKAY APPLIZATTOPS.
THE LLUINAIE SHALL INCLUDE THE POWER DOOR FLATUS.
THE LUMINAIE 6MLL HAVE A GASKET BETWEEN R6RACTDP APO EFLECTCP. A BASKET OR FILTER %ATERIAL SHALL E PLACEI
BETWEEN THE LAW SOCKET AM THE REFLELTDR.
THE MANUFACTURER'S NAME OR SYMBOL SHALL E CLEAF10 NAMED ON EACH LIMINAIRE. ,
EACH LUMINAINE SHALL HAVE A NEATHEFH EEISTANT, ANSI-APPWVED DECAL ATTACHED TO THE BALLAST HOUSING 60 AS TO E ,
READILY VISIBLE FROM THE GDJIO. THE DECAL SHALL E APPRONINATELY THREE INCHES SOME AID THE LEGEND GALL E A
MINIMS OF TWO INCHES IN HEIGHT, THE UECAL 6MLL E HELD IN COLOR WITH LAW WATTAGE INDICATED BY THE FOLLOWING
NUMERICAL LFEW%
7 FOR 70 MT76 25 FOP 250 W^S
TO FOP Too WATTS E1 FOR 810 RATS
15 FOR IR1 RATS AO FOR AM WATTS ,
17 FOR 1 3 RATS 7D FOS 70C RATS
20 FOP Roo "ITS M FOP /.000 01
ALL LUMINAIRES SHALL HAVE THEIR CQWDNENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE ,
(NUTS, BOLTS. MENERS, HINGES. In,). TIE HOUSING. COWLETE WITH INTEGRAL BALLAST, SHALL E
WEATHER-TIGHT.
PNBF 42 •,PUAWNPtWI spait1RWtIM.N lhV 07/101E51 ,
@3Q 1. 1 CONTROL EOUIMFFT INFPIACEMENI 6ECTION1
LNLFSS SPECIFIED OTHERWISE. ILLUMINATION CIRCUITS SMALL E CONTROLLED P A CON61MIlON OF PKIDELECTPIC CONTWLE
AMC LIGHTING CONTACTDPS AS NOTED IN 14 CONTRACT.
' 1-26.1itil TIME CLOCK CONTROLb - DELETE
F20.11121 PMTGELEC7IC COMPOLS IIM31dCEMEM ECTIOMI
' PHOTOELECTRIC CORN)" SMALL E PW61N DEVICES. RATED TO OPERATE ON 120 VOLTS, E HI. THE PMTD-CELL SMALL E
A SOLID STATE DEVICE WITH STABLE TUAM ON VALUES IRA THE TEMPERATURE RANGE - 55 DEGREES C TO .70 DEOEFS C. Tit
PMOTD-CELL SMALL E MOUNTED EYTFANALLY ON TCP OF THE LLMIMIIE. IN A CONTACTOR-COMMOLLED 9451D. THE
PMDTO-CELL TO CO.TPDL THE SYSTEM SMALL E MOUNTED ON THE LIMIEAIE "SANEST TO THE EPVICLICOMACTOP CABINET.
THE PHOTOCELL SMALL E CAPABLE O WITCHING 1,000 WATTS OF INCANDESCENT LOAD 'OR' AS MIN.
' 2.26.12111 ILLUMINATION CIRCUIT SPLICEe IPEPLACEKNT $EC110"1
ALL SPLICES AK TAPS SHALL E MADE USING SOLDENLESS CRIMP CONNECTORS CN UKENOOUMD CIRCUITS TO SECURELY JOIN
THE HIES BOTH MECMAN- ALLY AID ELECTRICALLY. ALL SPLICES SMALL EMPLOY EPOCY RESIN FILLED IN CLEAR PLASTIC
MOLDS TO FORM A WATEN T164T 6EAL. ALL MATERIAL USED IN THE SPLICE KIT SMALL E COPATIEE WITH THE MIRE AID ITS
NS IULATION A6 USED IN THE LIGHTING SYSTEM.
' 9-28.13 TRAFFIC SIGNAL CDMpgllFR6 (IBUCEMEFT 6ECTIDNI
THE UNIT SMALL OPERATE ON 120 VOLT. 60 CYCLE. SINGLE PHASE ALTERNATING CURRENT AMC SMALL USE THE MOWN LINE
FREQUENCY AS A TIME WE. THE TRAFFIC SIGNAL CONTROLLER SMALL MEET THE EOLIFEMEMiS OF TE NATIONAL ELECTRICAL
1 MAFIFACTUPERS ASSOCIATION (NEMA) STANDARD PUBLICATUOS.
COMPONENTS SUCH AS RESISTORS. CAPACITORS. DIODES AMC TRANSISTCRS SMALL E INDIVIDUALLY REPLACEABLE UTILIZING
' APPROVED 6TAKARC SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SMALL E MOUNTED IN SOMETS AMC SHALL E EASILI
REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SMALL E STANDARD 'OFF THE SELF' ITEMS.
Tit TRAFFIC SIGNAL COMRCLLER SMALL E CAPABLE OF IMEMFACIE WITH THE PULTISOMIC PEAL TIME, HASTEN COMPUTER.
t THE CONTROLLER SMALL E CAPABLE OF BOTH ON-LINE OPERATION (CONTROL BY THE MULTISONIC MAETEA COIPLTEP) AMC
STANDBY OPERATION. THE CONTROLLER SMALL ESTABLISH THE SEQUENCE OP 616ML PHASES. INCLUDING OVERLAPS, IRA
CONFORMANCE WITH TE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING TIEOUGN TE Ot LINE MASTER CQMPLTEP
(MULTISONIC WASTER) THE CONTROLLER HALL E CAPABLE OF OPERATING EITHEF IN A FIXED TIME MOVE OF IN A
FULLY-ACTUATED MWE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. -;L CLEARANCE TIMING ANC PEDESTRIAN TIMING
6MLL E ACCOMPLISHED AT THE LOCAL INTERSECTION.
IF29.13t21 FLASOING OPERATIOE (REPLACEMENT SECTION)
FLASH UNIT SMALL E A TWO CIRCUIT TYPE, CAPABLE O WTTCHIK LU C$ UP TO IWO COATIS PER CIRCLIT ALTERNATELY AT A
' RATE O 60 FLASHES PER MINUTE PER CIRCUIT. PLUS OR MINE TWO FLASKS PER NINLTE.
0,29,13131 EMEPEKY PREEMPTION OFF°LACENEM 6ECTIONf
EMERGENCY VEHICLE PREEMPTION SHALL E FURNISHEI EITHER AS SEPARATE UNITS 00 AS MODULES THAT PLUG DIRECTLY INTO
A PACE WIPED TO ACCEPT 3-M DISCFIMIMATDR TYPE UNITS. THE PREEMPTION SYSTEM OPERATION SMALL E COMPATISLE WITH
THE SN COMPANY 'OPTICOM' SYSTEM WHICH THE CITY OF PENTON 15 CURRENTLY USING AK SMALL E CAPABLE O SING
' ACTIVATED BY THE SAME TRANSPITTERS.
WHEN A PREEWTION DETECTOR DETECTS AN EKWAKY VEHICLE. THE PHASE SEIECTCP SMALL HOLD THE CONTROLLER IN THE
' PEQLIPED PHASE OF ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE ELECTCF
$HALL HOLD THE CDWTPOLLEP IN THE PHASE ELECTED UNTIL THE DETECTOR E LONER DETECTS THE EMERGENCY VEHICLE.
1
WptWrntAl SPrlhcRtlpMA IRMr 07NBY151 °NSA 43
B:YR.13131 CONf1Nl6 ,
WHEN THE PHASE 6ELECTCP 16 IEZNLIAG TC ONE DETECTOR, IT SMALL NOT RESPOND TO ANY OTHER OFTE.TOP UNTIL CALLS
FROM THE FIRST DETECTOR AK SATISFIED. INDICATOR LIGHTS SMALL INDICATE POWER ON, 910K KING IIECEIVID. CMuM:L '
CALLED. SWITCHES SMALL CONTROL SYSTEM POWER AID 61NWLATE DETECTOR CALLS FOR EACH PINK.
E-58.13141 E1PING DIAGRAMS (REPLACEMENT KCTIONI
THE CONTROLLER CABINET SMALL MATE A MTE04M 'WALOPL WITH A `E ACCESS ATTACIEC TO THE INSIDE O THE CABINET ,
]OUP. ATM TIME OF DELIVERY THE EM*Lrwf SMALL HAVE FOUR COP SETS O BCHI ATIC6 AND MANUALS FOR ALL
ASSEMBLIES AMC BUD-AISFMBLIES. '
"S 13161 MID INTEISEREKE SUPPRESSORS IPEDL EPj_NT SECTION!
A CO►ELL-OSILER MDIC 1NTEFFEPEMCL FILTiP K 10801-1 BO AMR$ OP EQUIVALENT GALL K USM TC F%TEP THE A.C. '
POWER. ADDITIONALLY, ALL POWER SUPPLIES SMALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CAMNET.
PQ0.13171 111AFFSC—ACTUATEC COWTFD1.:1M (REPLACER'NT 6ER10M1 '
ALL TIMING FUNCTIONS AM IMPLT AM OUITM FEATURES FOP FULLY-ACTLATED. VOLLM"EN61TY UEEIATION SMALL BE
PROVIDED IN ACCORDANCE WITH MBIA STANDARDS. '
M CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL FY NFAN6 O POSITIVELY CALIBRATED SETTINGS. THE
TIMING FUNCTIONS SAL, K ON THE FRONT IS THE COMTIDLLER UWOT CA SMALL HAVE KEYBOARD ENTRY AND LIOLID CRYSTAL t
DISPLAY. FOP M STAMP OPERATION, THE TRAFFIC SISRAL CONTROLLER GALL INCLUDE ALL CIRCUITRY REQUIRED TC
PROVIDE ALL TIMING AID ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED NmF. STANDBY OPERATION GALL
Al2TOAYICALLV OCCUR UPON OPENING SF INTERCONNECT III". FAILURE SF OFNTRAL RASTER COPUTEP. OR WHEN SPECIFIED BY
THE "AMP. M 6TAIOSY OPERATION SHALL FOLLIIM AM K COINCIDENTAL IN PHASE TO TWAT PHASE KING DISPUTED AT '
THE START O STAMP OPERATION. TRANSFER FROM COMPUTER SPERVISION SMALL NOT CALL UR A STARTING YELLOW.
E4G 13171A EMVIROWW.AL PESFOSAME AND TEST SIADAIOa FOP m '
SECTION]
THE TRAFFIC SIGNAL CORPOLLEP ASSEMBLIES, IICLULING THE TRAFFIC SIGNAL CONTROLLER, ALMILIARY CONTROL EQUIPMENT
AND CABINET SMAL, K GDP TESTED TO THE SATISFACTION SF THE 01GINEEP. TESTING AM 04KI-M O ALL TWINS '
CIRCUITS. PHA61MO AM SIGNAL OPERATION SMALL K AT THE CITY OF NEWTON SIGNAL GDP. NEINTON, MSHINGTON. M
SIGNAL SHOP WILL MACE VALE AVAILABLE TO THE CONTRACTOR FOR Tit MEOUINE TEST DEIOMSTRATIOB. THE CONTRACTOR
SMALL ASSEMBLE THE CABINET AM RELATED 616ML CONTROL EOUIPMFNT READY FOP TESTING. A COMPLETE DEMONSTRATION IT '
THE COHTAADTDP O ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SMALL START THE TEST PERIM. ANY
MALFUNCTION SMALL STOP THE TEST PERIM UNTIL ALL PARTS Alt SATISFACTORILY VERATI%G. THE TEST GALL K
E%TEMED UNTIL A MINIMUM O 712 HOUP6 CONTINUOUS SATISFACTORY PERFORMANCE O THE ENT1K INTEGRATED PST& MS '
BEEN DEMONSTRATED. THE DENONSTRATION BY M CONTRACTOR TO THE ENGINEER O ALL COMPONENTS FUNCTIONING PMPEFLI
SHALL NOT RELIEVE THE CONTRACTOR O AM NSPOEIIILITV RELATIVE TD THE P%UF" FUNCTIONING O ALL AFOFES'TA16
CONTROL SEAP WHEN FIELD 1N6`ALLED. ,
tB8 131711 AUILIARY FQU'PKNT FOP TMEFIC ACTLATED CONTROL IRE 1REPLACEMENT
POMP SWITCHEE '
THEN SMALL K A MAIN POKP SWITCH INSIDE THE CABINET ]HAT GALL MENDER ALL CONTROL EQUIPMENT ELECTRICALLY ULAI
MEN TURNED OFF. THERE SMALL K A CONTROLLER POWER SWITCH THAT SMLL MENDER THE CONTROLLER AMC LOAD SWITCHINC ,
DEVICES ELECTRICALLY DEAL WHILE MAINTAINING FLASHING OPERATION FOF PURPOSES O CHANGING CONTROLLERS OP LOAD
SWITCHING DEVICES.
PNga AA WPUWAneAU SpacllP cttt Pena (Par 07/15✓IB; ,
' 9-29.tO1719 CONTINI@
' [f(P TIME.BYP�¢�f:INN
THEM SHALL E A SWITCH IN THE CMINET IDENTIFIED AS THE STOP TIME BYPASS WITCH. IF THE 1NIFPSECTION IS PLACE
DO FLASHING OFERATICN EITHER BY THE FLASH WATCH OP THE FAIL SAFE RONITOP, THE CONTROLLER SHALL INNEC:ATtLY STOP
' TIE. THE STOP TIME BTFASS SNITCH SHALL ABOVE STOP TIE FROM THE CL01POLLEP AM HEMET NOp4l CYLLIkG
OPERATION WHILE THE INTERSECTION RBLIIN6 IN FLASHING OPERATION.
' DETECT(* TEST SWITCH
EACH VEHICLE A10 PEDESTRIAN PHASE SHALL HAVE A NOMENTAW IEPRING RETURN] CETECTCP TEST SWITCH. WHEN DEFlasm,
THE SNITCH SHALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE.
CMAKENCE CUTLET AWE LAW SOC El
' A CONVENIENCE OUTLET KCTECTED WITH A CWOIRD FAULT INTEMRPTER AND AN INCANDESCENT L/ SOCFET SHALL E
FUR%ISHED IN THE MIN CABINET. A DOOR SWITCH FOP TIE LAW SHALL BE PROVIDED. THIS C:ACUIT SHALL SE KCTECTEL
F A CIRCUIT BREAKER RATED AT BO AIP6.
' FAIL SANE UNIT
THE FAIL WE UNIT BALL PONITOP ETN THE POSITIVE AND NEGATIVE POPTIO6 OF THE A.C. SINE WAVE FCF ALL GREEN,
' APER AM PEDESTRIAN MU IWCICATIONG. THE DURATION OF A DISPLAY OF CONFLICTING INDIG71M SHALL NET E LONG
EN[XW TC E VISISLE " MOTORISTS OR PEDESTFIAN6 KFOE THE PUNITOF INITIATES FLASHING OPERATION. THERE SHALL
E A VISUAL INCICATIL- MT THE MONITOR HAS PREEIPTEC NGBAL OPERATION.
SNyA PKTKTOP ILIGHITING,ARSESTEAI
THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE 6UAGF PACTKTOP THAT SHALL PWTFCT THE CONTROLLER INFLT :KF AN,
' VOLTAGE SURGES THAT COR ID GAMS THE CONTPOLUF OF AM OF 176 COIPC6NT6.
FIELD TAPING TEIRIMI
THERE GMLL E A TERMINAL STRIP FOP FIELD WIRING lk THE CONTROLLER CAIINST. THE TENMIMLS SHALL E MMEREC IN
ACCORDANCE WITH THE SCHEATIC WIRING DIAGRAM ON THE PLANS, IF A DIFFERENT NIMEPIK SYSTEM 16 USE FOR THE
CABINET WIRING , TEN BOTH NWBERS 6MLL LAKW EACH TEIPINAL AND THE CABINET WIRING SCMFNATIC DRANINGS &HALL
t INCLUDE THE FIELD WIPING "UPPERS WHERE Tk LHMIML STRIP IS ILLUSTRATED. A CGMCA BUS MP WITH A NIk1MUM OF 15
TEMIML6 AND A GROUND MR WITH A HIM" G 6 TFEMIMLS SHALL E PROVIDE),
' GOWLTEP INTERFACE UNIT
INTERFACE COOMN1CATION DEVICES SHALL E DESIGNED AS SEPARATE UNITS OR AS NEDUUS THAT PLUG CIECTLY INTO THE
' CONTROLLAP CASE. THE COPOKAILATIO"DEVICES 8HALL E USED FOP CFUE CC KTEP CONTROL OF THE IkTEKKTI ON AND
M ANGRITT ALL E CAPABLE OF TRING ALL DETECTOR AM SIGNAL STATUS INFORATION AND ECFIVT6 AND OKGDIkG COIBAAD
W U NF INFORATION FPO" THE COUIEP ALL IN CONFORMANCE AND WITHIN THE CAPABITV CF THE NULTISONIC M6TEF COLTEP
UNIT AND THE INTUCOMECT CABLE&. IN THE EVENT OF LOSE OF SIGNAL FROM THE MASTER COPLTEP THE INTERFACE
COWUNICATION DEVICE SHALL EFFLOY THE LATEST SIATE-CF-ART ENCODINWOECMlK, IULTIPLENING TECHNOLOGIES IN ONOEF
71 PM;VIDE FCP THE W-DIECTIOML CONMINICATION OF DATA AND COW" I!FCMATIDN ET►EEN THE METEF CCFLTER AND
THE INTERSECTION.
' 2-E2.131710 CONTWLUF CAEINE'E IREPUCE EN7 ECTIO:
EACH TRAFFIC CONTFOUfP CA6INET SHALL PROVIDE A WEATHERPROOF HDUSIK AND HAVE TK FOLLOWING PECL:RFPErE;
' 1. COWPUCT:ON SHALL E OF SKIT STEEL.
B. THE CABINET SHALL CONTAIN SHELVING, BMCk ETE. 1UCAS. ETC. TC 6LPPOPT THE CONTROLLER AM ALL ALH:UAPN
FOIiREM
' G.T AFNrtF, 6PK111CAt HRNA IPA, 07/15/15! Pogo AS
}-SB-13f71D CONI1111AB ,
S. THE CABINET SMALL E OF ADEOUATE 617E TO PROPERLY MU6f TIE CONTROLLER AM ALL AUMILIAPY EQUIPMENT AND '
ANY REQUIRED APPURTENANCES.
A. THE CABINET YMLL HAVE A FILTERM ARP INTAKE AND A VENT FAR. THE AIR INTAKE FILTER WALL E CAPABLE OF
LIP®INS POEIBN DIES, SUCH A6 DUST. LIST, ETC. THE VENT FAN BINLE E IN THE TOP OF THE CABINET AM '
TEMOSTATICALLY CO FOLLM.
5. THE CABINET NO SMALL E PROVIDED WITH THE FaIMINGI
•. THE MAIN DOOR OF THE CABINET SMALL INCLUDE A IN P061710H MP STOP AND SMALL E SEG/1® WITH A CORBIN
TYPE B LOCK. THE MAIM COCA SMALL ALW CONTAIN A POLICE DOOM WITH A CONVENTIONAL POLICE LOCK. INSIDE ,
THE POLICE PANEL TEE &HALL E A SIGNAL O"F WITCH VICM SMALL PRUHIB'T ANY SIGNAL DISPLAY IN THE
FIELD BUR WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE BEEN PLACED IN Tit 'OFF' POSITION. A SEMM
SWITCH GALL E THE AUTC-FLASH SWITCH. WHEN PLACED IN THE 'FLAW POSITION, CONT KILLER POWER SMALL '
REGAIN 00' AND COWtOIDLLER SHALL STOP TIRE DEPENDENT ON WITCH SETTING OW THE AUMILIANY PANEL DEEDRIGD
LATER.
A. THE CABINET SHALL HAVE A METAL FTC"PAINEP COAT UNDER THE FINISH COAT, THE FINISH PAINT COAT WALL E
A DURABLE ALUMINUM OF HANMENTONE SPAY. OR SIMILAR IN COLOR, CAPABLE OF PREVENTING BST FOR A MINIMUM '
OF FIVE 151 YEARS.
c. MIR DOOM (RUN AID POLICE PANEL) SMALL HAVE OE-PIECE EATISA-PROOF NEOPEE 4EET6.
9-29.16 FIAUMINS EACOM COFTTML - DELETE ,
Lime VEHI0.AR SIGNAL MKS lwLAumw SECTIGNI
VEHICULAR SIGNAL HEADS SMALL HAVE THE LEE 61IFE A6 SIONN ON THE SIGNAL PUNS. VEHICULAR SIGNAL HERO HOUSINGS ,
SHALL CONSIST OF 6EPARATE EETIOE AM G EXPANDABLE TYPE HIP VERTICAL MOUNTING. LENS SHALL E SUSS AM MEET
I.T.E. SPECIFICATIOFE FOR LILT OUTPIR. '
B-SB.16101A OPTICAL UNITS (REPLACEMENT 6ECTIOM7
TE. HEAD OPTICAL UNITS SHALL CONSIST OF LEE, PEFLECTOR6. LAW HOLDERS. AM TRAFFIC 616KAL LAMPS VI6I04E TO THE '
TRAFFIC KING CONTROLLED AT DISTANCES FROM 10 FEET TO BUD FEFT UNDER ALL LICIT AM TRAFFIC CONDITIONS EXCEPT
DERG FOG. ALL B RCM CONVENTIONAL HEADS SMALL EMPLOY 67 OR WE MATT TRAFFIC 216NAL LAWS RATED FOR 170 VOLT
OPERATION, US MINIMUM INITIAL LUMENS, S66 MINIMUM INITIAL LUMENS. 8000 HA. RATED LIFE, B 7/16 INCH LILT CENTER ,
LINSTH, A-Bt BULB. MEDIUM UE. CILAF IN COLOR. TWELVE INCH CONVENTIONAL HEADS SMALL IS FLPAIG® AIM 165 OTT
TRAFFIC SIGNAL LAMPS RATED FOR ISC. VOLT OPERATION. 1750 MINIMUM INITIAL LIMENE, SOM MR RATED LIFE, S INCH LILT
CENTER LENGTH, P95 BULB, MEDIUM MASS. CLEAR 1N COLOR. ALL WLE SMALL E INSTALLED AIN THE FILAIM OPENING '
POINTED UP,
ALL SIGNAL LFM IS SMALL E OF THE COLOR. 61C AM OWL AS INDICATED ON TE CONTRACT ►SANS AND SPECIFICATIONS.
THE LENS DESIGN SMALL 61VE AI' OUTWARD AND DOWNWARD D167PIBLTION OF LILT WITH A MINIMUM ABOVE Tit HORIIONTAL, ,
THE LENS SMALL E GLASS AM GALL FIT IN TO A NEOPRENE GASKET IN OWN A 1111 TO RENDER THE INTERIOR OF TE LENS
AND REFLECTOR WATERPROOF AID DLST-710NT, THE REFLECTOR SMALL It OE PIECE. ALZIN ALUMINUM CONFORMING TO
I.T.E. FTAMAEDS. THE OPTICAL WIT GALL E DESI6M TO PREVENT ANY OBJECTIONABLE EFLEMION OF THE 6016 RAYS '
EVE*AT TIES OF THE DAY WEEK THE SUM MAY SHINS DIPELILY INTO THE NEE,
P29.16IFlE PAINTING GIWAL READS IREPIAGEMENT ECTIONI ,
SIGNAL HEADS. IMUOING OUT6IDI OF W160FE AE BACA OF BACK PLATES SHALL E fI*I6E0 WITH TWO COATS OF
FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF Tit VISORS AM LRGNT OF BACK PLATES SHALL E
FIMI&6 WITH TWO COATS OF FACTOIH-APPLIED FLAT BLACK ENAMEL. ,
MULL POLYCAIIBDIMTE TRAFFIC 6ISNAL LIME - DELETE
kM 11l'+IA B ICM POLYCAREDNAIE TRAFFIC j - DELETE ,
Pis 4 SVp UAMoaH SpwincstloHs TAN. C7/15/151
M- ---
jh-jfj§[S) 12 INCH PCLYCAFNNATE TRAFFIC SIGNAL HEALS - DELETE
' 6-28.11 116MI HEAD MOUNTINE MOME16 AM FITT INGk LEWLALENENT 6LUlm
VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL E AS INDICATED ON THE CONTRACT PLANS AM DETAIL SHEETS.
ALI, RELATING HARDWARE SHALL BE PAINTED WITH TWO COATS G FACTURY APPLIED TRAFFIC SIGNAL YELLOW WED ENAMEL.
Ljjjj--_HQCIF DETECTDP IREPUCEMENT BECTIMI
DETECTORS SHALL E RISES FOP ACTLATIM W TRAFFIC ACTUATED CDNTRELLEE AIL T'STGH DETECTION OPERATION. 'ETECTORS
SHALL E EITHER MGK704MA TYPE, INDICTION LOOP TYPE. OR OTHER TYPES AS SPECIFIED IN THE CONTRACT.
9-29.20 PEDESTRIAN 61 GNAL 1PEPUCENEhT BECT10N1
' PEDESTRIAN SIGNAL HEADS SHALL E THE EON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE UOMRACT. THE HEMS
SHALL DISPLAY THAN SYNBDL MFOSRES. 'HAND' (FDA THE D6 RET WALK NODE) IN PORTUAND ORANGE AIL "MAN" (FOR THE WAU
' NODE) IN LUNAR WHITE. THE MESSAGE MODULL SHALL CONSIST OF TWO NEON GAS TUBES cMLOSM IN A HOUSING MADE OF
POLWAROHA BEOM TE PLASTIC. THE LENS HATEPIAL $HALL POLYCARBTE PLASTIC. HOUSINGS SHALL BEUlf CAST ALPINLP
AND $HALL E PAINTED WIT" TWO COATS W FACTORY APPLIED TRAFFIC SIGNAL YELLOW WED ENAMEL. THE VISORS SHALL E
PLAT SUCK IN COLOR,
6-28.2012E EON GRID TYPE IEPIACENEWT SECTIONI
' ALL EON SAID HEADS SHALL E EQUIPPED NIT" 2-CMTE TYPE VISORS NAME W POLYOARMUTE PLASTIC DESIGNED TO
ELIMINATE SUN PHANTOM, THE MESSAGE MODULE SHALL E PROVIDED WIN ELECTRICAL CCNIACTS WICK PLUG CIPECTLY INTO
RECESSED CONTACTS IN THE GARBORIEP ENCLOSURE AMEN THE MODULE 'N ITS PROPER POSITION. TIE POWER SUPPLY TO
OPERATE THE NESSAE MODULE SHALL E "1 VAC WITh TNE •MHO" SYMBOL OPERATING ON A AS WATT MAN, AM THE "HAN"
6THBL OPERATING ON A 39 WATT FAN.
8-26.21 FLAWh6 EACOA - DELETE
' &-$2.24 SERVICE CA61WET5 [REPLACEMENT SECTION;
THE SIGALISTRL11 LIGHTING SERVICE CABINS` SHALL E AS INDICATED ON THE CONTRACT PLANE AM DETAIL SHEE7E. ALL
EISTFICAL CONDUCTORS. 016E MPG AND COMUCTOF TER'INALS SHALL E COPPER OF BRASS. THE CABINET SHALL E
FABRICATED FRG, MLAtM:IEC COLD ROLLED BEET STEEL, WITH 12 GAUGE USED FOR EXTERIDP SURFACES AM 1.1 MINE FOP
1NTEU0A PANELS. DOOR NINES SHALL E THE CONTINUOUS CONCEALED PIANO TYPE AM NO SERENE. RIVETS OR BOLTS SHALL
' E VISIBLE OUTSIDE THE ENCLOSURE. Tit CABINET DOOR GALL E FITTED FOP A EST INTERNAL OR TYPE LOOK. THE
CABINET GALL HAVE VENTILATION LOIVEP6 OR THE LONER AM UPPER SIDES COEPLETE WITH SCREENS, FILTERS AM HAVE RAlN
TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WAIMEA PROW NEOPRENE GASKET.
0-29,24111 PAINTING IPEPLACEPENT SECTION''
THE FINISH COAT SHALL E A FACTORY WED ON EAAPEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL E ETCHED
' BIFORE THE WED ON ENAMEL 16 APPLIED. THE INTERIOR SHALL E SEVEN A FINIS" CHAT W EXTERIOR GRADE W WHITE
METAL ENAMEL.
ti3.2AI21 ELECTRICAL CIRCUIT SREAAERS AM CONTACTORS [REPLACEMENT SECTION)
THE ELECTFICAL CIRCUIT BREAKERS AM CONTACTORS SALI E AS INDICATED M THE CONTRACT PLANE AM OFTAIL SHEETE.
' THE FOLLOWING EOLIITEWT SHALL BElEA%FED WITHIN THE CABINET,
1. MIn Clrc¢rt BrAM,Ar
2. QAnch cim¢Ht $WARN rA
3. ULINt1 plug (120 YPIt-BO AW ro[WI G.F.I. TYPE
' A. Light Control tPYt ovitch (12C "L%-15 AAF)
S. CAnuctcr 'AIRY for AKrh
6Np1AAAntPI specification, (RAY 07/1$/651 Pop 47
L19,24121 WKIMH '
a. OouCu putt branch beaker lo) For tioNting circuits (QAO wit)
T. Ova 120 wit, 20 an •inplo pot*brooch breaker (For utility plugs. B. Type 3-bingls ph*ee ,
19"AO volt brouMod netrtL service
6. One 120 wit AD er sinSlo polo brooch break*, lai2naL u •Ica)
10. Cayi*to provisions For It break*, pate '
It. Meat pUtr phpsLic btacN with White opreinb ucpt the akin broo&er Mich shalt be red with
whit* lettering, AIL nsao ptatee ahll be attached by S.S. crow-.
12. Meter bee* section* are umcrserV ,
3-29 26 AMPLIFIER TRMSOPEP AND TERMINAL CABINET' [REPLACEMENT SECTION)
THE POLE MOUNT® TERMINAL WIN SMALL E MADE OF MOLDED FIBERGLASS, E SKY IN COLOR, BE APPROXIMATELY 10' MISH s '
B" WIDE t A' DEED AID HAVE A MININBt OF 1N TERMIRMIB ON THE TERMINAL BLOCKS. TIE SOX SHALL E WGTrER TIGHT,
HAVE A SIMILE DOOR WITH CONTINUOUS MINE ON ONE SIDE AND ICEb HOLD DOIM6 ON THE COOP LOMING SIDE. ALL
HARDIARE WILL E STAINLESS STEEL. '
0-30,16 DUCTILE IRON PIPE [PARTIAL REPLACEMENT ECTIDNI
PARUMAPH it REPLACE 'CLASS 53 one CUSS SO' WITH 'CLAW 52' ,
F30 3A GATE VALVES (PARTIAL PEPLACEMENT SECTION]
REPLACE PARAGRAPH 1 WITH, ,
VALVES SMALL E DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE CF POC PSI. GTE VALVES SHALL E
IDM L16114, KELLER COMPANY MD. A238C. PACIFIC STATES. U.B. METMEPOLITAN, KENNEDY. UP K.H. ,
APPROVAL CF VALVES OTHER THAN MODELS SPECIFIED SHALL E OBTAINED PRIOR TO BID OPENING.
ALL GTE VALVES LESS THAN 12' IN DIAMETER SMALL INCLUDE AN B' t 24' CAST IMN GTE VALVE BOX AM
ETTEREIONE, AS REOIIR®. ALL IE' DIAMETER AID LARGER GTE VALVES SMALL E INSTALLED IN A VAULT.
SEE RATER STAKA14 PPAIL FOR 12' GTE VALVE ASSEMBLY VAULT AID 1' BYPASS INSTALLATION,
0-30.3E VALVE MAKER FO6T6 [PARTIAL REPLACEMENT SECTION) e
REDUCE PARAGRAPH 1 WITH: ,
VALVE RAKER P0676 SELL E INSTALLED AT THE DISCRETION CF THE CITY IN THOSE UNPAVED AREAS WHERE THE
TOP IF THE VALVE my COULD E COVERED BY NEEDS. SHMIS, GRM OR CTHER MTEPIALS. THE VALVE MANGERS
SMALL E FABRICATED AM INSTALLED IN CONFORMANCE WITH THE STANDARD DMd:NG6.
6-30.5 MURANTE (REPLACEMENT SECTIONI ,
FIRE HYORANT6 SMALL E IOWA, 00 APPROVED EQUAL, APPROVAL MET E OBTAINED PAIOP TC BID OPFN:MG. '
2-30.6A EID CONECTI OIE IRBUCEMENT 6ECTIONI
HYDRANTS SMALL E COMETPUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL
DESCRIPTION.
Pepe AB BHPI rntot Spcilicetiaos (Rev 07/tb/651 '
172LD N BAK DIMEI UM IPAPTI L REPUCEMENI G 9I ON1
RE➢LACE PARAGRAPH 1 0I141
FINE MIGRANTS SMALL BE COT TYPE 1OPENING 017H THE PRES"E1 C0IFDWING TC AWWA C-6WIC WITH A 6
INCH INLET AND A M.V.O. OF 6 1NCM TWO 2 1/2 INCH HOSE NOZZLES WITH NATIONAL STAM M 7 1/2
TMEADS PER INCH AND ONE A INCH PUMPIF NOZZLE WITH THE MEN SEATTLE PATTERN 6 TI6EAC6 PER INCH, 6D
DEGREES V. THREAO6. O.D. THREAD 4.676 AND FOCI OIAMETEP 4.6263. 1-1/4' PENTAGON OPERATING NEI CPENED
h TUNRIMS COLOMA CLOCKWISE (LEFT).
FIRE HYDRANTS SHALL BE 100 DP APPROM ECLv-. APPROVAL MUST BE OBTAINED PRIOR TL BIC OPENING.
k-30,78111 FOUNDATION MATERIAL CU66 A AM CLUB IPAFT UAL PEPU:EMEM SECT IOMI
' PAHA.RAPH 1, REPLACE 1ST SENTENCE WTHL
FOUDATION MATERIAL CUSS A AND CUSS B SHALL BE CRUSHED GRANULAR MAIER.AL ANC SMALL COKDW TC THE
FOLLOWING GRADATIONS WHEN TESTED IN ACCORDANCE WITH ASTM CA22.
1-20.71 B12 FOUNDATION NATEPIAL CLASS C - DELETE
1
&c.exre. 6peu+ uno�E ;Fe. F�1SSF Fo.� :.
SPECIAL PROVISIONS
' CITv Of RERTON
Sam" projects S - 304, 303, 316
1' Sn@realm Instaaations
190. CID Barite,( so." Sntee Rehabilitat;on
"fCIAI PROVISIONS
1-03 4WD AND EEECUTION Of CONTRACT
' I-CI.1 COVs:C[RATIOV Cf tits tl%pFLEAEhTAL SECTI:h
The Lity reserves the rigrt to de:ete any of the three sc]sosles /•;, trip
p•o}sct ntho't sn. re'eg:tlatto• 04 the contract prise.
1.07 LOOK RELATIOIIS W R[10GE16111TIES TO TOE ►U1LIC
1-07.14 ►RCTECT1Ch AND A£ETORA7IC% Of PROPER'Y ISUpeLENEN'AL SEC IDN'
private property su[h as plants, shrubs, Yeas, farces, srd ♦co o•ios
•,thin the public r,0ht-ol-ray Shall be removed ,,d restored to the
satisfactlon 04 the property 00.e1. It %hall to the co+tractors
responsibility to motif' gacn property am,,, who, it Is ne.et urr to
resdvm such uprc,foorts t0 facilitate the contractors progress, and to
move those lop'Cyeseots to locations rlquostad by the property ornor or
to restore them In their or,gioal location in as near Original condition
as possible.
Such resoral and restoration %W! of Cont111e1e7 1"L;d"tal to the
project and no fu•their compensation Rill be oaoo.
R
2-09 OTRUCTpE ESCM/AT ION
2-01.1 PAYSENT ISUasLENEN•AL SECTION,
a. 'Gravel eactfill [Wind].', per To-.
Gravel tau ill: shall be paid only fo• that usee to bacr9;ll
mithin t^e trench limits for ex[avation as set forth in this
se:tior 12-091. Any sates NI used outside these limits .111
ea the cont"Ctors rosponsibility onC no further p&faart shall
to side.
7-02 CULVERTS
7-02.6 FAYN1141 IREr LACE•ERT SEC7l0V�
' 401:iing rid nlar:rg @list;rig Lulye-tt mi:l cl [onu dry Ina@r-tal 1_
l a p dies, and P. f_•tha• CLmoar sdt.pn Rill be 44.0
7-17 1M1TARr MGERG
' 7-13MA SEVER Motto (SUPPLEPENTAL SECTION,
All mauvation, pJ ac i ng of pipe, and backfiiling anal: be dole in
Atcorctnce with State of Vash,ngton Safety Standards for Construction
Volk, Pall C of the latest edit-sr.
Sue, Treri n ca.At ion trd ea...... shad ba Oone in acccrdanca with
soctior 2-CV S'AUC'URE EXCAVATION CLASS A OF CLASS !.
Paler:Ali iStlpr,E!ENTAL SECT:ON.
rIPE:
P.V.C. St.*, pip* $To:l caMo•* to A,S.7.P. GS^St bctpt as
othe,.us* prc,idto. R,bter gtstets for P.V.C. pipe snarl co-fors
it A.S.T.R. 01869.
plttings an'!' bt cf tno sane mattr-1a1 and Lust as the pipe.
PIPE DE00IN6 (GUPPLERENTA: SEL'1ON1
Pipe bedding material fc' PVC 010e Shall be Placed to a dept- cf 6' ba:o.
the bottom of the pipe ant Welding up to 6' above crown on all pipes.
The bard-placed bedding around the pipe arc to a pcint 6' inches above
crown shall be fact-taspe0 until it unyislding. The remaining baclhll
shall be eacntrically tagged mith hand-operatod mechanical or pneumatic
compels, to e5% donut,.
Pipe Sodding Shall be considered inciomrto: to the Pip, and no furth*r
compensation shall be sad*.
7-17.312J4 Survey Line and Grade (REPLAWIEN- SECTION,
Constructior. %taking *halt be p'ovidod by the contractors as
troyi'a' in tKtlar 1-d5.51:� of tM S.PPI....tal specifications.
Trio laser Who. of V1t4t Lasring L,n* and grade go, be US*C as spgcoiiad
in Stct,er 1-05,5(1) of the supplose-tal sp*cif,cations.
7-17.T21M Side Sawa, Cannectiols 4SUIPLfREVAL SECTION'
TEESISTUM
T**S shall be installed .Mrs shown on the pier, or as directed b7
the fngine*r.
The ua t bid price par mach Toe s"a11 be cc.platt copperaltion fdr
' a:l ;Aber, eaterlAl, f.tti ngs old op..pao-t recessory for coop l*L
tnstaaatic'.
T-1).D121X ICONt1NUE01
The unit bid 01%ce all L.F. for 6' sewer pipe shall be coap:ste
compensation far all labor, sate,iale, fittings and equipment
necessary fc- ceaPLmtm insta:latiori including tacavatior, bedding,
bacafill, placing pipe, connection to *.%sting side Saw*" reeovai
and replacement of concretc curbs, gutters, driveways, aid
sidewalk. No tunneling under the curbs, gutters, sidewa:k or
driveways w111 be allomed.
On Schedule A art Schedule B Sig* sears shs:l be replace. to the
Righ, of Nay ::ne .its .a. 6' %:de ae.P it accorda^ce c th the
' detail bound herein, On Schedule S (Powell Ave SN` er.st:cg Side
sewer% shall be 'ac Vmr11 ' within the eain It,* trench.
7-17,3t2FJ CONNECTIONS TO MANN.,LES (NEV SECTION'
All pipe throi:gh manhole .Ills shall have an '0- ring rubber gas.y, In a
ma Phole coupling conforming to ASTM C-479 specifications, John%-Manscille
or equal. Pow connections to *.%sting manholes, the marhols wall st-a1l
' be core-drilled, A conical type flevlble seal equal to Nor-N-Swal anal!
be installed.
SECTION 7-17.5 PAYMENT !SUPPLEMENTAL SECTION,
PAWN' FOR PIPE INSTALLED SMALL BE MADE ON THE FOLLONINE BCNEDULE 'JNLv;
CONDITION OF PIPE INSTALLED PERCEN' OF BID PR:CE pal"
u:FE INSTALLED AND NOT TESTED. $0.0%
PIPE INSTALLED AND TESTED. 90.0%
PIPE INSTALLED, TESTED, TIE-INS
AND SERVICES INSTALLED AND CLEAN-
UP COMPLETED. 100.0%
Fa,P*nt for trench e.cavation and ba0 fill %hall be in accordacce .:U se--Lion 2-09
STRUCTURE ETCAVA'SDN CLASS A OR CLASS B.
S.ppltnental ED*c:+%u t:o-1 Fagt D
1
1
1
i STANDARD DRAWINGS
1
1
1
i
1
i
i
1
1
i
i
1
0 —
1 r—R1M
1 cASTit-jG SEE AFW4 SfD.PLAN 42
ADJUSTWTNT SgCrION
1 MODIFIED gTEP
PEIC APWA 9TD
PLAN AI
1 PRGCAbT MAM140L.E
"GTION9
1 3TFF5 PER A NO ctp
'STD. PLAN Al. "' ALOMED WOLF tCAL WtW
AbIX15n*COL: '' \JJD
Czmew TO W.' . _ OF LIOLe.
IN�iTALL 4JALF PLIXa
WITH UFFeK P&F
GUf UFP 01K MoF AR 1
'yfRAP TO WALL
1 6EF DETAIL
1
0'PYt
1 41AND
GR WED
GUN
1 �
1
1 AXWOR WLT,rt
1 ,.,LIXXT
1 GALVANIZE ENTII[E
5TRAPPIMa AP 7U5,
1 PIPE STRAPPING CITY O F R E N T O N
o a►Aarra r♦ Of ♦uaLio woMra
FLAW VIEW
1
N
CM.<KO Ku• �•�
•MOY.O.� M.f N
' R/W
-J i
cao
ExIS r. S7DE SEWER
EX,St 6`SEWER STUB
S4N.SEWER _ __
(REMOVE TOR/W) _
_
-? --
6'x 4"REDUCER
\`Jf 6''wYE
1/0 OR 1/16 BEND
' AS REQUIRED
t �.iROPOSED 6"SEWER STUB
MAIN RUN SIZE X 6"TEE
tPROPOSED SEWER MAIN
t TYPICAL STUE CONNEC ION
CITY OF RENTON
ENGINEERING DEPARTMENT
t TYPICAL STUB CONNECTION
mo
AT'
plMm+_ SHEET
.__ U'E
—_ L or 1
CN[C■ED_ "ROVED
1' Page 200 SYandaTd Drawl*;ta
1 •Sf.AIT INTtlrl P IITMIOVS
ILARI .11 \(II.Ct•1•T VAT$. cut "Ill of at"it., ll! 1•
at.OYt te1t111[1 •{I•Atl' Yl\T 1;Mlr STSMMI half M ClA[li1a.q1. Ceacalf!
ul{t u{ •N•l11 save a[O ORrl.1 Natlll raMMa(
• —h—�� 11"4(11a VYs.1r •at.
trr{ N c, wU NOUca
11111116 \Iple N{l at t•[ Ptl.ttl
CO.MCTIS Intel. Nur tt��
' • 1111 F111 • •
M MM
"Ital.1 T IOYcll l! N II TY.I.OY1 CUT 1411 Its
Ylalll
MNT .la atrl•clal•�
It IC. • T.1c..IS( N 111Sr1ai •.0 1. 1HM pT 11Yu
cut vivo 11110"TI1 0AMFlaT cYTrya\ a OMIF[•I "as ! as 11M[r10
ta111r40 aN•1111 ttls".c luauAs
RYIFI FI
l�I•rt.lM
111{T1.9 91430 Nv 1 1 T+
_ • • Y"n YIeI. 1. 0.11. I1
Lie ru• i'
wul .ac 1t p• N 1tL`�—welmolmus
N. [ 1. Viet. CaY�IIFa 1{a�lt
u.rlCTu T@let- aMV4l�� 1
—!ilia 14111.I1IT W.I. WOW_ —[UtYt gau1M n+ui•l—
t0.Utit {Yarl(l. • l t t \ Y A T I a
t r 0 1 c l l 0 l r f F L e a 1 1 ( 1 I I A I I . t . l
' Sf IYiIT tOYf of T1 Oa \I1Y.u0ut 111 tT1•p ap1.All t0•(MT1
qAa Fla A{hl[u1•t rAT(F Y' AI. Su\fail
t' F1.
' In sna{ ell FlT 1_ �[M tr ut IMt
a..
Va�INVUa
plyy(Ka MWK clF.•cTu nta• otanu
t1101tal rate . ta • Ipll ' Ilt IlY ( FC YI
11.(N1 Yerl. 1e uI $take
eNutTl .1( NAli 61 (LASS 1
Ia CLASS SI 1."2) Y.1t•tlla Is It,tia(ta.
...F CITY OF RENTON
`Cu(•I CNUITt [tail ! / tN rN(.181 ratty',
♦Il ;YI1t lla1.
-•v+nr co•fnn tint m nl .Maui Vote* Pavement Patching
MA TW
W age ,**
1u n.T a rN n11MN qi u'•,
rU H.
' Standard Plan No Ill
ii 'art NN.r}Y aaxb.i
r
I I.
m•ww :.a `
•q a Na+Ne it n NN.nw ai rat V P J
Y N'Y.x Mp!�iN gtYat M .N:�ter\1N Ib aNe.r.
NNpib N W11 nu NM NWI Mio ,
J
TYPCAL BUILDING SEWER INSTALLATION PLAN
t � • N•.•�N • q,\Nw TT __._..._.
• tyP tK:y �+•y a,:pa\fI•�t ,K.wY+.1
'N fp x l.+ �l lreV lUrNa NSVU•yaa!i
�� Rtr(1 qN.R•N1Y.x lal{w twx
' � • Ik
JL �yet M'M Y py^yVra
.NI N P gyil.
� ...._ �: .rNN 1 ffiIYwitll
!Ns r P nre
PLAN wo ....».4y.[xn:•
BUILDING DRAIN »rgrlNn\!N•M
y ••G��.\.\!
FOR LOW HOUSES �..x ti„[ywv ww+yn M c•{.a n.4•N:
ilpYS+N Wtt
IW:•�N N K•�nw..w lax Me P w,.P
»W11[n N awNl•'p•y.:ptt
3 rMr NI\ MI.W ay1» Me:!x NMaY N1gx N 411�1:{t a M r:brNha•.
�`w..eee w n�: w•ne•:wn.a»n...Nt.i.,
N »Mlyr•:\PY :r.•Rrn•ae M
•w:e m e exa a !
t 1)' !el'tbyt4+.h w.wt[Xa qy!..f N4•
•tx wl•ni N J:4» w:,N aNN
� � lu •N�!1\1N we tin twli.Ye+yea Mx11rY1tnx
• •'� .}M wNl b M Yx1�.`M O,K•Yx4 MNW.1
t e cn xM ,NN[M
y 1 wIM}�N qxl(tY\Nf Nn:wltL qY w�nr`V.Nn`
M F i M
[W »lr ex fy • ,
1 PLAN r w w4.. »w.P w �. •t\,
BUILDING SEWER •wn nw`mot
IN STA L L A'�ON w.M•[•y�..,,3N13•c•r e[{N .•.[
K h:.•y u+lye[AN+a V.•Muf
o00.3 tW de.
.er ACJ.CNI Spp qh me,
SEWER STANDARD DETAIL
CITY Oi RENTON
- DEPARTMENT 0,: PUBLIC WORKS sc.+cwe[s.•xe
1
1 �
L �elm-k9L--..
\rY Nlt\ yM n rM\n{ry w�{e'Y Ny.
1 _
\"�� n• aY Mm tI N'M SM twin YYu
W\\I•{X P{1
;m W R t U hyr
mea
1 '
6' SIDE SEWER AND BOILOM SEWEII
1 PLAN
N`N{WRr Wiww MM hih'a I NW Y hY \'K NY.NMr
'It•�. :yS" Wwt Nw Xap • W M.a alYlM Y lrw 15
1 / IVnrrl � X �WY\e�w•Wn 4N1 IUYtIM.
hY`Y 1" .'srµ IW.it•WI
' • M.WirY
CONCRETE BLOCKING 1 NA N•n�
1 A46LE OF TEE AT MAIN OVER 25' ylr�nw ww. \ m*m n w ryrh•lo
ELEVATION �nnwmw
"��FF Wut NYR�a rwa\a rw Im.
.\M w My w`IM 1•thl N<wl
n w•Wn.rR fwyH))nl1 wal
Vy11�1�nrN W.inl NWX n
h+v y..(r�r,h4rr e N MNHC CMt V n.
e 1 w[�At6Rw N<A YYe W!p M
1
1
TYPICAL SIDE SEWER
1 ELEVATION
SIDE SEWER INSTALLATION
1 CY.rN.0Uh0Yf N1
0.1 \OC 0 4 --
uyr ,a.me .wo 2. e
SEWER STANDARD DETAIL
CITY OF RENTONPUBL
1 ao• `o\...1 DEPARTMENT OF IC WORK Y^IYw• «•
tN\t iM p w,�M1r iw
{N,,w I,N to w�RrWD Hil 11tY«Y\r tpp IYwI
w:kn[ .,w\�,.N tV,.x p w+YN 1YM•
.. tl nr Rw uw p.N p1�
t �Y" prb rw,vu r, _ li •{I wwrl\wvgt r iw9M� MtuN pY D.p
-- ,wnNiM N!Wltt
•«W tWW,1\ llM1.i!«In, N N.N w �wN X Irr
4,«W iM n p[,ut ,w IN tNU fa 4W MM--•
.M atrYl\,re.twX ro r�i y
1 WN'.•un 4iaiYt
r,V,tll,Y Yt �{N• Iw p' D{N••t t.l. 4\RIMI r11
14
PLAN CLEANOUT
'r"'0"'Y - �—tetra Nr.,«
' DROP STRUCTURE
Nwn .tY W 1pitlt w,wYtO Y,ND«,y Y. I 1 m11 RII
w wwp Wtm �n'Weal uw wtvw. [tYIWi«pws.M •�11.�
N«\, wtN•Nw N• � M Y«W HfR 1
wWt Hp w[w pNN V'w�ry'<YItVw,p ��!
r•4,RV 1.�, IW\lt wnei�«�M I r�
NM,Yt•GW.R. N� R�Ww�wl
"0'^ rllme 9iYly,rw �'-,
wrn w[Ypu cm [I
� rwgll t w 1H1 n WM .1" ��` J
' )t r•MDP rnIr[�xW •Wm,wD•�Itl tw,Mr
w>K.•rw, wan mu Dlr
SAFETY sYEr LADDER
ttY1Rl.aw...a WN,
SNORT MANHDLE
LESS THAN 4 •0" DEEP Wwllle wx.Yryl PD Imr+r,a Wy.ylp�«ww\.1,w ww O rpt I,rtMD Mvw T'
t IMY wa.[M.ND«R n N.NNR,w • • tMYelr
w w,y �i fIw9Y•�N lDlwt
t IwnYl.m w rpW,e Y tD {Ny w.rv[. , yGY[
1«h f0 N•�.t•OMu•-tP «. 1bJ.n
\p IN.N r!r y Drt' NNn.\�A M1�G D OYpIWY Ylwt[[D[ID18
pw,N.n. [wt•W\«N NYNt,'MVr ��r M[
' ,nnt wD•.�.utl ^.'. �„•,1 Nr w[WY w wnr•ww y wX alHr w,.
ue umw m.xa nurW x,D M41\Wne.rM.gntln us.w•W,
ItMA•.•i«S.,h 1 wM hp•,«1�H N•'Y. nN11D1Yt X _
Yt m ¢ w Ip'Yn 1 ,.it pin.rO ntign Dntrw MbpeVlP " .1,�Y+ .'tl Wx 1Yw:
N\�r Y,N NwW Y+' LTlu,le
� 1«{ Mt«.MN\1 r\, p ,.ly{wNXe p«p\I lw,w iYl N M � (•..
unn tn1 r Nts YtM pNw p•9\t N � D YY@t'tNw tNIM..t«,\pnMtt _
•1, R4t tX1 er
r+ .yw.Y'I.,.. �... Nr•tw 1' -! ON[Wptln\tN\I,n RYN• Y" •�
"• iN,){iNn�[[M 11 11 xat 4Y.W1 N tR rw D..l ' •' rpµ!„«wwti
!,jE� �Y 4�HD\,«4 Htr[INMwN,4 Y� � rr•N«1Y0
Y.tlXn N• � i N ,t N ylrH RHt w 4\w{Dp{If,�w 1W,
.�-1rNN�t41• � tMNFXNYi i`\A
\ w rrNar um\[w a Ilrt9e Ipr w[! /CA['Mtl lMt[A HK6
4w ti rNM 1.0q4,«4t,pt tn,
�Rt �•..1\tr.pyl\ w111 N V.\t!Y t w tw
aat 1„1`/�,-z K •.N4.\w 1 4 YtW YbNt Mt tr;wl 's' j'�I
u1V
tnN049n 1 .•.I=wa,NIW rO JOwMrtat 1-.r•'
rVDat. •Ytw rnll.w 1.,., _
p1i1,6 FII ND.4l UN IWM r0 4t-..U4 t«4
N 14LLD' _t ifyw,�q 4Wll.
Ee. ww, Na,n:
• aqt•vwtl+t nLi..•w wa.lo 1•,n
tn�« Y9t;l.w twr Wn,
INH, tMt4,,wN[•
STANDARD MARMOLE r 1 rIH[wHr{ towulat tYpi[Y[NT
' MINIMUM 4'-0" DEEP "^' lw""""°"
PIPE BEDDING CLASSES
wt Da.ou.roYs reran .c:
SEWER STANDARD DETAIL
t CITY OF RENTON
loot'vK41 DEPARTMENT OF PUBLIC WORKS sc�tten[Il,lw.
ENDING
OF FILE
FILE TITm OA G 0 90 -86
1985 C f5D
Aoe
A
f �