HomeMy WebLinkAboutWTR2701848(2) rd & ShaSdWkAvl&ug&Sg&tw_709
Contract Matiter l of 2
BEGINNING
FILE TITLE
OLW 7FO �
CITY Of RENTON
Water ProfaCt W - 709
9" P.R.V. Stations
At
S 23rd ,t and Shattuck Ave S
INDEX
Summary of fair PraCtlees/Affirmative Action Program, City of Renton
Scope Of Work
Vicinity Map
Instructions to bidder
Call for Olds
*Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO
aCertlfic4tlO0 of EEO Report
*Minority and Wamens Business Enterprise Participation
-Certification of Bidder's Affirmative Action Plan
-Combined Affidavit and Certification form:
Non-Colluslon
Antitrust Claims
Minimum wage form
-bid Bond form
-Proposal
as.hedule of Prices
Bond to the tity of Renton
Contract Agreement
EEO Compliance Report Semple form and Instructions
Hourly Minimum wage Rates
Environmental Regulation Listing
Hourly Minimum Wage Rates
Supplemental Provisions
Special Provisions
Standard Plans
Documents marked a above must be erecuted by the Contractor, President
and Vlce-President or Secretary Sf corporation by-laws permit. All pages
must he signed. In the event another person has been duly outhot'eed to
execute contracts, a copy of the corporation minutes establishing this
authority must be attached to the bid document.
CITY Of RENTON
Public Works Dept.
Renton Washington 9B055
AWARDED T_ Contract No CAG
10
BID PROPOSAL & SPECIFICATIONS I
FOR
WATER PROJECT W-7 09
8" P.R.V. STATIONS
AT
S. 23RD ST. AND SHATTUCK AVE. S.
CITY OF NENION
PUBLIC WORKS DEPARTMENT
MUNKIMI bun DINQ. 700 MITI .Yl 5
RINION, w.SN 98055 . 12061715 2631
AWARDED_ Contract No CAG _.
TO
I
,AyN ,,`� .
BID PROPOSAL & SPECIFICATIONS
FOR
WATER PROJECT W-709
8" P.R.V. STATIONS
AT
S. 23RD ST. AND SHATTUCK AVE. S.
CITY Of RfNTON
PUBLIC WORKS DEPARTMENT
MUNI{;IPAI OU11DING, 100 MIEI AVE 3
REN,oN. WASH 91055 . IXMIns 263�
AtaIAI: •A^
CITY or RAN*oN
summuRT or rAIR PRArrTas POL:CT
ADOPM AT RAsozorlos X0. 2>AO
the Palim1 of the City of Rfntow is to promote and afford a;uat
treat;;*t am
esrvsee to at: eitissns and to stawr* equal employ-
went opportunity to at. persons repardloos of reef; *"ad; oolori
ethwietty; national oritim; saw; the proeonoe of a non-Job-relatsed
Phyeteet, oowsary, or "%fez handieap; ago; or marital status.
.his policy @hail be based cw sho principle* of equal employment
opportunity and affirrtioo action gwideiiwoo as *►t forth in
fide ra 1, o$atf awl local two. Al. department* of thf Ctty of
Benton that, adhere to she fettowing ouidoitwos:
!I1 t'MPLOrMENr PNACTICp - All aotivitie* relating to employ-
"at fY0 as re ern *went♦ e*leOtiow. Promotion, termination
and training shall be ovndueted in a non-d{ocriwino tort'
ttawnOP. Personnel desioiost vi:t be based on individual
P*rforw C�ti
anu, asoffing voquirowoato, and in accordance
wi tAo gavarwtw Oil Service Late and the agreement
bttvatm the 01ty of Renton and the Maahington state
Council of County and Cito Employees.
(ri Cp R��tASI.Qp ytrA 1&1AA RFGA;3 OROAXI:ATF2 - The City of
en am W66 aoopera e y v t'C—sTT"orr isations and
emw{atiens ergtai and tv promote fair prat et o*e and equal
oppertp{ty in ewp Saymont.
PROGRAN - the City of Renton Afrirna tire
mt as regrew a c e wainta{wod to faeilitato equttable
ropr000viet£on vith{n the city worhforo* and to Oscar*
squat amp larfnt opportwwity to 421. It *hat' be the
respvna{ ittty and duty of all City officials Rod amptoyv*o
to carry out tho pal£oics, ppuidoiinoo Red corrective
I'll urge am mat forth by tau
prop"'. Correotio*
ih.lrim*nm*Programs vmaanka a.atAblithod by the Mayor on
firmati Vf Action Committee for
thou departm*nts in vhich a Protected class of *mpteytat
if Yndar-ropruamted.
(U CONTRACTORS!' ,ItL.'GA7_V - ('on tractors, oubeontraotore an:i
supp.tar—�a nand gg.ot bkoiwuo with the City of R.ntan
shall affirm and eubooribt to tht Pair practices and son.
Di Oorimination policies sat forth by taw and in the
Affirmative Aeti*K Program.
..^apiu of this Policy aha:t be distributed to old City *mp:o etc
fhalt apPear in all OF*rational dooum*Masten of the .ito, tnatwding
Did of IIt, and the:: be prominently displayed in appropriate City
faoi,li ties.
CONCURRED IN by the City Council of the Ctty of Renton. Nash;ngtom,
this 21A day of Our 2000,
Or Ri Nf(JA: RERTOA C7T7 COUNCIL:
Mar:r Counoi: President
Attest:
Iesuail July 10. 1972
f;�dtt.yt �n Revised, 9, 1476
Revised: J=e 2. 1990
CITY OF RENTON
eater Project ■ - 209
8" P.R.V. Stations
At
5 21rd St and Shattuck Ave 5
SCOPE OF won
Tne work Involved under the terms Of this contract shall be the
Complete Installation of two dual oressure reducing stations In
the right-of-way of Shattuck Ave 5 at 5 23rd St. This shall
include the furnlshing and installation of approximately e
�lneal rest of a" Ductile Iron Pipe, two complete dual pliv
Stations Including all valves, fittings and appurtenances
Installed as shown on the construction plans and these
specification%, And the restoration of the protect area to Its
original condition.
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CITY OF RENTON
•, T• GE.111TM[NT OF YUYr.IC WO11Ff
705
_. . ' S. 23R0 8T. t° -s#47-7zcor.4Y .
.MC ) otu.rm _ . . a.rt FA'Q �V. rnew
`• � .rr.u.m y u.au 1 IC -
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 2:30 o'clock p.m.,
on the dato specified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
No Proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
2. The work to be done is shown on the plans. Quantities are understood to
be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
to add or to eliminate portions of that work as deemed necessary.
3. Plans may be examinee and copies obtained at -he Public Works Department
Office. Bidders shall satisfy them,elves as to the local conditions by
inspection of the site.
4. The bid price for any item must Include the performance of ail work
necessary for completion of that item as described in the specifications.
5. The bid price shall be stated In terms of the units Indicate . and as to a
total amount. In the event of errors, the unit price bid will govern.
Illegible figures will invalidate the bid.
6. The right is reserved to reject any and/or all bids and to waive Inform-
alities if it is deemed advantageous to the City to do so.
7, A certified check or satisfactory bid bond made payable without reservation
to the Director of Finance of the City of Renton in an amount not less than
52 of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders immediately following the decision
as to award of contract. The check of the successful bidner will be
returned provided he enters Into a contract and furnishes a satisfactory
Performance bond covering the full amount of the work within ten days after
receipt of notice of Intention to award contract. Should he fall, or refuse
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-explanatory. No opportunity 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. 7/15/81
City of Renton Call for Bids
water Projett v - 109
8• P.W.V. Stations
At
5 25rd St end Shattuck Ave S
Sealed bide will be received until 2:30 p.m., ■ed. March 26, 198A
At tna City CIOW S office and will be owned and Publicly read in the
Ath floor conference room, Renton Municipal Building, 200 will Ave. South.
the motk to be performed within 30 working days ?rem thu (jet, of
Commencement under this contract shall Include, but not be limited to:
The work involved under the terms Of this con,rect small be the complete
Installation of two dual pressure reducing stations in the right-of.way
Of Shattuck Ave S at S 2Ard St. This shall include the furnishing and
Installation of apprpwlmately 78 ilneal feet of 8• Ductile Iron Pipe, two
complete dual PRV Stations including all valves, fittings and
appurtenances Installed as shown on the construction plans and these
specifications, And the restoration Of the Ot Ofact area t0 its Original
Condition.
The City reserves the right to reject any and/or ail bids and to valve
Any sno/or all lnformallties.
Approved plans And speCificstiOna and form Of Contract documents may be
obtained at the Public Works Department office at the Renton Municipal
Building for a deposit of 1 35,00 each set plus 1. 5.00 to covet
postage, If mailed. The deposit will be refunded upon return of the
Plans and Specifications in 9000 Condition within thirt, days after bid
opening. The mailing charge will not be refunded.
A certified Check of bid bond in the amount Of five per^ant (St) of the
total amount of each bid must acroepany each bid,
In* CIW S felt Practices and Non-Olscrinlnation Policlfs shall apply.
�7lat
Mu ine E. Motnr City Clack
Published:
Record Chronicle: March 7 A la, 1966
Daily Journal bf COMMOtCet March 12 i 19, 1966
CERTIFICATION aY PROPOSED CONTRACTOR, SUSCONTMCTOR AND a1TPLIEP ktah"ING EQUAL ORLOMM, OPPCRTMITY
awe O lltm ntre[tOr ro_.ect at,
INS t=lows
This certification is required pursuant to Federal Easontive Order 11746. The imPl~nting rules and
regulations provide that any bidder or prospective cortracter, or any of their proposed subcontractors
and SUPPllere. Shall state as an initial part of the bid or nagitiations of the contract whether it hat
participated an any previous contract or subcontract Subject to the equal opportunity clause: and, if
ac, whether it has filed all eowplunce reports due under applicable instructions
TheCity hat heretofore adopted Resolution 2340 under date of June 1, 1980, arndang • "rair practices
Policy.' &s isPle"nted by an -Affareatiw Action ProgrsP+- therein asendlnq the Pol:a, of the City of
Renton to prosote and afford equal treatpent and nrvicv to all -Itissns and to
"Sur u e equal ployYtent
opportunity based on ability And fitntst to All persons reeardl.aa of racer cread: color: ethnicity,
national origin: sot: the presence of a ion-job-related physical, sensory or mental handicap, woe or
"rital Status. This policy Mall likewise apply to all contractors, subcontractors and suppliers
cODductanq buaineba wltr the City of Menton who in turn shall affirm and subsecibt to bald preott"s
And policies. The aloreMntionad provisions Mall not apply to contracts Or Subcontracts for otandard
cossercial suppliers or raw materials or tares or organlsatlons with less Men eight employ", or
contracts Of less than $10,000 business per annry with the City.
When the Contractor'Subcenttae.or'Supplier (hareinafttr retorted to as Ma Contractor, is required by
the City of Menton to oubw:t an Affirs,tiva Mtion Plan, the Min~ Acceptable Pricer, .qo of ainarity
"ployment will be that percentage which to currently listed in -AppenJia I- (City of Kenton "GIs and
TinetabloS, in the published City of Menton Affiraitive Action Prooram, i.e. 9.1%. This Proorau is
available for r"lw, at the Nunlcipal building.
The undereigntd contractor therefore covenants, atipu.stes and &areas that during tht Porto,seance of
this contract he will not ditcrisinste against. Any person in hiring, proaCcing, discharging. comCah-
"ting per any other torer or condition of esplcyaent, by reason of such person's status, reference
the (111 [Ate90r1O1 listed in para. 1 above.
Contractor further agress that he will take &flare,tivo And continuous action to faoure full compltance,
with such policy and prograw in all respect, it boinq strictly understood and agreed that failure to
COaply with Any Of the tor" of said provisions Mall be and [onatituto a saterial breach of this
contract.
Contractor Shall, upon request and/or at soon as possible thereafter. furnish unto the City any ash all
information and report, required by the City to detorwano whether full COM11an1re has been "do by the
contractor with wad policy and progr" and contractor will permit access to his boost, records and
accounts by the City for the purpose of investigation to ascertain such coltli&nce.
Contractor further aeknawledges that he hie received a true and cape+tote copy of the Clty's •►air
Practices Policy.*
Cant Act ens ca -On t
MITIFICATION by: CONTRACTOR _ or SUBCONTRACTOR _ Or SVPPLIEP
NAM I
ADDREER:
REPRESERTATIItSi _
TITLE: y PNM'F:
I. Comer&[tor:+subcontraetgr/bvpp liar has participeted in a previous contract or subcontrect sublet
to the Equal opportunity Cleo Nr _Yes _No
♦. CORP..sn[t roppo"a "re required to be filed In cOOntctaOO with such contract or soboantractr
j. Contractor/Suboontraetor'Supplier has filed all compliance reports d" under applic"It
lost ructions: _Yea _No
6, if cower to Stew t if 'NO", Plssss aaPl&in it detail on reverse aide of Nis certification,
CEI(TIrICAT10Ni The information above 36 true and c mplete to the best of my knowlwdge and belief.
Shan. and It e uSigner D oase type Or print
gnature _ ate
Meviowed by City Authority: Doto:
"'. I " V
CERTIFICATION OF EQUAL EWLO)'-WNf OPPORTUII'1 REPORT
Certification with regard to the Performance of Previous Contracts or Sub-
.ontracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder , proposed subcontractor hereby certifies that he has
has not .participated in a previous contract or subcontract subiect to We
equal opportunity clause, as required by Executive Orders 109.5, 11114 or
and that he has has not filed with the Joir, Reporting
Committee the Director ZTITe Office —O"ederal Contract Coop. ante, a Federal
Government contracting or administering agency, or the former t.esident's
Committee on Equal Employmant Opportunity. all reports due under the applicable
filing requirements.
(Company)
By.
(Title
Jate:
dote: The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (11, and must be
submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10.000 or under are exempt.)
Currently. Standard Form 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
report covering the deliquent pertad 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. 4/83
PUBLIC WORK OR DIPROVEMENT
PARTICIPATION CERTIFICATION: REF, F,W 15.22.650
CONTRACTS EXCEEDING $10,000 (OR $15 000 FOR uATERMAIN CONSTRUCTION)
NINORITY BUSINESS :.NTERPRISI.S (ME)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WME)
(BUSINESSES OUNEJ AV OPEPATED BY WOMEN)
Contractor agrees that he shall actively solicit the M. oyment of tinority group
ambers. Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to @aid minority bidders on the basis of substantially equal
proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
bid. As used in this sacclon, the term "ninority business" means a business at
least fifty—one percent of which is owned by minority group members. Minority
group members include, but are not limited to blacks, women, native Americans,
Orientals, Eakimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
establishing minority status in accordance with criteria cited shove.
To be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will he deemed a part of the
resulting contract. A bidder's failure to submit this certification or subvis,lon
of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
_ Certifies that:
Name o! Bidder
(a) it (does) (does not) intend to sublet a portion of the contract work and
(has) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
(b) the contact$ made with potential minority business enterprise subcontractors
and the results thereof are listed baow. Indicate whether MBE or WME and
identify minority group. (If necessary, use additional sheet.)
MBE Min. Or. WMBF
❑(Name of Fitm, Bid item, Results of Contacts) ❑
2. ❑ ❑
3. _ ❑ ❑
4. ❑ ❑
S. ❑
Mr.!Ms, has been designated as
the liaison officer for the administration of the minority business enterprise
program for this firm.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
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:
17 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 emplo,lees,
and the total contract amount with the Cit> during the current year is
less than $10,000."
Company Nate --
BI:
TiT tTe— --
OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
Company Date
BY:
Title
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
:1 Goals and 'Timetables of Minority and Female Utilization, and
31 'Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
Company at6"e
BY:
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (51 working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
I) Goals and Timetables of Minority and Female Utilization, anJ
3) Specific Affirmative Action steps directed at increasing Minority'
and Female Utilization,
Company atyC—e-
BY:
Title
Rev. 9/9/7S
City of Rmlton
Combined Affidavit L Certification Form,
Non-Col lusiam.Anti-Trust. era Minimum we"
IN=-Federal Aid)
NON-COLLUSION AFFIDAVIT
Being duly sworn, d*p0$a• and far.. that n• 1, M, ident.c.l parsM no submitted
the foregoing proposal Or old. end that Such bid Is Farmers and not an"or col-
Wslve or Mae In Ire interest or or behalf of enV person not thormin named. and
f arth*r, that the Wponent nos not alractlr Induced or $Oiiclted ant other Bidder
or fha "u mgwnq work Or S9u'Paant to put In a show bid, or any .roar person or
corporttlen to refrain frog. bidding. And that dapoMnt Mt not In any manner
sought by coliuslon to secure to himself Or to any other person any advantage
over other Bidder or Bidders.
AND
CERIIf ICATION RE: ASSIGNMENT OF
MITI-TRUST CLAIM TO PURCHASER
vendor and purchaser recognize that In actual sconomic prortico overcharges
resulting from anti-trust violation are In fact u54011V borne by the purchaser.
Therefore, voeaor hereby *$signs to purchaser any and all claims for turn over-
charges as to goods and material$ purchased in connection wIM this order Or
contract, mvgpt as to Overcharge, resulting from anti-t.uw, •.Hati Mt cow-
m•nUng after the all. of tna bid. 9uotariOn, o, other went ••trim.hinge the
Price unMr this Order Or contrast. In addition, vendor warrants and reor*,enis
that each of his suppliers and hmbCdllracto,% %hall &$sigh any and all Such
claims to purchaser, subject to the aforameandvNd O.Ception,
AND
MINIMUM WOE AFFIDAVIT FORM
1, the undersigned. having bean duly sworn, dmpo%ed. Say and certify that In
connection with the perform,, of the wO,a of In,, project, 1 wIII pay each
CIOSSiflcation of laborer, workmen, or mechanic •alloyed in the perforMnc.
of such work; hot lob than the Prevailing rate of wage or not last than the
minimum rato of asgas as i"cified in the principal contract; that I have road
the about sod 1,w*gcinq sisfolNna and Corllf,Cata, snow the contents thereof
and the substance as at forth th.haln it true to my knowledge had belief.
FOR, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCNAM
amp MINIMUM MAGL AFFIDAVIT
Name of Project ----- --
.— N.r oT Iad.r s 1,m
Signal.,. of AUMorlt•E Repr�sentatlw of Bidder
Subur lbed and sun to before as on In,a day of
19 —
Notary PWl le in and for 1M State
of Washington
Residing of
BiD BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash,
or Did bond in the amount of E which amount is not less than live
Percent of the total bid.
Sign Here
BID BOND
Know All Men By These Presents:
That we, as Principal,
and as Surety, are
held and firmly bound into the City of Renton, as Obligee, in the penal sum of
Dollars, for the payment
of which the Principal and the Surety bind themselves , their heirs, executors,
administrators, successors and assigns, , intly a,., severally, by these presents.
The cond'tion of this obligation is such that if the Ubligee shall make any
award to the Principal for
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
accordance with the terms of said proposal or bid and award and shall give bord
for the faithful performance thereof, with Surety or Sureties approved by the
Obligee; or if the Principal shall, incase of failure to dr so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, as panalty and liquidated damages, the amount of this bond.
SIGNED, SEALED AND DATED THIS _ DAY OF lg
Principal
urety
19
Received return of deposit in the sum of E
PROPOSAL
TO THE CITY OF RENTON
RENTON, WASHINGTON
Gentlemen:
The undersigned hereby certif_ that i has examined the site of the
proposed work and ha__ read and thoroughly understand_ the plans,
specifications and contras 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 coney 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 cf
;id should be shown. Show unit
prices both in writing and in
figures.)
Signature
Address
Names of Members of Partnersfip:
OR
Name of President of Corporation
Name of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at
Water Project Y - 709
8' P.R.V. Stations
At
S 23rd St and Shattuck Ave S
UOMEDIJLE OF PA2I CIEB
..,,... ..... ...s.. .r. ... ...... ... ..r........ ... ..... ...... .. ...
..... .. ..... ..... .. ..... .,.... ... ........ ... .......
....... .... ....... .. ..... �... ...... ........ .
--------------------------------------------------'--------------- -----
IITEMI APP'l1Olt, f ITEM IA M LIMIT PRICED DID 1 LIMIT PRICE 1 A1101IMT t
1_NO- 1 DLMMTITY 1(94it Prices to ee erittvp is agrdUlDULLM CTB IDDL.ILIIf CT6 I
------------______________________________
I SCHEDULE A' ' i ,
1 01. 1 2 P.R.V. Station in Concrete Vault tI
i t Each Cco0lots. I
I I
1 1 Per Each (11ords) tFijurul ,
1 t t
1 02. 178 S' Ductile Iron Pico I I
I Lineal Foot: (Tyton Jointi
i 1
' Par Llnoal loot
I ,
1 03. 1 1 1 P Bata Valve e/ t
I 1 Each Cast Iron Valve Boa 1 I I
1 I I I
1 Per Each I �— --
t I I I
1 Ot. 1 1 B' on B" Tooping Tee and Valve o/ ,
Each Cast Iron Valve Be. I
I
1 1t
I I ►w Each .__.—.— �_ _ ,.
I I I I
1 OS, 2 1' Air and Vacuue Release Valve I
I Each Assaobiy o/ :set Iron Rotor Bo. 1 1
1 I
I
1
106, 1 : Standard S' RVO Fire Hydrant I
Each Assembly ,
Per Each 1 ,
1 I
07, 10 Portland Count Concrete for 1 ,
Cubit Yard Blocking 1
I
t 1 1
Per Cubic Yard I
OB. IC Asphalt Concrete Paveunt 1
ton Class B I
I t ,
� 1
l Per Ton ,
Palo - 1
alter Project Y - tog
r P.R.Y. Stations
At
S 23rd St and Shattuck Ave S
IM"K DUL.E OF rFt I=Km
•w•f.• M1. w./.r. f.. waa rfrp. wII .af.wfl... .. ..... .....• .� rfr
.Y.f r. .wrM. M.. Yw.♦ rr1..• Iw r..w Y..r II.Y... .wr M...
f.wru.• ..w.. .w. ..f...w •. er..r r.r. .w.aa .....��.•
11TEM1 APPIW1t. � IT{M M1TH UNIT PRICED CID 1 UNIT P'FtICH 1 MONdt t
I W.1 GUMMY MY i(ratt prices t. ►a mitt.• is pgfds) lggLLM CTC 1 w CT>t 1
------------------------------------------------------—
t 1 SCHEDULE V f I I t
of. I IO 1 5/0' Nines Crushed Nock for 1 1
t Ton I Top Course and Trench Ackflll 1 {
i t 1 1
l If 1 t
t I 1 Per Ton loordsl I M purest 1 1
I I 1 1 1 I
i 10. 1 100 1 Extruded Asphalt Concrete Curb 1 1 {
1 1 Lineal Footl t 1 1
I 1 I I 1 !
I I f
1 1 1 Per Lineal Foot I I I
1 I I 1 {
t It. i t t Catch last" Type I u/ connecting iI !
I I lack I Pipe sea saddle I t l
t 1 I t i I
I 1 1 i I I i
t t 1 Per Each I t 1
1 t 1 I
subtotal Schodule -A- p
a.1% Sales Tax g
Total Schedule •A• g
' +;r
JLh UULL Ut FKILLJ
(Note: Unit priors for all item, all extensions and total amount of
Did seat be shown. Show unit prices in both words and figures
and where oonflicc occurs the written or typed words shall Prevail.)
ITEM APPROX. ITEtl WITH UNIT PRICED BID UNIT PRICE AMOUNf
NO. QUANTITY Unit Prices to be written in W"dJ DOLLARS CTS. DOLLARS CTS.
THE L ERSIGNED BI DER HEREBY AGREES TO START CONSTRU ION WORK 0 THIS PROJECT, I�
AWARD HIM, NO IA�ER THAN TEN (10) DAYS AFTER FINAL C ECUTION ANI TO L LETE WITI IN
WOLKING DAYS A ER STARTING CONSTRUCTION.
DATED LT _THIS DAY 0
ACIJKW EKINT OF �ECEIPT OF ADDENDA:
NO ATE
ATE
ATE
SIGNED
TITLE
NAME OF COMPANY
ADDRESS
CITY/STATE/ZIP
TELEPHONE
CITY OF RENTON I STATE CONTRALTO $ I —
BUSINES LICENSE ! LICENSE
BOND TO THE CITY Of RENTON
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned
as principal, and corporation organized
and existing under the laws of the State of as a surety
corporation, and qualified under the laws of the State of Washington to became surety
uoon bonds of contractors witn municipal corporations, as surety are jointly and
severally held and firmly bound to the City of Renton in the penal sum of
S for the payment of which sum on demand we bind our-
selves and our successors, heirs, administrators or personal -epresentatives, as the
case may be.
This obligation Is entered into in pursuance of the statutes of the State of Washing-
ton, the Ordinance of the City of Renton.
Dated at , Washington, this day of , 19
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Ordinance for Resolution) No. 2295 providing for
which contract is re erred to herein and is made a part hereof as though attached hereto),
and
WHEREAS, the said principal has accepted, or Is about to accept, the said contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth;
NOW. THEREFORE, it the said
shall faithfully perform all of the provisions of said contract in the manner and within
the time therein set forth, or within such extensions of time as may be granted under
said contract, and shall pay all laborers, mechanics, subcontractors and materialmen,
and all pec,ons who shall supply sold principal or subcontractors with provisions and
supplies for the carrying On of said work, and shall hold said City of Renton harmless
from any loss or damage occasioned to any person or property by reason of any care-
lessness or negligence on the part of said principal, or any subcontractor in the per-
fgrmance of said work, and shall indemnify and hold the City of Renton harmless from
any damage or expense by reason of failure of performance as specified in said con-
tract or from defects appearing or developing in the material or workmanship provided
or performed under said contract within a period of one year after its acceptance thereof
by the City of Renton, then and in that event this obligation shall be void; but other-
wise It shall be and remain in full force and effect.
Revised: 8/I6/83
I Of 7
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this _ day of , 19_
by and between THE CITY Cr RENTON, Washington, a municipal corporatior of
the State of Washington, hereinafter referred to as "CITY" and
hereinafter referred to as "CONTRACTOR."
WiTNESSETH.
1) The Contractor shall within the t stipulated, (to-wit: within
working days from date of commencement hereof as required by the Contract,
of which this agreement is a component part, perform all the wo•k and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation servicei necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
in connection with the City's Project (identified as No.
for improvement by construction and installation of:
All tree foregoing shall be timely De,.ornmd, furnished, constructed,
installed and completed in strict conformity with the plans and spec-
ifications, including any and all addenda issued by the City and all
other documents hereinafter enumerated, and in full compliance with all
applicabl± codes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished
2of 7
Contracts Other Than Federal-Aid FNMA
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract.
2) The aforesaid Contract, entered into by the acce�xacce of the Contractor's
bid and signing of this agreement, consists of the following documents,
all of which are component parts of said Contract and as fully a part
thereof as if herein se. out in full, and if not attached, as if
hereto attached.
a) This Agreement
b) instruction to Bidders
c) Bid Proposal
d) Specifications
e) Maps d 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 in writing thereof,
or fails to complete said work with such time, or if the Contractor
shalt be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
account of the Contractor's insolvency, or if he or any of his
Rev. c/83
Contracts Other Than Federal-Aid FHWA 3 of 7
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notice upon him and his surety of its
intention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-compliance of
any provision of the Contract shall cease and satisfactory arrangement
for the correction thereof be made, this Contract, shall, upon the
exp ; 'ion of said ten (10) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
provided, however, that if the surety within fifteen (15) days after
the serving upon it of such notice of termination does not perform the
Contract or does not commence performance thereof within thirty (30)
days fror, the date of serving such notice, the City itself may take
over the work under the Contract and prose jute the same to completion
by Contract or by any other method it may deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
liable to the City for any .xcess cost or ,ther damages occasioned the
City thereby. In such event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances, equipment, plants
and other properties belonging to the Contractor as may be on site of
the project and useful therein.
4) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
Contracts Other Than Federal-Aid FHNA a of 7
5) Contractor agrees and covenants to hold and save the City, its offi,,rs,
agents, representatives and employees harmless and to promptly indemnify
same from and against any and all claims, actions, damage,. liability
of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury
and/or damage to property arising from or out of any occurrence,
omission or activity upon, on or about the premises worked upon or in
any way relating t0 this Contract. This hold harmless and 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
tc 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 atto^ney's fees incurred or paid by the City
in Connection with such litigation. Furthermore, Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements hereunder.
6) Any notice fro- 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
5 of 7
Contracts Other Than Federal-Aid FHMA
notice as heretofore specified shall be given by personal delivery
thereof or by deposit,ng same in the United States nail, 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 . formance of the Contract not later than working days
from the date of commencement For each and every working day of delay
after the established day of completion, it is hereby stipulated and
aq,,ed that the damages to the City occasioned by said delay will be
the sum of
as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
8) Neither the final certificate of payment nor any provision in the
Contract nor partial or entire use of any installation provided for by
this Contract Shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
work and pay for any damage to other work resulting therefrom which
shall appear within the period of one (1) year from the date of firil
acceptance of the work, unless a longer period is specified. The City
will give notice of observed defects as heretofore specified with
reasonable promptness after discovery thereof, and Contractor shall be
Contracts Other Than Federal-Aid FNWA 6 of 7
Obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cos: and expense of Contractor.
9l The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, prpnress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining
to the Contract as may be re4ursted by the City from tine to time.
M The Contractor shall furnish a surety bond or bonds as security for the
faithful performance of the Contract, including the payment of all
persons aoe firms performing labor, on the construction project under
this ra,tract 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 be
duty licensed as a surety in the State of Washington.
111 The total aauunt of this Contract is the sum of
----------- which includes Washington
State Sales Tax. Payments will be ciade to Contractor as specified in the
"Special Provisions" of this Contract
Rev, 4183
Contracts Other Than Federal-Aid PHWA 7 of 7
IN WITNESS WHE,EOr, 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 -ITv OF RENTON
Fre_ident artner er - -- yoga r --
ATTEST:
ecretary My Clerk
d/b/a
-Firm Name
Individual_ Partnership
Corporation _ A Corporation
Late o ncorporat 10n
Attention:
If bu,ines; is a CORPORATION, name or the corporation should be listed in
full and bosh President and Secretary must sign the contract, OR if one
signature is permitted by corporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
if business is a PARTNERSHIP, full name of each partner should be listed
followed by dr'b/a (doing business as) and firm or trade name; any one partner
may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the nvr- of the owner should
appear followed by d/b/a and name of the company.
COStRACTOR,fSUBCONTRACTOR G`.�Y O�
REPORTING PERIOD
MOMTNIY MIVlP011ER UTILIZATION REPORT � } Month: Year:
To be submitted to the City's project Goals and Timetables as committeJ
Engineer during the let week of following 1, in Contractor's Affirmative
mointh while contract is in progress. Prix N Action Plan
Conti Actor is responsible for obtaining and
zubmittlnq all Subcontractor Reportg. or per City's Plan 9.1 1
To (Nato aed lecatioa of Caepliance Agency Dept.l From: twsse end location of ceotractor)
This report is required by Executive Order 11246, Section 203. Failure to report can
result in sanctions which include suspension, termination. cancellncions or debarment of
contract.
2. 3. A. f b.
lino- Total otal
work Hours of xaplorsent (see footnote) rity nuebor usber
of of
Claasl a. e. • . tilt or minorit Eepby.
r Sea- a xia- er� Aa id n; So41 total raDlor- to,
Compare s ease ILD.1 Tn de tlens Tots Black pan le rndlar. h e e'le wT tee
AD
Tr
Tr
r
C caparyy f1<:a.'a na ura an a ;L to Signed 9. a *Plotw humber
(Include Area Code)
Rev. ::-1; (•Males i hales, eeMitlorities a Non-minorities) Page oC
80 (Submittal Requirements L City's Goala/Tixtablex) -- --
INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON)
The Employment Utilitation Report 1s to be completed by each subject contractor
(both prime and subcontractors) and signed by a responsible official of the
company The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on
the project for each employee level in each designated trade for the entire reporting
period. The prime contractor shall submit a report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project.
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . , . . Citv of Renton (administering department)
Contracto. . . . . . . . . . . . . . . Any contractor who has a qualifying
construction contract with the City of
Renton.
1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable
EEO bid conditions.
3. Work-hours of Employment . . . . . The total number of hours worked by all
employees in each classification; the total
number of hours worked by each *minority
group in each classification and the total.
work-hours for all women.
Classification . . . . . . . . , . The level of accomplishment or status of
the worker in the trade. (C - Craftworker -
Qualified, Ap - Apprentice, Tr - Trainee).
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours
worked of all work-hours worked. (The mum
of columns b, c, d and a divided by colimn a.)
S. Total Number of Minority
Employees . . . . . . . . . . . Number of minority employees working in
contractor's apgregate work force during
reporting period.
6. Total Number of Employees . . . . Number of all employees working in contractor's
aggregate work force during reporting period.
• Minority is defined as in•:luding blacks, Hispanics, American Indiana and Asian
and Pacific Islanders - both men and women.
RE"�PIREM£NTS FOR THE PREVENTION OF ENVIRONMENTAL
POL CES
In accordance with the provisions of Chapter 62, Laws of 1973,
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:
Kink County Ordinance No. 1527 requires Buildit,g and Land
Development ivision an y raulics Division review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Se• vices. Reivew by Hydraulics Division.
Kin Count Ordinance No. 800, No. 900 No. 1006 and Resolution
o. o. o. O. an o. contained
in King LOUnty Code litles 8 and 10 are provisions or disposi-
tion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
Solid Waste.
Puget Sound Air Pollution Control Agencv Reu lation 1: A regu-
lation to control tie emission o air contaminants 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.
WASHINGTON STATE DEPARTtiENT OF ECOLOGY
W.A.C. 18-02: Requires operators of stationary sources of air
contaminants to maintain records of emissions, periodically re-
port to the State information concerning these emissions from
his operations, and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation 1 .
R.C.W. 90.48: Enacted to maintain the highest possible standards
to ensure t Ee 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 of ail known available and reasonable methods
by industries and others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to throw,
drain, run or otherwise discharge into any of the water of this
State any organic or inorganic matter that shall cause or tend
to cause pollution of such waters. The law also provides for
civil penalties of $5,000/day for each violation.
R.C.W. 70.95: Establishes uniform statewide program for handling
so t 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. 76.04.370; Provides for abatement of additional fire haz-
er an s upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building, roads,
campgrounds, and school grob) . The owner and/or person respons-
ible is fully liable in th- ,vent a fire starts or spreads on
property on which an extreme fire hazard exists.
R.C.K. 76.04.010: Defines terms relating to the suppression or
a ateme�nt�orest fires or forest fire conditions.
R.C.W. 70.94.660: Provides for issuance of burning permits for
a aat ng or—prevention revention of forest fire hazards, instruction or
silvicultural operations.
R.C.W. 76.04.310: Stipulates that everyone clearing land or
clearing right—of-way shall pile and burn or dispose of other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses, or at such other times as the
department may specify, and in compliance with the law req:,iring
burning permits.
R.C.W. 78.44: Laws governing surface mining (including sand,
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 :,il requirements for surface mined
anT�recTemation.
W.A.C. 332-24: Codifies requirements of R.C.K. 76.04 pertaining
to an c earing and burning.
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13, 1902 : Author-
izes Secretary 01 Army and Corps of Engineers to Issue permits to
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and
specifications.
Section 404 of the Federal Water Pollution Control Act (PL92-500
R Stal . Authorizes the Secretary o the Army, acting
ttNrough tie orps of Engineers, to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may be denied if it is determined that such
discharge will have adverse effects on municipal water supplies,
shell fish beds and fishery areas and wildlife or recreational areas.
MISCELLANEOUS FEDERAL LEGISLATION
Section 13 of the River and Harbor Act rch 3, 1899:
Provides that discharge o re use wit u ovpd a
into navigable
waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the 11. 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 , Resolution No. 25789 requires an unclassified use
permit 0r 1 1ng, quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation subse.
quent to these activities. A -opy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Ma—n�a eme nt Act e71 requires a permit for construction
on rate s ore�.�acquired by Public Works and reviewed
by Building and Land Development Division.
Kin$ County Ordinance No. 1688 requires pereit for grading, land
u11s, grate p1ts, umping, quarrying and mining operations
except on County right-of-way. Review by Building and LanJ Develop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GM:E
Chapter 112 Laws of 1919. Requires hydraulics permit on certain
Projects. ing7o`unty Bepartment of Public Works will obtain. )
WASHINGTON STATE DEPARTMENT OF ECOLOGY
4r+.A.C. 111,121: Requires a National Pollutant Discharge Elimination
ystem permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372-24: Permit to discharge commercial or industrial waste
waters into 5tstv surface or ground water (such as gravel washing,
pit operations, or any operation which results in a discharge
which contains turbidity. )
tti.A.C. 508-12-100: Requires permit to use surface water.
K.A.C. 508-12-190, Requires that changes to permits for water use
e revlewe y t e Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12-220: Requires permit to use ground water.
W.A.C. 508-12-260: Requires permit to construct reservoir for
Water storage.
W.A.C. 508-12.2i'O: Requires permit to construct storage dam.
W.A.C. 508-60: Requires permit to construct in State flood
contro tone. King County Public Works securesonefor design.
Contractor secures ure for his operation (false work design, etc . 1 .
.t-
PERMITS REQUIRED FOR THE PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76.04.150: Requires burning permit for all fires except
r5—r sWen outdoor fires for recreational purposes or yard debris
disposal. Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.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. 76.06.030: Cutting permit required before cutting merchant-
a e trm er.
R.C.W. 76.08.275; Operating permit required before operating
power equipment in dead or down timber.
R.C.W. 78.41.080: Requires permit for any surface mining opera-
tion Inc u ing sand, gravel, stone, and earth from borrow pits) .
UNITED STATES ARMI' CORPS OF ENGINEERS
Section 10 of River and Harbor Ac eh , 99: Requires
nri 3e8
permit or construction (other thin S. Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) .
FIRE PROTELTION DISTRICT
R.C.W. s2a2u or0i 52. 28.020 52.28.030 52.28.040 52.28.050a:
ilurer s
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 Braid ee
Act o Marc , an Generalri ge Act o as amended
u ust moires a permit for construction o� bri3ge on
naviga a waters (King County Department of Public Works will
obtain) . King County Department of Public works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit: Section 4(f) of Department of Transportation
Act , National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY
Section 9.02(d) (2)(iii) of Re ulation I : Request for verifica-
tion of popu ation ensity. ontractor should be sure his opera-
tions are in compliance with Regulation I , particularly Section
9.02 (outdoor fires) , Section 9.04 (particulate matter- -dust) ,
and Section ).15 (prevcnting particulate matter from becoming
airborne) .
-4-
PERMITS REQUIRED FOR THE PROJECT - Continurd
ENVIRONMENTAL PROTECTION AGENCY
Title 40 Chi tp er Ic, Part 61: Requires that the Environmental
rotectzon gency be notif'i� 5 days prior to the demolition of
any structure containing asbestos material (excluding residential
structures having fewer than 5 dwelling units) .
The above requirements will be applicable only where called for
on the various road projects.
Cipies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building, Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no addit.onal compensation shall be made.
All permits will be available at construction site.
•5-
HWY-K32320-AA PREVAILING MINIMUM K LRLY WAGE RATES OECENbEk 09. 1985
GCCUPATIONt FLAGGERS
LOCATION: CLAILAM, CFAYS MARBUR. ISLANC. JEFFERSON, KING. K1M6APi L'E W S.
MASCN. PACIFIC INCATM CF WANKIAKUM COUNTY NORTHERN BOUNDARY
EXTENCEC CUE WEST TO THE PACIFIC OLEAW. PIERCE. SKAGIT.
SNCMCMISM. TMURSTCN. WEATOCM CCUNTIES. AND YAKINA COUNTY ITHAT
PURTION LYING HEST OF 1HE 12070 MERIDIAN).
-NINGE BENEFITS
IGIAI HCLPLY HENEF17S 3.43 A/HR.
WAGE RATES
GCCUPATICN OCCUPATION STATE
CODE DESCRIFTICN RATE
260-UOIO FLAGGER 10.78
260-0020 FIAGPEN --
OTHEK
260-9010 STATES UVEPTlME - ALL MOLRS WAKED IN EXCESS
CF B HUURS PER DAY OR 40 hUURS PER MEEK SHALL
of PAID Al CAE AMC ONE HALF TINES THE REGULAR
NATE OF PAY.
C1TY OF NFNICK
WATER SYSTEM PROJECT
PAGE 1
HMY-R3ab O-AA PREVAILING NIN1MUM NOORLY WAGE RATES DECEMBER 09. 1965
OCCUPATICN: LAECRFFS
ISE►ER 6 hA1ER LINE CCNSIRLCTICNI
LCLAI ILN: LL ALLAM. GRAYS HARLIUR. ISLAND. JEFFERSCN. KING, KIISAP. LEhIS,
MASON PACIFIC 1NCRTH CF WAHKIAKUY CGUKTY NCRTHERN BOUNDARY
FATE, tL OUE 1.ES1 TO THE PACIFIC CCEAhl. FIERCE. SKAGIT.
SNLhLMIJF. THURSTON ANC WHATCOM COUNTIES.
FRINuE HFNEFIIS
HEALTH ANU WELFARE 1.75 5/HR.
PENSION 1.55 S/HR .
TRAINING FUND .13 S/HR.
WA1it RATES
ULCLPATICA CCCUPATICN STATF
CODE DESCRIPTICK RATE
360-0010 GENERAL LAbCRER 13.80
36C-002C P1PElAYFR 14.20
260-UO3C TOPMAN 14.14
CITY OF RENICK
WATER SYSTEM PROJECT
FACE 2
MMY-R3232J-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER 09. 1985
UCL UPATION9 PCWFR ECUIPMENT CPERATCRS
I SEWER 6 WATER CUNSIRUC71C64
LULATIChi ChEI[h, LLALLAM. COUGIAS (TRA. PCATION WH10E LIFS WEST OF 1HF
1201E MFRIDIAN). GRAYS HARBOR. ISLANC. JEFFERSCN. KING. KITSAP.
KITTITAS. LEW1S. MASUN. PACIFIC INURTH OF A STRAIGHT LINE FROM
THE SCUTRFRh SCUNCARY CF LEWIS COUNTY EXTENDED WEST TO THE
PALIFIL UCEANI PIERCE, SKAGII. SNOHOMISH. ThURSTUN. WHATCCM ANC
YAKIMA COUNTIES.
FRINGE 8FKFF115
REALTH AND WELFARE 1.95 I/HR.
FEhSICN 2.00 A/RR.
TRAINING FLNO .21 3/RR,
WAGE KATES
CCCUPATIC? CCCUPATIJN STATE
CODE OESCFIFTICN RATE
GROUP 1
!SC-004C BACK FILLER 16.92
58J-003C BACKRUE 1T8C CASE IYPk AND LARGER KITH 16.92
ATTACRMEhTSI
58C-OILC LEAP 16.92
580-012C CRANE 16.92
580-0130 GITCRING MACHINE 16.52
58C-015C UO2FR (ALL CAT. TYPE 0-3 A6U LARGERI 16.92
580-0160 ORACLIN2 16.92
590-0190 FRONT-k NC LCAOER 12YCS. ANG OVER! 16.92
`.80-021C MFCHANIC 16.92
580-022U MkC�ANIL WELUER 16.52
580-024( MCTCF GRAUEF 16.92
580-031C SCREED 16.y2
560-0'30 SRCVFL t3 YOS. ANC UNDER) 16.42
56C-L.JC SIC( BOCM (ALL CAT. TYPE 0-3 AND LARGER) 16.92
GROUP 2
5WU-0020 bALKRCE '680 LASE TYPE AND SMALIfR WITP 10.425
ATTACHMENTS)
580-OOSO BENLING MACHINE 16.425
58J-U060 BLOM TRUCK ISTATICNARY ) 16.421
580-OOIC BURING MACHINE 16.425
CITY GF RFNTON
WA1FR SYSTEM PROJECT
PAGE
HWY-R32320-AA PREVAILAKG MIAIMUM HCLRLY WAGE RATES CECEMBER 09. 1985
OCCUFAT1LNs FCWER ECUIPMENT UPERATORS
ISEWER A WATER CONSTRUCTIOkI
LUCATIUN: CH=LAN. CLALLAM. DOUGLAS (THAT PCRTILK WHICH LIES WEST rF TFE
120TH MEPICIANI. GRAYS HAR8UR. ISLAND, JFFFERSUN. KING. KIISAG.
K1711 W. LEWIS. MASCA. PACIFIC (ACRTH OF A STRAIGHT L ".E FROM
THE SOUTHERN BOUKDARY LF LEWIS LLUNTY EATENOEJ WEST TU THE
PALIf IC IIFANI PIERCE. SKAdIT. SNOHOMISH. THUk STUN. WHATCOM AND
YAKI04 CCLKTIES.
WAGS RATES
ULLLPATILK CLCUPATICk STATE
CODE OESCRIFTICN RATE
GRJUP 2
5bC-009C CUMPACTGRS 16.425
580-U14C UOlER IANY TYPE SMALLER THAN LAI U-31 16.42S
580-0170 CNIILS ILER(I TYPE) 16.425
58D-016C FRCN7-E6C LCAUER MADER 2 VC.1 16.425
560-0200 GIN TkUCK 16.425
580-023U NFLHANICAL CkEASfR ILAR(F CREASE 7kULK) 16.425
SBC-027C PAVIKU MACHINES 16.425
580-02RC PCI Fik EMAN IENUIKE �,PEkAIEU ABOVE 3 BeL.I 16.475
58U-0300 NELLFAS 16.425
58U-032C SERVICE PLUM 16.425
58J-0340 SIDE boom IANY TYPE SMALLER THAN CAT 0-31 16.475
58C-C3EC IRACTAlk 16.425
bdO-038C 4FLL PAINT SYSTEM 16.425
GkCUP 3
500-ODIC AIK CCMPRESSCR 14.46
580-JU8O CHAIN TYPE CITCHER IOIILF WITCHI 14.46
580-0IIC CLNLPETF SA► 14.46
580-026C UIL-GREASER 14.46
580-0250 CILEP 14.46
56C-C25C PLMP 14.46
580-ODIC WELDING MACHINE L4.46
L17V OF RENIUN
WATER SYSTEM PROJECT
FACE 4
�1
9
Hwy-K3232J-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMAER 09. 1985
OLLUPATIUN: PCOEF EL LI PFENI CPEFtTCRS
$SEWER I WATER COhSIOULTIONA
LULATICN: CHFIth. CLALIAM. CCUGIAS ITFAT PCRTIUN WH10' LIFS %EST OF IMF
120Th MFRIOIANI. GRAYS MAABOR. ISLAND. JEFFERSON. KING. KITSAP.
KI7TITAS. LE%IS. MASON. PACIFIC INURTH OF A SIRA14iMT LINE FROM
THE SCLTHFRN PLUNCARY IF LE%IS CCUNTY EXTENCFC wFST TO ThE
PACIFIC OCEAN$ PIERLL . SKA4IT. SACHOMISM. ThOFSTOA. WHATCCM ANC
VAKI►A CCUNTIFS.
OTHER
580-991J STATE: OVERTIME-ALL WORK PERFORMED IN EXCESS
(F 8 HOURS CFR DAY CK 40 hUURS PFR *fFK AND
ALL WCKK FERFORMFC EN SATURLAYS IEXIF97 KAKE-
UP CATS) ANC SUNCAVS SMALL BE PAID 47 CAE AND
CNF-FALF IIRFS TFE REGULAR RATE OF PAY.
ILL WUNK PERFORMED CN HOLIDAYS SHALL BE PAIU
A7 (LUJLE TFE REG'.LAR RATE OF PAY.
CITY CF FFNT(IN
wA7fR SYSTEM PRCJECT
PAGE S
KOV-R32320-AA PREVAILIkG NIkIPUP MCLRLY WAGE RATES DECEMBEA 09. 1995 -�..
CCCUPATIONL SUFVEYCRS
LOCAT(CNt CLAIIAP. CFAYS HAFdOR. ISLAKC. JEFFERSCN. KING. KITSAP. LEk IS.
MASON. PACIFIC. PIEWCE. SKAG11. SNOHCMISH. TMURSTCk ANC WPATCCM
CCLk11FS.
FK It16E BENEFIIS
TOTAL (4CLRLV BENEFIT - PARTY CHIEF 1.SC $;HR.
7041 MCLALV PFNEFIT - INSTRUMENT 1.00 A/HR.
PER SUN
TOTAL IMCGRLY BENEFIT - GMAIN PERSON .TC 6/MR.
MUE RATES
ULGUPATIUN OCCLPAIICN STATE
CCOE DESLRIPTION RATE
U C-CCIC CHAIK PEkSCk 8.25
'20-0040 INSTRUMENT PFkSUN (JUN(Ck ENGINEEKI 11.00
T20-00T0 PARTY LHIEF (ASSISTANT ENGINEFRI 11.50
OTHER
T20-9010 STATE: OVERTIME - ALL HLLRS WCRKED IN EXCESS
CF K HOURS PER DAY 00 10 $'CURS PER MEEK SMALL
of PAID AT CAE AKE LNE-FAIf TIMES THE PECUL4R
RAT( Cf PAY.
CITY CF PFNTON
WAIEN SVSIEP PRCJECT
PAGE E
NNY-R32320-AA PREVAIl1AG NIAIMUM HCLFCY WAGE FATES UkCEMSER 09. 1965
CCCU►ATICNL TEAMSTERS
LULATIONL CLAIIAP. GRAYS MARBOR, ISLANL. JEFFEASCN. KING. KITSAP, LEWIS.
MASON. PACIFIC IMORIN CF THE NNKIAKUP CCUNTY NORTHERN BOUNCARY
EXTENCEC CUE WEST TO Ttf PACIFIC OCEAN), PIERCE, SKAGIT,
SNUIICMISN♦ THLASICN, AND WNAT(CM CCUNTIE$.
FRIh Ct BENEFITS
HEALTH AAD WELFARE 1.89 A/I+R.
PENSION 105 A/HR.
WAGE RATES
UCLUPATICN CCCUPATICN STATF
CODE UESLRIPTICh RATE
GRCUP 1
7)C-064C LFVERPAN AKE LCACERS AT EUKKERS ANO 17.06
RATCf- PLANTS
730-12U0 SWAPFFA I7.Ct
13C-Id IC WAREHOUSk PAN AND CHECKERS 11.06
GRCUR 2
73C-13CC 1FAP CAIVER 17.11
GRUUP 3
730-OLIO BULL LIFTS. OR SIMILAR ECUIPMFNT USED 1N 17.1t
ICADING CA LNLGADING TRUCKS. TRANSPORTING
MATERIALS ON JOB SITES:NAREHOUSIN4
NO-0140 6US CA FPFLEYFE MAUL 17. 1t
73C-0200 DUMPSIERS. AND SIPILAR ECUIPPENTLTLURNC- 17.16
RCCKENS. TGURNOWAGUN, TULRNOIRAILEN, CAT OW
SERIES. TERRA COOSA, LETCURNEAU. WESTINGNOUSE
ATHLV WAGON. EUCLID* 7WU AND FOUR-WHEELEC
PCWFP TRACTLR WTM IRA ILER AND SIMILAR TGP-
ICACFO ECLIPPENT TRANSPORTING MATERIAL ANC
PERFORMING ►ORK IN TEAMSTER JURISGIC7ICNIUUMP
TRUCKS, S10E, ENC AND BCITCH DUMP, 1NCLUOING
SFMI-TRUCKS AND TRAINS CA CCPBINATIONS
IEEREDFIUP TO AND INCLUDING 5 YARDS
730-0610 fUEL TRUCK. GREASE TRUCK. GREASER, BATTERY 17.16
SFRVICt PAN AND/CR TIME SERVICE MAN
CITY Cf PFNTCN
WAIER $V$Itm FFC46CY
FAG* 7
HMV-RI2320-AA PREVAILING M1h IMUM LCURLY WAGE RATES DECEMBER OS. 1S85
OCCUPATIONS TEAMSTERS
LOLATILht CLALLAM. CRAYS hARBUR. ISLANC. JEFf ERSUN. KING. KITSAP. LEWIS.
MASCh, PACIFIC (NCRTH CF THE WAhK1AKUM COUNTY NORTHERN BOUNDARY
FATENCEC OUE %EST TU THE PACIFIC CK.EAN) . PIERCE. SKAGIT.
SNCH(MiS),-. ThUFSTCN• ANC WhATCCM COUNTIES.
WAGE kATFS
CLI.UPATICh CCCUPATION STATE
CODE GESCRIFTICh RATE
GkOUP 3
73G-110U SLISSCRS TRUCK 17.1t
73C-135C 1kACICk. SMALL RUEPER-TIRCC IwHEN USED WITHIN 17.16
TFAMSTEF JURISOIC11GN1
73U-I ?'G VALUUM TRUCK 17.It
730-20GC .AIER kAULN AhU TANK TRLCK: UP TC 1600 17.1t
GAL L LNS
730-2200 W1hCP TRUCKi SINCIE REAR AXLF 17. 16
720-2220 wkECKEk. 1CV TRUCK ANC SIMILAR EGUIPMENT 17.16
URCUP 3A
130-C4tC FLAOF01Y SPREADER II.49
GROUP A
730-0500 FLAIPEC TRUCK. DUAL REAR AXLE 17.27
GRULP S
730-OORC DUGGYMU3ILE ANU SIMILAR 17.33
130-0670 HYSIFR CFTRATORS LhAJLINC BULK LOOSE 17.33
AGUPFGATESI
730-1140 STRAGULE CARRIER TRUSS, FVSTF.R AND SIMILAR) 17.33
730-2010 WATFR WAUCN AND TANK TRUCK: LOGO GALLONS 17.33
IU !CC.) GALLLNS
UkLUP h
13C-150C IkANSIT-MIX. 0 IC AND IACLUCING 4.5 YUS. 17.37
CITY CF PFNTLN
WATER SYSIFN FkC4ECT
PAGE B
HNY-k32320-AA PNEVAILINB lU P3MUN HCLA\Y WAGE RATES DECEMBER 09. 1995
CCLUPATICAS TEAMSTEPS
LUCATICN: CLALIAP. GFAYS HARBOR, ISLANC. JCFFERSCN. KING. KITSAP. LEY1S.
MASON. PACIFIC INOATH CF THE VAHAIAKUM CCUNIV NORTHERN BOUNDARY
EXTENCEC CUE NEST TO T}E PACIFIC OCEAN). PIERCE. SKAGLI,
SNOHCMISH. THLRSICN, AND NMATCCM CCUNTIES.
WAGE RA79S
UCCUPATICN OCCUPATION STAIF
CODE OESCRIFIICN RATE
GRLUP 7
730-021C OLPFS7ERS. AND SIPILAP ECUIPMFNT:TCURNC- 17.38
RCCKERS. TOLRNOWAGON. TCUANC7RAILER. CAT UK
SERIES. TERRA COBRA, LETCURNEAU. WESTINGHOUSE
A1HEV wAGCN. EUCLID. TKC A" FOUR-11HFELE1
POWER TRACTOR wTH TRAILER AND SIMILAR ICP-
ICA-°D EQUIPMENT TRANSPCPTING MATERIAL AND
PERFLAPING VORK IN TEAMSIFA JURISCICTICNSDUMP
TRUCKS. SICE. ENO AND BCITOM DUMP. INCLLDIKG
SEPI-TRUCKS AND TRAINS CA COMBINATIONS
TNEFFOFSOVER S YARDS TC AND INCL. 12 YARDS
130-U41C EXPLCSIVF TRUCK IEIELO MIX) ANU SIMILAR 0.38
FCLIFMENT
730-071C LUwBED AND HEAVY OLTV IRAILERI UNDER 50 17.36
TONS CROSS
73C-I(aC SLLRRV 7ALCP DRIVER 1T.38
130-111C SNU-GU ANC SIMILAF EGUIFPEK7 17.38
730-2210 wIKCF TRUCKS DUAL REAR AXLE 17.38
GkUbP 7A
730-0910 OIL DISTRIBUTOR DRIVER (ROADl 17.49
CITY OF FFNICK
NAIER SYSTEM PROJECT
PAGE
FAY-R32320-AA PkEVAILIhG MINIMUM 14OURLY WAGE RATES DECEMBER 09. 1985
GCCUPATIUN: TFAMSTERS
LOCATION: LLAl1AM. GFAYS HAROOk. ISLAND. JEFFERSCN. KING, KITSAP. LEWIS.
MASLN. PACIFIC WORTH OF THE RANKIAKUM LUUNTY NURTHER14 BCUNOARY
FKIFNCFC CLF WEST TC 7FF PACIFIC CCEANI. PIiK rE. SKAGIT.
SNUMCMISI-. THLRSION• AND MMAICCM CCUNTIES.
kAot RATES
UCCLPATICh CCLUPAIICN
STATE
CODE
UE SLRIPTIUN PATE
.iKCUP M
730-022C ULAPSIEkS• AND SIMILAk ECLIPMENT:1CUNNC- 11.44
PCCKERS. TOURNOMAGON. 70LRNOTRAILEk. CAT DM
SFRIFS, 1ERkA CCIFA• IFTCUFNEAU. MESTINGIOUSE
ATMtY I.AGON. EUCLID• 7kC ANU FOUR-MMEfLFC
PCOFP TRACTOR MTF TRAILER AND SIMILAR TOP-
LCADtD FCLIFMEhT iRANSPCRTl14G MATERIAL AND
PERFORMING ►ORK IN TEAMSTER JURISUICTICN:DUMP
1PULKS. SICF- ENC ANG 807TOM DUMP. INCLUO Mi
SFMI-lh UCKS AND TRAINS CA CCMBINA7IONS
TFEREUF:UVEA LI YARDS TO AND INCL. It YARDS
G%CUP 9
73C-J10C BULK CEMENT IANKkA 17.49
730-0230 CUMPSIERS. AND SIMILAR FCUIPMFNT:TLURNC- 17.49
RCCNFkS. ICLRKC-ACCN. TCURACTRAILER. CAT Ck
SERIES. IERkA CUBRA. LEICLPNEAU. UESTIhGFCUSE
ATFEY 4.AGCN. EULLIC. TMC AND FOUR-MHEELEC
PO►EP IRACY(R MTM 76AILFS ANC SIMILAR TCP-
LLAUEU EQUIPMENT IRANSPCR71NG MATERIAL AND
PFRFCMMIN4 kURK IN TFAMSTFk JURISL'ICTIUN:DUMP
lkLCKS. SIDE. ENO ANC BCITCM DUMP. INCLUC1NG
SFMI-TRUCKS AND TRAINS CA LUMBINATICNS
TFFFFLF:CYEk It. VAPCS 1C ANC INCL. 20 YARDS
73U-2015 6A1FF kAGCN AND TANK TkLCK: CVER 30JO GALLLNS 17...9
UkLUF 10
13C-C12C BLII LIFTS. CR SIFILAR ECUIFMFNT USFC IN 17.51
L040146 UR UNLOADING TRUCKS, TRANSPORTING
MA7EFIALS Ch Joe SITFS:CiFEP THAN MARFMLSING
CITY CI, iNTUN
WATER SYSTEM FFCJFCT '
FAGF 1C
HWV-R32320-AA PREVAILING MINIMUM FCGRLY WAGE RATES GECEILBFR G9. 1905
CCCUP.110N2 TEAMSTERS
LULAT1CN2 CLALLAM, GRAYS HAPBUR, ISLANC. Jf FFEk$ON. KING. KITSAP. LE►l%.
MAS(lN. PACIFIC INCkTH IF THE ►AHKIAKUM CUUNTV NOkTHFRN BOUNDARY
EXTENCED OUt WEST TL THE PACIFIC OCEAN). PIERCE. SKAGIT,
SNCHL0I5F. THUNSTCN• ANC WEATCOM COUNTIES.
WAGE RATES
LCLUPAT ICN CCLUPATIGN SPATE
CCUE CESCRIFTICN RATE
GROUP 11
130-1SIO TRANSIT-MIK USED EXCLUSIVELY IN HEAVY 17.54
CCNSIn- ICVEP ♦ VCS. TC AAC INCL. 6 YOS.1
GKCJP 12
730-001C A-f FAMt CF FVORALlfl ThGCKS CA SIMILAR 17.64
EQUIPMENI KHEN A-FRAME CA HYORALIFT CA
SIMILAR EQUIPMENT IS IN LSE
GROUP 13
730-0240 JUMPSTLAS. ANJ SIMILAP tCU1PMENT21LUkNC- 17.66
R(CKFPS. TLJRNUWACCN. TFURNGTRAILER. LA1 DW
SERIES. TEkRA CLIFA. lkl(LPKFAU. WESTINGFCUSE
ATFEV nAGGN. EUCLID. TMC AND FOUR-104EELFO
PLWFR IRACTCR WTF TRAILER AND SIMILAR TOP-
LCAUFII FGLIPMENT IRANSPCRIING MATERIAL ANC
PEkFCRM1NC WUKK IN TEAMSIER JURI SOIL TICN:DUMP
IRLENS. SIDE. END AAC b(TTCM DUMP. INCLUCING
StMI-TKUCKS ANU TRAINS LP CLMBINATICKS
TFEPEOF:LIVER 20 YARDS TL AND INCL. 30 YARDS
13C-072C LL%bfO AND HEAVY CUTY TNA1lf R2 50 TCNS 17.66
GAUSS TO AND INCLLOING I(C TONS GROSS
GROUP 14
730-152C lRAN517-MIX LSEU FXLLLSIVFLV IN HFAVY 17.70
CLN$IP.:UVER 6 YDS. TO AND INLL. E VDS.
CITY LF FENTUN
WATEF SYSTEM FRLJECT
GAGE 11
MWY-R32320-AA PREVAILING MINIMUM NCURLY M4tiF RATES DECE14BER as, 1S1BS
U(.CUPATION: TEAMSTERS
LCCAIICN: I:LALLAM, CPAYS HARBUA. ISLAND. JEFFFRSGN. KING. KITSAP. LEVIS.
MASCN. PACIFIC INCRTM CF THE VAMAIAKUM CUUNTY NORTMFRN BOUNDARY
EXTfKCEC Out WEST TO Till PACIFIC OCEANI . PIERCF. SKAGIT.
SNCHCPISH. 1HURS7CN. ONE WhAT(CM COUNTIES.
WAGE RATFS
CCLUFATICK CCCUPA:ION STATE
CLUE OESCRIPTICK RATE
GRUUP is
730-O25C GLMPSTENS, ANO SIPILAR FGUIPMFNT:TOURNO- 17.82
ROCKFRS, 1CLNNCVAGON. TCLRKEIRAItFR. CAT OM
SEWIFS. TFRWA COBRA. LEICURNEAU. VESTINGHOUSE
ATHEV I.A.(N. EUCLIC. INC AND FOUR-MLEELEC
POKER IPACTCR VIM TRAILER ANC SIPILAR TCF-
LCACED EQUIPMENT IRANSPCRTING MATERIAL AND
PFRFCI41" KCRK IP TEAPSTER JUKISCICTICN:DUMP
IkUCKb- SIDE. END AN() BCITCM DUMP. INCLUCIKV
SFMI-TRUCKS AND TRAINS CR CCMBINATIONS
IHFAEUF :OVEN 30 YCS. TC AKC INCL. 40 YES.
730-11730 LUMBEU AND HEAVY OLIV TRAILER: OVER IOC 17.82
TCKS GRCSS
GROUP 16
730-I53C IPANSIT-Mix USED EACIUSI%ILV IN HEAVY 11.86
CCNSTV.:CVFR 8 YES. IC AND INCL. 10 VOS.
GROUP 17
730-026C CUMFSTLkS. AND SIMILAR ICUIPMEN7:IOURNU- I7.G8
RCCKFRS. 16URNOWAGCN. TCURNCTRAILFk, CAT DM
SERIES. TERRA COBRA. LEICURNEAU. VESTINGHOUSE
ATHEY RACCN, EUCLIC. TVU AMC FOUR-WHFFIFC
PLKEF 1VACTCR VTH 7FAIL(P AND SIMILAP TCP-
LUAOLU FOUIPMENT TRANSPORTING MATFk1AL AKD
FFPFCNMING VCRK IN TFAMSIFR JUK ISCICT WN:DUPP
1RUCMS, SIDE. END AND 8C1TCP UUPP. IKCLUCINti
SEMI-7kULAS AND TRAINS CM COM81NAlIONS
T MEFECF:C YFR 40 YARDS TC ANC INCL. 55 YoROS
CITY CF RENTUN
WAIFK SYSTEM PFCJECT
FADE 12
11RY-K32J20-AA PREVA1LIhF MINIMUM FGGRLY WAGE RATES DECEMBER 09. IVBS
OCLUPATIUN: TEAMSTERS
LCLAI ICN: CLALIAM. CRAYS HARdUK. ISLAND. JEFFERSON. KING. KITSAP. IEWI' .
MASCN. PACIFIC (hCRTM If THE WAHKIAKUM CGUNTY NURTHERN BOUNDARY
FXTEk CEC GUt WEST TO TFE PACIFIC OLEANI , PIERCE. SKAGIT.
SNCk(PISP. THURSILN. ANC WVATCCM COUNTIES.
WAGE RATFt
CCt.UPATICN C.CUPAIIOh STATE
CODE CESCRIFTICN RATE
GRCUP 18
130-1540 4INS:T-MIX USED EXCLUSIVkLY IN HEAVY 18.03
LC1151R. :CVER 10 YCS. IC AND ►NLL. 12 YCS.
GRCUP 19
/30-1550 TPANSI7 -11IX USED EXCLUSIVELY IN HEAVY 13.15
CLhSTR. '.UVER 12 YCS. IC AhD INCL. 16 YCS.
GRCUP 20
7JC-IS6C lEANSII-MIX JSEU EXCLUSIVELY IN HEAVY 18.35
LINSIK..UVER 16 VUS. IC AND INCL. 7C YCS.
GRCUF 21
i3C-i57C 1RAN517-PIA LSEO fXL1USIVkLV IN HEAVY 16.51
CUI.SIR.:JVtR 2C IDS.
GRLUP 22
i"t0-04CC FSLCRT DRIVER 11.06
730-1J20 PILL CAR 17.06
GRCUP 23
730-045C FIATREU TRUCK, SIKGLt REAR AXLt --
730-1010 FILM-UP TRUCK --
SMOLP 24
730-0810 MELFANIL HELPER 16.91
CIIY CF AFNTCN
WATER aYSTEN PROJECT
FALF 13
>T4
NMY-AA2320—AA PREVAILING MINIMUM MCLRLY PAGE R47ES DECEMBER 09. Im
OCCUPATION: IEAPSIEAS
LUCATIUN& CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSCN. KING, KITSAP, LEWIS.
MASON. PACIFIC INOATH CF THE WAFKIAKUM COUNTY NORTHERN BOUNDARY
EXTFNOEO DLE ►EST TC THE PACIFIC CCEANI, PIERCE. SKAGIT.
SNUMCMISM. THURSTON. AND WHATCOM COUNTIES.
MAGE RATFS
UCLUPATICN CCCUPAIICN STATE
CCOE DESCRIP/1ON RATE
GKLUP 25
73G-060G MELMANIC 17.50
CTFEA
13L—V735 STATE: FCF CCCUPATICN 73C-0260 IN GAGUP 17
ADO .15 1/HR. FOR EACH IC YARU INCREMENT OWN
55 YARCS
73C-473E SIAIEI O WaIlME—All •CAN PEPFCKMFC 1N EXCESS
Of E MOURS PER JAY OR 4C HCLRS PEP REEK. MON—
LAY THRGUGM FKICAY. ANC ALL MURK PERFORMED ON
SAILRDAYS SHALL BE PAID AT CNE ANC ONE— HALF
TIMES THE REGULAR PATE OF PAY.ALL •OAK PER—
fCRPED CN SUNDAYS AND fOIICeYS SMALL BE PAID
AT OCUBLE THE REGLLAA RAIF LF PAY.
CITY UM RFNTON
WATER SYSTEM FFCJECT
FAGE 14
1
i
1
i
1
i SUPPLEMENTAL SPECIFICATIONS
1
1
1
1
1
1
1
1
1
1
i
1
1
My Q Nona
sTADAo SPEc1sIaT106
THE STANORAD SPECIFICATIONS FOR ROAD, BRIDGE AND MNICIPAL CONSTRUCTION PROPAED BY TNE WASHINGTON
STATE DEPARTWENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AERICAN RELIC WOKS
ASSOCIATION 1964 EDITION SHALL BE HEREINOFTER REFEAED TO AS THE -STANDARD SPECIFICATIO6W 40
SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AD THE ORDIIINEES AD
OAARTER 7 THE CITY NE RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATION>
AS THOUGH SWTED IN THEIR ENTIRETY AD SWILL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL
PROVISIO6 HEREIN.
A COP' OF THESE STANDARD SPECIFICATIONS 15 ON FILE IN THE OFFICE OF THE PUBLIC WORLS DIRECTOR,
MNICIPAL BUILDING, FENTON, WASHINGTON MOSS, MERE TEY NAY BE EXAMINED AD COPIED BY ANY
INTERESTED PARTY.
WHENEVER REFERENCE IS MADE IN TIE STANDAO SPECIFICATIONS TO THE OWNER OP STATE, SUCH REFERENCE
SWILL BE CONSTRUED TO WEAN THE CITY OF RENTON, AD MERE REFERENCE IS WADE TO THE ENGINEER, Sur•.
REFERENCE SMALL BE C06TRED TO MEAN THE DIRECTOR OF PUBLIC WOWS, CITY OF FENTON, OR HIS DULY
AUTHORIZED REPRESENTATIVE.
NOTE: THE SPECIAL AND SUPPLEMENTAL PRINISIOS HEREINAFTER CONTAINED SINLL. BE IN ADDITION TO OR
SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH.
STAMmD RUBE
THE STAIpPAO PLANS FOR ROAD AND BRIDE COSTRCTION BY THE WSIIPCTON STATE OEPARTW@R OF
1RM6P0ATATION AID THE WASHINGTON STATE 04APTER OF TIE AERICAN RELIC VMS ASSOCIATION
(REV.O4/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH G-ITED IN THEIR ENTIRETY AND
SMA. APPLY EXCEPT AS AMENDED OR SUPERSEDED BY TIE CITY O FENTON STANDARD PLANS BOUND HEREIN.
A COPY OF THESE STANDARD P.PNS AND CITY OF MNTON STANDARD PLANS IS ON FI TE OFFICE OF THE
PUBLIC WOMS DIPECTON, MNICIPAL BUILDING, RENTON, WASHINGTON 98055 NA, BE EXAMINED
MD COPIED BY ANY INTERESTED PARTY.
HEADINGS TO PUTS, SECTIONS, FORMS, ARTICLES AND IAW-TICLES ARE 'NSERTED FOR CONVENIENCE OR
REFERENCE ONLY AD SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DDCLENTS.
SURPLO RAL AO SPECIAL PROVISIONS Snow
TNE SPECIFICATIO NOTED HEREIN ARE IN ADOIRION TO, OR IN LIEU OF, THE STAEwtD SPECIFICATIONS.
MERE SECTIONS ARE WAKED •REPLACEI-W SECTION' OR `PA{TIAL FODUMENT SECTION`, TNE
SPECIFICATIONS HEREIN AM TO REPLACE, OR PARTIALLY REPLACE, TNE STADARD SPECIFICATIONS NOTED.
MERE SECTIONS ARE MARRED •ADDITIONM SECTIONW, THE SPECIFICATIONS HIMIN ARE TO BE AN ADDITION TO
THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE NAMED •SW EYENT4 SECTION-, THE
SPECIFICATIONS HEREIN ARE TO NWT A 9PREENT TO TE STAEW 9PECIFICATIONS.
1-01 OTDIIT la AD TEAS
1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION)
WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE
WILL Y.SO INCLUDE THE CITY WERE APPLICABLE.
1-0.1.11 ENGINEER ,REPLACF)EMT SECTION)
THE DIRECTOR OF PBLIC WOWS, ACTING DIRECTLY OR TIAQOH MIS AITHORIIED REPRESENTATIVES.
1-01.23 SECPETAAV, SECRETARY OF TRANSPORTATION W4LEIENTAL SECTION)
THE CHIEF EIECUTI : DEICER TO THE DEPARTMENT SAL, ALSO REFER TO THE DIRECTOR OF RELIC WOWS.
1-01.26 STANDARD SPECIFICATIOS (ADDITIONAL SECTION)
OTHER CERTAIN REFERENCED STANDARDS, AS =0 IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF:
ANKH AMERICAN WATERWORKS ASSOCIATION
ANSI AERICAN NATIONAL STANDARDS
ASA AERICAN STANDARDS ASSOCIATION
ASIR AERICAN SOCIETY FOR TESTING AND MATERIALS
WE NATIONAL ELECTRICAL CODE
1-01.27 STATE (ADDITIONAL SECTION)
THE STATE SMALL ALSO REFER TO THE CITY OF RENTON 00 ITS kM40RIZED REPRESEMAT:VES MERE
APPLICAaE.
1-01.37 WORKING 1NiAWI4GS (REPLACEMENT SECTION)
THE TERM 'SHOP DRAWINGS- SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS O PROPOSED
WATERIA.S,EQIIPENT, METHODS O INSTALLATION, OR OTHER COSTRA,CTION PREPARED BY THE CONTRACTOR, A
SACONTRACTOR, OR A MMNiACTHUER AND 984ITTED FOR THE APPROVAL OF THE OWNER.
1-01.38 ACT OF GOD (ADOITIONAL SECTION)
-ACT OF GOO- MEANS AN EARTHQNAKE, FLOOD, CYCLONE, OR OTHER CATARYSMIC PHENOMENON OF NATURE. A
RAIN, WINDSTORM, HIGH WATER OR OTHER MATIAAI PEIOENW OF UASIUL INTENSITY FCR THE SPECIFIC
LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE KEN ANTICIPATED FROM HISTORICAL RECORDS OF THE
GENERAL LOCALITY OF THE WOE(, SHALL NOT BE CONSTRUED AS AN ACT OF GOO,
1-01.39 OR E4,IAI (ADDITIONAL SECTION)
WHERE THE TERM TOM E"L^ IS JSEO HEREIN, THE DOER. OR THE OWNER ON RECOMMENDATION OF THE
EMGIW':R, SMALL BE THE SOLE XDGE OF THE QAALITV AND SUItABILITV OF THE PROPOSED SUBSTITUTION.
1-01.40 APPROVAL IAOCITIOAL SECTION)
TIE TERM ^APPR3VA,^ OR 'APPROVE" SgLL WEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF O
THE OWNER.
SLOIsmartU S IrleEtiRm
MAY 01127/86) P§W 2
1412 am FlKamums AND LTVDITms
1-02.2 0.A6 AO SPECIFICATIONS (AERACE EXI SECTION)
COPIES W PLANS NO SPECIFICATIONS (BIDDING DOCUMENT 5) HILL BE ON FILE IN THE WMQM ENGITEEIRTE,
SECTION W THE C'TV OF PENTON MC OWLS DEPARiHENT 200 HILL AVENUE Slit, PENTON OR. )MISS.
BIOCI G OODAENTS MCY E OBTAINED AT TOE ARM OFFICE, OR BY OIL, ON RECPEI►T OF THE FEES AS SET
FORTH IN THE CALL FOR BIDS. WAKE 04M PAYABLE TO THE CITY OF PENTON.
1-0216(1) PROPRIETARY TMPTIOWTION
VENDOR SNOAD IDENTIFY CLEW ANY MATERIAL(S) WHICH CQNISTITUTE '(VALUABLE) FONNLAE, DESIGNS,
DRAWINGS, AND RESEARCH DATA' SO AS M BE DIEMPT FROM PUBLIC DISCLOSURE. " 42.17.310, O1 *1
MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT W THE BASIS FOR SAH CLAIM OF
EXI)FTION. THE 019PARTENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR W ANY REQ" FOR OISCLOSUE
W SWH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF EMISSION. FAILUE TO SO
LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE
WAS BEDH GIVEN SMALL BE OMED A WAIVER BY THE SL841TTING VENDOR T ANY CLAIM THAT SUON MATERIALS
ARE, IN FACT, $O DEW.
1-D2.12 R$IC WENINGS W BIDS (REPLACEMENT SECTION)
SEALED BIDS WILL BE RECEIVED, BY THE CITY W PENTON , MASHINGTON, B FILING WITH THE CITY CLERK,
NFNICIPAL WILDING. RENTON. WASHINGTON, AS PER THE CALL FOR BIOS AND W.LL BE OWED AM RIBLICLY
MEAD ALOUD.
1-03 AID AO EIECUIIOM O CONTRACT
1-03.1 LLF6IDERATIOR W BIDS (ADDITIONAL SECTION)
ALL BIDS WILL BE BASSO ON TOTAL SUM W ALL SCHEDULES W NRICES, b PARTIAL BIOS WILL BE ACCEPTED
L-%ESS $0 STATED IN THE CALL FDA BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER
TO AWARD ALL OR ANY SGEDLLE OF A 8I0 TO THE LOWEST BIDDER AT ITS DISCRETION.
1-0A SCOPE OF THE II
1-04.5 PROCEDIAE AND PROTEST BY THE CONTRACTOR (PEPLAACEMENT SECTION)
ANY QUESTIONS ARISING BEr*X% THE INSPECTOR AD THE CONTRACTOR OR HIS SPERINTENOENT W FOPWMN AS
TO TIE MEANING OR INTENT D ANY PART W THE PLANS AD SPECIFICATIOS OR ANY CGHTNICT DOCUMENT,
SHALL BE IMEDIATELY BROUGHT I THE ATTENTION W THE PUBLIC WOKS DIRECTOR OR HIS REPRESENTATIVES
FOR INTEWMETATION AC ADJJSTH NT, If WARRANTED.
FAILURE ON THE PART OF THE HULK WOWS DIRECTOR W HIS REPRESENTATIVE TO DISCOVER AD Comcem OR
REJE;T IMPROPER, (IETECTIVE OR INTERIOR NOW OR MATERIALS, BALL NOT BE CONSTRR'D AS AN ACCEPTACT.
W ANY SUCH WOK OR HATER IALS, OR THE PART OF THE IMPROVEMENT IN 041LA THE SAE NAY HAVE BEEN LMEi
TO PREVENT DISPUTES AD LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO TAT THE PIA IC
WOKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY W THE SEVERAL KINDS
W WOK EMBRACED IN THESE ONROVEIENTS. HE SMALL DECIDE ALL QET'IONS RELATIVE TO THE EXECUTION
OF THE WOK AD THE INIEAHETATION W THE PLANS AD SIECIFICAtIONT
SLQIe tA1 swifIatlms
(Rev 01/27/86) Page 1
1.4.5 CONTINUED
IN THE EVENT THE COTWTDR IS OF THE OPINION HE HILL BE DAWIGED BY SUCH INTERPRETATION, 1E SALL,
WITHIN 3 DAYS, NOTIFY THE ENGINEER Alp THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND '
ARM O THE DAYTGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE G1VTC OF SUCH NOTICE. IN THE
EVENT AN AGEflOT CANNOT THEM BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACT A WILL MH
APPOINT AN ARBITRATOR AD THE .0 SHALL SELECT A THIRD WITHIN 30 DAYS THOEIFTER.
THE FINDINGS Ap DECISION OF THE BOW O ARBITRATORS SHALL BE FINAL AO BINDING ON THE PARTIES,
U%LESS TIC AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AC
FILING A PETITION FOR REVIEW BY THE SAERIO "YRT O' KING COUNTY, WASHINGTON. THE GROADS FOR
THE PETITION FOR RFVIEA ARE LIMITED TO SOWING THAT THE FINDINGS AND DECISION:
1. ARE NOT RESPOSIVE TO THE QUESTIONS SUBMITTED;
2. 15 '.INTAARY TD THE TERMS OF THE CONTRACT OR ANY CONVENT THEREOF;
3. IS ARBITRARY AD/OR 1S NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE
ISSUES SUBMITTED TO ARBITRATION.
THE h AR➢ OF ARBITRATORS SNAIL W*GRT ITS DECISION BY SEINING FORTH IN WRITING THEIR FINDINGS AND
CONCLUSIONS RASED ON THE EVIDENCE ADDUCED AT ANY SKIT HEARING.
THE ABITRATION SHALL BE CODUCTEJ IN ACCORDANCE WITH THE STNfJTES OF THE STATE OF WASRINGTON AND
COURT DECISIONS GOVERNING SUCH PROCEDURE.
THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AID THE CONTRACTOR UNLESS :T 15
THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS
OR WITHOUT RFASONBLE FOIUATION. IN THE LATTER CASE, ALL COSTS SHALL BE BOOS BY THE CONTRACTOR.
THE VENUE OF ANY SUIT BALL BE IN KING COUNTY, WASHINGTON. AN; IF THE CONTRACTOR 1S A
NONRESIDENT OF THE STATE IF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE
SERVED, BEFORE 7AWENCIMG WORM UNDER THIS CONTRACT,
1-04.10 USE O MATERIALS FORD ON THE PROJECT (ADOITIGNAL SECTION)
ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL,
AT THE ENGINEER'S DISCRETION, BE CAEFULLY SALVAGCD AND DELIVERED TO THE CITY SOPS. ALL
SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND AWNRRTENACES, CATCH BASINS, AND STORM AN)
SANITARY MA, LE COVERS SHALL BE SALVAGED AID OELIVEEEC TO THE CITY SOPS.
ANY COST INCRIED IN SALVAGING AM DELIVERING SUM ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE
PF"CT AND NO COpENSATION WILL BE MADE.
1-04.12 WASTE SITES (ADDITIONAL SECTIONI
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, OLNPED, AMC SPREAD AT THE
LOCATIONS SELECTED BY THE CONTRACTOR,
THE CONTRACTOR FALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OHM WASTE SITE. ALL WOK INCLJDEC
IN T"S SECTION SHALL BE CONSIDERED M BE INCIDENTAL TO OTHER ITEMS OF NOW AND NO FURTHER
COItiL SCTION WILL BE MADE.
THE RQUTE THEN TO THE WASTE SITE SMALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A WNEA AS
DESCRIBED BLOW:
Supleeenfal SwIflca[lone
;Rev 01/27/56) Page 4
' 1.A.12 CONTIKED
TIE CONTRACTOR SMALL BE PREPARED TO USE WATER TAEYLS, POWER SWEEPERS. AND )ELATED EQUIPMENT AS
• DEEMED NECESSARY BY THE PU LIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG
THE ROUTE, PROMPT RESTORATION O THE ROUTE IS MANDATORY.
TWE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FDA ANY WASTE SITE TO BE USED.
COPIES O THE PERMITS AND APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING ANY WOK.
1-04.13 HELPS O WOW( (ADDITIONAL SECTION)
THE 'WORKING HORS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO
5:00 P.N. THE HOURS OF WOK MAY BE OIANED AT THE DISCETION OF THE ENGINEER WHEN IT IS IN THE
INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE.
1-OA.l4 CONTRACTOR'S COPIES OF CONTRACT DOO.W(TS (ADITIONAL SECTION
THE CONTRACTOR WILL BE SUPPLIED BY THE ORER WITH 5 SETS OF PLANS AMC SPECIFICATIONS. AT LEAST
ONE COMPLETE SET OF CONTRACT DOOIENTS, INCLUDING ONE FILL SIZE SET OF DRAWINGS, BALL BE KEPT AT
TIE SITE OF CONSTRUCTION 1N GUM CONDITION AND AT ALL TIMES AVAILABLE THE OWNER AND THE
ENGINEER. ADDITIONAL CONIES OF TIE CONTRACT DOCUMENTS, IF REWIRED, WILL FLIRNISHED BY THE
OWNER AT NET COST OF REPRODUCTION.
1-05 commm OF WOK
1-05.1 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION:
DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY So INCH MYLAR OR SMALLER SWEETS WITH DIMENSIONS IN
NATIPLES OF 8 1/2 BY 11 INCHES.
1-05.5(1) SUBMITTALS (NEW SECTION)
THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA,
CERTIFICATES, SAMPLES, TESTS, METHOD. SCHEOLA.-S, AND MANfACTURER'S INSTRUCTIONS AS REQUIRED TO
DEMONSTRATE FULLY THAT TONE MATERIALS AND EQUIPMENT TO BE FIM19ED AND THE METHOD, OF WORK COMPLY
WITH TIME RMVISIONS AND INTENT OF THE SPECIFICATIONS AD DRAWINGS. IF THE INFOKATION SNOWS ANY
DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATE14ENT IN WRITING
ACCOPANYING THE IN'ORATION. ADVISE Tr' ENGINEER OF THE DEVIATION AD STATE THE REASONS THEREFORE.
1-05.5(1) CONSTRUCTION STAKING (R6tACE7ENT SECTION)
THE ENGINEER SHALL HAVE THE RI94T TO WAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE 940MN ON
TIE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STt(ES AT DISTANCES NOT WATER
THAN 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE O THE WORK. WHENEVER WORK IS
IN PROCESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WOWER COMPETENT TO SET A BATTER BOAR
OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GLADE STAKES GIVEN BY THE ENGINEER.
SUCH EMPLOYEES SWILL HAVE THE DUTY AMC RESPONSIBILITY O PLACING APO MAINTAINING SUCH CONSTRUCTION
GUIDES A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE 16ED FOR ALL LINES SET ON A GRADE OF
0.50 PERCENT OR LESS. AT LEAST THEE BATTER BOARDS SHALL REMAIN IN PLACE ORINO PIPE LAYING
OPERATIONS. IF, THOUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE
RESETTING, A 90 SHALL BE DEJICTED FTON THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA
COST IN ENGINEERING REQUIRED FDA SUCH REPLACEMENT.
SAple tal sjmifiptlM
(Rev 01/27/86) Page 5
1-05.50) CONTINUED
TIE LASER METHOD OF ESTABLISHING WADE MY BE USED PROVIDING;
I. REQUESTS FOR USE LISTING EWIPME T, AD METHOD OR OPERATION ARE SUBMITTED FOR CITY REVIEW ,
AND APPROVAL AT LEI 1T FIVE DAYS PRIOR TO USE.
2. GRADES ARE CHECKED AT LEAST UILE EVERY 50 FEET AD AT LEAST 5 TAMES DAILY PY CONVENTIONAL.
METHODS
5. PROPER ANCHORING OF PIPE 15 PERFORMED IN LOCATIONS MERE A BOX IS BEING USED FOR EXCAVATION.
THE CONTRACTOR SMLL ARRACE HIS WON TO ALLOW A WASOMBLE TIME FOR THE SETTING OF STAKES FOR THE
MDR PULSE OF HIS OPERATION M PREVENT MOB( DELAYS WALE WAITING FOR CONSTRUCTION GUIDES.
THE CONTRACTOR SWAt RSSUE FULL RESPONSIBILITY FOR DETAILED DIME>SIOS AND FOR TRANSFERRING
ELEVATIONS OR MEASUREMENTS MEASURED FROM SILH STAKES AND MARKS,
DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 5 DAYS, ARE DEEMED A
RISK TO THE CONTRACTOR AD SMALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR
CONSTRUCTION TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYING SMALL BE C3610MO INCIDENTAL TO OTHER BID ITEMS IN THE
PRORMAL, AND NO FURTHER COMPENSATION WILL BE WAGE. UNLESS A BID ITEM FOR SURVEYING IS
SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES.
1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION)
MERE THE CONTRAC^R IS REWIRED TO PROVIDE COSTRXTION STAKING HE SMLL BE RESPONSIBLE FOR
SECURING THE SERVIA15 OF A PROFESSIONAL LAD SURVEYOR MD SHALL PROVIDE ALL SURVEY STAKING NEEDED
IN COLNAKCTION WITH TW PROJECT. THIS STAKING SMALL COLSIST OF, BUT NOT BE LIMITED TO:
ROADWAY CENTERLINE SANITARY SEWER
SLOPE STRING FIFE HYDRANTS
CURBS AND GUTTERS STREET LIGHTING
GRADING AND PAYING IADERGFKAUDING POWER 6 TELEPHONE
TELEMETRY TRAFFIC SIGNAL SYSTEM
STORM DRAIN SYSTEM PSPAL CO. A P.N.W.B. VAULTS
THE CONTRACTOR SMALL ASSUME FULL FEESPOSIBILITY FOR 'HE ACCURACY OF THE STAKING AMC SMALL PROVIDE
ALL REPLACEMENT STAKING OR RESTA(ING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH
THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING.
THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AM A SET HF THE FIELD NOTES
WHICH SMALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT.
THESE NOTES SWLL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE,
VALVE, BEHO, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWER, WATER SERVICE,
ICURB, GUTTER, SIDEWALK, AD ALL OTHER CHANGES IN ALIGNMENT OR GAADE AS MAY BE NEEDED TO DRAM
ACO.AATE AS CONSTRUCTED RECORDS OF THE PRO,)ECT. THESE NOTES SMALL BE KEPT LEGIBLY, 1N A FcAwT
CONFORMING TO GOW ENGINEERING PRACTICE IN A LAIRD COVERED FIELD -OAK SUPPLIED TO THE CONTRACTORS
SURVEYOR BY THE CITY ON REQUEST,
SWlewentAl Specllicetims
(Rev 01/27/86) Page 6
3-05.3t2) CONTINUED
THE LUMP SUN UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FILL COWEISAI ON FOR ALL SURVEYING
NEEDED TO CO S MICE THE INFROVENENTS TO THE LINE AND MADE PER THE APPROVED PLANS, AD TO PROVIDE
THE REQUIRED CONSTRICTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAVIENTS FOR THIS ITEM WILL BE
MACE IN CONNECTION WITH TIE MONTHLY PAY ESTIMATES BASED UPON AWN COMPLETED AS DETEMADWED BY THE
ENGINEER. ALL ROADIAI' STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND OARING AND ;PAVING
SHALL BE DOE AT A NINIMUN OF 25 FOOT CENTERS.
1-05.5(3) CONTRACTOR PROVIDED AS-WTLI INFORMATION
IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STAI ION, OFFSET,
AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES LPCOVERED OR CROSSED "ING HIS WORK AS
COVERED UNDER THIS PROJECT.
IT BALL FF THE CONTRACTORS RESPONSIBILITY TO HAVE HIS 9AVEYOR LOCATE BY OLNTERINE STATION,
OFFSET A _EVATION, EAON MAJOR ITEM OF WORK DONE ORDER THIS CONTRACT,
MAJOR ITEMS OF WORK 94ALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS:
MANHOLES CATCH BASINS AND INLETS
V4VES VERTICAL AD HORIZONTAL BENDS
JUNCTION BOXES CLEAOUTS
SIDE SEVERS STREET LIGHTS A STANDARDS
HYDRANTS MAJOR CHANGES IN DESIGN FPADE�.'
VAULTS CULVERTS
AFTER THE COPLETION OF THE WORK COVOR.D BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SMALL PROVIDE
TO THE CITY THE HAD COVER FIELD BOO (S) CONTAINING THE CONSTRUCTION STAKING, AD AS-BJI:T NOTES;
AND ONE SET OF W ATE PRINTS OF THE CONSTRUCTION DRAWINGS UPON MUCH It HAS PLOTTED THE NOTES OF
-,NF CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET O' WHITE .PRINTS OF THE CON RLCTION
DRAWINGS UPON WHICH HE HAS ROTTED THE AS-BUILT LOCATION OF THE NEW WW AS REOODED 1N THE FIELD
BOOK(S). THIS WAKING 94ALL Wi 9 THE SLRVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY.
THE -UP SW UNIT PRICE FOR CONSTRUCTION STAKING Y BE FULL COFENSATION FOR ALL SRVEYING
NEEDED TO CONSTRUCT THE IWROVE`ENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PRON:DE
THE REOUIREO CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THII ITEM WILL BE
MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMIMED BY THE
ENGINEER.
1-DINAR FINAL ACCEPTANCE iREPLACENENT SECTION)
THE CONTRACTOR 94ALL NOTIFY THE ENGINEER IN WRITING O THE COHFLETION OF Of Now WEREIP(M THE
ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COPLETION OF THE
WO9( IN ACCORDANCE WITH THE TERMS OF THE CONTR'I-T, AND SHALL THEREUPON RECMENO TO THE OWNER THAT
THE WORN( IS ACCEPTABLE, FINAL DETERMINATION I THE ACCEPTABILITY OF THE NOW %ALL BE MADE BY THE
000. ACCEPTANCE dY THE CONTRACTOR OF F(NA. COVENSUTION FOLLOWING FINAL ACCEPTANCE BY THE CITY
SHRILL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WOK UNDER THE CONTRACT, INOLADIM: ANY CL.AIN FOR
CHANGED CONDITIONS OR CHIMED WOK ORDERS OR EXTRA WOK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR
ADDITIONAL COMPENSATION.
1-05.15 METHOD OF SERVICE OF NOTICE (REPLACENENT SECTION)
WRITTEN NOTICE SHALL BE DEEFED TO HAVE BEEN (UT SERVED 1F DELIVERED 1N PERSON TO THE I DIvIULAL,
OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR
IF SENT P JEGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SIOIM IN THE CONTRACT DOC.NENTS.
SUD1eaAr,tM1 Spscl FScet LNu
(Rev 01/27186) Page 7
1-05.16 ERRORS AND OMISSIONS (MEN+ SECTION)
7 THE CORRACTOR, IN THE COIMSE O HIS ROM, BEDORES AMAE OF AWAY EwmS OR OMISSIONS IN THE
CONTRACT DOCUENTS OR IN THE LAYOUT AS GIVEN BY SLPVEV POINTS AD INSTRUCTIONS, OR IF HE IECOES
AWARE OF 40 DISCREPANCY BETREEM THE CONTRACT 003X TS AD THE PHYSICAL CODIIIOS OF THE
lOCAL1TY, RE SMALL MMEDIATELY IWOIM THE ENGINEER. THE DGLEER, IF HE DEEMS IT RECESSARr, SHV.L
RECTIFY THE MATTER AND "LSE TIE CONTRACTOR ACCORDIN(Sr. ANY
WOAX DOE AFTER SMH DISCOVERY, UNTIL AUTMOAIIED, WILL BE GORE Al THE CONTRACTOR-S RISK.
14FF tfAk NUTEO S ABD ME706OEOLrM To THE NRiEC
1-07,4 SANITATION (AGOITIOAL SECTION)
ALL EXPENSES TO INVBED IN SIDPLYING ACCESS, PARNMG, AND SANITATION FACILITIES SMALL A CONSIDERED
INCIDENTAL f0 LIE PAG,TECT AND NO COfEHSATION SMALL BE MADE.
1-07.7 LORD LIMITS (REPLACEMENT SECTION)
ALL ROTOR VEHICLES OF Tit CONTRACTOR, %8CONTRACT76, AMC WPLIERS SIAL:_ STRICTLY ADHERE TO CH.
46.44 OF TIC MOTOR VEHICLE LAWS OF TIE STATE OF WASHINGTON (1967 EDITION AD AAEHOHENTS THEwy I
IN RE:AW TO SINE, REIC HT, AND LOWS O MOTOR VEHICLES.
PAYMENT MILL NOT BE MADE FOR ANY MATERIAL THAT 15 DELIVERED IN EXCESS OF THE LEGAL VEIONT FDA
CHIC" THE VEHICLE IS LICENSED.
ANY VIOLATION OF THESE REGMATI05 SHALL BE REPORTED TO THE AFFECTED LAW EWCPCDV T AGENT.
THE CONTRACTOR 15 TO r � TO THE MALIC POA(S DIRECTOR A LISTING OF ALL HALL VEHICLES USED ON
M PROJECT, LISTING THE E YPBER, LICENSE NIMBEP, TAPE NEIOHT, AND LICENSED LOW LIMITS.
1-07.9 WAGES (REPLACEMENT SECTION)
THIS CONTRACT IS SIB.ECT TO IIAPTER ".17 RCN, AND AENOENTS AND AGOITIOS THERETO RELATING TO
MINIMM EAf15. ON FEDERAL AID PRO.IFCTS, FEDERAL WOE LAMS AND AEGULAI W AM ALSO APk ICA&E.
H[XPLY MINIM.M RATES OF PACES AND FRIMZ BENEFITS ARE SE,, 1N THE CONTRACT, WHEN FEDERAL PRE
RATES AM FTA:FGE KWFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES l7EPMTMENT OF
LABOR DECISION RMaER W 83-5110.
THE CONTRACTOR. ANY W&MMRACTOR, OR OTHER PERSON DOING THE POPM OR ANY PART OF IT SMALL NOT PAY
ANY 10604%, LARDERS, OR MECHANICS LESS THAN tRE REPAIRED HAY MINIMM RATES OF ROES SH10M 1%
THE WWI. WAGES IN EXCESS Q SUON HGWLY RATES MAY S PAID. IN ADDITION TO THE RAGE RATE
DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COEENSAH.E HOA rE FAINF BEKFITS LISTED.
IT IS SECIFICALLN ODERSTODO AND AGREED THAT THE PAGE RATES AND FRINGE KREf ITS FOR THIS CONTRACT
ARE SJBACT TO CANES, THAT THE BIDDER ACCEPTS FLLL RESPONSIBILITY AND ASWES THE RISK OF ANY
IREPEASED LABOR COST BY REASON OF PAYING HIDER RATES THAN THOSE 90M IN M CONTRACT, THE CITY
DOES HOT "WANT OR REPRESENT THAT LABOR CAN BE PRCXC EM FOR THE MINIMA RATES OET FORTH OR AS
DAAI'E1. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE PASS ABOVE SUGH MINIMM AS HE
WILL HAVE M PAY.
SMDlwentGl wlflatla
(Nov 01u27116) POP 6
1-CT.9 CENT iHAk'J
TIE COKTNALrCP SHALL POST, IN A LOCATION ACCEPTABLE 'D THE CITY AND LABOR AD INCUSTRIES. A COP+
UR THE APPRBIED 'STATEMENT OF INTENT TO PAY RIEVAILIND WHO', A COPY OF THE PREVAILING PAGE RATES
FOR THE PAO)ECT UPON ANKH THE CONTRACTOR HAS ISOICATEL THE APPROXIMATE SHINER OF ■OAERS IN EACH
CLASSIFICATION; AND THE ADDRESS ARE TELENDE NAAHR OF THE INDUSTRIAL STATISTICIAN OF THE
OEPAPTIENT OF LABOR AND INDUSTRIES 1PEIE A COMPLAINT OR IM;UIRY COHCERMITC PREVAILING PAGES NAY E
MADE.
ON WOXCTS GOVERNED BY PAGE RATES DETERMINED BY THE STATE OF MSNINCTDN CEPARTMENT OF LABOR AND
INDUSTRIES AND BY THE U S. SECRETARY OF LABOR, IF T14M 15 A DIFFERE"wf BETWEEN THE TWO /N AE
PEVAILIC RATE OF RACE , GR A SINILN CLASSIFICATIO f .A♦)OR, TIE CONTRACTOR 94ALL PAY NOT LESS
THAN THE WAGE WHICH 15 THE NIGHER OF THE TWO,
If THE CONTRACTOR WAKES USE OF APPRENTICES ON PRPJE'TS GDOEP ED PY WAGE PATES DETERMINED BY THE
STATE DEPANTMENT OF LABOR AND INOOS`RIES, If SNAIL PRESENT TO THE ENGINEER WRITTEN EVIDENCE O
REGISTRATION OF SJLN EMPLOYEES IN A PROGRAM APPROVED BY THE STATE AFRRDRICESHIP Cl1UDIL AM THE
PERIOD (W PROGRESSION F-,* EACH SUCH APPRENTICE EMPLOYEE.
IF THE CONTRACTOR MAIMS USE OF APPRENTICES ON PINIJECTS GOVERNED BY RACE RATES OETERMAED BY THE U.
S. SECRETARY OF LABOR, HE SHALL NESENT TO THE ENGINEER WRITTEN EVIDEN(1 O REGISTRATION 6 SRLH
0410YEES IN A PROGRAM OF A STATE VPWNTICE941P AD TRAINING A"V APPROVED AD RECOLONIZED BY
THE D. S. BUEAu OF APPRENTICESHIP AD TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE
CCMMCtOP SHALL 9JB41T EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BEAU OF
AP RENTICESMID AMC TRAINING.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE
JOLP EVMAN RATIOS AC. WALTZ RATES IN THE PROTECT AEA, W104 WIV. EE THE BASIS FOR ESTABLISHING
S JCH PATIOS Np RATES FOR THE PROJECT UWi THE APPLICABLE COWAACT PANISIONS.
IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILINC,RATES OF RAGES FOR IM OF A SIMILAR MTU1E TO
THAT CONTEMPLATED UNDER THE CONTRACT AND 9"DISPUTE. CANNOT BE ROASTED BY THE FARTIES OF
INYEREST, INCLUDING LABOR NO 1AMAGEENT REPESENTAT IVES, THE MATTER BALL BE REFERRED TO THE
DIFI.CTOI 6 THE DEPARTMENT O LABOR AD
INDUSTRIES O THE STATE OF WA941KTON (ON TO THE INITEL STATES SECETART OF LABOR WHEN PREVAILIW.',
WAGES ESTABLISHED BY TOOT OFFICE ARE INVOLVED, AND HIS DECISION THEREIN SHALL BE FINAL,
CONCLUSIVE Ap BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE.
IF THE CONTRACTOR MASS USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE
CONTRACTOR SMALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AD
FOR TIE AREA IN RICH WORM 15 PERFORCE, FRCP THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF
LABOR AMC INDUSTRIES
ON FEDERAL-AID PAO.DECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SMALL FUN15H WEEKLY PAYROLL
STATEMENTS TO THE ENGINEER. If 1EEPLY STATDOT5 ARE NOT UTILIZER/ THE CONTRACTOR 94ALL FURNISH A
CERT•FICATION PRIOR TO EACH PR(1M ESTIMATE PAPERS CONFIRMING THAT PREVAILING WA; RATES HAVE
BEEN PAID.
If THE CONTRACTOR UTILIZES THE OCpDAt1ON CODE WEN 9JIM1TTINN PAYROLLS AND RAGE AFRONITS, NJ
MORE THAN ONE JURISDICTIONAL. AREA IS tWOLVED IN THE PRD.IECT, THE XVISDICTIONA, AREA INVOLVED
SAL'- BE SHOW. 10EDIATELY FOLLOWING THE OCCUPATION CODE MJWR, 1.E.: 10-0010 YAK.E.
SWI~tA1 SpeclFl"tlms
(APv O1121/96) PPOe 9
1-27.9 CONTIM.ED ,
TIE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYIgLS SILL BE OPEN TO INSPECTION OR
ALUIT BY REPRESENTATIVES O TIE CITY AIRING THE LIFE OF THE COITRKT AD FOR A PERIOD Or NOT LESS
TNMN T4EE ()) YEARS AFTER THE DATE OF XXvyAIIE REREG, AO TIE CONTRACTOR 9NLL RETAIN SIIOI
RECORDS FOR 11A1 PERIOI. RBERE 99"RECO RECORDS PERTAINING TO NACES PAID AND PAYRQLS FOR TIE
CONTRACT ME MAINTAINED BY SACONTRKTOM 00 AGENTS O TIE CONTRACTOR. TIE CONTRACTOR EVRMY
QARANTEES Tµ1T TIE RECORDS G SLCH SA[ONTMCTOIS OR AGENTS SHALL. BE MEN TO INSPECTION AND LDIT
BY REPRESENTATIVE; G TIE CITY ON TIE SAE TUM AND CDOITIOK AS TIE AECOOS O THE CONTRACTOR.
If AN AUDIT IS TO BE 0MOMM IQ TRAM SIXTY (0) DAYS AFTER TIE ACCEPTANCE DATE OF THE
CONTRACT, TE CONTRACTOR WILL BE GIVEN A REASWWBLE NOTICE O THE TIVE *EN SJCH AUDIT IS TO
BEGIN,
BEFORE PAYMENT IS PACE BY THE CITY OF ANY SONS ME UDER THIS COTTRAC1, THE CITY PAIST RECEIK FROM
TE CONTRACTOR AND EACH MtRNT%ACTQR, A COPY G -STATEMENT OF INTENT TO PAY PREVAILING RMIS-
(FORN L A 1 'Ape" TOO-29) AS SIDED MD APPROVED BY THE WASNINGTON STATE DEPARTMENT OF LABOR AND
IN X"IES,
UPON COMPLETION OF THIS CO TPACI, TIE CITY WW RECEIVE IRON M CO/NRAC7Q Me EA(IN 91dCONnwrGR
A COPY O -NTIDAVIT G BPM PAID" (EOM L A 1 NAQA 7OG-7 STATE OEPMRTTpT O LABOR AD
INDUSTRIES) ATIFYING THAT ALL PREVAILING RACY REQUIPEPORS NAVE BEEN SATISFIED. IN ADDITION,
M CITY 1"T RECEIVE FROM TIE ARISE
CONTRACTOR A COPY G 'RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL CWWTOR- (EOM
L A 1 WNKR 20608) THE STATE OEPARTNEM OF LABOR AE 1NDUSYPIES). THESE AFFIDAVITS WILL 1E
REQUIRED BEFORE ANY FLFDS RETAINED, ACCORDING TO TIE PROVIStOS OF " 60.28.010, ARE RELEASED TVP
TEE CONTRACTOR. FORMS MAY BE OBTAINED FROM TIE DEPARTMENT G LABOR A) INDUSTRIES.
A FEE O 11240 PER EACH •STATEMENT G INTENT TD PAY PREVA11'M6 WAGES* AD `AFFIDAVIT OF WAGES
'AID- 15 REQ11RED TO ACCGPAVY EACH FORA SL9UTTF0 tD THE DEPANTENT OF LRWOR AND INDUSTRIES THE
CONIRACTON 15 RESPONSl�E FOl PAYMENT OF THESE TEES AD 9NOL• MANE APPLICATIONS DIRECTLY TO
THE DEPARTMENT O LABOR AND 1M',STRIES. THESE FEES SW, BE INCIDENTAL TO ALL THE BID 1TEN5 O
tNIS.COVTRACt,
IN ADDITION, TIE PAINS CONTRACTOR STALL SUBMIT TO TIE WASHINGTON STATE DEPATMENT G LABOR AND
IH0ISTRIES A -MOLEST FOR RELEASE- FORA PROVIDED BY TIE OEPARREN7 O LABOR AM IMMFRIES. tK5E
AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW Nf0.2B4O10
ARE RELEASED TO THE CONTRACTOR,
1-0711100 54BCO/TRACTING, (ATGITIOPL SECt1ON)
BEFORE AAYWENT OF THE FINAL. ESTIVATE, THE CONTRACTOR SMALL 99RT A. +FFIDAVIT O' ANOMTS PAIL, TO
MINORITY BUSINESS ENTERPRISE AND OF NOEN SAINESS ENTERPRISE PARTICIPANTS ON TPE ROM PROVIDED BY
TIE CITY; CERTIFYING TIE kJOLWS PAID TO MINORITY BUSINESS AND OR "OWN BIAINESS ENTERPRISE
PARTICIPANTS.
1-07 ll(10) RECORDS AD BVOITS SIEPLUCEIENT SECTIONS
RE CONTRACTOR WILL BE REQISIED TO COPIETE AD SUBMIT TIE FQLOWING OKUENTS BEFORE PROCESS AD
OR FINAL PARENTS TO TIE CONTRACTOR WILL BE APPROVED BY THE PIALIC WOWS DIRECTOR:
1. EACH MONTH - DEPARTENT OF LOOP STAOARD POW 257
7. EACH ,SLILY _ STATE H1OWAv FOW PN-1M1
SNpl~tbl swifit'Wtims
(%, 01/27/86) P" 10
1-0T.11(10) WTHIN ED
THE OCER WILL FU911SH THESE FOVG TO THE PRIZE CONTRACTOR DRING THE PRECONSMUCTIUI MEETING.
AH EQUAL EI/LOYIENT OPPORTUNITY RD-C RY CERTIFICATE SHAl BE EXECUTED BY TOE BIDDER WITH NIS BID
PROPOSAL ON THIS PRD.ECT AND WHICH COPS WITHIN THE PROVISIOS (IF THE EQUAL aRFL0Y1ENT OPPORTUNITY
OF THE SECRETARY OF LABOR AS REVISED lay 21. 1968. THE FORM 6 CERTIFICATE WILL BE
FUNIS14M TO THE CONTRACTOR WITH THE RIOPOSAL, W104 THE CONTRACTOR WILL HEED TO COMPLETE, STATING
45 TO WHETHER ME, HIS FIRM, ASSOCIATION. PARTTERSMIP, OF COW-ORATION HAS PARTICIPATED 1N ANY
PEVIDRS CONTRACTS OR SBC'ONTRACTS 9AXCT TO THE EQAL OPPORTWITV CLAUSE AND IF SO, AEIHER OR
NOT HE WAS SUBMITTED ALL RETORTS DUE UNDER APRLICABLE fILINNG REQIIREIENTS.
FAILURE ON THE PART OF THE BIDDER TO FU IM THE REQUIRED CERTIFICATE WILL BE DE CAUSE FOR
REJECTION OF HIS BID.
IF A PRC +. LAOG AND EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AMAAOED THE
CONTRACT, >HE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR O PUBLIC HCR(S TO
'"WIDE THE SAE. IF THE CONTRACTOR REFUSES OF FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE,
THEM THE PROPOSAL GUARANTEE, IN THE FORM or BOND, CHECK. OR CASH MID, ACCOPANIED THE BED. WILL
BE FORFEITED TO IRE CITY.
NEWER A CONTRACTOR REpA"S PERMISSION TO SUBLET A PART O ANY CONTRACT AND SUM CONTRACT CONES
WITHIN THE PROVISIONS O THE EQUAL OPPORTUNITY REGULATIONS O THE SECRETARY O LABOR, REVISED MAY
I11 19", HE SHALL OBTAIN THIS CERTIFICATION FROM HIS pRrWD SUBCONTRACTOR AND FORWARD 11
TOGETHER WIM SUCH REQUEST, NQ SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION
FROM THE SUBCONTRACTOR.
FOR THIS PINPOE, CERTIFICATION FOALS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIJEC TO THIS
PROJECT.
1-01.13 CWTRACTOR'S RESPONSIBILITY FOR WOW( AER.ACEMLM SECTION)
THE NOW SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AD CHARGE, THE CONTRACTOR SHALL BEAR
ALL LOSS AD DAMAGE WHATSOEVER AID FROM WHATSOEVER CLAUSE. EXCEPT THAT CAUSED SOLELY BY THE ACT O
THE: OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT O THE CONTRACT.
IF ANY SUCH LOSS OR DAMAGE OCLUAS. THE CONTRACTOR SHALL IMMEDIATELY MARE GOOD ANY SUCH LOSS OR
DAMAGE, AN 1N THE EVENT OF THE CONTRACTOR REFUSING OR REGLECTIHG TO 00 SOP THE OWNER
OR BY THE EMPLOYMENT SOME OTHER PERSON RAKE ITSELF
4'OOD ANY SLOB LOSS OR DOOM, AND THE CYST MAY ITSE TSE EXPENSE OF 50 DOING SHALL BE CHARGED TO THE CONTRACTOR, 40
THE CONTRACTOR WOE BALL AT ALL TIMES RE RESPONSIBLE FOR THE SAFETY O HIS AND HIS
SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AMC HIS SUBCONTRACTOR'S PLANT AD EQuIPENT AMC THE WTHW
O PROSECUTING THE WORRU.
DRING OfAYORABLE WEATHER AD OTHER CONDITIONS, THE CONTRACTOR SLL POSE ONLY SUCH PORTI
TAONS OF
WOW AS BALL NOT BE DAMAGED THEMEBY,
NO PORTION OF THE WORN. WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL H AFFECTED BY UNFAVORABLE
CONDITIONS SHALL BE CONSTRICTED MILE THESE CONDITIONS EXIST, ULESS BY SPECIAL MEANS
OR
PRECAUTIONS ACCEPTABLE 1p THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOE THEM.
S Ismental 5Daci Ticatims
(WY 01/27/86) Pap 11
1-D7.1A REyowl1LlTY FOR OAMMAtZ (AODITIO/AL #CT10HN
THE CONTRACTOR 9 OLL BE RESPONSIBLE FOR CONTROLLING DIET AND MAD WITHIN THE PR47ECT LIMITS ND ON
AM STREET WHIM IS UTILIZED BY HIS EQUIPMENT FOR THE ORATION OF THE PROJECT. THE CONTRACTOR
SHALL BE PREPARED TO USE WATERING TRUCMS, POWER SWEEPERS. NO OT tR PIECES OF EQUIPMENT AS DEEM
NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE.
OUST AND MD CONTROL BALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, MD HD COMPENSATION WILL ME
MADE FOR THIS SECTION.
COMPLAINTS OF DUST, MD OR UNSAFE PRACTICES ND/DR PROPERTY ON RGE TO PRIVATE OWERSHIP WILL EE
TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE
CONTRACTOR.
1-07.14 PIOTE"T1ON AND RESTORATION O *OPERTY (REPLACEMENT SECTION)
THE OVER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PWLECT. THE CONTRACTOR SALL
LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER WAY PROVIDE CERTAIN LANDS, AS INDICATED 1N CONECTION WITH THE WpR UNDER THE CONTRACT
TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LADS. ME CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER
THE PREMISES WITH HIS EQUIPMENT OR MATERIALS.
THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITO TO THE OVER, ANY ADDITIONAL LAD AN? ACCESS
THERETO NO. SHOWN OR DESCRIBED THAT MAY BE REQUIRED FDA TEMPORARY CONSTRUCTION FACILITIES OR
STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROWS, DETOUR WADS, OR OTHER TEMPORARY WORK
AS REQUIRED BY HIS OPERATIONS. TIE CONTRACTOR SpLL CONFINE HIS EQUIPMENT, STORAGE O MATERIAL,
AID OPERATION OF HIS WORKERS TO THOSE AREAS SOWN MD DESCRIBED AND SUCH WDITIO 4A. AREAS AS W
MAY PROVIDE.
A. ODOM. ALL COSTRWTIGN WOW, UNDER THIS CONTRACT ON EASEMENTS, RIGHT-O-WAY, OVER PRIVATE
PROPERTY OR FRANCHISE, SMALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT.OF-WAY OR
FRANCHISE. ALL WORD 94AU BE ACCOPLISED SO AS TO CASE THE LEAST AMOUNT OF DISTU®ANCE AND
A MINIMUM MOUNT OF DAMAGE. THE CONTRACTOR SALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS
EASEMENTS SHALL NOT BE LEFT OPEN DURING WEENEN7S OR HOLIDAY$ AMC T OIC ES SALL NOT BE OPEN
FOR MORE THAN AB WkQS.
B. STROCTURES. THE CONTRACTOR BALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE
PERFORMANCE OF THE WORK AD, IF REQUIRED, SHALL REBUILD TY. STRUCTURES Tilt REMOVED IN AS GOOD
A CONDITION AS FOOD. IE SHALL ALSO REPAIR ALL EXISTING STRUCTURES ANION MAY BE DAMAGED AS A
NLaLT OF THE WORK CEDER THIS CONTRACT.
C. EASEMENTS - CULTIVATED PEAS AND OTHER 9BFACE IMPROVEMENTS. ALL CLLTIVATF,D AREAS, EITHER
AGRICULTURAL OR LAMB, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS O THE
CONTRACTOR SHALL BE RESTORED AS NEARLY AS IOSSIBLE TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE' Rt.:n aNA,, THE CONTRACTOR SHALL STRIP TOP
SOIL FROM TOE TRENCH OR CONSTRUCTION AREA AND STOOPILE IT IN x :H. A MAKER THAT IT MAY BE
REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AD S7NURNERY S kL BE
CAREFULLY REMOVED WITH THE EARTH S.IW)UNEM .HEIR ROOTS MOPPED IN MAP AND REPLANTED IN
THEIR ORIGINAL POSITIONS WITHIN AB HORS.
SMPp1MINTtA1 $Ncl Flcatims
(RAY 01/27/86) PAPA 12
1-07.16 CONTINUED
ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SMALL E REPLACED BY TLN CONTRACTOR WITH MATERIAL
0 EQUAL QUALITY AT NO ADDITIONAL COST tO THE OWNER. IN THE EVENT THAT 17 15 NECESSARY TO
TRENCH TMFQJG H ANY LAWN AREA, THE SOD SMALL E CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE
TRENCHES NAVE BEEN BACWFILLED. THE LAM AREA 90A.L E CLEARED BY SWEEPING OR OTHER WEAS, OF
ALL EARTH AND DEBRIS.
THE CONTRACTOR SMALL USE RIBBER REEL EQUIPMENT SIMILAR TO THE BALL TRACTOR-TYPE BAC mp
USED BY SIDE SEWER CONTRACTORS FOR ALL OW, INCLUDING EXCAVATION AWD BAOIFILL, ON EASEIENTS
OR RIQRS-OF-IAY WHICH HAVE LAWN AREAS. ALL FEIE£S, IW105, WAIL BOXES, OR OTHER TEIWRMY
OBSTACLES 94ALL dE REMOVED BY Tl CONTRACTOR AND IWIEDIATElY REPLACE, AFTER THE TRENCH IS
BA061LLED, :N THEIR ORIGINA. POSITION, THE C04TPXTGR BALL NOTIFY THE OWNER AND PROPERTY
CARER AT LEAST 24 H O-06 IN ADVANCE OF ANY WORK 004E ON EASEIENTS OR RIGHTS-6-RAP.
004AW TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEINTERING AND/OR
OTHER CONSTRUCTION ACTIVITY DOER THIS CONTRACT SMALL E RESTORED T' THEIR ORIGINL CONDITION
OR P'TTER. THE ORIGINAL CONDITION SHALL E ESTABLISHED BY PHOTWU TAKEN AD/OR INSPECTION
MADE PRIG+ TO COSTRUCTION, ALL SARAN WORK 9RLL E DOE TO THE SATISFACTION OF THE PROPERTY
OMNENS AND THE OWEA AT THE EXPENSE OF THE CONTRACTOR.
D. STREETS. THE CONTRACTOR WILL ASSURE ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE ON AL.
STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED.
1N THE R'LNT THE CMTPAC70R DOES NOT HAVE LABOR OR MATERIAL IN EOIATELY AVAILABLE TO MACE
NECESSARY REPAIRS, THE CONTRACTOR 94ALL SO INFORM THE OWNER, THE OWNER WILL MAKE THE
NECESSARY REPAIRS AND T! COST OF SUCH REPAIRS 94ALL BL PAID BY THE CONTRACTOR.
1-07.17 UTILITIL] AND SIMILAR FACILITIES (ADlt10NAL SECTION`
LOCATION AMC DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UHDERCRQAD FACILITIES ARE IN ACCORDANCE
WITH THE ES? AVAILABLE INFORMATION WITHOUT W3VERING AND MEASWING. THE OWNER DOM NOT
QARANTEE THE S12E AND LOCATION OF EXISTING FACILITIES.
IT SMALL E THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PBX:: MD PRIVATE COMPANIES HAVING
UTILITIES A ,'OR FACILITIES IN THE VICINITY OF THE CONSTRICTION AREA,
CALL BEFORE YOU DIG
THE AB HOUR LOCATORS
1-800-424-5555
IF, IN THE PROSECUTION OF THE NOW, IT BECOES NECESSARY TO INTERRUPT EXISTING SIEACE DRAINAGE, SEWERS,
UIDERXAINS, CONDUIT, UTILITIES, S14ILAR UNDERGROUND STRUCTURES, AIR PARTS THEREOF, THE CONTRACTOR 94ALL B'
RESPONSIBLE FOR, AND SMALL TAKE ILL NECESSARY PECAUTIC16 TO FROTECt AND PROVIDE TEMPORARY SERVICES FOR SAE.
THE CONTRACTOR SMALL, AT HIS 0*4 EXPENSE, REPAIR ALL DARE TO SUCH FACILITIES OR STRUCTURES DIE TO THIS
CONSTRUCTION OPERATION TO THE SATI'i'ACTION OF THE CITY; EXCEPT FOR CITY OWED FACILITIES WHICH WILL E REPAIREC
BY THE UTILITY DEPARTMENT AT CONTRALTOR'5 EXPENSE, CIA BY tNE CONTRACTOR AS DIRECTED BY TIE CITY.
SuplWRentWl swltlwtlas
(WAY O1i27/86) PApP 11
i-07,23(1) ° IIC CONVENIENCE MO SAFEr� (pODlTIDNYM SECTION
IB
THE CDNTRACTOI SMALL NOTIFY BY IMIL ALL PNCKRTY GRAM ALONG THE COSnACTIOM AREA PRIOR TO
0ONSTWCTIOM. THE CONTRACTOR 94ALL NOTIFY ALL LOCAL POLICE, TRALSIT, ND FIRE DEPARTMENTS BY .AIL
PRIOR TO CONSTRICTION, LAMES NO ROMSSES WILL BE "O'ISED BY THE MIEp. THE CONTRACTOR SALL
MTHER NOTIFY EACH OCRPANT IN PERSON A w1NIM1M OF THEE DAYS PRIOR TO CONSTRICTION IN FRONT O
EACH PROPERTY.
1-07.23(3) FLAGEN, BARRICADES. MD SIRS (REMLACpENl SECTION)
FLRGEN, BARRICADES, SIDS AND TRAFFIC CONTROL PUNISHED SHALL COFC M TO THE STA1aNpS
ESTABLISHED IN THE LATEST ADOPTED EDITION D< THE 'ANAL ON GNIFA7M TRAFFIC CONTROL DEVICES.,
PUBLISHED EY THE U. S. DEPMTMEN' O TPJ14 1TATIOI.
COPIES MAY BE PL%Di#SED FROM THE SLPERINTENDENT O DMINENTS, U. S. GNV"iFNT PRINTING (iFICE,
WA$MIPEITOM, D.C.r IDa02. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL RLAH(S) N MWMI C 1N
THE CONTRACT PLANS, AS APPLICABLE. IF THE COITRXrM'S PLAN OF O'ERATIOS IS IN CONFLICT WIrN THE
CONTRACT TRAFFIC CONTROL PLAN, HE HAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PJN BY SOWING
THE NECESSARY C0NS7PLCTION SIDS NO WMICACES REQUIRED FOR THE RWGX^ , AND SLANli It TO THE
ENGINEER FUR APPROVAL AT LEAST TEN DAYS IN ADVANCE O THE TINE THE SIGNS AID BARRICADES RILL BE
REalRED.
M CONTRACTOR BALL, A7 HIS OIN EXPENSE °ROVI'1E ALL SIDS, BAARICAOES, GLWWD , FLAGEN , ND
EWIPMENT, CONSTRICTION M MimM, AND N104T LIGHT- IN ORDER TO PROTECT tit P$IC AT ALL TIMES
FROM IKIMY AS OF RESULT OF MIS OPERATIONS ISEE w,U.1,C.0.). IF THE CONTRACTOR 9OA-D FAIL M
MAINTAIN SUFFICIENT LIGHTS NO BARRICADES, IN THE OPINION OF THE ENCIMM. THE CITY SHALL HAVE THE
RIGHT TO PROVIDE THESE LIGHTS AID BARRICADES MD DEOCT SUCN COSTS FROM PAYMENTS D E THE
CONTRACTOR. NOW SMALL BE RESTRMT(REO, THE ORDER IF RO<x PODIFIEO, THE HIM O PORT MOCIFIED OR
THE MOM MALTED ALTOiF.THER AT THE ENGINEER'S DISLWT13N MEN THE ENGINEER FURS SLUM A COHSE OR
COLAYS OF ACTION NECESSARY TO PROTECT THE MBLIC OR THE CONTRACTORS SAFETY, HEALTH, AND WELFARE
ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICILM AND PEDESTRIAN TRAFFIC SHALL
BE CONSIDERED INCIDENTAL TO THE RONM INVOLVED OR %ALL BE INCLUDED IN THE LUP SON PRICE ITEM
•tWIC COrtROL• IF SUCMM AN ;tEM IS INCLUDED IN THE PROJECT.
TRAFFIC MOVEMENT STALL HEREIN BE DEFINED AS APPLYING TO BOTH VENICLLAR AND PEDESTRIAN TRAFFIC.
THE ENGINEER SHALL BE THE CITY OF RENTON PLMBLIC WOMS DIRECTOR OR MIS DULY AUTHORIZED
RPAESENTATIVE (i.e. PROJECT ENG.90A, INSPECTOR) AS USED THIEGANONT THIS SPECIFICATION.
THE F0IONMD IS A SUMMARY CE REGRATIOS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS
PROJECT, BUT DOES NOT LIMIT OR SUPERSEDE OTHER REOLLAT1ONS OF THE STODA. SPECIFICATIONS:
1. THE `HWAIAL ON LIFO 4 TRAFFIC CONTROL DEVICES FOR STREETS AFD HIGHWAYS-, AS WELL AS TIE
FEDERAL HIGAAY ADMINISTRATION (FHA) 'TRAFFIC CONTROL IN GGNSTRUCTIGN AND HAINTENMO NORM
ZONES' TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT.
2. AT THE PROJECT PE-CONSTRICTION CONFERENCE THE CONTRACTOR SHALL DMIS HIS TRAFFIC CONTROL
PLAN AMC DESIGNATE THE PERSON F170051BLE FOR TRAFFIC CONTROL AT THE NOW SITE. THE TOP
BALL UElLOE DESRIPTIOS OF THE TRAFFIC CONTROL METHODS AD DEVICES TO BE USED BY THE PP1ME
CONTFACTORI%B-CONTWrIAS 40 WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE EMGUEIER,
SAp1WWentWl Speci FicRtioNA
(ROVE O1;2)YBA1 PROP SA
�7,u(n NNTINAED
S. DLk:NG ALL PHASES Of CONSTRUCTION, TRAFFIC NOWE1pR 9MLL BE NA/NTAINED AS NEAR NORMAL AS
• BQSS:BLE AID REASONABLE ACCESS MAINTAINED TO PROPERTIES A1.ALENT TO THE RIOT OF WAY LINE.
A. ALL TRAVELED PWTIONS OF ROADWAYS WILL E OPEN TO tRAFRIC DURING PEAK TRAFFIC PERIODS, 6:30 TO
8:30 A.N. AD ):DO tO 6100 P.M. n AS DIRECTED BY THE EVOINEEA.
3. OM OR BEFORE THE FIRST DAY OF TON( AFFECTING TRAVELED ROADWAY, THE CONTRACTOR *ILL E REQU:RFD
TO HAVE THE TRAFFIC CONTRA DEVICES TO E USED MKCTED AD APPROVED BY THE ENGINEER AS TO
COPLIACE WITH NUTCQ/FMWA STANDARDS. NO NOW SHALL E DONE ON OR ADJACENY TO nE ROADNA,
UNTIL ALL NECESSARY Slob AD TRAFFIC CONTROL DEVICES ARE IN RACE.
6. VOW SITE TRAFFIC CONTROL WILL E SUBJECT TO PERIODIC INSPECTION BY THE E INEEA; THE
CONTRACTOR WILL E REQUIRED TO TOE TIMELY AD APPROPRIATE ACTION TO CORRECT CODITIONS THAT
ARE U6AFE DA CA51RD LONGUE DELAY TO TRAFFIC IDVEtENT.
7. IF THE CONTRACTOR FAILS TO TARE SUCH TIMELY AD APIOHRIATE CORRECTIVE ACTION, THE ENGINEER
CAR ORDER A STOP TO FURTHER WOOD UNTIL THE CONDITIONS AM CORRECTED. OR ORDER CORECTIVE
ACTIO45 TO E PERFORIE'.0 BY OTHERS WITH ALL COSTS IN WIRED TIERED' DE000TEO FROM PAYMENTS DUE
OR CORING DE THE CONTRACTOR.
THE COTRACTOR 94%LL E RESPCSIBLE $,A PROv1ODG AEQRTE FLAGMEN, BAkICADES, LIGHTS AND Slob
FOR THE PROTECTION O TIE IOit AD THE PRALIC AT ALL TIMES, AND THE CONTRACTOR AD HIS SURETY
SMALL E LIABLE FOR INJUUES AND DAMAGES TO PERSONS AD PROPERTY SUFFERED BY REASON OF THE
COTRACTOA'S OPERATIONS OR ANY ME'GLIGENCE IN CONNECTION TNFAEIN.
1-07.23(6) OUST CONTROL (AD)ITIOAL SECTION)
THE CONTRACTOR SMALL PROVIDE A MINIMUM 1,510 GALLON CAPACITY WATER TACK WIN A PRESSURE SPRAY
SYSTEM OESIGNED FOR STREET CLEANING. THE STREETS SMALL E CLEARED OF DUST AMC DEBRIS AT THE END
OF EACH WOWING DRY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SFRINO.ING. AS NECESSARY, TO
41EVIATE DST NUISANCE OR AS DIRECTED BY THE ENGINEER.
1-0744 RIGHTS O WAY (ADDITIONAL SECTION)
THE CITY SV4.L OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO ONE CONSTRUCTION O ALL
UMOVEIENFTS LOCATED ON PRIVATE PROPERTY AD PAY ALL COSTS a THE SAE. CONIES OF ALL EASEMENTS
AND ACCESS PERMISSION W'.LL E PROVIDED TO TIE CONTRACTOR, THE CONTRACTOR SMALL PERFORM ALL WORM
ON PRIVATE PROPERTY IN STRICT COMPLEAES WITH THE TERMS AD CONDITIONS E THE EASEMENTS ODD
RIW74F-ACCESS DOCUMENTS.
140 PRINEWIOR AD Map=
1-06.3 PROGRESS SCHEDIE cRMACEIENT SECTION'
IMMEDIATELY AFTER EXECUTION AND DELIVERY CF THE CONTRACT, AND BEFORE TIE "AST PARTIAL PAYMENT ID
WOE. THE CONTRACTOR SHALL OD IVER TO THE ENGINEER AN ESTIMATED COSTRAUCTION PROGRESS SCDOLE 1%
A FORM SATIVACTORY TO THE ENGINEER, SDPING THE PROPOSED OATES OF C0004CEMMT AID COMPLETION OF
EACH O THE VARIOUS PAY ITEMS O WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED
SVplOaental Specitiaticm
(RAY 01127i86) Page 15
1-OB.) CONTIHAEC '
MOUNT O EAOR MONTHLY PAYMENT THAT WILL KOM DLE TO THE CONTRACTOR IN ACCORDANCE WITH THE
PROOESS SCEOUAE. TOE CCMlWTOH SMALL ALSO MNISH PERIODIC ITEMIZED ESTIMATES O WORK ORE FOR
Tit PIEPOSE , MAKING PARTIAL PAYMENTS THEREON. M COST INDAM ON MAKING IF ANY Or THESE
SCHEDULES WILL BE USED OLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AD WILL NOT BE
COSIOEED AS FIXING A BASIS FOR ADDITIONS TO OR DEOUCTIO S FROM THE CONTRACT.
SHOULD IT BECOME EVIDENT AT AM TIME DURING. C06 FAXTION THAT OPERATIONS WILL OR MAY FALL BEHIND
THE S0CMLE (F TMIS FIRST PROOIAM, TIC CONTRACTOR SALL, UPON REGREST, PROMPTLY ALIT REVISED
SDCDULES IN THE SAE FORA AS SRICIFIM HEREIN, SETTING OUT OPERATIONS. METHODS, AD EOUIP1ENT,
ADDED LABOR FORCES OR WORKING SHIFTS, NIORT WORK, ETC., BY 041O1 THE LOST TIME WILL BE WIDE UP.
AND CONFER WITH THE ENGINEER UNTIL M APPRDVED MODIFICATION OF THE ORIGINAL SCHEDULE WAS BEEN
SECJED. FURTHER, IF AT ANY TIME A PORTION O THE ACCEPTED SCHEDULE IS FORD TO CONFLICT WITH THE
CONTRACT POVISIONS• IT SMALL UPON REQ,EST BE REVISED BY RE CONTRACTOR AD THE Vow SHAL BF
PERFORMED IN COMPLIANCE WIN THE CONTRACT PROv15ION5.
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER S110i REST 15 MADE AND UNTIL AN
MPROIED MODIFIED SDEDLE HAS WIN PROVIDED 9Y THE CONTRACTOR MAY HE WITHHELD. EXECUTION OF THE
WORK ACCORDING TO THE ACCEPTED S0EDLLE OF L4GTMCTION OF APPROVED MDDIFICATIUNS THEREOF, IS
HEREBY MADE AN OBLIGATION O THE CONTRACT.
1-08.5(1) PRE-COSTRLCTION 0%#'UVGE (NEW SECTION)
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SECORRACTORS, UTILITY
DEARIMENT, QUASI PULIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SVILL AREND A
PPE-COLSTRJCIION COfERFACE, WITH It ME, RAM, MD DATE TO BE DETEMITED AFTER MMIO O THE
CONTRACT. SUBSEQ)ENTLY, A WWSENTATIVF O THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE 10
REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE UtIRPED. THE TIME, PLACE AD DATE O THESE
WEEKLY OWIMGS SMALL BE ESTABLISHED AT THE PRE-CONSTRICTION CONFERENCE.
1-00.4 PROSEMION O VOW (RODTTIONAL SECTION)
THE CONTRACTOR SMALL MOTIF, THE CITY OF RENTON AT LEAST AB HORS PRIOR TO COMMENCING WORK. THE
SAE NO.IFICATIONS SAL. BE POVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A ROE WITH A
NENTON EXCHANGE TEL:PMOE NUMBER. AD THE SCHOOL DISTRICT WHEN ROARING WITHIN A ROADWAY
RIGHT-C-.MAY. THE CONTRACTOR SMALL ALSO NOTIFY PVIPERTY OAERS A034CE41 TO THE CONSTRUCTION AREA,
INDICATING THE ORATION AM PRa0SE0 TIME OF ACCESS CLOSURE TO THEIR PROUTY.
1-04.5 TIME O COMPLETION (ADDITIONAL SECTION)
REPLACE PARACRAYH I WARN;
THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE DATE O THE LETTER NOTIFYING THE
CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS.
A WORKING DAY 15 MANY DAY NOT OTHERWISE DEFINED MJEIN AS A NON WORKING DAY. A WON WORKING DAY
IS DEFINED AS A SATURDAY, SUDAV OR REC13GNIMO HOLIDAY OR A DAY ON ANKH THE CONTRACTOR IS
SPECIFICALLY REQUIRED BY TIE CONTRACT TO 41SPETD COSTRCTION
Supi~tal sw1F1utSRNs
(A" 01RT786) Pape 16
1-04.5 CONT INED
ALL DEFINITIONS CF RECOGNIZED HOLIDAYS IN ;ME SIRTOAD SPEC: -IGNITIONS ARE DELETED AND VOID.
RECOGNIZED HOLIDAYS 901LL BE AS FOLLOWS:
NEW YEARS DRY, LIICD N'S BIRTHDAY, MISRINGTON'S BIRTHDAY, MODRIAL DRY, .ILLY A, Low DAY,
VETERANS DAY, TNMCSGIVING AND T1E DAY FOLLOWING, AD CHRISTMAS DAY. THE DRY BEFORE CHRISTMAS
SMALL BE A HOLIDAY MEN CHRISTMAS DAY OCORS ON A T(ESDAY DA FRIDAY. THE DAY AFTER CHRISTMAS
94ALL BE A HOLIDAY MEYI CHRISTMAS DAY OCCLAi ON A IdpAY, ED/ESDAY, OR THARSDAS'. MEN
CHRISTMAS DAY OCCURS ON A SATUPIOAY, THE TWO PRECEDING WORKING DAYS SMALL E OBSERVED .S
HOLIDAYS. MEN CHRISTMAS 'AV MUM ON A SADAY, THE TWO WORKING DAYS FOLLOWING `;MALL E
OBSERVED AS HOLIDAYS.
THE IONTAACTON IS EXPECTED TO OILIGENTIV PMECUTE THE WORK TO COPLETION IN ALL PARTS AND
AEQU:AEMENTS. THE PRDIC'f SMALL E COMPLETED WITHIN THE TIME NOTED IN THE CALL FDA BIDS.
PROVIDED, HIAEVER, TWIT THE CITY SMALL HAVE THE RIGHT UPON REQ EST OF THE ROLIC WOtl(S DEPARTMENT,
TO EXTEND THE TINE OF COPLETION OF SAID WORK. NO EXTENSION SMALL E VALID UNLESS THE SAKE E IN
WRITING MD ACCOMPANIED BY nE WRITTE'.. CONSENT TO SUCH EXTENSION DY THE SAFTY ON THE BOND OF THE
CONTRACTOR. TIME LOST 1N R,PLACING IMPROPER WORK OR MATERIAL 94ALL NOT FURNISH ANY GROODS TO THE
CONTRACTOR FOR CLAIMING HN EXTD6ION OF TIME FOR THE COMPLETION OF THE WORK, AND 94ALL HAT RELEASE
THE CONTRACTOR FROM DMIRGE OR LIABILITIES FOR FAILURE TO COMPLETE THE NOR( WITHIN THE TIME
REQUIRED.
1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION)
THE LIQUIDATED DMNGES CO NO' INCLUDE, AND ARE IN ADDITION TO, 6AMAES FROM COSTS FOR INSPECTION,
SLPENNISION, LEGAL EXPENSE, AND COURT COSTS INCWED BEYOND CONTRACT COMPLETION DATE. THE COST OF
ADDITIONAL INSPECTION AND SK..RVISION SHALL E AN ARUM EQUAL TO ACTUAL SALARY COST PLUS 100
PERCENT FOR OVERHEAD.
1-O8.11 OVERTIME WORK BY OWRER EMPLOYEES (NEW SECTION)
MEN THE CONTRACTOR PERFORMS COk TRO:TION NOW KAER THE ACCEPTED B HOURS PER DAY OR 40 HORS PER
WEEX, OR JN ANY CITY HOLIDAY, AND THE VOW REQUIRES IN-.ECTION, THEN THE L'ONTRACTOM SMALL
REINSJM THE CITY AT THE RATE OF "0 PER HOUR. THE CITY SMALL HAVE THE SOLE AUTHORITY 1N
DETERMINING THE NECESSITY OF HAVING THE OVERTIME INS, F.'ION, AND 94RLL NOTIFY THE CONTRACTOR OF
ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL E EDITED FROM MONIES DUE THE CONTRA.TKR
ON EACH MONTHLY ESTIMATE.
i-W.12 CONTRACTOR'S PLANT AND EGUIRENT (NEW SECTIONI
THE CONTRACTOR ALONE 94ALL AT AL 'IMiS E RESPONSIBLE FOR THE ADEDUACI. EFFICIENCY, AND
SUFFICIENEY OF HIS AND HIS SUBCONTRACTOR S PLANT AND EQUIPMENT. THE DOER SHALL HAVE THE RIGHT T1
MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE RERFONWDE OF ANY WORK ON THE SITE OF THE
WORK.
THE uSE BY THE OMCJR OF SUCH PLANT AND E4,,PWMENT SMALL E CONSIDERED AS EXTRA WORK NO PAID FOR
ACCODINK0.
SUnlawaDtal swiflat1ws
(Aar 01/27/86) Paga 17
1-00.12 CONTINUED
NEITHER THE OAEA NOR THE E/C1/EER ASSAE MN1' RESP061BILITY, AT ANY TINE, FOR THE SECURITY OF TIE
SITE FROM THE TINE CONTRACTOR'S OPERATIONS HAVE CpEE]CEO LNTIL FINAL ACCEPTANCE OF HIE WORK BY
THE ENGINEER NO THE OWNER. THE CONTRACTOR SAL. EMPLOY SJCH WASJCS AS ADDITIONAL FEMCINC,
SYNICADES, NO WATOEEN SERVILE, AS HE DEBRIS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE
PROTECTION O TIE SITE 40 HIS PLANT AND EQAPE+T. THE OANE.R WILL BE PROVIDED KEYS FOR ALL
FENCED, SEQAED AREAS.
1-08.13 ATTENTION TO WOE( (NEW SECTION`
THE CONTRACTOR SHALL CIA HIS PERSONAL ATTENTION TO NO SHALL SLPERVISE THE WOK TO THE ENO THAT
1T SHAL, BE FIMDUTED FAITHFULLY, NO MEN HE 15 NOT PERSONALLY PRESENT ON THE WOK SITE, HE
SHALL AT ALL REASONRH.E TIMES BE REPRESENTED BY A COEET04T SUPERINTENDENT A0 SHALL HOW FULL
AUTHORITY TO EIECVTE TIE SATE, 40 TO SIMPLY NOTEAIALS, TOOLS, AND LABOR WITHOUT DELAY, MD AD
SMALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SWILL BE LIABLE FOR THE
FAITHFUL OBSERVANCE O ANY INSTRUCTIONS DELIVERED 10 HIM OR TO HIS AUTHORIZED REPRESENTATIVE,
1419 MEASUREMENT NO PAAOR
1-09 1 MEASPEENT OF QUANTITIES (ADDITIONAL SECTION)
THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE TNAT '.L DELIVERY TICKETS THAT ARE REWIRED FOR THE
FdVlOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY
THE MINEER At THE TINE OF DELIVERY IN ORDER FOR PAYMENT TO BE NNE.
A, BY TRLCK
PAYMENT MIL'. HOT BE MADE FOR DELIVERY TICKETS WHIM I0 NOT SHOW TYPE OF MATERIAL, O05S
WEIGHT, TARE WEIGHT, TRUCK NLIMER, DATE, WEIOHNASTERS CERTIFICAT.ION,AND INSPECTOR'S INITIALS.
SCALE CERTIFICATION SMALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT
STATION SWILL MAINTAIN A RECORD OF THE TF&CX NUMBER, TIME, DATE, AND WEIGHT OF ALL McKS
PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SMALL BE HAINTAIMED IN DUPLICATE WITH ONE
SIWED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATT&ONNT. IN ISOLATED USES 04M
SCALE WEIGHT IS HOT AVAILABLE, THE INSPECTOR SMALL MEASURE THE TRUCK WUE 00 CERTIFY AS TO
ITS FULL :GAD DELIVERY.
B. BY OTHER MEANS
METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIA. BROUGHT TO THE SITE BY ANY OTHER KANS WILL BE
DETERMINED BY CONTRACTOR/DINER AGREEMENT BEFORE AWARD OF THE CONTRACT,
1-09.3 SCOPE O PAYMENT (ADDITIONAL SECTION)
ALL COSTS AND EIPEMSES FOR ITEMS OF WORK, EWIPENT, OR MATERIALS, INCLDING. IMS'ALLATICNS, NOT
IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SMALL BE INDIDENTAL TO THE PROJECT, NO SEPARa'-
PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS.
SWI~tal SDecificatims
(Rev 01/27/86) Page 18
1-D9.3 CONTINUED
PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORM PROGRESS SL EOILE, AS DESCRIBED IN
SECTION B, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR 100644SNIP WES NOl
MEET TIE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY NAVE THE OPTION TD ACCEPT SUCH MATERIAL OR
WWOYAN 41P 1F THE DIRECTOR OF PUBLIC AUKS DEERS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF
TIE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR
WOWOANSHIP.
PAYMENT FOR PIPE INSTALLED SMALL HE MADE ON IHE FOLLOWING SCHEDULE OILY;
CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID
PIPE 114STALLED AND NOT TESTED. SO.D%
PIPE INSTALLED AND TESTED. 90.0%
PIPE INSTALLER`, TESTED, TIE-INS
AND SERVICES INSTALLED AND CLEAN-
UP COMPLETED. 1DO.0%
2-EI CLEAR=, =me=, AND mommuE as~
2-01.2 DISPOSAL OF USABLE MATERIAL A DEBRIS (PARTIAL REPLACEMENT SECTION)
DELETE: 'THE CONTRACTOR SMALL DISPOSE OF ALL DEBRIS BY ONE OF THE THEE DISPOSAL METHODS
DESCRIBED BELOW.-
ADD: 'TIME CONTRACTOR 94ALL COMPLY WITH AIL LAWS AND RULES GOVERNING THE
DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAD FILLS.-
2-01.2(1) DISPOSAL METHOD No. 1 - OPEN BURNING - DELETE
I-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BURNING - DELETE
2-01.2(3) DISPOSAL METHOD, No. T - DELETE
2-01.2(4) DISPOSAL METHOD NO. A LAND rILLS (ADDITIONAL SE -`TON)
ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER M19'ELLAHEOJS MATERIAL NOT SALVAGED BY
THE OWNER OF THE CONTRACTOR OR DISPOSED OF BV ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A
LANDFILL APFHDVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY.
2-01J(4) ROADSIDE CLEANUP - DELETE
2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTIONI
DELETE ITEM A
SUpleawntal SpaclFicatla
(Rav 01/21/86) P" 19
242 RENUMAL OP STRUCTURES AND OBSIBUCF 016
2-02.3(3) REMOVAL 7 PAVEMENT, SIDEWALKS AND CURBS
ADD:
5. WHEN AN AREA MERE PAVIEENT WAS BEEN REMOVEC 15 TO BE OPENED TO TRAFFIC BEFORE PAVEMENT
PATCHING PAS BEEN FINISHED, T041OURY MC COLD MIX ASPHALT CONCRETE PATCH 94IL BE
REQUIRED. TEMPORARY COLD MIX PATCHING SALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH
IMEDIATELY *-'TER BAC ILLING AND CNPACTION ARE COMPLETED AND BEFORE THE BOAC IS OPENED
TO TRAFFIC.
2-02.5 PAYMENT (SUPPLEMENTAL SECTION)
ADD:
2. 'SAW CUTTING,' PER LINEAL FOOT.
3. 'COD MIX MC ASPHALT,PER TON.
ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTFUTl@4 NNCLJDING ShN CUTTING AND COLD MIX
A-'PAALT SMALL BE CUISIEFRED INCIDENTAL TO AND INCLUDED IN THE LIMIT CONTRACT RACE OF OTHER BID
ITEMS UNLESS TE I'Mf'ED AS A SPE'.IFiC BID ITEM.
2-03 IMM"FAGVATION AID DBAeOFN
2-03.1 OESCRIPIION (PARTIA_REPLACEHENT SECTION)
REPLACE PARARAW 2 WITH;
THE WORK INCLUDES THESE ITEMS UALESS THEY AF OESIONATCD AS PAY ITEMS IN THE CONTRACT:
1. HALT
2. SLOPE ROJaING
3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS.
A. REMOVAL OF USUITABLE MATERIALS.
5. REMOVAL OF PAVEMENT , SIDEMAXS, DRIVEWAYS, CUB AND GUTTER, EXTRUDED CURBS, AND
UTHER SURFACE IMPROVEMENTS
2-03.3(2) PLC! CUTS (PARTIW REPLACEMENT SECTION)
REP-ALE PARAGRAPH 1 COHTROLLEC BLASTING WITH:
CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MLST DENONSTHATE TO THE
ENGINEER AND LOCAL POLICE AND RIME rwPARTMENTS THE HEED FOR THIS HE1NOO OF EXCAVATION. IF
APPROVED BEFORE ANY BLASTING BEGINS, THt ENGINEER MILL MEOJIRE THE CONTRACTOR TO PROVIDE
14FpR1ATION ON HOW 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.
2-D3.3(16)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEE3N7 SECTION)
WHEN SHOW ON THE PLANS OR MEN SPECIFIED IN THE SPECIAL PROVISIONS, tMTABLE NATURAL GROUND SMALL
BE EXCAVATED PRIOR TO THE PLACEMENT OF EABANOENT OVER THE AREA. THE 'UNSTABLE WNERIAL MAY
CONSIST OF PEAT, N)CK, S~Y OR UNSUITABLE MATERIALS, INCLUDING BURIED L005 AND STUDS. THE
MATERIAL SH- L BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED
DBANOONT FL" BEARING ON SOLID GRO1D.
SolA tol Specifications
(ReV 01/27/06, Page 20
2-03.304A COM 14M
MATERIALS EXCAVATED FROM THE PVZWY OR D**EL OWA'E PRISMS, WILL MDT BE CLASSIFIED AS
UNSUITAILE FOUDAI'ON EXCAVATION IAlEZ THE REMOVAL MUST BE ACCOIiISED BY DPAGLINE OPERATION OR
AV SPECIAL EXCAVA ION METHODS PEQ IRNG DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION,
1N WHICH CASE MEASUREMENT AND PAYMENT AS 'RM�I7ABLE FOUNDATION EXCAVATIOP ON A PER CBIC YARD
BASIS RI:L WRY,
2-C3.3(14)F DISPLACEMENT OF UNSUITABLE FOLMATION MATERIALS . DELETE
2-03.6 MEASUREMENT (SLPPLEMENTAL SECTION';
I ADD TO ITEM 1.
AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE
FXCVATION EXCAVATION - BY THE CBI YARD MAY BE MEASNED BY TRUE, IN THE HALLING VEHICLE AT
THE POINT OF LOADING. THE COIIAACTOR 94ALL PROVIDE TRWt TICKETS FOR EACH LARD REMOVED. 'ACH
TICKET SHALL HAVE THE TRUCK NUMBER, TAPE AN DATE, AND BE AFPRVVED BY THE ENCIMEEA,
2-03.5 PAMEM (PARTIAL IERACFJENT SECTIOM)
AGO 'D BEGINNING OF PARAGRAPH 1:
'ALL MATERIAL UNITS COVERED IN THIS SECTION SHA L INCLUDE THE WVt TO AND FROM THE JOB SITE AS
AWRY OF HEIR UNIT PRICE.
REPLACE FVAGRAPH N ITEM 1 VITH:
'MEN THE ENGITEER ORDERS EXCAVATION 2 FEET OR LESS J LOW SBGRAX, LIMIT CONTRACT PRICES FOR
ROADWAY EXCAVATION AND HALL SHALL APPLY, IF It ORDERS EXCAVATION MUE THAN 2 FEET BELOW
SMBFJUOE, THAT PART BELOW THE 2-FOOT DEPTH 94AU BE PAID FOR AS PROVIDED FOR IN SECTION
2-03.50 USUITABLE FOUNDATION EXCAVATION.-
REPLACE TEXT OF ITEM 3 WITH:
-USUITABLE FONDATION EXCAVATION-, PER CUB: YARD,
LIEN THIS BID ITN APPEARS IN THE 7ZHED.LE OF PRICES, THE CONTRACT PRICE PER CUBIC VARD 9-ALL
BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL
140.UDING HALL.
WHEN NO BID ITEM FOR ',NSUITABLF FOADATION EXCAVATION- APPEARS IN THE SOEDLLE OF PRICES, BUT
AN ITEM FOR FOUDATION MATERIAL CLASS A OR CASS B APPEARS iN THE SCHEDULE OF PRICES, THE
PAYMENT SHALL BE AS SET FORTH 1N SECTION 2-09.5.7.
MEN MEIIHER OF THE ABOVE ITEMS 1S PROVIDED IN THE CONTRACT S;.CH WORK AS MAY BE ORDERED BY THE
ENGI EEP SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT OIL, BE MADE AS PROVIDED IN SECTION
I-DA.A.
REPLACE TEXT OF ITEM 7 WITH:
"iL COST FOR EMBANKMENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVIAVED.-
2 M HEIR
2-OA,5 PAYMENT (FEPLACEENT SECTION)
ALL COSTS FOR THE HAILING OF MATERIAL TO, FROM OR ON THE JOB SITE SHAL_ BE CONSIDERED INCIDENTAL
1 AND IN0.KDED IN THE UNIT CONTRACT PRIG OF OTHER U 'S OF WAN.
S j~tAl Sped TlcALIKVYs
(Rev 01127196) PAge 21
2-0 2JD14 TREATMENT
2-05.5 PAVMENT IREPLACWEW SECTION)
AL COSTS FOR SLOPE TREATMENT SHALL BE COSIDEREO INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT
PRICE OF OTHER LIMITS OF IpM.
2-0 STxrNm E)C"TrIOM
2.09.1 DESCRIPTION (SUPPLEMENTAL SECT:ON)
THIS WOW ALSO INCLLU THE EXCAVATION , HALL AMC DISPOSAL R ALL USUITi&E MATERIALS SUCH AS
PEAT, MOCX. SWAMPY R JSUITAPLE MATERIALS, INCLUDING SWIM LOGS NO S%WS.
2109.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL -C-0CEMCNT SECTION)
REPUUCE PARAGRAPH 2 WITH:
GAVEL BAWILL FOR FOUNDATION MATERIAL SHALL BE CHISIED OR PARTIALLY M19ED MATERIAL MEETING
THE REQUIREMENTS O SECTION 9-30.78 FOR GRADATION NO QUALITY,
2-09.3(1)O DISPOSAL OF EXCAYATM MATERIAL (PARTIAL REPLAIVIDE gCTION)
REPLACE THE SECOND NU THIRD PARAGRAPHS WITH:
THE LIMIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR 'OADINi
AND HAU ING THE MATERIALS.
2-09.4 MEASIPDENT (PARTIAL REPLACEMENT SECTION)
MININR TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT,
.WIZONTAL LIMIT FOR PIPELINES LARGER THAN AI INCHES, PIPE ARCHES MORE THAN 5D INCES IN SPAN,
STR'.E'LWAL PLATE PIPE, AND UNDERPASS SHALL BE 1.5 FEET,
LOEA LIMITS FOR PIPE. THE 80TT04 OUTSIDE OF THE PIPE, OR THE BOTTOM OF TIE REQUIRED BEDDING
MATERIAL WiLlL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER NAY SET ANOTHER
LIMIT WHEN EXCAVATION r',ST BE MADE BELOW GRADE.
DELETE THE LAST TWO PARAGRAPHS,
2-09.5 PAYMEN' (REPLACEMENT SECTION)
WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLGIIMO BID ITEMS, THE OWNER WILL PAY AS FO,LSWS:
1. 'STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD.
2. •STRUCTRE EXCAVATION CLASS B,-PER CUBIC YARD.
THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BIG ITEMS LISTED ABOVE SHALL 01 FULL PAY FOR
ALL LABOR, MATERIALS, TOOLS, EQUIPENT, NO PUMPING ICCLDING HALL. IF TIE "NIINEER ORDERS
THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS .OR ON THE PLANS, THE UNIT PRICE PER CUBIC
YARD FIR -SNUCTWE EXCAVATION CLASS A OR BY SHALL APPLY, BUT IF THE CONTRACTOR EXCAVATES
DEEPER THAN THE PLANS OP THE ENGINEER REQUIRES, 'HE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED
FROM KLOM THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE SHALL
REPLACE SSH MATERIAL WITH COCRETE OR OTHER MATERIAL THE ENGINEER APPROVES,
S,vlemoUtsl SoecSFicAtiuns
(MAY 01/I7/86) PAgp 22
2-09.5 CONTINUED
AMEN -STRICTURE EXCAVATION CLASS B• IS NOT I+CLUED IN THE BID JEMS THEN ALL EXCAVATION, AND
A.L Mk.L ND DISPOSAL BE EX'IESS ON JdSUITAOLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS NO
EQUIPMENT REQUIRED TO EXCAVATE TO LINE ND GRADE FOR ANY PIPE, CLA.VERT OR CONDUIT STALL BE
CONSIDERED INCIDENTAL TO THE PRICE PAID FL. TWIT PIPE, CTLVERT OR CONDUIT A/D NO ADDITIONAL
PAYMENT SHALL BE MODE.
5. •SHORING ND CRIBBING OR EXTRA EXCAVATIL SS A.....,' LUMP SM.
THE LUP SUN CONTRACT PRICE SHALL BE FUEL PAY FOR ALL LABOR, MATERIALS, TOOLS, NO EQUIPMENT
NEEDED ,0 BUILD, DEWATER, PLACE RIPRAP TO PREVDT SOUR, AND REMOVE THE SHORING. CRIBS,
COFFERDAMS ON CAISSIM.
IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, ON CAISSONS WHEN THE CONTRACT PROVIDES NO
810 ITEM FOR SUCH WORK, THE OWNER MIL. PAY AS PROVIDE", IN SECTION 1-04.4. IF THE ENGINEER
REQUIIES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS
BELOW THE ELEVATION SHOWN ON THE PLANS, THE DATER WILL PAY tHE LUMP SUM PRICE AN,NO MORE WEN
THE EXTRA EXCAVATION OE➢TH DOES NOT EXCEED THEE FEET, FOR DEPTHS GREATER THAN THEE FEET
BELOW THE ELEVATION SOWN ON THE PLANS PAVMLN'i MILL BE AS PROVIDED IN SECTION 1-00.4.
6. "GRAVEL BACWILI(KIND).' PER TON.
THE WIT CONTRACT PRICE PER TON FOR THE KIND AND 'CLASS OF GAVEL BACKFILL USED SALL BF FILL
PRY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED.
I UNLESS OTHERWISE SPECIFIED GRAVEL PACWILL, 'RAVEL BORROW, AND 8" RUN GRAVEL FOR TRENY.H
BACWILL 94ALL REFER TO GRAVEL BASE CLASS 8 AS DEFINED IN SECTION 9-3.10 OF THE SlPREANTAL
SPECIFICATIONS.
1. 'FOUNDATION MATERIAL LASS A OR CLASS B'. PER TON.
IF EXCAVATION BELOW THE ELEVATION SOWN ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR
UNSUITAELE MATERIAL IS REQUIREL BY THE VAGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT
REWIRED TO EXCAVATE, LORD, 14XL, AND DISPOSE OF SUCH MATERIAL, AMC TO REPLACE THE MATE^UAL
WITH FO MDATION MATERIAL CLASS A OR "ASS 8 SHALL BE PAID IN THE 8I0 ITEM -FOADATION MATERIAL
CLASS A OR CLM'.. "SECTION 9-03.1i'l)H, PER: -3N AJ NO ADDITIONAL PAYENT SHALL BE MACE.
2-11 iRDMi1O AND CIE/MAP
2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION)
AL'K.: TD PARAGRAPH 1:
T. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STLMPS, LARGE n3CKS AND BOLDER$, AND OTHER
IMIGHTLY MATTER OUTSIDE THE AREA STAKiL FOR CLEARING OR GRUBBING.
B. THIN TREES OR SRUSh AS REWIRE[: AY THE EM;INEER.
9. FILL NOES ':) BOOTH AND CONTOUR THE GROUND.
10. %APE TH£ ENDS OF CUTS APO FILLS TO FIT ADJACENT TERRAIN AND TO ENWDE THE AREA'S
NW EAAAM_'E.
11. OBLITERATE ABANDONED ROADS ANC RESHAPE THE AREAS TO BLEND NATLRALLY WI'H SURRO1OINGS.
Salle tal Specificatims
(ROY O1/27'86) Page 2)
5-0 ASPHALT COMDER PAVEMENT
5-D4,5 PAYMENT (PARTIAL REPLACEMENT SECTION)
I REPLACE ITEM iO •DRIVE WAY ASPHALT- WITH:
10. 'M15CELAEOUS AND/ON DRIVE WAY A5P1A.T,+ PER TON.
ALL COST FOR THE ITEM 12 MACK SEALING, 13 TEMPORARY STRIPING, 6 lA REMOVING TEMPORARY STRIPING
SHALL BE CONSIOERED INCIDENTAL TO AM INCLUDED IN THE UNIT CORRACT PRICE OF OTHER LIMITS OF WORK,-
5.0 Q]EMT ODmoETE PAVOENT
I5-05.00(16) CEMENT CONCRETE DRIVEWAYS (SUPP EM:NTAL SECTION)
COILYETE FOR DRIVEWAY., 9HA!_L 3E 3 MY MIX.
5-05.5 PAYMENT (PARTIAL RE!jACEDENT SECTION)
REPLACE ITEM 7 WITH:
T. 'CEMENT COCRETE DRIVEWAY- PER SOAK YARD
6-il BBDERMS (NOW gLTla)
E-11.1 (DESCRIPTION)
THE ►'RK OM'AI EO IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE
EXCAVATION ND SOPING OF THE CUT OR FILH_ SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK
RETAINING WALL WHERE SHOWN ON THE PLANS OR MERE DIRECTED BY THE ENGINEER.
6-11.2 MATERIALS
ROCK WALLS SHALL BE FO4ED OF LARGER PIECES Q QUARRIED DASALT, NCESITE OR OTHER IGEOS RODE.
INDIVIDUAL PIECES ON ROCK SHALL '+E SDHD AND RESISTANT TO WEATHERING. AMEN BROKEN INTO PIECES
WEIGHING 50 TO 130 GRAMS AHD TESTED FOR SJLIDNESS WITH SWILM SLLPATE IN ACCOR[AHCE WITH RASHID
T104, THE LOSS THROUGH A OE-INCH SIEVE AFTER 6 CYCLES 94LL NOT EXCEED 35%BY HEIGHT.
THE ROCK MATERIAL BALL BE AS NEARLY RECTNGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMA NAOMI OF
VOID SPACE BETWEEN THE BLOCKS. NO S70E SHALL BE USED WHICH C"ES NOT EXTEND THROUGH THE WALL,
THE ADCK MATERIAL SHALL BE HARD, SQUID. OURAB.E AND FREE FROM WEATHERED PORTIONS. SEMIS, CRACKS
AMC OTHER DEFECTS.
THE ROCK DENSITY SHALL .XIMM OF 160 PDODS PER CUBIC FOOT. THE SOURCE OF DPP• AND
REPRESENTATIVE SAMPLES O ERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE OELIVEHY TC THE
SITE.
THE ROCK WALLS SHALL BE COSTRUCTED OF TWO-MAN POCKS, (300 TO 600 POIOS) EACH 1!- IN ITS LEAST
DIMENSION: THEE4"ROCKS (800 TO 1,200 PONDS) EACM 16• IN ITS LEAST OIMENSION; FOUR-MAN ROCKS
(1,500 TO 2,200 PPM7Si EACH 18• IN ITS LEAST OIMENSION. THE ROCXS SHALL RANGE UNIFOWLY IN SIZE
FOF EACH CLASSIFICATION SPECIFIES. THE F"-MAN ROCKS SALL ONLY BE USED FOR TIE FIRST LURSE OF
ROCK IN WALLS OVER 6 FEET IN HEIGHT.
AAle tWl SDecl TicAtin s E
(RAY 01/27/86) Page 24
6-11.7 CONSTRUCTION REQUIREMENTS)
THE ROCK UNLOADING AT THE SITE WILL BE DUE IN WIN A NIVI ER AS TO SEGREGATE THE ROCK BY THE F—E
RANGES ITDICATED IN THE PEQ'DING PARAGRAPH.
THE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH. MDT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN
DEPTH BELOW SLX0tADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR WORE THAN ONE FOOT IN
DEPTH BELOW THE EXISTING GOAD LEVEL IN EliBINGENT SECTIONS. YEAS ON WHICH THE ROOTRRY 1S TO BE
PLACED SHALL BE TRIMED AND DRESSED TO CONFORM TO THE ELEVA- N OR SLOPE INDICATED. THE ROCK W_L
CONSTRUCTION SMALL START AS SOON AS POSSIBLE UPON THE CUPL' .14 OF THE CUT OR FILL SECTION.
ROCK SELECTION AND PLACEMENT SMALL BE SUCH THAT THERE WILL - NO OPEN VOIDS IN THE EXPOSED FACE OF
THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTIGN. THE ROUES SMALL BE PLACED 00 KEYED TOGETHER WITH
A MINIMUM OF VOIDS. PARTIOILAR ATTENTION SWILL BE Gl'VEN TO THE PLACING AND KEYING TOGETHER OF THE
FINAL CURSE OF ALL ROCKERIES. THE FINAL COARSE SMALL HAVE A CONTINUOUS APPEARANCE AND E PLACED
TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROCKS SHALL E PLACED AT THE BASE OF
THE ROKERY 50 THAT THE HMLI WILL E STABLE AND HAVE A SIAEE AP EARAMM. THE ROCKS SHALL E
CAEFLLLY PLACED BY MECHANICAL EQUIPMENT AND IN A MYIER SUCH THAT THE LONGITUDINAL AXIS IF THE
ROCK SHALL E AT R104T ANGLES OR PERPENDICULAR TO THE 10CIERY FACE. THE MOCKS SHALL MAVE ALL
INCLINING FACES SLOPING TO THE BAD( E THE ROCERY, EACH AN OF ROCKS WILL E SEATED AS TIGHTLY
AD EVENLY AS POSSIBLE ON TIE ROCK BELOW IN SUCH A MAKER THAT THEM WILL E NO MOVEMENT BETWEEN
THE TWO. AFTER SETTING A COARSE E ROCK, ALL VOIDS BETWEEN THE ROCKS SMALL BE CHINKED ON THE BACK
WITH QUARRY ROC( TO ELIMINATE ANY VOID SUTICIENT TO PASS A 2 INCH SOME Pmm.
6-11.7.1 ROCKERY BACKFILL
THE W BACKFILL SMALL CONSIST OF 1-1/2 INCH MINUS CRUSHED RO.K OR GRAVEL CONFORMING. TO SECTION
9-07.9(7) THIS MATERIAL WILL BE PLACED TO N B INCH MINIMUM THICKNESS BETWEEN THE ENTIRE HALL
AO TW OR FILL MATERIAL. THE BACKFILL MATERIAL WI_L BE RACED IN LIFTS TO AN ELEVATION
APPROXI N .Y 6 INCES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED AFTER EACH
VASE K ROOKS. ANY BACKFILL MATERIAL ON THE BEARING SPFACE OF Tr! ROCK COURSE WILL. BE REMOVED
BEFORE SITTING THE NEXT COURSE.
6-11.7.2 VAIN PIPE
A A INCH C AMETER PERFORATED PVC PIPE SMALL BE RACED AS A FOOTING ORAPN BEHIND THE ROCKERIES AS
SHOWN IN 'HE STANDARD PLANS, AC CONNECTED TO THE STOW DRAINAGE SYSTEM WHERE SHOWN.
6-11.7.7 EJLCTION OF MATERIAL
THE INSPECTOR WILL HAVE. THE AUTHORITY TO EJECT ANY DEFECTIVE MATERIAL ND TO SUSPEND AN- WORK
THAT 15 BEING IWWO--iLY DOE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED
MATERIAL WILL 1E REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHAG L BE REPAIRED OR
REPLACED AT NO ADDITIONAL COST TO THE OWNER,
6-11.1 MEASUREMENT
MEASUREMENT OF THE FINISHED ROCK MALL FOR PAYMENT WILL BE MAOE FROM THE FOOTING GRADE TO THE TOP
OF THE WALL AND ROARED TO THE NEAREST SQUARE YARD.
6-11.5 PAYMENT
PAYMENT WILL E MAR UNDER THE ITEM 'ROCK RETAINING WALL', PER SQUARE YAD,
THE UQT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCERY/ROO( STAINING WALL IN
RACE AMC SHALL INCLUDE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRED TO COMFLETE THE INSTALLATION,
SMOlaftentAl Spec1Y1c6tlms
f ReY 01/27/86) PAM 25
7-01 oWms .
7-01.4 MEASJUENT (ADDITIONL su,'ON
ADD TO PARAGRAPH 2:
"OEM THE CONTRACT DOES NOl INCLUDE 'STRICTUE EXCAVA-ION CLASS 81 AND •STgrTIpE EXCAVATION CLASS
B IM1tDLG HkL- AS A PAY ITEM ALL COSTS ASSOCIATED WIN 'rESE ITEMS 511au BE 1NC1lDED 1N OTHER
CONTRACT PAY ITEMS.•
7412 DIVERTS
7-02.2 MATERIALS (ADDITIONAL SECTIONN)
K10 TO PARAGRAPH 1:
PVC PIPE 9-05.12
PVC PIPE: MERE PLAN CM REINFORCED CONCRETE, STEEL, OR ALLMIMM ARE REFERRED TO IN SECTION 7-02
IT 941LL BE LOM57WO THAT IEFEIEMEE IS ALSO MADE TO PVC.
7-02.3(1)C PLACING PVC PIPE (ADDITIONAL YLTTON)
IN THE TIENCH. PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SON:., BE LAID BEGINNING AT TIE
LOWS ETD, WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USEn AS THE BEDDING MATERIAL .. 0 EXTEND
FROM 6• BELOW THE BOTTOM OF THE PIPE TO 6• ABOVE THE TOP OF THE PIPE, WHEN 17 IS NECESSARY M
CONNECT TO A ST%DTUE WITH A M M 001NT A RIBBER GASXETDI CONCRETE COLLAR WILL BE USED AT RE
POINT OF CONNECTION.
7-02.1 MEARNEIENT (PARTIAL REPLACEMENT SECTION)
DELETE LAST PARAGRAPH
7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS . THROUGH 20 AND REPLACE WITH:
1. SLOm drain pipe per L.F.
2. "T• X Corrugated Steel Am Pipe Der L.F.
3. •_• X Corrugated AlUldn AIM Pipe per ..F.
A. II p rete Class C• per C.Y.
5. "_• Oireatar Flared End Wtim Per Ea.
DELETE PMOHWANS 5 A 7
1-03 STl%CTUML RAIE PIK, PIPE ARCH ARCH. AND UQRPASS
7-MA MEASLIEIENT (PARTIAL REPLACEENT SECIIONi
ParagraM 5: REPLACE •ZCTION 2-09.4^ WIN 'SECTION 2-39.5•
SWISMental sped/icatims
(Rev 01/27irf) Page 26
7�3 s PAYMENT (PARTIAL REPLACE]"t SECTION)
DELETE ITEMS Al, 12 W4 13
REPLACE ..AST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOF ;TA& �ACITILL FOR FOUNDATIONS CLASS A
OR Q ASS 8 94ALL BE PAID IN AL^C� W1T4 SECTION 2-09.
14M STOW SEMM
7-34,2 M 'ERIALS (S_F*tD0rtAL SECTION)
ADO: PVC SERER PIPE 9-:15.12
PIPE BEDDING (SLPPLEIO:TA: SECTION)
ADO:
PIPE BEDDING FOR PVC SEWER PIPE SWGL CONSIST OF PEA GMVEL. IT SHALL BE P-ACE.: TO A OEP H O
6" OVER AND 6" UNDER THE EXTERIOR WALLS OF THE PIPE.
7-04.3(2)A SURVEY LINE 470 GRADE (PARTIOI. REPtACEIM SEfTIW)
REPLACE PARAGRAPH 1: WITH:
SURVEY LINE ANC '7UDE OIL. BE BY THE ENGINEER OR CONTRACTOR IN A Il14ER C041STENT
WITH ACCEPTED PW,ICES AND THESE SPECIFICATIONS.
1-04.3(3) BAO6ILLING STORM SERER TRENCHES (SPPLElENTAL SECTION'
ADD TO PARAGRAPH 3:
PVC PIPE SHALL BE BEDDED NO BAC)TILLED WITH PEA GRAVEL IN AMPONCE WITH 7-04.3(1) 8 PRIOR
TO BACNFILLING THE REMINDER BE THE TRENCH.
I ADO.
MEASUREMENT OF e#ac RUIN GRAVEL FOR TRENCH BACNFILL WILL BE 8" THE TON, IN ACCORDANCE WITH SECTION
1-D9.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING
A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVEA IS LESS.
7-Oq,A MFA9REMENT (PARTIAL REPLACEMENT SECTION)
REPLACE YAPAUUPH A WITH:
EXCAVATION OF THE STUIM SEINER TRENCH WI'.L BE MEASL ED AS STM,ETUE EXCAVATION CLASS 8 OR
STAWTRRE EXCAVATION CLASS 8 INCLUDING MqE, AS SPE-IFIED IN SECTION 2.D9.
7-OA.5 PAYIENI (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 1 THROUGH B AND REPLACE WITH:
I. " " Storm aver Pim, per L.F.
2. Cmcrete Class C, per C.Y.
REN NO BID ITEM "GRAVEL BALITILL FOR PIPE BEDDING" IS INCLUDED 1N THE SCHEDULE OF PRICES, PIPE
BEDDING AS 24DM IN THE STANDARC PLANS SHALL BE CONSIDERED INCIDENTAL TO TIE PIPE AD NO
ADDITIONA_ PAYMENT SHA L BE MADE.
Swle"entel Sped Tlcotlons
(Rev 01 27/36) Pape 27
7-04.5 CONTIVED
RIPACE PMAfFNM J WITH:
TESTING OF STOW SERER PIPE IF WO TIRED BV THE ENGINEER SMALL 8E COLSICEREO I-CIDENTAL TO RID
INCLUDED IN tit UNIT CONTRACT PRICES FOR OTHER ITEMS,
74E5 WASC ES. WAR ULM. OW DLETS, •D CATCH W6M
7-05.3i1) ADJU.'T1%MMlQES AND CATCH BASINS TO CRAM (SP'PLE?EN1A. SECTION)
ADD:
IN IPPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH
MOO ROCK ON RAVEL SI. BE CONSTRACTED TO A PRIM APPROXIMATELY EIOrt INCES BELOW THE
SIIAADE AD COVEPFO WITH A TEMPORARY WOW COVER. EXISTING WV44OLES S%- BE ^UT OF ANO
lD/EAfD IN A SINIUA WAR_^. THE CCHITWTOR SMALL CAREFULLY REFERENCE EACH 44egE 50 THAT
THEY MAY BE EASILY F1NVD UPON COPLETION OF THE STREET WORK.
AFTER PLACING THE GRAVEL OR M&CO STOW 9RFACING, THE MANH LES AND MM CLE CASTINGS SHALL
K ':ONNSTAUCTEO TO THE FINISHED 71AOE O THE ROADWAY SURFACE. EXfAVATIRh NECESSARY FOR
BRINGING NWNOiS TO MAX SHALL CENTER ABOUT THE NYWHOLE AND BE HELD TO THE MINI" AREA
NECESSARY, AT THE COMPLETION DF THE MAADLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE
BACMFILLED WITH NAFRIALS wMIC H RESLT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY
SECTION, AND BE THOROUGHLY CONWTEL. NEV BITUMINOUS SURFACE TREATMENT IS TO BE RACED, TIE
WWOLE CASTINGS 94ALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIGHER TWA THE ROADWAY SURFACE, AS
THE EW14M MAY DIRECT,
IN CEMENT CONCETE PAVEMENT MAeDLES, CATCH BASINS AND SIMILAR STRUCTURES SHALL BE CONSTRUCTED
AND ADJUSTED IN THE SATE ARCHER AS OUTLIREn MOVE EXCEPT THAT THE FINK ACXSTHENT SMALL BE
MADE AID CAST IRON FRAME BE STY AFTER FONS HAVE BEEN PLACED AD CEDED. IN PLACING THE
CONCRETE PAVEW" , EXTREME CARE .SMALL. E TAKEN NOT TO ALTER THE POSITION O THE CASTING :N MY
WAY,
IN ASPHALT CONCRETE PAVEMENT NW/HOLES SMALL NOT E A.USTED UNTIL THE PAVEMENT IS COFLE:TED,
A' WHICH TIME THE CENTER OF EACH MAICLE SHALL. E CAEFIA.LY RELOCATED FROM REFERENCES
PREVIOUSLY ESTAEISED 8" THE CONTRACTOR. THE PAVEMENT SMALL E CUT IN A RESTRICTED AEA AND
BASE MATERIAL E REMDVEf, TO PERMIT REMOVAL OF THE COVER. THE WWOLE 94ALL THEN E BRDANT TO
PROGEN CAME UTILII1HG THE SAE METHODS O CONSTRUCTION AS FOR THE MANHOLE ITSELF.
THE CAST IRON FRAME SHALL E A.ACEO ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED
OF". THE ASRALT CONCRETE PAVEMENT SHALL E CUT AWL REMOVED TO A MEAT CIRCLE, THE DIAMETER
O WHICH SMALL E EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO FEET. THE
BASE MATR:A'• AND CRUSHED ROCK SHALL E REMOVED AND CLASS 8(3/4) CONCRETE SMALL E PLACED SO
THAT THE ENTIRE VOLUME O THE EXCAVATION 15 REPLACED UP TO WITHIN RiT NOT TO EXCEED 1 1/2
INCHES OF THE FINISED PAVEMENT St/FACE. ON THE FOLLOWING DAY THE CONCRETE , THE EDGE OF THE
AVHALT CONCRETE PAVEMENT, AND THE OUTER EDGE E THE CASTING BALL E PAINTED WITH HOT ASPHALT
CEENY. ASPHA- -OCRETE SHALL THEN E PLACED AID COMPACTED WITH HAD TAPERS MAD A PATCHING
ROLLER. ASPHALT CONCRETE WILL E PAID FOR AS • 4SPALT CONCRETE PAVEMENT, CLASS 8 INCLUDING
PAVING ASPHALT PER MN-. THE COMPLETE PATCH BALL MATCH THE EXISTING PAVED SPACE FOR
TEXTURE, DENSITY, AND LWIFOR41TY OF GRADE, THE JOINT BETWEEN THE PATCH AND THE EXISTING
PAVEMENT BALL THEN E CAREFULLY PAINTED WITH HOT ASPHALT CEMENT DR ASPIALT EMILSION AMC SMALL
!r IMMEDIATELY COVERED WITH DRY PAVING SAD BEFORE. THE ASPHALT CEMENT SOLInIFIES. THE INSIDE
T,NWT O THE MANOE BALL E TNppUpEY MORTARED AND PLASTERED.
SuDlemvYta1 SWtt.ficstlms
tReY "/7f86) Pia 28
7-05.5(1) CONTINUED
ADJUSTMENT OF INLETS THE FINAL ALIGNMENT AND WADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS
TO BE AOOUSTED TO GRACE WILL BE ESTABLISHED FROM TW FORMS OR AO.IACONT PAVEMENT SURFACES. THE
FINAL
AD34TIENT OF THE TW O THE INLET MILL BE PERFORMED IN SIMILAR MAKER TO THE ABOVE FOR W01HOLES.
ON ASPHALT CONCIETY PAVING PROTECTS USING LIAR AD GUTTER SECTION, TAT PORTION OF THE CAST IRON
FRAE MDT EMBE00ED IN THE GUTTER SECTION SHALL BE SOLIOLY EMBEDDED IN C31WTE ALSO. THE COCRM
SMA.i EXTFJC A MINIMUM OF SIX INLES BEYOND THE EDGE OF THE CASTING AND SMALL BE LEFT 1 112 INCHES
BELOW THE TOP OF THE FRAME SO THAT THE "ING COURSE OF ASPHALT GGHCETE PAVEMENT BILL BUTT THE
CAST IRON FRAME. THE EXISTING CONCRETE PAVE)ENT AND EDGE OF THE CASTING SMALL BE PAINTED WITH HOT
ASPHALT CDENT, ADJUSTMENTS :N THE INLET STRCTGE SMALL BE CONSTRUCTED IN THE SAE MAKER AND OF
TW SAE MATERIAL AS THAT RLGUIRED FOR HEM INLETS. T'E IMSICl: OF THE INLETS SMALL BE MORTARED AND
'EKED.
WOPUENTS AND CAST IRON FRAME AID COVER MOKAENTS AND mOUMENT CASTINGS SHALL BE AD.MTED I._
GRADE IN THE SAE wwER AS FOR HANDLES.
VALVE BOX CASTINGS ADJUSIMENTS OF ',ALYE BOX CASTINGS SMALL BE MADE IN THE SAE MAKER AS FOR
WAN HOLES.
7-05.4 MEASUREIEHT (PARTIAL REPLACOENT SECTION)
REPLACE P/RAWAAI I WITH;
' MAMIOLES AND CATCH BASINS WI.L BE MEAyRED PER EACH FOR THE FIRST 10' AS WASMO FROM
FINISHED RIM ELEVATION TO '-f INYBRT OF THE LOWEST OUTLET PIPE. ALL DEPTH GREATER TAN 10'
HILL BE PAID AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE PER
Vm ICAI FOOT .
REPLACE PARAGRAPH a: WITH;
STRrTKE EXCAVATION CLASS B AO STRUCTURE EXCAVATION CLASS B, INCLUDING MALL WILL Be M.ASLBED
AS ZIFIED IN SECTION 2-D9.
7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION)
DELETE ITEMS 1 TWO" 10 AD REPLACE WITH:
1. "Standard MCMWles_", Per own
2. -Extra Depth Manholes!", per V.F.
5. 'Catch Basin Type_,_", per each
A. "Catch Basin Type_,_", eitnwt ratch, per each
5. "Extra Depth Catch Basin_-. per V.F.
6. "Adjust Manhole", per eac
"Adjust Catch basin", per each
B. "Ad'1st Valves", per each
9. "Adjust Mp ments% per each
DEL -E PARAGRAPH A
Sgleeantal Specifications
(Rev 01/27/56) Pa0e 29
7419 PIK 'T INNS FOR WATER ARDWS
7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS,
Pipe 9-30.1
OUCtile Iran P1De 9-30.1A
Fitting 9-30,2
OMctile Iran Pipe 9-30.2A
P1eat3C File Wrap 9-30.8
Trettr Tape 9-3C.9
7-10 TRENCH EX'. SEDDUC, NO 9AOEILL FOR WATER MUG
7.10.3(07)D EXTRA EXCAVATION (FVRTIAL REPLACEMENT
REPLACE PAAAMAP1 A WITH:
MEASUREMENT OF -BAN( RUN GRAVEN FOR TRENCH BACY(FILL' 1::L BE BY THE TON.
7-10,4(O4) BANK RUN OA EL FOR TRENCH BAI6ILL (REPLACEMENT SECTION)
MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION
1-09.1. OR BY THE CALCULATION OF MEAT LINES BATED ON MAXINUM TR�N7H WIDTH PER SECTION 2-09.4 USI%
A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS
7-10.5�02) REMOVAL 00 REPLACEMENT OF EXTRA EXCAVATION (P/dRTIAL,RM CEMENT SECTION) - DELETE
7.10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
PAYMENT FOR 'REMOVAL AND REPLACEMENT OF LNSUI7Aa.E MATERIAL' WILL BE CONSIDERED INCIOENTA,. TO
OTHER 810 ITEMS AID NO FURTHER COMPENSATION WILL HE MADE.
7-10.5(04) BANK RUN GRAVEL FOR TRENCH BACFILL (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH 1 WITH:
PAYMENT WILL BE MACE AT THE UNIT CONTRACT PRICE PER TON FOR -BANK RUN GRAVEL FOR TRENLI.
BAMILI' MHICM PRICE SMALL BE FULL COPENSATI(N FOR EXCAVATING, FURNISHING, H' ING, PLACING
AMC COMPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE UNIT CO CE IS THE
WASTING OF EXCESS AND UNJSASLE MATERIAL EXCAVATED FROM THE TRENCH,
7-IC.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION)
PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR -FOUNDATION MATERIAL' WHICH PRICE
SHALL BE FULL COPENSATION FOR EXCAVATING AND DISPOSING OF THE U991ITABLE MATERIAL ANn REPLACING
WITH THE APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.78(1)
Swl~tU Speci Ficetla
(Rev 01/27/B6) Page 30
11-11 /m DWA11AT101 POI OTC"NUNS
7-11.3(DA) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION)
• T:E POLYETHYLENE ENCASEMENT SHALL ALSO BE U6TALLEO ON ALL APPURTENANCES, SUCH AS PIPE LATERALS,
CCOUPLLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF M61 21.5 OR AWWA :7105.
7-11.3(09)A CONECTION TO EXISTING MAINS (REPLACEMENT SECTION)
ONTRACTOA INSTALLED COtECTIO.S:
CONNECTIONS TO THE EXISTING WATER MAIN SMALL NOT BE MADE WITHOUT FIRST 14WM THE NECESSARY
ANWMDDOITS WITH THE ENGINEER IN ADVANCE. WORK 9ftL NOT BE STARTED JNTIL ALL THE MATERIALS,
EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COWLETE THE WORK ARE ASSEMBLED ON THE SITE.
EXISTING WATER MIME SWILL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS
OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS O CONNECTION.
ALL DAMAGE CAUSED BY THE CORRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TC REMAIN
IN-SERVICE SHALL BE REPAIRED By THE CONTRACTOR AT NO AIDITIOAL COST TO THE STATt. THE
CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING
WATER MAIN THAT MIST BE MOVED. THE PIPE ENDS SWILL BE BEVELLED TO PREVENT DAMAGE TO RE
TRANSITION COALING CASKET OUTING INSTALLATION OF THE CW'LING. THE EXTERIOR JF THE EXISTING
PIPE END "ALL BE CLEANED TO A SOAP, SMOOTH FINISH BEFORE INSTALLATION OF THE COUPLING
TRANSITION COUPLINGS 94ALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC
FILM WRAP. THE PLASTIC FILM WRAP SMALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AMC
COUPLINGS, AND SECIPEO WITH 2-IWM WIDE PO.YETHYLEW ADHESIVE TAPE. PIPELINES IN WH.CM OE
COUP INDS ARE INSTALLED 9*1 BE WRAPPED A MINIMUM ' 3 FEET ON EACH SIDE O tHE CO)PL.1%.
ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHAD, BE MADE USING THE 2-INCH WIDE POLYETHYLENE
ADHESIVE TAPE, THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR
COLPLIND BALL BE EXPOSED TO THE WO(FII . CAPE SHALL BE EXERCISED OARING BACXFILLING TO
PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAAGED. PLASTIC FILM WRAP
AND ITS INSTALLATION SHALL CONFORM TO ANNA C105 EXCEPT AS MODIFIED HEREIN.
WHEN WONX 1S IN L iTARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION,
AND AS RAPIX� AS POSSIBLE UNTIL CDPLETED, ND SHUTOFF OF MAINS WILL BE PERMITTED OVERN.JHT
CA OVER WEEKENDS ON ON HOLIDAYS.
IF THE CONNECTION TO THE EXISTING SVS-EM INVOLVES TURNING OF THE WATER, THE CONTRACTOR SHALL
BE RES INSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED 3Y THE SHUTOFF. THE ENGINEER WILL ADVISE
WHICH PROPERTY ONERS ARE TO BE NOTIFIED.
THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION "ING TIMES OTHER THAN NORMAL
IMING HORS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM.
HATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN
REQUIRED.
NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE O THE WATER DEPARTMENT
IS PRESENT TO INSPECT THE WORM.
Supl~t$l "? Iflcotlom
(Rav 01127Vb6) Pop 31
7-11.3(D9)A CONTINUED
THE TYPES OF COAECTION.S ARE VARIEC AND 9AS'FSTED PIPING AWII08ENTS Hy. -EN 93MN 1N THE
PLANS. FOR THE INSTALLATION O THESE CONNECTIONS, TIE SURFACED PORTION OF HE P'UHOWAV SMALL
NOT BE PENETRATED UNLESS THE WNECTING POINT 15 DIRECTLY WADER IT. FOR CONNECT ION Br AM
OT40 METHOD, THE CONTRACTOR SHALL FAWISH t DETAILED 9ETCH FOR APPROVAL NOT LESS THAN TRIO
PEIXS PRIOR TD THE EXPECTED CONSTRUCTION.
1TY INSTALLED CONNECTIONS:
17CONNECTIONS TO EXISTING PIPIN: AND TIE-IMS ARE INDICATED ON THE DRAWOGS, THE CONTRACTOR KIS'
VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT,
CONECTIONS TO THE EXISTING WATER MAIN SMALL NOT HE MADE WITHOUT FIRST MIXING THE NECESSARY
ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. MIRK SILL NOT BE STARTED UNTIL ALL THE MATERIALS,
EQUIPMENT AND LAIR NECESSARY TO RiOPERL, COFLETE THE WORK ARE ASSEMBLED AN THE SITE.
THE CONTRACTOR SHALL PROVIDE ALL NRTERMS NECESSARY TO INSTALL ALL CONECTIOS AS INDICATED
ON THE CONSTRICTION DRAWINGS. THE CONTRACTOR SHALL PERFOM THE EXCAVATION, BEDDO., AND
BACXFILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY MILL
CUT THE EXISTING MAIN AM ASSEMBLE ALL MATERIALS.
WHEN THE CITY MAKES THE CONECT;aNS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT
REQUIRED OF THE CONTRACTOR SY L BE COSIOEXED ODIOENTAL AND ALL RELATED COSTS 90U BE
INCUAE➢ IN OTHER ITEMS OF WORK.
N-11.3(11) HYDROSTATIC PRESSURE TESL (REPLACEMENT SECTION)
ALL WATER MANS AND 4PPLRTEN4NC£S BALL BE TES1EO UNDER A HYDROSTATIC PRESSUF :QUA. TO 150 PSI IN
EXCESS OF MAT UNDER WHICH THEY WILL ORATE. IN ND CASE 94ALL TIE TEST PES9AE BE LESS TAN 200
PSI. ALL PUPS, GAUGES, PLUOS. SADDLES, CORPOAtION STOPS, MISCELLAEOUS H35E AND PIPING• AND
OTHER EQUIPIENT NECESSARY FOR PERFOBON: THE TEST SHILL BE FURNISHED AND OPERATED BY THE
CONTRACTOR. THE PIPELINE TRENCH 54ALL BE BACHPILLEO SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE
UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CUED TO REACH DESIGN
STRENGTH BEFORE TESTING, MERE PERMANENT BLOCK!G IS NOT REQUIRED, THE CONTRACTOR SAL_ FURNISH
AND INSTALL TEMPORARY BLOCKING AND REMOVE IT WIER TESTING.
THE MAINS SHALL AL FILLED WITH WATER AM ALLOWED TO STAND UNDER PRESSURE FOR A MINI" OF 2A HOOPS
TO ALLOW THE ESCAPE OF AIR ADAIR ALLOW THE L:MM OF THE PIPE TO ABSORB WATER. THE OWNER WILL
FURNISH THE WATER NECESSARY TO FILL THE P1PEL,iJES FOR TESTING PURPOSES AT A TIME OF DAY MEN
SUFFICIENT pUWTITIES OF WATER ARE AVAILABLE FOR NUpAL SYSTEM OPERATION.
ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - CPH
Nominal Pipe Di meter - Incnes
G 0 70 i2 16 20 24
A P 450 9.95 1.27 1.59 1.91 2.55 3.10 3.82
V T A 400 0.90 1.29 1.50 1,80 2.40 3.00 3.60
c E E P 350 0.54 1.12 1.40 1.69 2.25 2.81 3.37
A 5 S S 275 0.75 1.00 1.24 1.49 1.44 2.49 2.99
A T 5 1 2S0 0.71 0.91 1.19 1.42 1.90 2.37 2.85
G U 225 0.68 0.90 1.13 1.35 1.50 2.25 2.70
E R 200 0.6A 0.65 1.06 1.28 1.70 2.12 2.55
E
SRplmental SMr:.ifiCati"
(Rev 01/27/861 Page 32
7-11.5(11) CONTINED
`IF THE PIPELINE DOER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAlUlGE W:L_
ME THE SUM OF THE COPUTED LEAKAGE FOR EACH SIZE. OR FOR THOY DIAMETERS OR PRESSURES NCT
LISTED BY THE FOAMLA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATLAS.
GAUSS USED 'N THE TEST MAY BE REWIRED TO BE CERTIFIED FOR ACCUMCY AT A LABORATORY BY THE OWNER.
A VISIBLE LEAFAGE DETECTED SHALL BE CM"CTED BY THE CONTRACTOR TO THE SATISFACTION OF THE DINER
REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. S MILD THE TEST SECTION FAIL TO MEET THE
PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE COI' 0R SMALL, AT HIS OM EXPENSE, LOCATE AO
REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE.
ALL TESTS SHALL IE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AD PRESSURE AGAINST THE
HYDRANT VALVE. AFTER TIE TEST HAS SEH COMPLETED, EACH GATE VALVE 90" BE TESTED BY CLOSING EACH
IN TURN NO RELIEVING THE PRESSURE BEYOND. MIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF
THEE 1S NO 10EDIATE LOSS O PRESSURE ON THE GAUM MIEN THE PRESSURE DOMES AGAINST THE VALVE
BEING DECKED. TIE CO TRA TOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES
NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE,
SECTIONS TO BE TESTED SWAT. NORMALLY BE LIMITED TO 1.500 FEET. THE OWNER MAY REQUIRE TIN' THE
°IRST SECTION OF PI-E, NOT LESS THAN 1,Wj FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S
CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AD/OR THE MATERIAL. PIPE LAYING BALL NOT BE
CONTIIED MORE TH AN AMITIOMAL 1,000 FEET UNTIL DE FIRST SECTION SHALL AVE BEEN TESTED
SUCCESSFULLY.
PRIOR TO CALLING OUT THE OVER TO MITHESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL
EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE. SUCCESSFULLY KWW0ED TIE TEST TO
AS95E THAT THE PIPE 15 IN A SATISFACTORY CODITION.
BEFORE APPLYING THE SPECIFIED TEST PRESSRE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE,
VALVES AO HYDRANTS. 1F PEAWENT AIR VENTS ARE NOT LOCATED AT ALL 14164 POINTS, THE CONTRACTOR
SHALL INSTALL CORPORATION COCKS AT SUDN POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LIE IS
FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EKifX.LED, TE CORPORATION COCKS SHALL BE CLOSED NO
THE TEST PRESSURE APPLIED. AT THE CONCLUSION O THE PRESSURE TEST. THE CORPORATION 0006 SHALL BE
REMOVED AND PLUMED.
THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP THE REWIRED PRESSURE; STOP THE PUMP Fi A
MINIMM OF 15 -MUTES UP TO A MA/IMM O 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUP THE
MAIN AP TO THE TES' PRESSURE AGAIN, OUR1MG THE TEST, THE SECTION BEING TESTED SMALL BE OBSERVED
TO DETECT AA' VISIBLE LEWAG'E. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR RAPING W
PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF
CHLORINE TO A CONCENTRATION OF 50 MG/L.
THE QUANTITY O WATER REWIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE 94ALL BE ACCURATELY
DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER O SUITABLE SIZE SUCH THAT ACCURATE VOLUME
MEASUREMENTS CAN . MADE BY THE OWNER OR, 2) BY PUPING THROUGH A POSITIVE DISRACEWNT WATER
METER WITH A SWEEP UNIT MWD REGISTERING ONE GALLON PER EVOLUTION. THE METER SALT BE APPROVED BY
THE OWNER.
ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS:
SuDle mental 9wiRicatlms
(RWY 01/2T/86) Paw 33
7-11.3(13) CONTINUED
r
I. THE QWWRITY OF WA IR LOST FROM THE WIN SAL NOT EXID THE NUMBER OF GALLONS PER ,pp A`
LISTED IN THE FOL-ONINC TABLE.
2. THE LOSS IN PRESSURE BALL NOT EXCEED 1 PSI PER MINUTE (AMINO THE TEST PERIOD.
7-11.3(12) DECLORIW'ION (SSiPLEMENTAL SECTII
CECLORIWATION OF ALL WATER USED FOP DISINFECTION %ALL BE ACCOPLISED 11 ACCORDANCE l;TH THE
CIM STAFOAND DETAIL INCLUDED IN THIS OOLUEMT. WATER CWAININC CJLCPINE PESIOUAS SMALL HOT
DISPOSED INTC THE STOM DRAINAGE SYSTEM ON ANY WATERWAY.
11.3(13) CONCRETE THRUST BLOCKING (AEPLACEAFNT SECTION)
MOVIJE CONCRETE BLOCKING. AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS.
CONFORM TO THE CITY OF MENTON STANDARD DETAILS FOR GENERAL BLOCKING NO VERTICAL BLOCKS HEREIN.
tL FITTINGS TO BE BLOOMED SMALL BE RMPPHtD KITH A-MSL POLYETHYLENE PLASTIC. CONCRETE BLOCH(I/G
SMLL BE PROPERLY FDRiED WITH PLYWDD OR OTHER ACCEPTABLE FOMINC MATERIALS AND SHALL NOT BE
PANED AA(11C JOINTS. THE FORMS SMALL BE STRIPPED PRIOR TO BA06;LLING. SMACOU ROES, WHERE
REWIRED, SMALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SMALL BE GALVANIZED
A/O COATED WITH TWO CATS OF ASPHALT VARNISH,
7-12 VALVES FOR WATER MAINS
7-12.2 MATERIALS (SUPPLEMENTAL SECTZ, M;
VALVES SMALL BE (ESI(7ED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GTE VALES SALL BE
IONA LIST IA, KILLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENEDY, ON M W H,
APPROVAL OF VALVES HER TMM MODELS SPECIFIED SALL BE OBTAINED PRIOR TO BID OPENING,
ALL GTE VALVES LESS THAN 12' IN DIAMETER SHALL IMMLPOE AN B' . IA' CAST IRON GTE VALVE BOX AND
EXTENSIONS, AS REWIRED. ALL 12- DIAMETER AND LARGER GTE VALVES SHALL BE INSTALLED IN A VAUT.
SEE WATER STANDARD DETAIL FOR 12' GTE VALVE ASSEMBLY VAULT AND 1' BYPASS INSTALLATION.
7-14 WtIWMM
7-14.3(O1) SETTING HYDRANTS (ADDITIONAL SECTION)
HYDRMRS BALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIF.CATIONS C6OO-77, SECTIONS 3 T AND 3.8.1
AID THE WATER STADAD DETAILS. WDRANT AND CANARD POSTS SH RL BE PAINTED IN ACcO6EAMCT. WITH THE
WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SMALL BE PAINTED TO THE
CITY OF RENTON SPECIFICATIONS AND OEMro P05TS PAINTED WHITE. FIRE HYDRANTS BALL BE UP SUCH
LENGTH AS TO BE SUITABLE FOR INSTALLATION WIN CAECTIDL TO 6', B' And 10- PIPING IN TRENCHES 5
- 112 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SMALL BE DESIONED FOR A 4-1/2 FOOT 9pIAL
OEM 12' AND LARGER P',PE 15 SOWN U1E55 OTHERWISE NOTED ON THE PLAN.
7-14.3(O2) HYDRANT CONNECTIONS (ADDITIONAL SECTION)
FINE HYDRANT ASSEMBLY BALL INCLUDE C.I. TEE (W X FL). 6' GTE VALVE (FL A MU), 6' C.I. SPOOL (PE
A PE) 3' M.V.O. FIE HYDRANT (M) CGWECTION), B' X 2A• CAST IRON VALVE BOX, ADD 3/4 INCH SHACKE
00 WITH ACCESSORIES AND TOO CONCRETE OAR1 POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION
7A.:.13
5'01 xH:A1 Specl Yltetip
(RPY O1127/86) Pop 34
7-14.3(03) RESET
�-�-�� NG EXISTING HYDRANTS (PgpiIAL RE
--A- 1O1T,SECTION)
�'� �'�' 2 WI M;
THE
METNOD D NNRESSING THE HYDRANT
SMALL
7-1A.yO01 HYDRWNE�Y Mpnp pRE�aL�D�C�4D AS DIREC DIRECTED RI THE ENGINEER.BE OETERWIco By THE i710N5 FDUp IN THE cIELo
�ETEN7AL SECTIW)
THE UNIT CONTRACT PRICE PEH
PT THAT bl _
E UKT 'FAN
COMPLETE' SMALL BE THE SAE AS •MUlLRtOEpI CONTRACT PRI PIPE CONNECTING N OH MN EFO " ORANT ASSEMBLY CUREE•. ALL BE
7-13 switm COWECTI016
1-15.3 COSTRI{Ti ON DFTAILS
( CEMENT SECTION)
REPLACE lit SENTENCE PAARGNApN 5 WITH.
PIPE 4ATERIDR DRLS ETILE IRON USED iO
GA YAHIZED EXTEND OR REPLACE EXISTING RATER SERVICE LINES SNL
PIPE•
L BE CJPP.7+,
SERVICE LINE LUIECL RUN TO THE NEW MAIN WILL CONFORM TO THE ST44 ARD PLANS
FOR E HEREIN AS RIP-iCAIBE, ilE ENGINEER WILL INDICATE THE LOCATION F�
FAR EACH SERVICE Tp CP M��. THE CITY E RENTOM
CONNECTED. :1 TIE TAPS DN THE MEW WAIN
THE C04ORT RILL DIRECT
X. SOFTOFT FOR S/a• SERVICES. TAP MAIN FOR 374• SERVICE. THE CONTRACTDR WILL w C
7/
OPf{R iln F.• T'Yr�
TYPE I: CONNECTIONS TO EXi571MNG COPPER SERVICES WILL B: MAOC WITH FLARE T
TYPE S,
YM{, THLRL vMla
TYPE II: MERE EXISTING GAL% .'IZED SERVICES EXISTTHEY BALL BE REPLACED WITH A NEW COPPER P
SERVICE
CURB). PROPERTY LINE. (METERS OCATEp IN !PE
BAITER STRIP BETWEEN SIDEWALK AND
PPOPERTY TYPE
III: WHERE FUTURE STIR SERVICES SHALL BE INSTALLED TREY SMALL BE INSTALLED
LINE WITH A METER BOX (LESS 3/4 METER). A S0.IO CORE iNERI1E0
METER SHALL BE INSTALLED IN PLACP OF THE METER. SPACER THE HE
T ELENG AWY TO TTM CE p
7-17 Swarm' Sam
7-ll.2 MAF-TtAI RF_PLACEMENT SECT•LJN)
IN PARHGKAPM 1 :'METE: A 0 5 CQpOSITE, ASBE57DS BONDED C�PUDRTEU STEEL
IN PAR.1�TggH A DELETE: A P a COMPOSITE SEWER PIPE 9-05.14
7-17,7 2)G SEWER LINE CONECTI@g
SLPPLEIENTAL SECTION
LA1E55 OTHERWISE APPROVED BY THE
SHALL BE MADE ENGINEER, ALL CONECilDNS OF LATERAL SEWERS TOEXISTING
TIAO)C,HM A CASs :RUN SADDLE SECURED TO THE SEWER Ma EL IA;NS
WHEN THE EXISTING
PE MAIN IS COS-RLETED U' VITRIFIED IN WITH STAINLESS STEEL BADS,
DUCTILE IR(WN PIPE, THE EXISTING MAIN SHALL BE CLAY PLAN PLAN ON REIHFpNCED
CUE IRlt LEA, CONCRETE, CAST OR
SlAllowtal SPecl)icatim,
(RWY 01/27/86) POOR 35
7-17J(2)G CONTINUED
COMECT IONS TO EXISTING CONCRETE MANHOLES SMALL BE CO -DRILLEO, AND SHALL HAVE AN -0' RING RUWR
GASKET MEETING ASTM C-475 IN A MANHOLE COUPLING EQUAL TO THE JOHW 4WNILLE ASEESTO+-CEMENT
COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO BORE-N-SEAL.
7-17.3(2) 1 PROTECTION OF EXISTIW EWERAGE FACILITIES (SUPPLEMENTAL SECTION)
MEN EXTEND:YG AN EXISTING SEVER, THE DOWNSTREAM SYSTEM 940LL BE PROTECTED FROM CONSTRUCTION
DEBRIS BY RACING A SCREEN OR TRAP IN THE FIRST EXISTING MIWQE DOWNSTREAM OF THE CONECTIOI. IT
SWLL BE Tyf CONTRACTOR'S RESPWIBILITY TO MAINTAIN THIS SCREEN JR TRAP UNTIL THE NEW SYSTEM IS
PLACED IN SERVICE AND THEN TO REN-YE IT. ANY CONSTRUCTION DEBRIS WHIM ENTER THE EXISTING
0006TREAM SYSTEM. SMALL BE RDIUVE0 BY THE CONTRACTOR AT HIS EXPENSE, AD TO THE SATISFACTION OF
THE ENGINEER. MEN FIRST MANHOLE IS SET, IT'S OUTLET %DLL BE PLUGGED UNTIL ACCEP:C {E BY THE
ENGINEER,
77-1_;.3(A)1 TELEVISION INSPECTION (SUPPLEMENTAL SECTION)
ONCE THE TELEVISION INSPECTION HMS BEEN COMPLETED THE CONTRACTOR SMALL SUBMIT TO THE ENGINEEH THE
MITTEN REPORTS OF THE IK.ECTION PLUS THE VIDP.O IRKS. SAID VIDEO TAPES ARE TO BE IK :OAR
. J.'OPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS.TIE CITY SYSTEM ACCEPTS 1/2' WIDE
HIM DENSITY VIC TAPES. THE TAPES WILL BE RL'R AT STANaDIWO SPEED SP (1 5/16 I.P.S.).
7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION)
REPLACE PARAGRAPH A WITH:
EXCAVATION OF THE �EWR TRENCH WILL BE MEASURED THE SANE AS STRUCTUE EXCAVATION CLASS
B AS SPECIFIED IN SECTION 2,09.
I ROD.
IERSt/1EME/1T TF BANS RUN (RAVEL FOR TRENCH BACMffILL WILL BE BY THE TON, IN ACCOMADE WITH SECTION
1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MCXIMN TRENCH WIDTH PER SECTION 2-09.4 USING
A CONVERSION FACTOR O 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS.
7-17.5 PAYMENT (PARTIAL REPL'CEMENT SECTION)
REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 WIN:
1. _Sanitary Se.et Plpe', Per Linear Foot
2. _-'a_"_Tees- Per Each
3. -TV. lnapectim- Per LIAR SW
A. 'Bank CJ Gravel for Trench Backfill-, Per Ton
REPLACE PAR,11AR1 2 WITH:
THE UNIT CONTRACT PRICE PER L EAR FOOL FOR SEWER PIPE OF THE KIND AND SILL SPECIFIED
I SHALL BE FULL COMPENSATION FOR STRUCTURE EXCAVATION, DEWATER EIAW ILLING,
FURNISHING, HAULING AND ASSEMBLING IN PLACE THE COMPLETED INSTALLATION INCLUDING ALn.
SPECIAL FITTINGS, JOINT MATERIALS, TESTING KR SECTION 7-17.3W AM ADJUSTMENT O
INERTS TO MANHOLES FOR THE COMPLETION OF THE INSTALLATION TO THE REQUIRED LINES AND
GRADES.
DELETE PAHAW',`RS 3 and A
solenental SwIficotlms
(Rev 01127/56) Page 36
7-18 TRENCH PAVEMENT PATONIMI (NI SECTION)
7-16.1 DESCRIPTION
THIS WORK 94AL CONSIST OF THE PATCHING O VARIOUS TYPES OF PAVEMENT CUTS, PE PERFORMANCE OF
WHICH BALL BE IN ACCORDANE WITH THE WQUIRF?ORS OUTLINED HEREINAFTER AND AS SHOWN ON THE
STANDARD DRAWINGS.
7-10.2 MATERIALS
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS:
SITU41NDJS SURFACE TREATMENT ...... 5-02
ASPHALT CONCRETE PAVEMENT ...... 5-04
CEMENT CONCRETE PAVEMENT ...... 5-05
CUBS AND GUTTERS ...... 8-04
CEMENT CONCRETE SIDEWALKS ...... 8-14
7-18.3 CONSTRUCTION DETAILS
7-10.3(1) GENERAL
PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMMODATE THE DEMANDS OF TRAFFIC AND SHALL BE PERFORMED
AS RAPIDLY AS POSSIDLE TO RpVIDE MAXIMUM SAFETY AC CONVENIENCE TO PMUBLIC TRAVEL.
THE PLACING AND COPACTION OF THE TRENCH BACFILL, THE PREPARATION " COMPACTION OF THE SLBGNRDE,
AND THE PLACING AD COMPACTION O TIME CRUSHED SUFA,CIN; SHILL BE IN ACCORDANCE WITH THE
REQUIREMENTS O THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFI,;ICNS.
BEFORE THE PATCH IS CONSTRUCTED ALL PAVEENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE
PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE O A CONCRETE SAW
SMALL BE REQUIRED ULESS E7.CE7TED IN THE SPECIAL PROVIS;ONS OR BY THE ENGINEER,
CONCRETE USED IN PATCHES SHALL BE CLASS IS- (3/4) - 3 DAY MIX. CUBING COMPOUND AS SPECIFIED IN
SECTION 5-03.3(13) SHALL BE PLACED ON TIE CONCRETE IMEDIATELY AFTER FINISHING.
PROPER SIGNS, BARRICADES, LIGHTS Ap OTHER WANING DEVICES, AS MAY BE APPROVED BY THE ENGINEER,
SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC.
7-18.3(2) CEMENT CONCRETE PAVEMENTS
AFTER THE SLWIADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTFD TO LINE AND GRADE, THE
CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFT TO THE GRACE OF THE
ADJACENT PAVEMENT 1N ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. TWO" AND OUMY
JOINTS SHALL BE RACED AND EDGED WIFE DIRECTED. THE 95FACE SHALL BE FINISHED AND WASHED WIN A
FIBER BRUSH. APPROVED MIN'. COMPOUND SHALL BE RACED ON THE FINISHED CONCRETE IMMEDIATELY AFTER
FINISHING.
7-18,3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE
STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SHOWN
ON THE STANDARD CAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF
THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCO 400ATE THE ASPHALT PORTION ON THE PATCH, W435H
FINISHING WILL NOT BE REQUIRED. JOINTS SHALL BE RACED IF DIRECTED BY THE ENGINEER, WING SHALL
SE A0004PLISHM WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER,
spla tal Specifications
(Rev 01/27/W) Page 37
ASRIALT COMTE OR BITUMINOUS PLANT NIX SHALL NOT BE PLACED 1NT1L THE DAY AFTER THE CEMENT
COMTE HAS ®N PLACED, LKESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGE$ UD THE EXISTING
ASPHALT PAVEMENTS MD CASTINGS SMALL BE PAINTED WITH NOT ASPHALT IMMEDIATELY BEFOIE PLACING THE
ASP OLT PATCHING MATERIAL. THE ASPHALH COMEE PAVENDIT SWILL THEN BE PLACED, LEVELED, No
COPACTED TO COEOM TD THE ADJACENT PAVEII SUMACE, IMMEDIATELY TRUFArTER, ALL JOINTS BETWEEN
THE NEW NO ORIGINAL ASPHALT PAVEHONT SHALL BE MINTED WITH NOT A"%kT OR ASPWILT EMLSIOH AND BE
COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES.
7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE
AFTER THE SBGPADE HAS BEEN PREPARED AS 44DWV ON THE STNOAR9 DRAWING, OR AS DIRECTED a- THE
ENGINEER, ASPHALT CONCRETE PAVOENT CLASS B OR CLASS F 9ALL BE PLACED TO A T ICWESS OF THE
EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WNIOIEVER DEPTH IS TE
GREATER, AND C-WACTED TN THE WOOER SPECIFIED IN SECTION 7-18.3(3).
7-18.3(5) OIL MAT STREETS
THE EXISTING OIL MAT BALL BE UNIFORLY TRIMMED TO A STRAIGHT LIKE. AFTER THE SBOADE HAS BEEN
PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMUM OF TWO (2)
INCHES OF ASPHALT C04C ETE PAVEMENT CLASS B SMALL BE PLACED no CWkETED IN THE SAME WINTER AS
SPECIFIED IN SECTION 7-16.301.
7-18.3(6) INCIDENTAL WORc
ALL INCIDENTAL WORK AS REWIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED,
INC.WING JOINTS WHERE REWIRED, SHALL BE OONSIDEWD AS INCIDENTAL TO THE PATCHING AND THE COSTS
THEREOF SWILL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PiOVIDED.
7-18.4 HEASAFIENT
PAYMENT FOR PAVEMENT PATCHING WILL LILY BE HARE FOR MATERIALS USED WITHIN THE HEAT LINES 1 (OE)
FOOT ON EITHER SIDE OF THE MAXIMA TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4.
MEASAEMENT AND PAYMENT FOR CRUSHED ROC( SMALL BE AS COVM:0 IN OTER SECTIONS OF TH,S DOCUENT.
7-19.5 PAYMENT
PAYMENT W14L BE MADE FOR EACH OF THE FOLLOWING 8ID ITEMS AS ARE INCLUDED 1N THE PROP-, AL, AND
PAYMENT WILL BE MADE LIDER:
1. -BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING • PER SO. YU.
2. "CE EIT COMTE CLASS_ _NIX, FOR PAVEMENT PATCHING • PER W. YD.
3. "CEMENT COMTE CLASS _ _NIX, FOR PAVEMENT PATCHING - PER SO. YD.
A. 'ASPHALT CONCRETE CLASS •, FOR PAVEMENT PATCHING PER TON.
5. •ASPALT COMTE CLASS FOR PAVEMENT PATCHING PER SO. YD.
WHEN NONE OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING 94RLL BE CONSIDERED
INCIDENTAL TO THE PROJECT AND THE COSTS THEREOF SWILL BE INCLUDED IN THE ITEMS FOR WHICH PARENT
IS PROVIDER).
Suple tal Specificatt"
(Rev 01127/56) Pig, 36
8-04.311) CEMENT CONCPE'E CURBS. GUTTERS NO SPILLWAYS (PARTIAL RE�ILACEIENT SECTION)
REPLACE PARAGRAPH 1 WITH:
CMO C%"TE CURB, CURB 40 /UTTER, CUTTER MO SPILLWAY SK%— BE COSTRU',TED WITH
AIR ENTRAINED CONCRETE CLASS B SPECIFIED ON THE STANDARD PLANS AND CUE'U 4INO TO THE
I REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS B 3-AY MIT SHALL BE USED IN ALL
DEPRESSED :LABS FOR DRIVE WAY SECTIONS.
IN 0AAA9AN, b, LAST SENTENCE DELETE( `CUSS 0-
IB-DA.A NEASRE)ENT (SUPLEENTAL SECTION)
THE EXTRA DEPTH OF CUB AMC .aTEM, 40 THE I-DAY MIX REQUIRED ACRoss ORIVEYAY SECTIONS, AS SNUAN
ON THE STADARC PLANS, SHAALL BE CONSIDERED 1NCIO UTAL 40 NO ADDITIONAL PAYMENT SHALL BE HAOE.
8-w Fq7'W 1W6FIC CAB AID BLOX TwFIC CAS
847.1 DESCRIPTION (REPLACEMENT SECTION)
THE CONTRACTOR SALL FURNISH AND INSTALL PRECAST TRAFFIC CIAO Atli BLOCN TNAFFIr cue OF THE DESIGN
AO TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORANCE WITH THESE
SPECIFICATIONS 40 PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS
OR 45 DIRECTOR BY THE ENGINEER.
8-07.3 PAYMENT (REPLACEMENT SECTION'.
PAYMENT SHALL BE WADE BY THE FOLLOWING:
(1) 'Precast Traffic CIAM, Type A" Der lln. ft.
(2) -Precast Traffic Curt, Type C" per lln, ft.
(3) -Block Traffic Curb, Type A• per lln, ft.
(4) `Block Traffic Curt, Type C• per lin. ft.
6.0 RASTIC TRAFFIC BUTTONS
8-08.1 DESCRIPTION (REPLACENEN7 SECTION)
THE CONTRACTOR SAL. FURNISH Alt) INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS AEIE SOON ON
THE PLANS, OR WENE DIRECTED BY THE ENGUEER.
8-O6.2 MATERIALS (SRPLflE1TAL SECTION)
THE PLASTIC TRAFFIC MTOS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8.08 AM 9-2D.
B-D8.3 0DNSTRUC1ION REQUIREMENTS (%PPLEMENTAL SECTION)
THE PLASTIC TRAFFIC BUTTONS BALL BE ATTACHED TO THE PAVEMENT BY ONE 'f THE FO.LONING:
1. Placing Tack Coat of Mot Paving Ascmalt on P"ama t Surf,-^e ang firCy Dressing
the attm onto It.
2. Placing 441nesi" (epoxy) on pavek,Ht surface ano pressing the tattoo onto it.
8-06.A MEASIENENT (REPUCQENT SECTION)
MEASUREMENT WI-L BE BY THE UNIT, COMPLETE 1N PLACE.
Swl~tal Specifications
(R&V O1f27156) Page 39
8-08.5 PAYMENT (REPLACDENT SECTION)
PAYMENT SHALL BE BY THE FdLO I G;
(1) -10' Plastic Traffic &Atm, color,_- per m
60. LOBE W omm
8.09.4 IEAJE)ENT (POIACEENT SECTION)
NEAW1ElENT 11— BE LANE NNPAtER, TYPE 1 NnO TYPE II BY THE UNIT COPLETE IN BALE.
5-09.5 PAYNEH7 (REPLA. RENT SECTION)
PAYIENT SRAL, BE BY TIE FOLLOWING:
(1) V' LAW LINE Wb(ER, TYPE 1, Whitt- Per EACH
(2) 'A' LANE LIE WINNER. TYPE 11, CMOH(S)- Per Eam
6.13 NUABEIIT oems
CON5TRSTION REGIJIPDENTS (PARTIAL RER.ACOW SECTION)
REPLACE PARAGRAPH, 4
TIE MDA ENT WIL- BE FLM194ED NO SET BY TIE CONTRACTOR UNDER THE DIRECT SVERYISION Of THE
CITIES SIRKYOR.
8-13.5 PAYNENT (SLFPLEWNTAL SECTION)
THE NOkWNT WILL ALSO BE SUPPLIED NG RACED AS PART Or 'NOWIEW CASE AM COVER' AM ALL WORK 1N
SPPLYINL SAID NOAJENT SHALL BE CONSIDERED 11GIDENTAL TO THIS ITEM.
8-14 COOK WOEW S/OONUG
5-14.2 VATEAIA.S (PARTIAL REPLACIEENT SECTION)
DELETE PARAGRAPH 2
6-14.3(4) CIAING (PAR71AL WN-ACEWNT SECTION)
REPLACE PARAGRAPH , WITH:
THE CONCRETE S1DE10lK SHALL BE CUED FOR AT LEAST 72 HGURS AS SPECIFIED IN 5-05.3(13)8
OR AS APPROVED BY THE ENGINEER. WRING 71E MWG PERIOD, ALL TRAFFIC, BOTH
PEDESTRIAN AND VEWCILAR, SHALL BE EXCUSED. VEHILIAAR TRAFFIC 944LL BE EXMLKD FOR
9-CH ADDITIONAL TINE AS THE ENGINEER NAY OIRlCT.
Sml~tal SpKiflCatlma
(ABY 01/27/86) Page 41
615 TEMP
8-15.4 MEALNEEMT (PARTIAL REPLACEMENT SECTION)
REPLACE PRRAGARM 2 WITH;
NWD PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED,
REPLACE PARAGRAPH 3 WITH:
FILTER BLANKET RILL BE MEA9-W, By THE TON FOR MATERIA, ACTUALLY PLACED NC ACCEPTED.
8-15.5 PAYMENT (PARTIAL RERA(flENt SECTION)
PARAGRAPH 1 REPLACE ITEMS 5 AM 7 WIN:
5. %wo Plmme RID ku.. (. r Tm
7. 'Fllt6r Blswet• Per TW
REPLACE PARAGRAPH 1 WITH:
THE (NIT CONTRACT PRICE PER TON FOR 'FILTER BLANKET- STALL BE FULL COMENSATION FOR ALL COSTS
IN C(PK TION WITH FLOWSMMING ND RACING A FILTER SLMKET.
840 111101IMTION. TPRTIC SISK SVST95 AM ELECTRICAL
B-ZD.5(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION)
THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE
LOCATIONS INDICATED CAN THE CONTRACT PLANS OR AS DIRECTED BY THE EKIMEER, ALL TRENCHES 9ALL BE
BAWILLED IN MCORDNL'E WITH TEE APPLICABLE PORTIONS OF THE STi.:A)W SPECIFICATIONS.
TRENCHING FOR CONDUIT RUNS 94ALL WE DOE IN A MEAT RANKER WITH THE TRENCH BOTTOM GRADED TO POVIDE
A UNIFORM LADE. NO WORK BALL BE COVERED WTIL IT WAS BEEN EAMINED BY THE ENGINEER. BACMFILL
MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SMALL BE FREE OF ROCKS GREATER THAN TWO
INCHES IN DIAMETER TO A DEPTH OF SIX INCHES NAVE THE CONDUIT.
TRENCH WITHIN THE ROADWAY AREA 94ALL USE SELECT TRENCH BAMILL ATD SMALL CONSIST OF MATERIAL AS
IDICATED IN THE SPF.;IAL PROVISION AND SCHEDULE OF PRICES. THE SOURCE AND g ALITv OF THE
MATERIAL SMALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TNEIIOM BAC ILL WITEUN THE SIDEWALK AREA
CAN BE MADE WITH MCEPTRBLE MATERIALS FROM THE EXCAVATION AND 9A61. BE CONSIDERED A NECESSARY PART
OF AN) INCIDENTAL TD THE EXCAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIOS. THE CITY
RESERVES HE RIOT TO MN(E ADDITION$ OR DELETIONS TO THE TRENCH WHICH PROVE WECESSAAv FOR THE
COMPLETION OF THIS PROJECT.
THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH
WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CODUIT CAN BE INSTALLED WITHIN
THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER.
0-20.5(41 FOUNDATIONS - COOACET� (REP.ACEENT SECTION)
THE CONTRACTOR 90Y PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOADATIOS FOR AND TO TIE
DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE
INSTALLED THEREON.
SUDl~tRl Sped FicKtims
(Rev 01/27/86) Page Al
8-20.3(4) CONTINED
ALL EXCESS MATERIALS AM TO BE REMOVED FROM THE FO NDAT7C�MT�KCTJOMN SITE MD OIF09E0 OF AT
THE CONTRACTOR'S EXPENSE.
CONCRETE SHALL BE PLACED AGAINST UDISTUOED a" IF POSSIBLE. BEFORE PLACING THE COEIETE THE
CONTRACTOR 94ALL BLOC(-OUT AROUND AA OTHER UOEMAgIU UTILITIES THAT LIE IN THE EXCAVATED BASE
50 THAT THE CONCRETE WILL NOT AOEE TO THE UTILITY LINE. CONCRETE FOUNDATIONS 9041 BE
TROELm, BRUSHED. EDGED AND FIN19E0 IN A WOsOYW@IIP-LIKE IN"". 03MTE SHALL BE PROMPTLY
CLEWED FROM THE MKISED PORTION OF THE NOW BOLTS AO CONDUIT AFTER PLamETR. DONATION
SHALL ALL BE CLASS 'B' CONCRETE. AFTER A CURING PERIOD OF TWo KEENS, THE CONTRACTOR MAY INSTALL
THE APPLICABLE DEVICE THEREON.
TABLE 1
TYPE OF DEVICE DIMENSIONS
Street Light Pole A' Oeep K Y' SR. or Die.
Signal Pole 7' Deep x M` SO. or Die.
Sight Controller See Detail Sheet
Street Light Control Cabinet See Detail Sheet
Special Base Sec Detail Sheet
ALL CONCRETE FOUNDATIONS 9ALL BE CONSTRUCTED IN THE WANNER SPECIFIED BELOW;
1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF MIS PRD,)ECT, THE TOP
OF THE FOUNDATION 94ALL BE W" FLUSH WITH THE TOP O THE SIDEWALK OR ISUHC. (SEE DETAIL
SHEET)
2) WERE NO SIDEWALKS ARE TO BE INSTALLED, THE WADE FOR THE TON OF THE FO 40ATION 94ALL BE
AS SPECIFIED BY THE CCDEER. (SEE DETAIL SHEET)
ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE
ENGINEER IN THE FIELD.
8-29.3(5) CONDUIT (REPLACEMENT SECTION)
THE CONTRACTOR WALL PROVIDE ANC INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED
ON THE PLANS, CONDUIT SIZE SN ALL BE AS INDICATED ON THE WIRING AC CONDUIT SCHEDULE SHOWN ON
PLANS.
CONDUIT TO BE PROVIDED AND INSTALLED WALL BE OF THE TYPE INDICATED BELOW;
1` SCHEDULE 40 HEAW WALL P,V.C. CONFORMING TO ASTM STANDARDS SMALL BE USED WHENEVER THE
CONDUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA.
2) SCHEDULE BO EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SMALL BE USED WHEN THE
OMIT IS TO BE RAM WITHIN THE ROADWAY AREA.
ALL JOINTS WALL BE WAGE WITH STRICT CO LIACE TO THE WANRACTUER-3 WXONEDATIO6 REGARDING
CEMENT USED AND ENVIRONMENTAL CONDITIONS.
91pl~tAl Sped Ticatione
(Rev 01/27/8e) Poe 42
8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTIONZ
THE COW.(ACTOR SMALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AHD SIZE AT THE LOCATIONS
SPECIFIED 1N THE PLANS NO AS PER DETAIL SHEETS,
THE INSCRIPTION ON THE COVERS OF ALL "CTION BOXES SHALL BE AS INDICATED BELOW:
1) STREET LIGHTING ONLY: "GHYING'
2) SIGNAL ONLY: -SIGNALS'
31 TRAFFIC SIGNAL NO STREET LIGHTING: 'TS-LT'
A) TELEMETRY OLY: -
TELEMETRY-INSCRIPTIONS ON .}ACTION BOXES PERFORMING THE SAME FUNCTION. I.E. STREET LIGHTING, TRAFFIC SIGNA,
OR BOTH, SMALL BE CONSISTENT THUGHDJT THE PRO.IECT,
ALL 3NCTIO+ BOXES SMALL OF. INSTALLED IN COEOiWCE WITH PROVISIONS CONTAINED IN THE STANDARD
PLANS AND DETAIL SHEETS,
THE WIT CONTRACT PRICE PER EACH FOR 'DESIGN 3' OR 'DESIGN C' .UCTION BOX 94ALL BE FUEL
COPENSATION FOR FURNISHING SW AND FDA ALL COSTS Or LABOR, MATERIAL, TOOLS, ND EQUIPMENT
NECESSARY TO PROVIDE NO INSTALL THE JUNCTION BOXES INOLUDENG EXCAVATION, BAOMILLING AND
COMPACTION ALL IN ACCOOACE WITH PLANS, SPECIFICATIONS ND DETAIL SHEETS,
8-20.3(9) GRONDIHG (REPLADLENT SECTION)
ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE
CABINETS SMALL BE GROUOED TO A COPED CLAD SOLID METALLIC GDUO ROD S/B' IN DIAMETER A 8-0' IN
LENGTH COMPLETE WITH A e6 BARE COPPER BOOING STRAP LOCATED IN THE NEAREST .UNCTION BOY. MIND
ADDS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR
CONDUCTORS.
8-20.3(30) SERVICE (REPLACflENT SECTION)
TWEE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW:
1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC 5I(NAL
SERVICE ONLY)
2) TYPE 11, SYSTEM SWILL BE SINGLE KYLE 240 VOLT, 2 WIRE, A CYCLE A.C. (STREET LIGHTING NON
CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIFE)
3) TYPE III SYSTEM SMALL BE SINGLE PHASE 120l240 VOLT, 3 WINE 60 CYCLE P.C. (STREET LIGHTING
CONTACTOR/TRAFFIC SIGNAL, F/DODED NEUTRAL SERVICE)
THE POWER SERVICE POINT SHALL BE AS NOTED ON TTE PLANS AND SHALL BE VERIFIED BY THE EECTRICAL
SERVICING UTILITY.
6-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION)
XADERMOW CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SMALL BE STRANDED CLIPPER, THW GLIDE WITH
600 VOLT INSULATION OF THE S12E NOTED ON THE PLANS AD WIRING SCHEDULE.
SMR1eWentel swtflcetlo s
(ROY 01/27/06) POOH 43
0-20,3UN CONTINUED
SPLICING tr THE STREET LIGHTING CIRCUIT WILL BE MAOE ONLYES AND THE SPLIC7, .,
A PKSM TYPE DEVICE WERE THE COBECTION AF THE WIRE TO THE MIT IS ACHIEVED BP CRIMPING OR BY A COPRESSIQ
BOLT. NO TWIST ON TYPE CONNECTORS SMALL BE ALLOWED. AFTER THE MIT WAS SEEN INSTALLED, ALL EXPOSED SURFACES OF
WIRE AND MIT SHALL BE PLACED IN A CAM PLASTIC FOM AND FILLED AM EPDXY TO FORM A RATEA_TIGHT SEAL. HATERIA
USED FOR THE SPLICE MIT BALL BE COPATIB.E WITH THE WIRE MATERIAL. TWO QUICK DISCONECT KITS, S.E.C. ON EQAL
SHALL BE FINISE0 AD INSTALLED. WITH FUSES, BY THE CONTRACTOR FDA EACH LIGHT STANDARD INSTALLED. ALL
MATERIALS 94ALL BE COMPATIBLE WIIN THE C9PPER COUICTORS AND ITS INSULATION. THE CONTRACTOR SHALL SUBMIT
SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL
B_2O.3(13)A LIGHT STANDARDS (SUPPLEMENIAL SECTION)
THE HMO MULE SMALL BE LOCATED 9O0 TO THE DAVIT ATM ON THE SIDE AWAY PROM TRAFFIC. A GROUNDING LUG OR NUT 9AL
BE PROVIDED IN THE HWWD MOLE FRAME OR INSIDE THE HAD MULE FRAME 09 INSIDE THE POLE SHAFT TO ATTACH A D OM
BOOING STRAP.
ALL POLES AND DAVIT APHS SHALL BE CESIGED TO SUPPORT A LUMINAIRE WEIJHT O % LOS. OR MOTE AND TO WITHSTAND
PRESSMS CAUSED BY WIND LOADS OF B5 M.P.M. WITH GUST FACTOR OF 1.3.
ALL POLES SHALL MAINTAIN A MINIMA SAFETY FACTOR OF 4.39 P.S.1, ON YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P,S.1
FOR BASIC WIND PRESSURE.
DAVIT ARMS
THE DAAVIT STYLE ARM SHALL INCORPORATE A 5,9- RADIUS BEND AS REASLKD FROM THE CENTERLINE OF TINE SHAFT, THE
OUTER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL TO .20 ABOVE HORIZONTAL AND SMALL BE FUMI9ED WITH A 2•
DIAMETER AIPFITTER WITH A MAXIMUM LENG'H OF " B" - TO FIT THE LtMIMA1RE SPECIFIED.
THE POLE END OF THE DAVIT ARM TUBE SHALL RE FASTENED SECURELY TO THE TOP OF THE 94AFT PROOJCING A PLUSH .,JINT
WITH AN EVEN PROFILE.
ANCHOR BASE
A ONE PIECE AMMR BASE OF ADEQUATE STRENGTH, 94APE AND SIZE SHALL BE SECURED TO THE LOWER END OF THE SHAFT SO
THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE AFT AT ITS YIELD
POINT, THE BASE SMALL BE PROVIDED WITH FOND SLOTTED OR POUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS
94ALI BE PROVIDED WITH EACH POLE.
ANCHOR BOLTS
FOP MIOH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEKNITS AND TWO MASERS, SHALL BE FURNISHED WITH TH
PALE. EACH ANCHOR BOLT SHALL HAVE A A• "L` BEM AT THE BOTTOM END AND BE THREADED AT THE TOP END. THREADED
ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED, THE ANCHOR BOLTS BALL BE CAPABLE OF RESISTING AT ITS
YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT,
MISCELLAEOUS HARDWARE
ALL HARDWARE (BOLTS, NITS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL.
SpIWPNntAl Specificstlms
(RAY O1/27/66) PAGP 44
�.U(3)A NI/T 1NE0
I.D. (IOENTIFICATION FOR POLES)
THE CONTRACTOR SMALL SUPPLY AD IkMALL A COMBINATION OF 4-0IGITS 40 ONE LETTER ON EACH LIGHT
ROLE. THE LETTER AMC MABEFS CABIWATION SHALL IL MINTED A' THE 13 FGNT LEVEL ON THE POLE FACING
APPROACHING TRAFFIC. LEGENDS SMALL BE SEA_ED WITH TPANSPAREHT FILM, RESISTANT TO DUST, HEATHER
AND LLTCNAVIOLET E1P%NE. TIE DECAL MAAQRS SHALL BE 3 INCH SpiWE WITH MIMIC GOLD, WHITE
AEFLECTOHIZED 2 ANON LEGEND CH A BLACK BACNQ0.►p.
1.0. NOW WILL BE ASSIGNED TO EACH POLE AT THE 00 N THE CONTRACT OR PROJECT BY TIE CITY
TRAFIIC ENGINEERING OFFICE.
COST FOR THE DECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID.
DELETE CDM LETE SECTION AND REM-ACE WITH THE FOLLOWING:
LIO1T STANDARDS SHALL BE SPIN ALUMINA DAVIT STYLE AMC SHALL MEET THE POLE DETAIL REOJIREIENTS
INDICATED BELOW AD THE DETAIL SHEETS AT .HE END OF THESE SPECIFICATIONS.
THE POLE SHAFT SHALL BE PROVIDED WITH A A• A 6- FLUSH HARD HOLE HEAR THE BASE AHD A WATCHING METAL
COVER SECINEO WITH STAINLESS STEEL SCREWS OR BOLTS.
ALL TENDS SHALL BE FACTORY INSTALED AND ALL WELDING %ftL BE COMPLETED PRIOR TO GALVANIZING.
ALL SIGNAL POLE FOADATIONS SMALL BE CONSTACTEO TO PROVIDE THE POLE ORIENTATION NOTED IN THE
PLANS.
THE POLE SHALL BE ADJUSTED FOR ^LOB AFTER ALL NEEDED SIGNAL EWIPIE3NT HAS BEEN INSTALLED THEREON.
a-20.3(14) SIGNL SYSTEMS (SUPPLEMENTAL SECTION)
ALL SIGNAL CONDUCTORS SMALL BE STRANDED COPPER AND 9ALL HAVE 600 VOLT TM INSLLATION AHD BE OF
THE SIZES NOTED ON THE DNS. ALL ooXII-C%erT,)AS USED FOR THE SIGNL SYSTEM SHALL COfOaH TO
DIVISION 9-29.3 W SMALL BE OF THE SUES NOTED ON THE SIGNAL WI:lN: SCHE0.EE AND WIRING DIAGRAM.
ALL STRANDED WIRES r M1NATED AT A TERMIWLL BLOCK SALL HAVE AN OPEN END, CRIMP STYLE S OEMLESS
TERMINAL CONNECTOR, AND ALL SOLID WINES TERMINATED AT A TERMINAL BLOCK SMALL WAVE AN OPEN END
SODDED TERMINAL COPECTCR. ALL TERMINALS SHALL BE INSTALLED WITH A TOOL DES1OED FOR THE
INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AD CRIMPING WITH PLIERS, WIRE NTTERS, ETC., WILL
NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO
MACE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING O ANY TRAFFIC SIGNAL -CMWCTOR SHALL BE
PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS, ALL CODRCTOR '015 SHALL BE. ATTACHED TO
APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSIAE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SALL BE
THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS.
8-20.3(l4)1) TES' FOR Ita CTION LOOPS AND LEAD-IN CABLES (ACDITIOAL SECTION)
THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SNAIL FJM194 THE ENGINEER W1TM A COT,# OF
THE RESULTS.
8-&3114)E SIGNAL StAGA1DS (REPLACEMENT SECTION)
THE CONTRACTOR SHALL FI MISH AND INSTALL TRAFFIC SHOAL STAOIWOS .N ACCODANCE WITH THE METHODS
AD MA'ERIA.S NOTED IN THE CONTRACT PLANS AND THEM SPECIFICATIONS,
SNDleWenlal Sped Ylca:iml
(RW,# 01'27/56) Page AS
ILL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE EMIMEFIR PRIOR TD FABRICATION.
ALL ENTRMCE'.S REQUIRED FOR PI04WED SIGNAL HEADS, CABINCTS, 5106, PEDESTRIAN PUSH SJTTON
ASSEMBLIES, ETC, 90 B: FIELD DRILLED,
B-ID.A KASJEMENT (REPLACEENT SECTION)
IEAXpEIEN' FOR TRENCH AD BAL151LL RILL E BY THE LINEM FOOT.
NEASUEHENT FOR SELECT TIENCN BAC6ILL RILL E BY TIE TON.
NEAS.RE/ENT FOR S104AL STANDARDS AD SIGNAL COD"TORM HILL E BY PER EACH AD PER LINEAR FT/LUMP
S1N.
NEASAEMENi FOR fO►DATIONS - CONCRETE, 'RILL E BY THE UNIT FOR EA'N TYPE SPECIFIED, COMPUTE IN
PLACE.
MEASUREMENT FOR C(PWIT RILL E uY THE LINEAR FOOT,
NEASWE)ENT FOR ,UNCTION BOSS, HILL E BY THE UNIT FOR EACH TYPE SPECIFIF , COMPLETE IN RACE.
WEPLCEMENT FOR LIONT STANDARDS, RILL E BY THE UNIT PER EACH, COFLM IN PLACE.
8-27.i PAYMENT (REPLACEMENT SECTION)
PAYMENT WILL. E MAa UDFA:
1) 'EIEMCH AND BAWILL, RIDE, OEEP", per LIrMPr FRRt.
2) -SELECT TRENCH BRLXFILL", Pot Tpn,
THE UNIT CONTRACT PRICE FOR TRENCH AD BACXFI.L PER LINEAR FOOT -#MALL E F,AL CO -ENSATlb4
FOR FACAVATIN(I, LORDING, HAULING AD OTHERWISE DISPOSING OF THE "STE MATERIALS, FOR
BACY6ILLING 00 TAPING BACFILL MATERIAL AD FOR THE RESTORATION OF THE TRENCM AS 90AJ
ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH TESE SPECIAL
PROVISIONS ANC THE STA OW PLANS AND SPECIFICATIONS.
I) FO.ADATJa• PFR EALN
A) •CONDUIT, P,V,C., SDCDLU AD, • Pet Lin, F.,
S) 'COWLIT , P,V,C., SCEOLLE $0, ' PAT Lin. ft.
6) 'OESIOH ]ACTION BOX", PER E".
F) 'STREET L1047 STANDARD ', PER EACH.
S) 'SIGNAL STNDAD, TYPE_- PER EACH
9) 'DETECTION LOOP RETURN CABLE, 2/C- W- PER LIMIAL FOOT
10) 'SOELOED PRE- EMP,IOM CABLE, VC SD- PER LIN, FT,
11) '9NIELDED INTERCONNECT CABLE, _M- PER LIN. FT.
12) "TRAFFIC S104AL WINE- PER LUMP,SIM.
17) 'INONCTOR LOOP V041CLE OETECTOP SAW CUTTiMG.' PER LINIAL FOOT,
THE WIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AD PER LIN. H"./UNP 9AN ON TRAFFIC
S)FM& SYSTEM WIRE WILL E FULL COPO/SATIOJ FOR FURNISHING AND INSTALLING THE STADAR0.5
AD WIRE NO FOR ALL OTER MATERIALS, TOOLS, EQUIPMENT NECESSARY AND/OM INCIDENTAL TO THE
INSTALLATION AS PER THE CONTRACT PLANS AD THESE SPECIFICATIONS.
S,DlwnTAl SwificAtlaM
(RAY 01/27166) NPA91 46
8-72 PRVI" NWWWcncs
8-22.: DESCRIPTION (PARTIAL RUNACflENT SECTION
SKIP CENTER STRIPE - DELETE ND REPLACE WITH:
A RUDER YELLOW LINE A INCHES WIDE. THE BROKEN OR •SKIP• PATTERN SM4L BE BASSO ON A 254WT
WIT CONSISTING J A 10-FOOT LINE AID 15 FONT CAP. SKIP CENTER STRIPE I5 l6EO AS CENTER LINE
OELINUTION ON A TWO LANE TWO MY R000WAY.
008E YELLOW (ENTER STRIPE - DELETE NE REPLACE WITH:
TWO SOLID YELLOW LINES, EACH A INC ES WIDE, SEPARATED BY A A IND, SPACE. DOUBLE YELLOW CENTER
STRIPE IS K6ED AS CENTER LINE DELINEATION ON HELT1-LANE, TWO-WAY ROADWAY AND FOR
CHANIN LIIATION.
EDGE STRIPE - DELETE
GpE STRIPE - DELETE NO REPLACE WITH:
APPROACH STRIPE - A SOLID WHITE LINE, 6 INDFOURS WIDE, USED TO DELINEATE TLRm LAWS FOUR THRONG.
LASS, FOR TRAFr IC ISLANDS AND CROSS N ASI NARKS
LANE STRIPE - DELETE AND REPLACE WITH:
A BROKEN MITE LINE, A INCHES WIDE. USED TO DELINEATE ADJACENT LIES TRAVELING IN THE SANE
OIREC'ION. THE BROKEN OR `SKIP• PATTER, SMALL BE BASED ON A 25 FOOT WIT CE661STING OF A 10
FOOT ,.NNE AND 15 FONT W.
NO PASS STR:PE: DELETE
REVERSIBLE LANE STRIPE- DELETE
TWO WAY LEFT T71RN STRIPE - DELETE AND REPLACE WITH:
A SOLID YELLOW LINE, A INCHES WIDE, WITH A BROKEN YELLOW LINE, A INCHES WIDE, SEPARATED BY A
INCH SPACE. THE BROKEN OR 'SKIP• PATTERN WILL BE BASFU ON A 25 FONT WIT CONSISTING OF A 10
FOOT LINE NO A 15 FOOT SPACE 9SEE DETAIL SWEET).
BAR T STRIPE - DELETE AWE/ REPLACE WITH:
A SOI ID YELLOW LINE. IB TO 24 INCES WIDE.
CROSSWALK STRIPE - DELETE AND REPLACE Wllm:
A S0.1D MITE LINE, 12 INDES WIDE, INSTALLED PARALLEL TO MOTHER CROSSWALK STRIPE WITH AN B
FOOT SPACE IN BETWEEN THE LINES.
STOP BAR - DELETE AND REPLACE WITH:
A S0.1P MITE -PE, IN WIDTHS OF 12, IB AND 24 INDIES. THE WIDTH SMALL BE INDICATED ON THE
CONTRACT PLANS.
TRAFFIC ARPOW - DELETE ND REPLACE WITH:
A S410 MITE PARKING CONIFURNING TO CONTRACT PLANS AND DETAIL SHEETS.
TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WIN:
A 041TE NARKING '51% ALM TICAL LETTEPS - SEE CONTRACT PLN6 ADD DETAIL SHEET.
CYCLE DETECTOR SYMBOL - DELETE
S.WWrntal SpWCiflcWtimW
(Mv 01 27/86) P" 41
8-22.5(5) TOLERANCES FOR LINE STRIPES (REPLAC£1EM SECTION)
ALLOWIOLE TOLERANCES FOR STRIPES ARE AS FOLLOWS:
LENGTH OF STRIPE - THE LOCITUI.NAL AMMA.ATIVE ERROR WITHIN A 25 FOOT LENGTH J SKIP STRIFE
SOM.L NOT MELD PLDS OR MIN$ ONE TNPI, WIDTH OF STRIPE - THE WIDTH OF STRIPE %%.L NET
VARY MOM TOWN PLUS OR MIN.S 1/4 INCH.
8-22.5(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTIOW)
IFIN SHOW ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SMALL. REVIVE ALL OLD
COFLICTINC STRIPES OR LINES.
8-22.4 MEASUREMENT (RERLALFIENT SECTION)
MEASUREMENT SKILL BE BY THE LINEAR FOOT FOR a INCH WIDE SOLID STRIPE, WITN NO DtLDOCT1O1 MROE FOR
THE SKIP BETWEEN TIE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH NIOc CROSSWALK, BARRIER
STRIPE, STT BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND 'ONLY' PER EACH. MEASUREMENT FUR ALL ITEKS
SMALL BE COPLETE IN PACE.
ME.AS.roFW FOR PAINTIPLASTIC STRIPE LINE REMOVED, WILL BE By THE LINEAR FOOT OF WIDE
LINE
5-22.5 PAYMENT (DACE ENT SECTION)
PARENT SMALL BE WADE WADER:
I. 'Painted a' aide Solid Stripe" Per Linear Foot
2. 'Painted 6' Wide Solid Stripe- Per Linear Foot
5. -Painted _" aide Barrier Stripe- Per Linger Foot
a. -Painted 12' Wide Crosswalk" Per Linear Foot
5. `Painted • Wide Stop Bar- Per Linear Foot
6. -Painted T_refflC Arrow- Per Eecn
7. 'Painted TrafflC Legend " Per Ealh
B. 'PlastiC 12' Wide Crosswalk- Per Llroer Foot
9. "Plastic Wide Stop Bar" Per Liroar Foot
10. 'Plastic TraffiC Arrow" Per Eecn
11. "Plastic Traffic Legend�" Per Each
12. 'RVM3VA1 of Paint Line -Wide- per Lin. Ft.
13, vNWoval of P1RSUC Lin;' --Wide" per Lin. Ft.
9-03 11®EGATBS
9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL NEP.ACEMENI SECTION)
ADD TO PARAGRAPH 2 SENTENCE :
..exdept 0A in ro cane shall the Pnlmum sire elMed eight (6) lnchas.
REPLACE PARAGRAPH 5 WITH:
GZGYel Base shall Peet the following requirements Fur grading *� quality when placed in
hauling vehicles for delivery to the roadway, trerch or suing manufacture and placement into
a temporary stOLHmile. The exact point of Acceptance will oe OeterMined by the Engineer.
GRAVEL BASE GRAVEL BASE
CLASS A CLASS B
Passing 1/4• Slave 25% Pin. 25% min,
75% max. 75% Pax.
SRplemental Specifications
(RAv 01/27/56) Page 48
9-03.10 CONTINUED
Passing U.S. No. 200 5% au. 10%ae..
Sleve (Met Sieving)
Passing #200 (Mat Sleving) 2/3 Me.. 2/3 May.
Passing N0 (SUM EGuivalent) 50 min. 30 Min.
943.12(1)A CLASS A (REPLACEMENT SECTION)
GRAVEL BACXFILL FOR FOUNDATION, CLASS A. SWILL CONSIST OF CRUSHED MATERIAL AND SMALL CONFORM TO
THE REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST.
9-03.12(1)8 CLASS B (REPAACEMENT SECTION)
GRAVEL BICWILL FOR FOUNDA%QNS, CLASS B, IS NOT AN ACCEPTABLE SUBSTITUTION FDA GRAVEL BACNFILL
FOR FOLHOATIONS, CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER IF APPROVED IIE GRAVEL
BAO(FILL FOR FOUNDATION, CLASS 8, SWILL fOFORM TO THE REQUIREMENTS OF 9-03.1(3)C LADING 34 OR
9-03.10 AGGREGATE FOR GAVEL BASE, CLASS A.
9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION)
REPLACE SENTENCE 1, PARAGRAPH 1 WITH:
GRAVEL BACI6ILL FOR PIPE BEADING SHALI. CONSIST OF PEA GRAVEL.
ADD:
WHEN APPROVED IN WRITING BY IME ENGINEER, OTHER CRUSEn, PROCESSED OR NATURALLY OMRRIMi
GRANULAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL a4wr ILL FOR
PIPE BEDDING.
9-03.14 GAVEL BORROW (REPLACEMENT SECTION)
IGAVE. BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIREMENTS
OUTLINED 1N 9-03.10 AGGREGATE FOR GRAVEL BASE
943 GIADOGE STAClUlm, OLWETRTS am OMODITS
9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION)
DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALUMINMO) CORRUGATED IRON OR STEEL DRAIN PIPE FROM
THIS SECTION.
9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION)
DELETE SENTENCE 2 PARAGRAPH 1
945.10 STEEL STORM SEWER PIPE (PRRTIAL AMA WENT SECTION)
REPLACE: -TREATMENT 5• WITH 'TREATMENT I"
9-05.11 ALUMIN.M STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION)
DELETE: -e.cect that protective coating shall oe Treatment 5-.
swill tal Specifications
(Rev 01/27/%) Page 49
9-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION)
DELETE: PARAGRAPH 1
ADD,
THE NAXIK" LENGTH OF PVC PIPE SECTIONS USEO SHALL BE 12 FEET.
9-03.13 OPCT ILE IRON SEWER PIPE PARTIAL REKACZENT SECTION)
DELETE P'ARAGRAP, 1
9-29 ILLLWIMTIGI, S10e4.5, ELECTRICAL
9-29.1 CODUIT (REPLACEMENT SECTION)
THE CODUJ P.V,C. - NON-NFTALLIC SHALL CONFORM TO ARTICLE 3A7 OF THE CONE AND ASTN STANDARDS,
THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW:
(1) SCHEOLLE 80 EXTRA HEAVY MALL P.V.C. CONFORMING TO ASTN STANDARDS,
(2) SCHEO.EE 40 HEAVY WALL P.V.C. COFORMING TO ASTN S ANDAMDS.
9-29.2 JUNCTION BOXES iREpLACpENT SE-TION)
JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANOIORED IN PLACE AND STEEL COVER
RATE (DIANOD PATTERN) AS INDICATED ON DETAIL SHEETS,
THE INSCRIPTIONS ON THE COVERS ON THE ?AUCTION BOXES SHALL BE AS FOLLOWS;
(1) SIGNAL ONLY: •SIGNALS"
(2) STREET LIGHTING ONLY: 'LIGHTING-
(3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: •TS-LT"
THE ABOvE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES.
9-29,3 CONDIXTORS CABLE (REPLACEMENT SECTION
ALL SIGNAL CONDUCTORS AS INDICATED ON THE PLANS SHALL BE STRANDED COPPER AND SHALL EMPLOY 600 VOLT
THAW INSULATION OF THE SIZES NOTED ON THE CANS. ALL MLLTI COp[iON5 USED FOR THE N
SIGNAL SY$BE e
TE
SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHALL
THE SIZES NOTED ON THE SIGNAL WIRING DIADWW.
THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL Coo"ICATIONS
CABLE, THIS CABLE SHALL BE BELDEN, BELDFOIL 8720, Or EWAL, WITH 1114 ROG COON--TORS STRANDED (19
•HIELD,27), THE CABLE SHALL HAVE POLYETHYLENE INSLATED COPPER CONEXETOnS, AN ALUNPAN POLYESTER
S A TINNED COPPER DRAIN WIRE AND A CHROE VINYL JACHET,
THE 3/c SHIELDED RE_ EHPTIOU DETECTOR CABLE SHALL BE 3-M #138 CABLE OR EONVALLNT. THIS CABLE
WILL RON FRO, THE DETECTOR GRIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED,
SUPieeental Specifications
(Rev 01/27/86) Page 50
9-29.5 CONTINUED
THE 941ELDED COMNICATIOIS/SIGNAL INTERCONECT CABLE Sk%LI WET THE FOLLUIINO:
I. CONDUCFO$S SOLID, SOFT DRAWN, AM EALED CCPPEA, SIZE 19 AVG.
Z. IMSA.ATION: SOLID, VIRGIN HIGH OENSITY POLYETMYLENE OR ROLgROFVLEW,W]TH TELEPHONE
SINRISTRY COLOR CODING.
5. CAB.[ CORE ASSEMBLY: INSULATED CONDUCTORS ARE TVISTED INTO PAIRS WIN VARYING LAYS (TIIIST
LENG!HS) TO MINIMIZE CROSS TALK AND BEET STRICT CAPACITANCE LIMITS.
4 SHIELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BODE SIDES)
.008• THICK CWAUGATED ALU4N14 TAPE SHIELD IS APPLIED LOGITUAINILLY WITH OVERLAP TO
PROVIDE IOOA ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAW
HWNHER IS ACCEPTABLE.
S. OUTER JACKET: A BLACK, LGM DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLVENYLEME (COPUH)E0
TO WITHSTAND SIALIGHT, TEMPERATURE VARIATIONS AND 0,WR ENVIRONMENTAL CONDITIONS PLUS
ABUSE D.AING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CO(TIMAUS COVERING.
6. FOC'AGE MARKINGS: FOOTAGE MWNINGS MAST BE PRIWEO SFQ"IALLY A MINI" OF 2' KOG THE
OUTER JACKET.
7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JADKET 15 FLOODED WIN PETFOLEL 4POLVETHVLENE
CEL FILLING COMPOUND INCLUDING THE AREA BLTWEENR THE OUTER ,MAGNET AID THE SHIELD.
EACH WIRE SMALL BE MABERED AT EA;,,, TERMINAL END WIN A WRAP-AROAD TYPE MA@RING STRIP ACCORDING
TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIM.
ALL WIRES TERMINATED AT A TERMINAL BLOC( SHALL HAVE AN PEN END, CRIMP STYLE SOLOERLESS TERMINAL.
ALL TERMINALS 94ALL BE INSTALLED WITH A TOOL DESIGNED FOR 'HF IMSTALLATIOM OF THIS Tr OF
TERMINAL AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOED. ALL WIRING INSIDE THE
CONTROLLER CABINET AM AT INTERMEDIATE POINTS 94ALL BE TRIMMED AND CABLED TOGETHER TO MAKE A NEAT
APO CLEAN APPEARING INSTALLATION.
NO SPLICING OF ANY TRAFFIC SIONL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE
PLANS. ALL CONDUCTOR RUNS WALL 0E PULLED TO THE WF90MIATE SIOMI TERMINAL COMPARTMENT BOARD
WITH PRESSURE TYPE 31NDING POSTS. THE ONLY EXCEPTI045 `iHALL BE THE SPLICES FOR DETECTOR LOOPS AT
THE NEAREST OPNCTION BOX TO THE LOOPS.
THE CONTRACTOR SMALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS 50 AS TO
COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. PLL
MATERIALS AM INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE
SECTIONS OF THE NATIONAL ELECTRICAL CODE.
INSTALLATION OF ALL MIRING 94ALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD
SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN.
CONDUCTORS AND CABLE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS:
(1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SMALL BE APPROVED STRADED COPPER
CONFORMING TO APPLICABLE PORTIONS OF AST" STANDARDS. INSULATION SHALL BE 600 VOLT R,ASTICIZED
POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, COFOMIN7 TO
APPLICABLE PORTIONS G- ASIM STAAOARDS. POLYETHYLENE COMPOUNDS 901L NO' BE USED WERE EWUSED TO
SUNLIGHT. THE GRADE INSULATION OF CODE THICKNESS 94A.L BE USED.
SUP1sMMa1 swlficatiP
(Rev 01/27/86) Page 51
9-29.3 CONTINUED V
(2) MLLTI-CAQSTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, 00 5191LL RE. RATED TO 04RATE
ON 60G VOLTS. DDIVIDKML COPOIDTORS SWILL BE STRANDED COPPER. 94ALL BE IMSLA- EL WITH A AINIHM
OF 45 MILES R.ASTICIZED POLYVINYL CHLORIDE CONFOLM, OR APPROVED EQAL, AND SHL- E COLOR COOED
AND OF SIZE LISTED IN TABLE BELOW. THE 1101VIOML COOUCTSRS 91ALL E COTE. AND OF SIZE LISTEC IN
TABLE BELOW. THE INDIVIRYY COIOIICTOLc SHALL aE CABLED TOGETHER W1TH CABLE TAPE AID ENCASED IN A
POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INSJLATION SHALL CONFORM TO APPLICABLE PORTIONS O ASTN
STANDARD ARLICATIOS.
ANG
Nom. StrWVs
LfglT Ph&W G1KJ29 GW CoMstor Color Stripe
Sign Nw,N.... A lA 19127 Red, velloe, Greek Nam
A lA 19/27 Rea, Yeller, Greer White-White
B lA 19/27 Rea, yellow, Gm Black
B' lA 19/27 Rw, Yellow, Cre« Black-Bieck
lA 19/27 Rea, vellow, Green White
Sigel Cam. 12 19/25 Whitt None
Control CUN. 12 19/25 White Black or Greer.
Detector........ A,B,C 12 19/25 Black Mane
Coe. 12 19/25 White Nore
Spare........... .... 14 19/27 Red, yellow, Crean Blue
Flashers........ .... 12 19/25 B1Ack Wne
Service......... .... 10 19/23 Black NOR
Alternate..... .... 12 19/25 Black None
Mautrals
(rot listen).. ..., l0 19123 White None
Alternate..... .... 12 19125 White or Green None
Hiltl-edtluctor cable shall be assembled Ws per the following typical lllistrations:
A) 2 Cwdoctor -- 2 No. 12 ANG, 19125 strand, coroisting of a black and White Lmdletor.
b) 5 C(Fkructor -- 1 Ma. 12 AVG, White; 1 No. 12 AWG, White elth green or black stripe; am 3
NO. 14'3 consisting of Phase A.
C) B CwKkxter -- 1 W. 12 AVG, white; 1 No. 12 ANG, White green or black stripe; and 6 Mp,
14's Consisting of Phase A aho B.
d) 11 CaMctor -- 1 No. 12 AwG, White; 1 No. 12 AVG ehlte with preen or black stripe; and 9
No. 12's CartSsting of Rowse A. B ano C
e) 20 C0M1A:t0r -- 1 No. 12 ANG, White; I No. 12 AVG, White With piano 01 olam strip; wo 18
No. la's consisting of Rase A. A', B, B', C MV Spare.
WIRING WILL E WRONGED SO THAT COMBINATIONS OF THE ABOVE CASE ASSE14LIES SHALL E USED.
WITH THE EXCEPTION OF TONE XWq INSILATIOI, THE MINI" IWALA11KAI THICKNESS FOR ANY ELECTRICAL
CONDUCTOR SHALL P 31" INCH AND THE MINIMM ACCEPTABLE IN9LATION THICKNESS 91AL, AMR SO.EY TO
THE THICKESS OF '..,,T 145ILATION IMMEDIATELY AROUND ANY CONDUCTOR AND EXCL.DING ANY SHEATH OP
J1%CNET THICKNESS.
INDUCTION LOOP DETECTORS SHALL E INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE COWRACTOR MERE
INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE NIRE TO E USED IN THE INDUCTION LOOP
SHALL E 40. 12 A.W.G., TYPE USE, RHH OR pNe I45ULATION. SEE DETAIL STETS.
9-29.4 MESSENGER CABLE. FITTINGS - DELETE
9-29.5 POLE LINE HWROWARE - DELETE
5k01ammhta. SpeUflcations
(Rev 01/27/W Pop 52
. 9.29.6 LIGHT ST44OMS (REPLACEMICNT SECTIOM)
LIO(T STANDARDS 90" BE SPUN ALUMINUM IN ACCORDANCE OET41L5 90104 IN THE PLMS, AS SFECIVIED IN
• THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN.
9-29.6(5) TIMBER L1Ort STANDARDS, TUBER STRAIN ROLES, TINGE I SERVICE SJ44MTS - DELETE
949.7 LUINRIRE FU511C AD ELECTRICAL CONNECTIONS AT LICMT STANDARD BASES (REPLACEMENT SECTION)
ELECTRICAL OISXMECTT SHALL BE INSTALLED AT ALL LIONT STANDARD BASES. FUSE HOLDERS SHALL BE
BATO"N"07, QUICK DISCONNECT TYRE, S.E.C. OR APPROVED E?HN. FUSED DUICM OISCONECT KITS SHALL
"WIDE WA7EiWf100f IN LIME FUSE PROTECTION. ALL CONNECTIONS %ALL BE NAOE WITH COPRESSION
FITTIAQ,. IRO/ DISCONNECT, TIE FUSE SHALL REMIN IN THE LOAD S10E OF THE KIT.
THE FUSES SHALL BE LOCATED IN TWO LOCATIONS, THE FIRST BEING INSIDE THE HWO HOLE AT THE BASE OF
THE POLE 40 TIE SECOND BEING PROVIDED FOR THE COWLETE STREET LIGHT SERVICE (IF SPECIFIED) SHALL
BE LOCATED IN A TYPE hP ,RUCTION BOX AS NEAR AS PRACTICAL TO THE ELECTRICAL UTILITY COPAW-S
VAULT OR POLE (SOLACE Or POWER FOR THE SYSTEM). FIRS fUNIS1ED FOR ALL LIGHTING CIRQITS SHW1
BE CAPABLE O WVOLZMG THE OPERATING VOLTAGES O THE CIRCUIT INVOLVED M0 SMALL WAVE THE FOLLOWIW
CHARACTERISTICS:
1. FUSES IMLL BE CAPABLE OF INDEFINITELY SUo0RT1NG 110%OF THE RATED LOAD.
2. FU%LS SHALL BE CAPR9.L OF 9"',G 135%OF THE RATED LOW FOR APPROXIMATELY ONE
HOUR.
5 A LCAD OF 20ON OF RATED LOW WILL EFFECTIVELY CAUSE INSTANTANEOUS ROPING OF THE
FUSE,
A. FLEES SHALL BE RATED AS LISTED BELOW M0 :MALL BE SIZED TO HIT THE FUSE
CONTAINERS FUN15WD ON THIS PROJECT, ACCORDING TO THE 0INIFWTUEP•5
RECOBENDATIOS THEREFOR:
LWIMIRE SIZE SERVICE VOLTAGE 240V
1,000 W I5A
400 W IDA
25G W IDA
200 W IDA
173 W IDA
150 W IDA
100 W l0A
5. FUSES SMALL BE UL ISTED
9-29.8 VAST ARE, CLASS ARMS AND TIE ROD - O'.ETI
9-Z9.9 BALLAST, TRM6FDRER5 (REPLACEMENT SECTION)
BALLAST FOP HIGH PRESSUE SODIUM VAPOR LAMPS SWILL BE DESIOED TO HROPERL• OPERATE 100 WATT SSA,
150 WATT 555, 2W WATT SR6, 250 WATT SSO, 400 WATT S51. BALLASTS FOR H,P, SODIUM VAPOR LAPS
SAL BE AN INTERNAL 240-V. .; REGULATOR-TYPE (HiGm POWER FACTOR).
THE BALLAST SHALL BE PRE-WIRED TU THE LAP SOCKET AND TERMINAL BOARD. THE BALLAST SHALL WAVE AN
ALLOWABLE VOLTAGE VARIATION OF LESS THAN
101. NO CAPACITOR, TRA/SFONER, OR OTHER DEVICE SHALL EMPLOY THE CLASS OF CCWPCkMS IDENTIFIED AS
POLYOL(AIMATED BIAOMYLS (P.C.B.) AS DIELECTRIC, COOLANTS, OR FOR ANY OTHER PURPOSE. EACH
BALLAST SMALL HAVE A NAME PLATE ATTACHED PERIMAENTLY TO THE CASE LISTING AL ELECTRICAL OArA.
SUClsentWl SWWc1TlcAtIms
(RWY 01/27)86) PpW 53
9-29.10 LUMINAIRES (REPU.ACD4NT SECTION) A
ALL LUMINAIRES SAk SE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PANS.
LUMINAIRES BALL HAVE A CAST-ALUMINM HOUSING PROVIDING FOR A SLIP-FITTER TYPE MOUNTING AND
CAPABLE O ADAPTING TO A 2-INN DIAETER PIPE TENON.
LUII`AAIRES SHALL BE OF THE COBRA !LEAD STYLE WITH AN OVATE NETRP„TOR (DROPPED LENS) FOR ARTERIALS
AMC A CLEAA FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS.
THE LUMINAIRE 94ALL INCLUDE THE POWER DOOR FEATURE.
THE LUMIWAIRE BALL HAVE A GASKET BETffi9N REFRACTOR AND MEFLECTON, A GASKET OR FILTER MATERIAL
SHA L BE PLACED BETWEEN THE LAMP SOCKET AND THE REFLECTOR.
THE MA4FACTUER-S WVE OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUIINAIRE.
EACH LUMINAIRE 94A1. HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO TOE BAI.LAS7 MX61NC
SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE :HMS SWAE
AND THE LEGED $WALL BE A MINIMUM OF TWO INDES IN HEIGHT, THE DECAL SHALL BE GOLD IN COLOR WITH
LAP WATTAGS INDICATED BY THE FOLLOWING NUMERICAL LEGEND:
7 FOR 70 WATTS 25 FOR 250 WATTS
10 FOR 100 WATTS 71 FOR 310 WATTS
15 FOR 150 WATTS 40 FOR 400 WATTS
17 FOR 175 WATTS 70 FOR 700 WATTS
20 FOR 200 WATTS Xl FOR 1,000 *AT
ALL LUMINAIRES SHl4LL HAVE THEIR COMPONENTS SECURED TO THE LUMINA:RE FRAME WITH STAINLESS STEEL
WDAMTING HARDWARE (NUTS, BOUTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE PITH INTEGRAL
BAL.AST, SHALL BE
WEATHER-TIGHT.
9-25.11 CONTROL EQUIPMENT (REPLACEMENT SECTION)
UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION O-
PNOTOLLECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT.
9-29.11(1) TIME CLOCK CONTROLS - DELETE
9-29.11(2) PDTOELECTIC CONTROLS (REPACEWNT SECTION)
PHOTOELECTRIC CCNTROLS SHAu BE PLUG-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 HZ. THE
MOTO-CELL SAIL BE A SOLID STATE DEVICE WITH STABLE TUN-ON VALUES IN THE TEMPERATURE RANGE _ 55
DEGREES C TO .70 DEGREES C. THE F OTO-CELL SWILL BE MOUNTED EXTERNALLY ON TOP OF THE LUMIMWIRE.
IN A CONT4CTOR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE
LUMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHDTO-CELL SHALL BE CAPABLE OF SWITCHING
1,000 WATTS O INCANDESCENT LOAD 'ON' AS MIN.
Sup1ementW1 Spetlficetims
(Rev 01/77/66) PWge 5'
• 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION)
ALL SPLICES AND TAPS FALL BE WAGE USING So ESS CRAP CONE[TOS ON UDEK"i,?Aq CIRCUITS TO
A SECURELY ]DIN THE WIRES BOTH MECHANICALLY ICALLY A ELECTRICALLY, ALL SPLICES SMALL EAPLOY EPDXY RESIN
FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT
SHALL BE COPATIBLE WITH THE WIRE AM ITS INSUATION AS USED IN THE LIGHTING SYSTEM.
9=29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION)
THE WIT 94ALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING GJM T AC SMALL USE THE
POWER LINE FREQLENGY AS A TIME BASE. THE TRAFFIC SIGNAL CON LEA SM'ULL MEET TIE REGUIREHENfS OF
THE NATIONAL cLECTRICAL NYWIiACTUEAS ASSOCIATION (NE3A) STANDARD PAgICATIONS.
COPOENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SMALL BE INDIVIDUALLY REPLACEABLE
UTILIZING APPROVED STANDARD SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SHALL BE HICNTEI IN SOCKETS
SHELF" ITEM.
END FALL MS EASILY REPLACEABLE WITHOUT 5(ADERING. ALL COMPONENTS SHALL SE STAD O ARD - F THE
THE TRAFFIC SINL CONTROLLER SHALL HE CAPABLE O INTERFACING WITH THE M.LTISONIC REAL TIME,
MASTER COMPUTER- THE CONTROLLER SHALL BE CAPEB-C OF BOTH OF-LINE OPERATION (CONTROL BY THE
MLTISONIC ASTER COW") AND STANDBY OPERATION. THE CONTROLLER 94ALL ESTABLISH THE SEQUENCE OF
SINL PHASES, INCLUDING OVERLAPS, IN CONiWW10E WITH Of SIGNAL PHASING DIAGRAM ON THE PLANS.
WHET! OIERAT*NG TWO" THE ON-LINE MASTER COPUTER (M,LTISONIC MASTER) THE CONTIGLLER SMALL BE
CAPABLE OF LOERATING EITHER IN A FIXED TIME MOOS OR IN A FILLY-ACTUATED MODE WITH VOLUE DENSITY
ON E" RASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOMPLISHED AT
THE LOCAL INTERSECTION.
9-29.13(i) FLASHING OfRATIOS (REPLACEMENT SECTION)
FLASH UNIT SMALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS OF TO 1000 WATTS PER CIRCUIT
ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE.
9.29.13(3) FAERRDOILY PRE-EPTIO (REPLACEMENT SECTION)
EMERGENCY VEHICLE PRE-EON TION SHALL BE -UNISED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG
DIRECTLY INTO A RACK MIRED TO ACCEPT 3-4 DISCRIMINi TOR TYPE UNITS, THE PRE-OPTION SYSTEM
OPERATION SMALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICON" SYSTEM MACH THE CITY OF RENTON 15
CURRENTLY USING AND SHALL BE CAPABLE OF BERG ACTIVATED BY THE SAE TRASMITTERS.
MEN A PEE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE RASE SELECTOR FALL HOLD THE
CONTROLLER
0.E IN THE REQUIRED RASE OR ADVANCE DIRECT" TO THAT PHASE AFTER OBSERVING ALL VEHICLCLEARANCES. THE RASE SELECTOR SHALL HOLD THE CONTROLLER IN THE RASE SELECTED UNTIL THE DETECTOR
NO LONGER DETECTS THE EMERGENCY VEHICLE.
MEN THE RASE SELECTOR IS RESPODING TO ONE DETECTOR, IT BALL NOT RESPOND TO ANY CTHER DETECTOR
UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LICKS SWILL INDICATE POWER ON,
SINL BEING RECEIVED, Dik4EL CALLED. SNITCHES SWILL CONTROL SYSTEM POWER AND SIMLATE DETECTOR
CANS FOR EACH RASE.
9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION)
THE CONTROLLER CABINET SMALL HAVE A WATERPROOF ENVELOPE WITH A S1UE ACCESS ATTACHED TO THE INSIDE
OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SMALL HAVE FOUR COMPLETE SETS OF
S]EMATICS AND MANUkS FOR ALA ASSEMBLIES AMC SUB-ASSEMBLIES.
SgleMenial Spe[iflestims
(ReV O1/27186) Page 55
9-29.13(6) RADIO INTERFERENCE SJ'PRESSOfLS (REPLACEMENT SECTION)
A COBELL-OUBILER RADIO INTERFERENCE FILTER W 10001-1 30 AMPS OR EQUIVALENT 94ALL BE USED TO
FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER S1PFL IES SHALL HAVE NOISE IMMUNITY FROM OTHER
DEVICES WITHIN THE CABINET.
9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (fEPLACENENT SE,:•::)N)
ALL TIMING FUCTIUS AND INPUT AND QUTPUT FEARAES FOR FULLY-ACTUATED, VRIAE-DENSITY OPERATION
BALL BE PROVIDED IN ACC(lA(I lHCE WITH NENA STANDARDS.
THE CONTROLLER SHALL PROVIDE FOR SETTING EACP TIMING INTERVAL BY MEMS OF POSITIVELY CALIBRATED
SETTINGS. THE TIMING FUNCTIONS SMALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SWILL HAVE
KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STADBY OPERATION, THE TRRFFIC SIGNAL
CONTROLLER SMALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR S104AL
OPERATION IN A FUyY-ACRIATED MODE. STANDBY OPERATION SWUM AUTOATICALLY OCCUR If% OPENING OF
INTERCONECT LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE WASTER. THE
STANDBY OERATION 94ALL FOLLOW AO BE COINCIDENTAL IN RASE TO THAT PHASE BEING DISPLAYED AT THE
START OF STAMM OPERATION. TRANSFER FROM COMPUTER SUPERVISION BALL NOT CALL UP A STARTING
YELLOW.
9-29.13(7)A ENVIR04ENIAL. PERPORWCE AND TEST STANDARDS FOR SOLID-SATE TRAFFIC CONTROLLERS
(REPLACEMENT SECTION)
THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC S104AL CONTROLLER, AUXILIARY
CONTROL EQUIRQNT AHD CABINET SHALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING
AO CHECK-OUT OF ALL TIMDC CIRCUITS, PHASING AND S124AL OPERATION BALL BE AT TIE CITY OF RENTON
SIGNAL SHOP, RENION, WASHINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR
THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR
SHALL ASSEIgE THE CABINET AD RELATED SIGNAL CONTROL EQUIPENT READY FOR TESTING. A COMPLETE
DD06TRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SHALL
START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE
SATISFACTORILY OPERATING. THE TESI BALL BE
EXTENDED UTk A MINIMM OF 72 MOANS CONTIMOJS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED
SYSTEM HAS BEEN DEMONSTRATED. THE OD04STRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL
COMPONENTS FUNCTIONING PROPER-Y SWILL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO
TALE PROPDt FUNCTIONING Or ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED.
9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION)
POWER SWITCHES
THEE SHALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT BALL ADDER ALL CONTROL EQUIPMENT
ELECTRICALLY DEAD MEN TURNED OF. TIDE SMALL BE A CONTROLLER PONS SWITCH THAT SHALL RENDER THE
CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WILE MAINTAINING FLASHING OERATION FOR
PURPOSES OF CANGING CONTROLLERS OR LOW SWITCHING DEVICES.
Suplc tal Spac LTicatla
(Rev 01/271B6) Page 56
9-29.15(7)6 CONS INED
STOP TIME BYPASS SWITCH
V
TIES SMALL E A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SNITCH. IF THE
INTERSECTION 15 PLACED ON RLSHIMN OPEAATIEN EITHER BY THE FLASH SWITCH ON THE FAIL SAFE MONITOR,
THE CONTROLLER SHALL IMMEDIATELY STOP TIME. THE STOP TIME BYFASS SWITCH SHALL REMOVE STOP TIME
FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING
OPERATION.
DETECTOR TEST 9917CH
EACH VEHICLE NO FEMSTRIAN PHASE SMALL HAVE A MOMENTARY (SPNING RETURN) DETECTOR 'EST SWITCH.
WHEN DEPRESSED, THE SWITCH SHALL PLACE A CALL ON ITS RESPECTIVE SI04AL PNESE.
CONVENIENCE CUTLET AO LOP S(CHET
A CONVENIENCE OUTLET PROTECTED WITH A tAOAD FAULT INTERRUPTER AND AN INCANDESCENT LAID SOCKET
SMALL E FL MI9CO 1N THE HMIN CABINET. A DOOR SWITCH FOR THE LAP SHALL BE PROVIDED. THIS
CIRCUIT SHALL E PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS.
FAIL SAFE UNIT
THE FAIL SAE UNIT S-OLL MONITOR BOTH THE POSITIVE AO NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR
ALL MEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE OVATION OF A DISPL'Y OF COFLICTING
IDICATIONS SHALL Nor BE LONG END" TO E VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR
IN1T1AIES FLASHING OPERATION. THERE SHILL E A VISUAL INDICATION THAT THE MONITOR HAS WEEMPTED
NORMk OPERATION.
SURGE PROTECTOR (LILTING ARRESTER)
THE CONTROLLER BALL HAVE AN INPUT VOLTAGE 9YCE PROTECTOR THAT SMALL PROTECT THE CONTROLLER INPUT
FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS.
FIELD MIRING TERMINAL
THERE S+WLL E A TERMINAL STRIP FOR FIELD MIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL
ES NABEREE, IN ACCORDANCE WITH THE SCEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT
NAHRIN(I SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH N►BERS SMALL LABEL EACH TER411AL AID
THE CABINET HIRING SCHEMATIC DRAWINGS SMALL INCLLLE THE FIELD MIRING NUMBERS WHERE THE TERMINAL
STRIP IS ILLUSTRATED. A COLON BUS BAR WITH A MINIMUM OF 15 TERMINALS AND A ONO ND BAR WITH A
MINIMUM OF 6 TERMINALS SHALL E PROVIDED.
COMPUTER INTERFACE UNIT
INTERFACE COMIIN'..T1ON DEVICES SMALL E DESIGNED AS SEPARATE UNITS OR AS MODALES THAT PLUC
DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL E USED FOR ON-LINE COMPUTER
CONTROL OF THE INTERSECTION AND SHALL E CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS
IWWMTIO14 AD RECEIVING AND DECODING LoolAD INFORMATION FROM THE COMPUTER ALL IN COfOR'ACL
AND WITHIN THE CAPABILITY OF THE MLTISONIC MASTER COPjrER UN1T AND THE INTERCONNECT CABLES, IN
THE EVENT OF LOSS OF SICYL FROM THE MASTER COMPUTER THE INTERFACE COMNICATION DEVICE SHALL
EMPLOY THE LATEST STATE-OF-ART E)CODING/OECODING, NLTIMLEKING TECHNOLOGIES IN ORDER TO PROVIDE
FOR THE 8I-01RECTIONIL COMINICATION OF DATA AND COMMAND INFORMATION BETWEEN THE ASTER COMPUTER
AMD THE INTERSECTION.
kills tA1 SPWc1CicAtt"
(Rev 01/27/66) Page 57
9-29.13(7)C COCROLLEA CABINETS (RER.AC004T SECTION)
EACH TRAFFIC CONIROLL.ER CABINET SHALL PROVIDE A WEATHERPROOF ,CASING ND HAVE THE FOLLOWING
f"IRE1ENTS:
1. 006TAIXTION 94ALL BE ff SHEET STEEL.
2. THE CABINET SMALL CONTAIN SHELVING, BRACETS, RACE, ETC, TO SUIPOR THE CONTROLIEN APO ALL
ALAKILIARY EQUIPAOR.
3. THE CABINET BALL BE I ADEOWTE SLZE TO POPEF&Y KM THE CONTROLLER AND ALL NNILIANY
EQUIPMENT NO ANY REQUIRED AP"TENIOCES.
A. THE CABINET 9 A L HAVE A FILTERED AIR INTAKE NO A VCR FAN. THE AIR INTAKE FILTER SMALL
BE CAPABLE OF 16PEDING F3EION BODIES. SUCH AS DUST, LINT, ETC. THE VCR FAH SMALL BE IN
THE TOP OF THE CABINET AO
THEAOSTATICALLY CONTROLLED.
S. THE CABINET DOM 94ALL BE PROVIDED WITH THE FOLLOWING:
A. THE WAIN DOOR OF THE CABINET BALL INCLUDE A TWO POSITION BAR STOP Aw 94ALL BE S:CLPED
WITH A CORBIN TYPE 2 LOCK. THE VAIN DOOR SMALL ALSO CAPTAIN A POLICE DOOR WITH A
CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE BALL BE A SIGNAL (M.OFF SNITCH
WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONIRDL
EQUIPWO TO OPERATE WHEN PLACED IN THE `DW'F• POSITION. A SECOND SWITCH SMALL BE THE
AJTO-FLASH SWITCH. WHEN PLACID IN THE `FLASH` POSITION. CONTROLLER PRIER 94ALL REMAIN
ON APO CONTROLLER BALL. STOP TIME OEINXEM ON SWITCH SETTING ON THE URILIANY PANEL
DESCRIBED LATER.
0. THE CABINET SHALL HAVE A METAL ETCH PRIMEM COAT UNDO THE FINISH CAT. THE FINISH PAINT
COAT WALL BE A DURABLE ALLN.IN3H OR HMERTOE FRAY, OR SIMILAR 1N COLOR, CAPABLE OF
FREVENTING "I FOR A MINIMM OF FIVE (5) YEARS.
C. BOTH 0006 (MAIN AM, POLICE PANEL) SHALL HAVE ONE-PIECE WEATHER-APpF NEGPREHc GASKETS.
9-29.15 FLASHING BEACON CONTROL _ DELETE
9-29.16 VEHIOALAR SIGNAL HEADS (PFPLACEENT SECTION)
VEHICULAR SIGNAL HEADS SALE HAVE THE LENS SIZES AS S/pN ON THE SIGNAL PLANS. VEHICULAN Sl(„A,.
HEAD H OLS:NGS SHALL CONSIST OF SEPARATE SECTIONS NO BE EXPANDABLE TYPE FOR VERTICAL MOMTING.
LENS SMALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT (OUTPUT.
9-29.16(2)A OPTICAL LIMITS (REPLACflOMT SECTION)
THE HEAD OPTICAL UNITS SMALL CONSIST OF LENS, REFLECTORS, LAP HOLDERS, AID TRAFFIC SIOYL LAWS
VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTAA6IS FROM 10 FELT TO SOD FEET DOER ALL LIGHT AND
TRAFFIC CODITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT
TRAFFIC S104AL LAMPS RATED FOR 1)0 VOLT OPERATION, 595 MINI" INITIAL LUEHS. 665 MINIMM INITIAL
LLIENS. SON HR. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 9LB. NEDIUM BASE, CLEAN IN
COLOR. TWELVE INCH CONVENTIONAL HEADS WALL BE FIANISED WITH 165 WATT TRAFFIC SIGNAL LNPS RATED
FOR 130 VOLT OPERATION, 1750 MINIMA INITIAL LUENS, 8000 ,N HATED LIFE, 3 INCH LIGHT CENTER
LENGTH, P-25 BLLB, NEDILM BASE, CLEAR IN COLOR. ALL BLABS SMALL BE INSTALLED WITH TIE FILAEW
OPENING POINTED UP.
ALL SIGAL LOGES 91A.L BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ,IN THE CONTRACT PLANS ND
SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD hD DOOAAZD DISTRISPION OF LIGHT WITH A
MINIMA ROM THE HORIZONTAL. THE LEM SHALL BE GLASS AM 94ALL FIT IN TO A NEOiENE GASKET IN
ACM A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF NO OAST-TIGHT. THE
REFLECTOR BALL BE ONE PIECE, ALmK ALIMINM COFOM1NG TO D.T.E. STANDARDS. THE OPTICAL WIT
SHALL BE DESIGNED TO PREVENT ART OULCTIONABLE AEFLECTION OF THE SUN) S WAYS EVEN AT TIMES OF THE
DAY OPEN THE SIN NAY SWINE DIRECTLY INTO THE LENS.
SuplWRWNtAl SpAc1FLcstlms
(Rp 01/27/96) PAQR $8
9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION)
SIGAL READS, INCLUDING OUTSIDE OF VISORS AHED BACK OF BACK PLATES SWOT BE FINISHED WIN TWO COATS
M 6 FAC7ORY.APPLIED TTAMIC SIGNAL YELLOW BONED DAWL. THE INSIDE OF THE VISORS AID FRONT OF BACK
RATES SNL.L RE FIK9ED WITH TOO COATS OF FACTORY-NiLIED FLAT BLACK EWW—.
9-29.16(3) POLYCARBOATE TRAFFIC SIGNAL READS - DELETE
9-29.16(3)A 8 IMCF '3'"*-�2BOATE TRAFFIC SIGNAL WADS - DELETE
9-29.16(3)B 12 INCH POLYCAPMATE TRAFFIC SIGNAL NEARS - DELETE
9979.17 SIGoW, HEAD WOWTIFG 4AOETS AND FITTINGS (REPLACEMENT SECTION)
VENIRE AFC PEDESTRIAN WAD MOUNTING HARDWARE SMALL BE AS INDICATED ON THE CORRACT PLANS AD
Or 1. SHEETS. ALL MOUNTING HABWAIF SMALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC
SIG.'., ,"SLOW BRED EW 4MEL.
9-29.18 VEHICLE DETECTOR (RERACEENT SECTGONJ
DETECTORS SHALL BE USED FOR ACTUATION OR TRAFFIC ACTUATED CON+RROLLERS AM SYSTEM DETECTION
OPERATION. DETECTORS SMALL BE EITWA MACETOETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS
SPECIFIED IN THE CONTRACT.
9-29.20 PEDESTRIAN SIGNAL (RERACOENT SECTION)
PEDESTRIAN SIDAL WAS SHALL BE THE WON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT,
THE WADS SMALL DISPLAY TOLD SYMBOL MESSAGES, `HEW)• (FOR TIC DO MOT WALK MODE) IN PORTLA D OiAldlE
AND "MN' (FOR THE WALK iQC) IN LUNAR WRITE, THE MESSAGE MODULE BALL CONSIST OF TWO WON GAS
TUBES ENCLOSED IN A HOUSING PACE OF p%vCABONAtE PLAS,IC. THE LENS MATERIAL 94ALL BE
PILYCARBOATE PLASTIC. HOUSINGS SMALL BE DIE CAST AL04IMUM AND 944LL BE PAINTED WITH TWO COATS O
FACTORY APPI.IED TRAFFIC SIGNAL YELLOW BAKED EWOEL. THE VISORS SHELL BE RAT BLACK iN COLOR.
9-29,20(2) NEON GRID TYPE (REPLACEMENT SECTION)
ALL WON GRID HEADS SHALL BE EQUIPPED WIN I-CRATE TYPE VISORS MADE Of PCLYCAABWATE PLASTIC
DESIGNED TO ELIMINATE SW RYATOM. THE MESSAGE MOCLLE SHALL Or PROVIDED WITH ELECTRICAL. CONTACTS
WHICH PLUG DIRECTLY 14TO RECESSED CONTACTS IN THE 4ASFT9EER ENCLOSURE WEN THE MODULE 1S IN ITS
PREFER POSITION. THE ROMER SUPPLY TO OPERATE THE MESSAGE NODULE SMALL BE 115 VAC WITH THE —
HAND-SYMBOL OPERATING ON A 45 MITT MAX. AND THE "MAN' SYMBOL OPERATING ON A 36 WATT MAD,
9-29.21 FLASHING BEACON - DELETE
9-29.24 SERVICE C%1NET$ (REALACEWENT SECTION)
THE SIGNAL/STREET LIGHTING SERVICE CABINET 94ALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL
SHEETS. ALL ELECTRICAL COWUCTORS, BUSS BARS AO CONDUCTOR TERMINALS SMALL BE COPPER OR BAASS.
THE CABINET SAL- BE FABRICATED FROM GALVAHI2ED COD ROLLED $FEET STEEL, WiN 12 GAUP: USED FOR
EXTERIOR SURFACES AMC 14 GAUGE FOR INTERIOR PANELS- DOOR HINGES PALL BE THE CONTINUOUS CONCEALED
PIANO TYPE AND WE SCREWS, RIVETS OR BOLTS 94ALL BE VISIBLE OUTSIDE THE ENCLOSlE. THE CABINET
DOOR 94ALL BE FITTED FDA A BEST INTERNAL CO TYPE LOOK. THE CABINET SHALL WORE VENTILATION LOUVERS
ON THE LOWER AND LVVER SIDES COPLM MIN SCREENS, FILTERS AD HAVE RAIN TIG7 GASETS, THE
CABINET DOOR PALL HAVE A ONE PIECE WEATHER PROD' NEOPRENE GASKET,
swlesental Sped Ficetiws
(Rev 01!27/56) Page 59
9-29.24(1) PAINTING (REPLACEMENT SECTION)
THE FINISH COAT SHALL BE A FA;TC RY aWD ON ENAEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE
9HALL BE ETOEA BEFORE THE BNED ON DOWEL 1S APPLIED, THE INTERIOR SHALL BE GIY N A FINISH Cool
OF EXTERIOR GRADE OF MATE METAL ENAEL,
9-29.24(2) ELECTRICAL CIRCUIT & AERS AND CONTACTORS (REPLACEMENT SECTION)
THE ELECTRICAL CIRD-JIT EWEN(ERS AD CONTACTORS SHALL BE AS INDICATED ON THE CONTRACT PLANS AND
DETAIL SHEETS. TIE FOLLOWING EQUIPMENT 9ALL BE FEATLMED WITHIN THE CARNET:
1. Main Circuit Breaker
2. Branch circuit breakers
3. Utility plug I120 volt-20 Aa+ rated) C.F.I. TYPE
A. Light control test swlton (12C volt.15 ap)
5. Contactor m1Ay for aeon cirNlt
6. OPA10 pole bZ&hCh breaker (s) for lighting clrcuits (240 volt)
7, Om 120 volt, 20 AND single pole branch breaker (For utility plugs`
B. Type 3-single Gluse 1201240 volt granded nrutrel service
9. Oft 120 volt 40 asp single pole btench braaNer (signal earvica)
10. CONplett p[OVIAIOIS for 16 breaker poles
11. NIPW plates P7enoliC black With White engraving e.cpt the mein breaker which shall he red
with White lettering. All ruse plates shell be attached by S.S. screws.
12. Meter base wtions am ureeteswy
9-29.25 ANLIFIER. TRACTONER AND TERMINAL CABINETS (REPLACENENT SECTION,
THE POLE MOUNTED TERMINAL BOX SHALL BE NOCE OF MOOED FIBERGLASS, BE GREY IN COLOR, BE
APPROXIIATELY 10• n,14 a B' WIDE . AW DEEP Ar HAVE A MINIaM OF 16 TERMINALS ON THE t1RNIH4
BLOCKS, THE BOX 94ALL OF WEATHER TIGHT, HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE SLOE AND
SCREW HOLD DOWNS ON THE DOOR LOOKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL.
9-30.1A DUCTILE IRON PIPE (PARTIAL RETLACENENT SECTION)
PARA6OPHH l: REPLACE 'CLASS 53 end CLASS 50- WITH 'CLASS 52-
9-30.3A GATE VALVES (PARTIAL REPLACEWNT SECTION)
REPLACE PARAGRAPH 1 WITH:
VALVES SHALL BE DESIGNED FOR A MININM WATER OPERATING PRESSURE OF 700 PSI. GATE VALVES SHALL
BE IOWA LIST 14, MUELLER COMPANY NO. A2380, PHCIFIC STATES, U.S. METROPOLITAN, NIMEDY, OR HW,
APPROVAL O VALVES OTHER THAN MODELS SPECIFIED 9ALL BE OBTAINED PRIOR TO BID OPENING.
ALL GATE VALVES LESS THAN 12• IN DIAETER SHALL INCLUDE AN B- . 24" CAST IRON GATE VALVE BOX
AND EXTENSIONS, AS REQUIRED. ALL 12- OIAETER AND LARGER GATE VALVE, SMALL BE INSTALLED IN a
VAULT, SEE WATER STANDARD DETAIL FOR 12- GA1E VALVE ASSEMBLY VALET AND I- BYPASS INSTALLATION.
9.30.1E VALVE NAIER POSTS (PARTIAL RELACENENT SECTION)
REPLACE PARAGRAPH 1 WITH:
VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS
METE THE TOP OF THE VALVE BOX COLD BE COVERED By WEEDS, SHRUBS, BARK OR OTHER NATERIA.S.
THE VALVE W 4CERS SHALL dE FABRICATED AD INSTALLED IN COeORNAEE WITH THE STAOARO DRAWINGS.
SUDleeantel Specifications
(Rev O1'27/66) Page 60
9-30.5 HYDRANTS (REPLACEMENT SECTION)
FIRE M'ORANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MST BE OBTAINED PRIOR TO BID OPENING.
9-30.5A ENO COWECTIOMS (REPL,ACESONi SECTION)
HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL .JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID
PROPOSAL DESCRIPTION.
9-30.58 HYO(AN' DIMENSIONS (PARTIAL REPLACEMEN' SC:'ION
REPLACE PARAGRAPH 1 WITH;
FIRE HYDRANTS SHALL BE COSY TYPE (OPENING WITH THE PRE55UE) CONFORMING TO A" C-504-80 WITH
A 6 INCH INLET AND A M.V,0, OF 5 INCES, TWO 2 1/2 IHN HDSE NOZZLES WITH NATIONAL STANDARD 7
1/2 THREADS PER INCH AND ONE A INCH RAPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER
INN, 60 DEGREES V. THEADS, O.D. THREAD 4.875 AND RDOT DIAMETER 4,6263, 1-1/4" PENTAGON
O-ERATING NUT OPENED BY TUNING COUNTER CLOCKWISE (LEFT).
FIRE —,PARS SHALL BE IOWA OR APPROVED EQUAL. APPROVAL MUST PE OBTAINED PRIOR TO BID OPENING.
9-30.78(1) FONDATIOI MATERIAL CLASS NAND CLASS B (PARTIAL REPLACEMENT SECTION)
PARAGRAPH 1, REPLACE 1ST SENTENCE WITH;
FOAOATIRN MATERIAL CLASS A AMC CLASS B SHALL BE CRUSHED GANI AR MATERIAL AND SHALL CONFORM
TO THE FOLLOWING GRADATIONS WHEN TESTED IN ACCORDANCE WITH aSTM D422.
9-30.7(8)2 FOUpATION MATERIAL CLASS C - DELETE
S'vlw tWl swi TLCAtlms
(Rev 01/27/86) Pqe 61
SPECIAL PROVISIONS
CITY OF RENTON
water Project w - 709
Bw P.R.Y. Stations
At
S 25rd St and Shattuck Ave S
SPECIAL PROVISIONS
1-05 CONTROL Of WORK
1-05.5(1) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION)
Construction staking shall Oe '. :Ovided by the City.
1-07 LEGAL RELATIONS ANO RESPONSIBILITIES 10 THE PIIBLEC
1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
Private property such as lawns, plants, shrubs, trees, fences, and
rockeries within the public right-of-ray shall be removed and restored to
the satisfaction of the property owner. It shall be the contractors
responsibility to notify each property owner when it Is necessary to
remove such improvements to facilitate the contractors progress, *no to
remove those improvements to locations requested by the property owner or
to restore them In tneir original location in as near original condition
as possible.
Such removal and restoration Shall be Considered Incidental to the
project and no further compensation will be made.
7-05 NANPOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS
7-05.5 PIVMENT (REPLACEMENT SECTION
The bid item "Catch Basin Type 1, Complete,- shall be full compensation
for all labor, materials and equipment required to Install the Type I
Catch Basin, tapping saddle, Connection pipe and adjustment to grade.
7-12 VALVES FOR RATER MAINS
7-12.2 MATERIALS (SUPPLEMENTAL SECTION)
Butterfly Valves
Butterfly valves shall be "Dresser 450 ANNA• with hand where
operation, or approved equal.
712.2 (CONTINUED)
Pre ssura Rellef valve
Pressure relief
Series 50 or appr"ye srsll be an Iron Bogy Globe valve, Clayton
oved eouml.
Pressure Reduclnd Val eS
Pressure reducing valves shall be Iron Body Globe valves,Series gD-01 or approved equal. Clayton
Concrete Vaults
Concrete vaults shall be precast concrete Consisting of a base
section 8•B" k 11'2w with a trench drain trough and a 6" slab top
.itn J-J'wJ• diamond plate locable odors wltn re easeo handles, all
as Manufactured by Renton Concrete Products or :pprove0 equal.
7.12,3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION
PRY VAULT
Pepe supports shall be appro.isstely By to 1n- square. They Shall
be ConCrete block or poured-In-plsce concrete Construction.
The vault shall Contain One ladder constructed Of gaivanlred
steel. A detail plan of location Construction shall be submitted
to City prior to Installation.
The ekteriot of the vault shall be Sealed with two Costs of Koppe;s
Bltumastle No. 303-M, or approved equal.
The interior walls am„ call.ng of the vault shall be painted with
two Coats Of Koppers Ruiner Utility Enamel Flat, Or approved equal,
The floor shall not be painted.
To piping and equipment
e in the vault shall be given a complete
qual coat oP Ine[tol Rust Penetrating Oflee[ No. 621 Or approved
equal. Tvf finish costs of Toter 800 Enamel, or aopr,;ved equal,
small De atplied oret the field Coated primer.
Pressure gauges shall be
the PAY provided On both Inlet and outlet pipes
vault. Secondary gauges shall be mounted on rile ceiling In
easy View to be read from outside the vault. Gauges Shall read
from 0-300 psi. Gauge Installation shell Include petcock between pipe and gauge. and grain
The vault drain small at piped t0 the store drain Catch basin as
Shown on the plans,
Cut 7" thlck . 5" wide ethafoam 220 or equal to a length necessary
to fit the sire of pipe installed and Compressed into piece, Tra
pipCOn*
v shall sake sure the foam 18 OOapacted tightly between
pipe end vault wall with no "Ids. Lightly grout interlOf around
p 1pr,
7-12.5 PAYMENT (SUPPLEMENTAL SECTION)
The bed item "PRYll Stlabaortion, In 'Bult complete," per each Shall be full
coepensatfon fcr a , materials and aqulpMent required to install
the PRY Station as oetailed on the plan$ and In the Speclflcmtions,
Supplemental Speclficatinns Page 2
' STANDARD DRAWINGS
GENERAL MISCELLANEOUS DETAILS
VALVE OPERATING NUT
EXTENSION DETAIL
:1 Tr4 qib
:IRn as awa'.
Im w..b¢Mu
Y4M RS�rR�gt�741.t2!S I!.v.uae.
((11R 10N IR Rp`I Y'VHI'M NLW a'
If AIY 1µt MII 11 Iµl R!1 YIayYR
a10. µ1NYlNtl IP R\M11140
Hf 111 rOX(R.M(at n1ab1Y A
R Y4J In Rlq. a'�:a 4N.Y1l+'
ilt al(alUNrl RI!a�[I•Y(
V fqR 11Eµ\4 VJN,W n:Nn Ylr"
M mrl a uP 1(anl.am.nn 1 GENERAL NOTES THAT
a snrortJ R WaWrra Mxr(n. SHOULD K ON ALL
R r aIr•Mo taw.
WATER PLAN SETS
uaw onf
111 yN Nxexla ay 1 b:r N ,. sM f{(ciliva
VALVE MARKER POST IM Or(F(q/N MM W inry Fn•yha a tM I la witW•r iM
ELEVATIONS rw 1.w RanixV....
1. HI INfVwe• y♦qM.tilirlw a n MneiYV W I[ YII M IM
x\rxb•'(r•(FNrtii lif to Nr r IN trx W[a•m'I IFxiw x•+ve
e..I.••YN..Y.Nn...w.
1. \II N!••yu Jin b ha"t IIW MVI•irvn MiY 4 wll
9pa'a�H-N-I{a N�wt mli.N,tl axa.('.N�ux runt r.w
1 t-. -1 IiNIN W axl[rt1Y.VII vrM 10 a61 J.H.•.n v 41N1 m
♦ Hlnla x Ml.w•r rtlleei4l pxt. YJfip 10 M I44[I'
' \II r alum 4 F a• [•YI Icy.l •J1],x
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{� ��••.a 11ayY 1•Nta WII Y 1 11M F xaaYea•nt4 w51.1{.r M FIi F
iY.i.. 11 0 eNVlxalix.w N inn1N aW 4iN•.hriM
ll•• 0 N.Y•n YetW W . 4.. bl•a•xir•aNer el R
1+[Oa Nly rxlN aW. All.4•Nb It rMb W INR'WII F•♦
NNwhN H YyFa Nln fe bn u\rl`V[w111<!•aaw.
' Nu♦yIN Y•to N IyVN a�lw
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J axlr�411N{N W(.IX M yn1R W!Y FPlybe 944 ye1N
YMlibll \!1�♦�1b1!WIIM w♦I n W Y IM YneY•N•retr•
fw4lW•I{b 111r IMW.
\YxWi`i11x eNryt•W bN11-rp µr r Nil Y Yyeim
Y e a YNy ti,l eb1(ry[tiw
{ II WIiFtV MrN1I'•'M-"o fill t•ex Y•11,y[pxn MM4
Yiw 414e4n1.1—l—
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Nla IWt I:Rt.1 R t qMF ra(pall xpni[•I•N b W(Itf e1 Nil.
I�O•'hl y Nqy Ipyt Y(1 iJ w tMliN 4 xpV x N Y•aa1 hY••f W[lb N IiwW.aIYP YIL{R ltµlp RTI 4 0:ri a Y yx
�\y�µ 1 ��y� \II Y(N•M{NM(IN W NMiel• N Mn1iN b F twVaatw w•
1HfY R�NW O.O Y aiYll•HIF b(1V b1111ea14s.
\ll��• M IW�{N�(f fl NnNliw Hill M NeAl1aM b a rbnHl•IiN•r M(la•r 1•nW
IMI YRµ N M WAIT•qR M R(R 11. 1!WII F W WirNlw'•1tlw.n.,.lt y4rr\M alii:(r bN.4Y^i\R YNI N SIN\rtJ M1 t IWMH lr Ntr\HMR X01{[YaItRY,WI9 E R}NH MO
WT I.N= M . t )•r,r—{.a uNN<NRFyaN[N•Yxie•Nr Wll eI liIp:x wal
[Nra V`c4w.
R•M"
N4NMy(11110.MSWr• WMltr
♦"
.10
y.yry xp
WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
__ Iwa[n� rat Irr orr<m �
[am
V w�wuno . r•wt
aiw Iat
PLAN ELEVATION
FIRE HYDRANT GUARD POSTS
naINL(MYt.
'. `,',(•.51 >'<' �. ter. �a.1`Yl� � Nn IIY Ir•,Wf t •S�IaxA�YPY
1 IYIIIt f,IRf we w n40 Fal}. •ON.
• qyL.. rMrtY p,Y,rF[r veW LK) 5("Yry
/ YL`+�xrY. Mil 11 txNtrlaf ulrgl.L
� M1YY[. "eY.V txn[n![m a tUnt,
Mtw.w N"I,xAp wY11M rN_IrY.[elvt
N M IY•R•W M1 M<GR M Wrx,NISxWrrvl
.r M. 1Trn. FnMn Ml,Rth W wwRe
tMt
<x w wtt •[YMcn!
CUT
1
v.elW\1[r[xl\ �M'r l,^Wt 1w Wltl•>(
rr rW�YD✓� nyy t•[[M xLtlx rr•ev
I � wWI.Mt1 Y(rIb.WFn
re I
[YKYN aMnrM
• LL IN.�'.r.-YaYlr i •• /
t9RItM1 hw .� 'Ait,IY RI.q4
`� r1Y[t IY MM
•� •.}.�: \,`a•n vhn,nYY a Y[WxItY xltr.
I 1_. µYL ngV(LIY 10. t�i Yi�lt
nr yt tRa •y n ly,rtl„P 't"tFr rw Iw,tWt 11 Y N[rrt,
w..t n r INN.(USS L.[!M1x Lla\.✓Y'x
tiv[r,WYO p(•r MI/t"SRLL ttxS.t,Nn
FM E HYDRANT AMEMILY
FILL
FIRE HYDRANT LOCATION IN
CUT OR FILL
WATER STANDARD DETAIL
CITY OF RENTON
*•.t C'EPARTMENT OF PUBLIC WORKS . +•_
CONCRETE BLOCKING SIZING PROCEDURE
• SdL.!si ?
Mb1F^w..r.w ♦N la a.� .a 5r°°N n llllll --j��� x
• P'*Sel• CAP
w Mo rq IN YM wr„1ae°ay il[aL L-w ` • °r)
1 Mra+war,1p\[[r1Y Iw pwlr•taN M\µr1w. 1
, wa,a b[\,y xrl w• LM{wtir.\Nlr ry't.p. a•�� 1.
svow
-Ovrrx NNep.a[INa r.fµ1
y•ww.[[w nnrry;LN p
44•fw.11.+M'rly ,SW^IµwF/S[, a I,yN t)
.1 prw YY.
a [M°I ya[nw r.p wa Ywr+weal iw arF a [r.[„rnn
n 5a r
,• •YrINr[w1111•[\L{YrNI Ll4a I.
L-a Mp M w<wmp prNa Lwu[e Larrlx b•lw In rxr
•prNy tw.N+rr w p.N,1wy I.Ny �e•KAO
LVIy wea<I
TEE
J tlM1
.ii
wouuw wM1nm � � ry Iff EENO 90n BEND
xw M<wnn Iel•t•n frM I.nr � T•1.
f. w4y xlwl°r p,ya Ilw[«I.w.l. FIGURE I
NOTE EDR C AX VERTICAL PENM BLD $W.
). pn+rr[wnx rex.r ILwM1.�ISLC'�rKai T SEE AP1W STANDAW PLLN w T3.
i. rnrlw[ron a px..Nw ta.l.Qmlo ZVI •S
TABLE 1
y.I yypnl.ww+[ap Nys.L.W)N urR r..oweM1
-(y r y a•al a•,11N M1rll xFISW 1
rt([ MNR'♦r 11• S1I,Y'
r. UUIIf pae tN< 1(+a t[rY NY Nr6
!•y[Ja u'va n n1 l wwr;•r,np.w.l} Iw H Nam[ S,Y' Lb W LIM [.LR _ W .p
1••W wh u,w ir.xN[ • lA_ _Y_)b_ s.>A rdI- - AM /w
ww[•w•a ill�W PIN[w y�1 aNwi alr In lw rrw YI. Y'- )p1 � i,pN ll.<O• f,f[e \,gy-' I�}pp
+
W•r P p[ l{,ab Il,yn n.SY. f.Lb >.No
M•Iw wap nnxn lw[Wx 6•LM r\r IY iSY �11.tN -H.[p ii.fR 11.fN` S.lb b4[tliwv✓[r W LNr.f.%u.n f.1{III.•.!S h. N' YR N�Iw_ _i{JN _11JW [LLp 1J4 win[ q 4.1M•imwp.r pl i[I,.a w Wa
M awxl..n YY W la II.^W wr,wr. lY' I•f N.IRY R.M R.W IIASY 1.H1
w w rwN t p a .Wly rw rn•aW tM bl R,116 n,M wIft fS.W N,sb[rwal. 1.00.1w,1
r b ym w wFl.„•r rw aw.,l• lY• tb 4.W Y- it N.Yo q.W
u la nm r. •l Iw.
'+\lr[.iy lY A�uY tY tp 10Ab IN.1b Lf.PM If,IN w N iw a[a[!r xa wa N a4 n•°Irl W 11w wln[(uw+ ,I,rM
ml.\na >o- iao-_ n'M1m �w-'[W IN R sioTe '74ib
tlMn✓rann Irl.1 rya R•' }w lM,u M 1. yf.lw bA4'0 M,)H
ulnlralw •ra.rplw:-rryftw.«[u[M[e aw awl
\M.raw.a.IN,.,..,.:'N •t�• -)rt p..1 TABLE 2
,wlw nr.r,rv.a u.+(a)•M.e:T,...x,.i.7.t.e p. L.y r.a.\[w•.
.40
w•y.r cy...a.pxla n\a,R,I rx.wr.w..�x 1..4 Mw w lw anwlw aaN
•�)}M lMe, r[wa M� �wl.pl aFNp NM a4 iwU arinw. .Ix ww yyee.
•L=�E •l r)rr —1 � 5[!i<LLIN SGL
. 'wl.r pYn er pra[t nlut t41-� •Y[a.waa.aaa. we
wM[<lw I,W
5M w Lnwl i,LM
•�.n�•I.R r,. iw•N inwl<rvw•IM<Ix
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•fL•w. \I r o.011M rr ryr. a[yr l�•,N ML p• ,r In
WATER STANDARD DETAIL
CITY OF RENTON
ia•,1 DEPARTMENT OF PUBLIC WORKS ...,a„,.
10r 1+1r•.71V.fY•Mrlii�� b,lr•.sj,]�i•7l„Mr1fW 9n'i
ve , 5 a
aWt o,b
70 �...
non ao �' o
xo , ti .o y 4
a rw +
n � 9
yo �,
Fp
.. sa 41 f O�kC 7. . k
Tyy:B 8WCk rg
ryp.-w B�xx.ty Y.cwv w
,or.Y,kn�a tWe y
VB 5
ixr ��0 l Y`
ye
b�
C _ D� T 55y` ilkkad 6..__
.r \
t]3 50 � 'S
e
s ti G u
'VD _ B y p
45 1
I DJ
1 V Cpu sttTj7carc�' 4 ,
� 5
STANDARD DETAIL
FOR
BLOCKING OF CONVEX
VERTICAL BEND
TIE ROD SELECTION TABLE
w.R.y In Yra
it
7[I r.1yg1
1 M IJW Lf
M 1.14 L1
1' M LM N Iq" yf�
I' W rt.M jry' fIf' IY"
m iW Hall Iw` MF
tw p.M yV
n' Y4 M.M yY N'
.1 M w.W 1I♦^ yf I
b' M Y,W IM1• y/f'
W' M w.yl yy,
M M h4N I �q
wnf
mu.w nt m>~\w tl wntln{.rww w w.we�r
1 nl Wl itla\tlw tl IYt.<wrwl My\wn..u9.\w N\
w w•(tl M W Y,14 w.rw M
1 wgYwyw W[�r NNw{YNt.P n1 MM.RtlwPl yy{N
LOIr(�pt w ptl10�.ON IWi n M O�w
N(W'i l M W rrrye p(YRe P..t tw.YN.YRN
5 11 N tM1�c{\n twwM\�P N ICr/.1 1Wi{4 wY!
h felt.M IrY wN�.Owl.ft N.Ow�rrwN ltw..
ri tp. \M\NR\tVOMnp.
//ii {Itl\NR.[Mwllrw w tYI. 1R14Y tFW.trY h INu
CAST ON LUGS TIE BOLT RETAINER CLAMP
FIRE HYDRANT AND GATE VALVE
TIE ROD ATTACHMENTS
WATER STANDARD DETAIL
CITY OF REVTON
.�. >(♦l. DFOARTMENT OF PUBLIC WORKS ,.,,..,.
DECHLG-41NATION
TREATMENT PROCESS AMOUNT OF CIIEIIGAS REMMEO.
:.U.,.Mm•YgsrynV�C T...V.,n.4.f+�n:,R�4, '1.i..d.,=MV.R n Oa
n.W w(PVi W Vn n N Wr'Y lb.baV.YeT P4r✓�.4 b�bYiN Of VPM9.,0.b,.
M,Yr Yr10>te.giMtimgPm,Y bP1YYN P. a.,.asnOb Yuen TtlY1 _YMW.dly OrnrrRMN
a a.Yn.ro+on T.er t�m h p�,.a rw Yb M e.w•1
W IIrYY1lY,wiwgoal aVomv mv+rm n h M.n
iiry.y/p...ypy Ya
W��► TAM I
Yrwr yret•.w A9!e.P b,e.a OWorreYn psa.,YWw.u.Nu.ru,•n,._.
W TYa.P+aeaY, e.Var ongw ennwe..Y.e b.Ere,m:c ms a trr.TYAZI P.r".Db e.p..V N4 bun.
(LYiY w 4w•A.PPee IEPrrI
W.,OI
Otrav SNvn �yyr,
Ws,Yrtn T14ArY SaPn• Nb1YP
�er.P rn! IN�w,60Y1 6,/Y. {PFppul
tl 0! ett
R 0. 9R eR
r ee or an
r e. ar or
r ,e en er
rvr frrP.•w ay.Yae YOP YYYP,a M eaaPnrm
d,P:Yr r r PwY•ep rYPrR nP1 tb a rwtt.,wP
[n.n,bY,f/P m4 a r YYp.P.Iaer er Y'•rd,.M
<,wY IAq Y•1M b H.Yb w II.I WY h ihnvt iw
«+'WYt OYeMtl
APiUGLTIple LOCAL sI1PPLIERs
.YY,WPm
tell PR.^.a.K^b:r,.b�.un G ah.bl M cY4h0 na Wn MYYn�'-:4.fM5
c,Jrnsf eve n.WuPrva e..ywq}rq e,Fl cP,Me NPS tt],n
Try h nPM.rra./a.U.gnfn•N,CM,VY aP4 bllm .w4 eM 'w.62]Bbt wl�:Yl0
10 q e.tJ.+h..q cM,wR 4 wv.COp a YY)
•C.lrNr Alr IllOrl June GwM'.at xc rP rP www.rre m.P.nPed Maumwe a.Y yp w.,r vY.�
.,vls..r.nmP.w.YO.Mre.YYrP'Ytl IN LLww TYv,a se. *a.mamc b h[PTLYII,.Yp er a Y Y.WPY.PY n wM:
mMYe t•Y a estP/.Wa dlanVtl r�Yl fylYOn Ml/Y YO�W
nl ao. ty.wO PrrMwmwmwrew eY a.tlieP,rm ,Nt W Gmvbnn
Vm.,.Y td•.n.e.P,nn b mnwua Pgybq h ePPO ,Re 6lrr..
mYPlb Mnln Wq+Vbe YYr Fdm Meow+ .etr.1Y M.L^A•'iOv rPrTllY
PEIOCm RAW OYYOIMElt
da.a.lm
l!r Y4r
Il � �Cw�wlY. OPPP,e '.
I nwSVYeI•� 11PY r.lrl OI��
WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
YN.Yw
\i^urY
NY r� rin»
ruq
rNw
r n•ur. <. rW.ar,.
P WWIq��rM.[YlA
PLAN
[f mn WY�W r.w w,
tYli\K[•YC I�t C ..WwYM\[Y
IR tl YYINr ��\
I NYnt
1"Utl[riNU Y'nY\WntY;IM IIN
wr�dW�wi
ELEVATION
TEMPORARY 2" BLOW-OFF ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
.w n rerr DEPARTMENT OF PUBLIC WORKS pa�www•tw
wrlNb p[yw Yl(bl ww tl4wl.fbl\w irltYU.
r vmawu uw wW rYu r•[wnw
r w.p.Tv.vnlY wb +(Y uuw+(wwt i(mnsu,.IW,r.wniaw
ws•[Y Y Iwww.
�t r,w r rimw w r wren,,w tkm rx.
.r wrrneo,w.,n m rl.to r wn ww kYts Y(rrt,.
•tN M„w b{w40, (�'�
•t01Y°r'w . iam mtno-r ni,�cr.
'�1"pre. r'w'(sw 1 ragmw 'n we
rwuN.A,iW
•,b w IR�y-
r'R(
Jc ur nwu j
+' ww,n,,w riw �•' �is ri�.l,n vw(:r IM,('i�e"um,F lM
-��tMtlr fOrp w
a"W rM1'n ,nt.r ewr wt ,r rlw-rare
yY Y, M U4M r twNl
"I va
allp�
.4' J' ,:1 T nq"r'NR f fa•rtr+,Y f.Vr Y�Ir
_ IW Frl nw p tpr,
w{r,wrtt.rbl,et 11 ,H w+�1
Mb q,1'Pap,'r5x �r .,trnM w{. Y{wa, wTr TW TpTt
bfa R. irk p IyYt (tM Y,n 1" N.r ra
r't.1YIYa w w{ur p
I' AIR 8 VACUUM RELEASE VALVE ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
"- '°'(•a DEPARTMENT OF PUBLIC WORKS ,,.r„
Final Joint must--
be saw-cut
Saw-Cut or line drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete•--,
Existing—
te~
Cement Concrete �6" U "� "YF� ••� -----6" min. Cement Concrete
Conc. shall be Cl. B (3/4) - 6" min. Crushed Surfacing
3-Day Mix Air Entrained Top Course
Portland Cem. Conc. Con-
forming to Sect. 6-02.3. Compacted Select Trench
EXISTING ASPHALT CONCRETE OVER CEFIE NT CONCRETE Backfill
Final Joint Asphalt Concrete (3" min. )
must be saw-cut replacement patch to be
- -• ---- thicker-than previously
/t� existed.
Existing Asphalt/ 6" Min. Crushed Surfacing
Concrete Ton Course
Compacted Select Trench
Backfill
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
Final Joint must --Cement Concrete (B" Min.) Rtplace-
be saw-cut ment patch to be 1" thicker than
previously existed.
Existing Cement
Concrete Pavement 6" Min. Crushed Surfacing
Conc. shall be Cl. 6 (3/4) Top Course
-
3-Day Mix Air Entrained Compacted Select Trench
Portland Cem. Conc. Conforming Backfill
to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE
I. See Sections 7-18 and 2-09 for Parching and Backfiliing Specifications.
2. All trenches in roadway a.-eas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is granted
to do otherwise by the City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently par-hed within 2
weeks of completion of work within the roadway area.
4. Saw cuts on concrete pavements shall be made no more than one-half the depth
of the existing slab.
PAVEMENT PATCHING DETAILS ((-�
ENDING
OF FILE
FILE TITLE
709
8" P2Vs � S - f13 �`�'d'
044i[tu- n�1i52