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AWARDED ....__ Cnn!ract No fAG _.
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t31D PROPOSAL & SPECIFICATIONS
1986 SEWER CLEANING,
TV INSPECTION & GROUTING
SUNSET PUMP STA. SYSTEM t^; ', >II
• ROOT REMOVAL & TREATMENT
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
MUNICIPAL BUILDING. 200 MILL AVE S
RENTON WAS" 98055 • (20et 233-263I
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CITY OF RENTON
810 PCOPOSAL AND SPECIFICATIONS
FOR
SUNSET PUMP STATION SYSTEM
SANITARY SEWER TV INSPECTION
SEWER GROUTING, PHASE III - 1986
ROOT REMOVAL AND TREATMENT
INDEX
Summary of Fair Practices/Affirmative Action Prgram, City of Renton
Scope of Work
Instruction to Bidder
Call for Bids
*Certification by Proposed Contractor/Subcontractor/Suppler/ref. EEO
*Mino,ity and Womens Business Enterprise Participation
*Certification of EEO Report
*Certification of Bidder's Af°irmative Action Plan
*Non-Collusion Affidavit
*Certification re: Assignment of Antitrust Claims to Purchaser
*Minimum Wage Form
*Bid Bond Fcrm
*Proposal
*Schedule of Prices
Bond to the City of Renton
Contract Agreement
EEO Compliance Report Sample Form and Instructions
Environmental Regulation Listing
Special Provisions
Technical Provisions
Detail Sheets/Standard
Documents marked * above must be executed by the Contractor, President and
Vice-President or Secretary if corporation by-laws permit. All pages must
be signed. In the event another person has been duly authorized to exe.-ite
contracts, a copy of the corporation minutes establishing this authority
must be attached to the bid document.
City of Renton
Public Works Department
Renton Washington 98C55
L M MIT "A"
1'Ir7 or MAIM
NVAa7 GP Para PA4Vrtr8a Pa"ey
A.ogres a aaaoaorrw ft. _n
rho po:iay of the ^tty of Penton io to pronote and afford oqua:
traotant and sorotoo to &it vitiaew& and to as&uro agnal owricb.
wont opportunity to all ptrsews re�ardlao or Sher, opted; ":or;
s the is My; nations; oritin; oaa; t a rptoonoe of a now-;ob-roiaesd
p4aita 1, &.wearyy, or s„ntat handioap; ate: or "Pilot statue.
Thto ps ltey Oka:t be based OR the priweiptoo of equal o.;loyywen,
opportunity and affi~eivo &at{on evide:iwoo as set forth {n
fodore. seat& awd lov&t tow. 411 daportwontt of the rtty of
aewtan "all Adh*pt to the !ell^vier gwidstinst+
dINFI R_7 r C 8 - All activities rola"Ke to am:ab-
nant t he ptarw went, otls!ti:w. Fro-at{sa, tertirtaSi,-
and trainin, sha:l be ocnatoted in a now.dti•rr{-i wsttry
■owner. Psteoawei desisiows Will be based OR {nSivilua:
parfortanet, staffing roes:rrnan to, and in aoe;rdan^t
With governing Civil $orvtoo laws &nd the &rressont
bstwe" the City of Renton and rho wsehiatton state
.'ounci. of Cowwtb and ^ity cwrleyo&a.
:c f1.1A7.0A'_ Wry NUMAR RIG#^s 44MAjZAUQST - -Aw ^ixy of
.entCn W ' caep&ra ta?w!!b vita crgantatrt-ns znt
vonwi rs{ano ortawiood to pro-�to fair praetiau an.{ egwa:
-pptrtwnfty in swploy'ent.
A FF:RAA::Vs A':'1 RF:,9Aq - rho .'it, ;f Renc;n Afh r-arir,
MR," ropra- W .. to va ntaintri to fa•i.[ita^t squi Sek:c
ptrptr&eta t{an vithtn the Ntb vrrhr-roe and t., atowrr
•qua: sn{{;"antnt opprriunitp to all. :t aha;: 1`s she
rv*F,n. bil{tb and duty sf a>: fity aericia:t and t-; '•yeev
t� -OPrb Out thv p.=:i.-sca, gulls«roes and ecrreotivs
aswre/ :e cot forth tr this tr.,grt-. rro•tier
cr.ira-s nab bt oettt:i eh,d be the May.r rx
rhr reobr-tnda)ion c` tx Af'ir-stir, A.ticx ..:•ter P r
±h ac 'cos:tssngs i- rhieh a reatoa ela/ :f
'e w¢l.r-Par rre/a to t.
4.`cA
,IW7t.9A1
At[eeu
Issued+ July 10, 1971
Revised: Febtu&ty 9, 1976
Re\1rtsd: June 1, 1980
CITY of RENTON
SCOPE OF WORK
S014SET PUMP STATION SYSTEM
SANITARY SEWER TV INSPECTION
SEWER GROUTING, PHASE I1, - 1986
CITY WIDE SEWER ROOT REMOVAL AND TREATW NT
The work involved under the terws of this contract document shall be full
and complete installation of the facilities as shown on the plans and in
the specification; to '^elude, but rot be limited to, sanitary tewer fi, y,
in-line TV inspection, and in-line sanitary sewer grcuting. The sanitary
sewe.•S are cement concrete pipe with rubber gaskets, ins�a,lei since 1963.
The Sunset pump Station sanitary sewers aub systems to be improved ate:
Year Installed
Union Ave. HE - Norm
of Sunset 1,200' of B" 1978
Brentwood 3,500' of 8" 1963
Honey Creek 5,225' of 8" 1965
Apt, Systems 2,820' of 8" 1976
High School 1,650' of 8" 1968
Sunset Bivd. 1,450' of 8"
The sewer grout shall be 3-M CR-250 Grout, or approved equal, the Contractor
:hall test all ,joints in the work limits to a psi.
The work also includes alternate root removal and treatment, in-line TV
inspection, and gr,t/debris removal in selected small sanitary sewer
segments in Renton.
The root removal and treatment will be an additive itemibid schedule and
be included or deleated by the City at the City's option.
The Schedule B work tasks are Segments all, 016, 017, and a30 of the total
root remova', treatment and hint sealing. The City yay choose to add or
delete pipe line segments at the bid unit price. The total root wn removal,
treatment and 3o,nt sealing maps and list is sho in the Standard Details.
IWST0CTIDRS 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 date specif led in the Call for Bids.
At :his tine 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 shad be sub-Itted on the forms atta-hed hereto.
., The work to be done Is shorn on the mane •tl ties are understood to
be only approximate. Final yayrir• 'I of or t,eld measurement of
actual quantities and at the unl; arise bid, The City reserves the right
to add or to eliminate Portions of that work as beamed necessary
). Plans may be examined and copies obtained at the Public Woks Department
Offir,•. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4.. The bid price for My Item must include the performance of all work
ecessary for clap letian of that item as described in the specifications.
S. The bid price shall be stated in terms of the units Indicated and as in «
total amount. in the s,, it of errors, the unit price bid will govern,
Illeg'ble fiqures wt I invalidate the bid,
6. The riqht 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 satisfacte,v bid bond nade payable without reservation
to the Director of Finance of the rity or Renton in an amount not less than
51 of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessf.il bidders immediately following the decision
as to Award of contract. The check of the successf.l bidder will be
returned provided he enters into a contract and furnishes a satisfactory
Performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Shnuld he fail, or refuse
to do so, the check shall be forfeited to the City of Renton as liquidated
donige for such failure,
8. All bids nust be self-explanatory. No ocoortimity will be offered for bral
explanation ex,ept as the City 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. 7115/81
CITY OF RENTON CALL FOR BIDS
S'U1MT-AW"iT TM-1VMW-
SANITARY SFNER 1V INSPECTION AND
SEWER GROUTING, PHASE III - 1986
Sealed bids will be received until 2:30 p.m., _ JanuaU29 1986 At
the City Clerk's office and will be opened and publicly read-in tjie 7-tFi fToor _
conference room, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed within 90 working days from the date of commencement
under thiscontraet shall include,but not be limited to,
Sanitary Sewer flushing, In-lint TV Inspection, In-line Sanitary Sewer Grouting
of approximately 16.000 I.f. of B", 10" and 12" Sanitary Sewer main.
Sanitary Sewer Cleaning, Root Removal and Treatment with Root Growth Inhibiting
Grout, approximately 21050 I.f. of 8" sewer pipe.
The City reserves the right to reject any and/or all bids and to waive any and/or
all informal ties.
Approved plans and specifications and form of contract documents may be obtained
at the Public Works Department office at the Renton Municipal Buildinq for a
deposit of E5.00 each set plus f .2. O to cover postage, if mailed. The
deposit will be refunded upon return of the Plans and Specifications in good
condition within thirty days after bid opening. The mailing charge will not be
refunded.
A certified check or bid bond in the amount of five percent (5%) of the total
amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
City Clerk
Published:
Record Chronicle: January 10 and .7, 1986
0aili Journal of
Co.nmerce: January 10, 17 and 24, 1986
tCYNTIrICATION BY PROPOSkD CONTRACTOR. 8MCOMRAMN AND SUPPLISR RM U1NG SOtIRL SNPLO'M M OPPORTUNITY
W&—VW oT-rrT—L6Trictor — ___-------
INSTRMMTIMS
This m rtificatlon Is required pursant to redoes: SN<utive Order 11166, The implementing rail„ and
regulatlooa prevlde that any bidder or prospective contractor, or any of their proposed subcontractors
and supplier$. Shall State as an initial part of ,he bid or negotiations of the contract whether it has
Participated in any previous contract or subcontract subiect to the equal opportunity clauser and, of
no. whether it has filed all compliance reports due under applicable lostructions.
The City has heretofore adopted Resolution 2340 under dot* of June 1, 19e0. amanding a 'hir Practices
Policy.- as Implemented by an -Affirmative Action Program" therein Amending the policy of the City of
Renton to promote a.,d afford equal treetment and arv:rs to all cltisena and to assure equal Mployment
opportunity based On ability and 'itness to all persor, regardless of race creed: color: ethnicity,
national origin; sex the "*series of a non-lob-related physical, sensory or Rental handicap: Sae or
ment&1 Status. This policy shall likewise applyy to all contractors, subcontractors and suppliers
conducting business with the City of Penton who !n turn Shall Afti rm and subscribe to said practices
And Policies. The eforementione[ provisions shall net apply to contracts or subcontract* for standsrd
commercial suppliers or ram materials or f4m% or ora.nf �l .e wi•h le• • the, sign, •mpi..vese Or
N contracts of lose than I ;J eu ra i .
<as• ORi r w • u.
When the Cont a:txr.w :n. S<turr vwl or LO(e: &flat . teri*d i a the Contractor) to [squired tv
the City of Penton to suba, t an 47tirmative Actiou Plan, the minimiax acceptable prresntage of mi.wxa
employment will be that percentage which is currently listed in *Appendix I' (City of Penton Goals and
Timetables) in the publlohad City of Penton Aff.rwtive Action program, i.e. 9.1%. This program to
Available for review at the Municipal Wilding.
The undersigned contractor therefore covenants, stipulates and arws that during the performance of
this contract he will not discriminate aiainat ny person in hiring, promctinq. dischargingy, colwn-
sati,g or any other term or Condition of employment, by rersor of such person's status, to Stance
the ill) categories listed in para. I above.
1 Contractor further Agra, that he will take affirmative old cortinv us action to insure full Compliance
with such policy and program ir. all rosp*<ts: it being strictl, undvrstwd and *creed that failure to
Comply with any of the terms of said provisions shall be and constitute a meterial bre..ch of this
contract.
Contractor Shall. uprn request and/or as soon ea possibls thereafter, furnish unto the Cxtl any and all
information and reports required by the City to determine whether full eamiliaee has boon "de b^ the
Contractor It., said p,i icy and program and contractor will parmit etas to his booko, records and
' accounts by the City for the purpose of investigation to &$Certain such compliance.
Contract= further acknowledges that Ph has t*ceiwd a true an, complete copy of the City's -rair
Practices Policy.`
' Contract *nu icauor. . mTiei--
CEPTIrICATION BY: CONTRACTOR or SCNCOMRACTOP _ or SUPPLIER
' NW:
ADDRESS:
REPRESEMAT I VES:
TITLE P40NL:
' 1. Contractor ISubcontroctorl$upplior he* portxupated it a previous contract or oubcontract ,ubl*Ct
to the Equal Opportunity Clause: yes No
I. Compliance reports were roqul.ed to be filed in connection with such contract or subcontract:
_Yes ——No
' 3. Contractor'SWD ontractorfSuppli*r has tiled all compliance reports due miler applicable
instructional _Yes `No
' a. If Gnu", to item 3 is 'No', please explain in detail o, reverse side of this Cortificotaon.
CERTIr1CATION: The information Above is true and complete to the best of my knouledga and belief.
1 Were and Title of Signor (Pines, typo or print)
i�gnaiur* Data
' Reviewed by City Authority: Dot*,
Paw, 1,11 6)
' PUBLIC WORK OR IMPROt'4fEM Rev. 4t83
PARTICIPATION CERTIFICATION: REF. RCW 35,22.654)
CONTRACTS EXCEEDING $10,000 (OR $15 000 FOR WATERMATN CONSTRIiCTION
MINORITY BUSINESS ENTERPRISES (MBE)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
' (BUSINESSES Ok'NED AND OPERATED B1 WOMEN)
Cnatr ActOr agrees that he shall actively solicit the smplOYMeet of minority group
' swmbers. Contractor further agree& that he shall actively solicit bids for the
subcontracting cf goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minorlty
' emOvvment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to sale minority businesses. Tt. • cur actor
shall be required to submit evidence of compliance with this section &a as of the
bid. As used in this section, the term "minorit• business" means a busine it
least fifty-one percent of which is owned by m- ority group umbers. MiL cy
group embers include, but are not limited to blacks, women, native Americans,
' Orientals, Eskimos, tleuts and Spanish Americana. The Citv will eensider sworn
affidavits presented by subcontractors in advance of contract award as one means of
establishing minority status in accordance with criteria cited above.
To be eligible for &word of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be deemed a part of the
resulting contract. A bidder's failure to submit this certification or submission
' of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS EMl'-RPRISE CERTIFICATION
Certifies that:
Name of 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 contacts made with poterr.al minority business enterprise subcontractors
and the results thereof ary listed bel.w. '.ndicate whether MBE or WMB1. and
identify minoiity group. (If necessary, use additional sheet.)
' MBE M_n. Gr. Mr.
1. ❑ ❑
(Name of Firm, Bid Item, Results of Contacts)
S. ❑ ❑
Mr./Ms. has been designated as
' the liaison officer for the administration of the minority business enterprise
program for this fits.
CERTIFICATION OF EQUAL ESIPLOII$HT OPP0RTUNITI REPORT
' Cettification with regard to the Performance of Previous Contracts or Sub-
cortracts subject to the Equal Opportunity Clause and the filing of Required
' Repasts.
The bidder _, proposed subcontractor hereby certifies that he has
has nut , participated in a previous crntract or subcontract subject' to trio equal opportunity clause, a required by Executive Orders 10925, 11114 or
11246. and that he has has not , filed with the Joint Reporting
Committee the Director —or—the Office TFederal Contract Compliance, a Fede-a:
Government contracting or administering agency, or the former ➢rt nt-s
Committer on Equal Employment Opportunity, all reports due snder applicable
filing requirements.
l amfpan.
' (Title)
Date:
' Note: The aoove certification is required by the Equal Employment Opportunity
eligulations if the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be
t 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 al CFR 60-1.5. (Generally only contracts or subcontracts of
' $10,000 or under are exempt.)
Currentlj, Standard Form 100 (EEO-1) is a?e rnly 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 net
filed the required reports should nott that 41 CFR 60-1.7 (b) (i) prevents
the award of -ontracts and subcontracts unless such contractor submits a
report covering the deliquent period or such other period specified by the
' Federal Highways AJninistratson or by the Director, Office of Federal Contract
Compliance, U.S. Departmes.t of Labor.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLO
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 state,ant:
' a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because
t "Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less than S10,00u.`
Company s De to
BY:
O OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan s-ecifses goals and
timetables which are valid for the current calendar year.
' LTompany —' fate
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 vt minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilization, and
' 3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
..ompa�n) .__ Fare—
BY:
Title
OR d) It is hereby certified that an Affirmative Action Plan sill be supplied
to the City of Renton within five (S) working days of receipt of
notification of low-bidder status. Said Plan will be subject to rerzew
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,
2) Goals and Timetables of Minority and Female Utilisation, and
' 3) Specific Affitmative Action stops directed at increasing Minurit>
and Fama le Utilization.
' Company Date
6Y: _
Title
Rev. 9'9 'S
1 City of maintain
CY►InN {111 Nr1f {Car"flost1On faros)
bnYallW ty.Mtl-hotq And Mlnieda ow
1laiederal eldl
90I4)0.f11{IOI {Ff IOaVIT
' 001-0 adly shorn, adpdsN ena days, thet he Is the Identical Nrson on. MMMittda
say twev no proposal o• bla. and toot suc, Old is Tel ihe and not soli•a W,-
jVS-w er dead in the Interest Or an behalf of any Nrson Mt fhehln headed. ena
' tu"Inar, that the advatm," Mf Mt bract ly Induced or wl,,,lad ant other l idNr
So the forep,rp Indus ar eduiprn• to pal In a arse bid. or enr o1Mr person or
CVp *"Qh 10 INralh try bl CCmg, and TMf deponent Ma ref in env den ,
=*'tdyher KIIW itlI TO NCWe to nlMealf Or 10 MY 'Its" aVNl
r "'Son Y ategl
Oren O {NNr pr {i0Nr4.
CENTIF I1CATIOl llF: ASSIOdg MT OF
tWTI-TFIMST Gilliam TO P ill"Im M
VMdOr 4110 NrcMr.N ren,pi is t"f In w,"l aCona.,C precfiq OVertneryef
MSYlfinq from anti-Ir Wt Violations era In IW Y.WI ly E,,d or the ppr<MNr_
Therefore, vent hereby atslps to purcMdar any end all claim torSion orar-
CMr96. a{ 10 {yen god Ytw late pYr CIHeeO in 0y1y "M alto Inla Oradr Or
<enlreCf, surf as to owrdMry.s resulting fry ant l-iruot r1o:ot Bona cde-
rnNnq effar the adfa 01 the tic, duotsnon, w drop• e.ent edtablisning the
IP"" unadr 'his order or Cpr"Sct. In addition. Vander Nrrsnfs Ma represents
foot each Of hit suppliers and subCO111rKfore shoji assign My and oil s.M
CIaiY 11 a{PCMNr, sup pct to the a/Vaunt laved O.Capti On.
hop
MIMIMM Megf AFFIDAVIT FOM
1, the WdersigMa, heYing tops, d.IV shorn, dspoNO. daV end Nrtdy that in
CynKflen •Ito the Nr/arYre of the ho'k of this 0101"t, 1 .111 pay e h
Clatsllicafmn O1 laborer, v- .rn, a MaGh"Ic assi In the Nr/orY,u
' 01 auto work; Mf lets Man the pi I too Mae Of sage V Mt lass than the
drnaud W. of sages .s seo,it'se In the pnnCi N1 cwtretf; that I Mua Mad
1M rOrf a9a foregoing Pat~' Sod Cerf lliGfs, knOu the content$ fMrsof
S"d the Nosfancs s% Yt forth tMr.in is rue to ay knowledge and b.l,.f.
TOM: MUM Ca LUSlO1 AFFIDAVIT, /SSIGMNT OF IWTI-TMlml CIAIMS M POCNUfN
AND Milit" Mal'A AFFIDAVIT
t
S 1pnaure of dutb ice_ Qprewltatlw o/�aNr
$411)bed and Ian I. befor.AS, on toll play of
19
' Mobiy P-"jlc In end fV the $bt.
of Madhington
' g.via—g .1
' BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of S which amount is not less than five
' percent of the total bid.
Sign Here
' Bit) BOND
Know All Men By These presents:
That we, as Principal,
and as Surety, are
held and firmly bcund unto the City of Renton, as Oblicee, in the penal sum of
Dollars, for the payment
' of which the Principal and the Surety bind themselves, the— heirs, ,xecutors,
administrators, successors and assigns, jointly and severa,ly, by these presents.
' The condition of this obligation is such that if the Obligee shall make any
award to the Principal for _
' according to ttie terms of the proposal or bid made by the Principal therefor,
and the Principal shall dilly make and enter into a contract with the Obligee in
' accordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety or Sureties approved by the
Obligee; or if the Principal shall, incase of failure to do so. pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
' then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, as penalty and liquidated damages, the amount of this bond.
' SIGNED, SEALED AND DATED THIS W OF 19
G rinC pa
■
Surety
t19
ke.ceived return of deposit in the sum of S
' PROPOSAL
' TO THE CITY OF RENTON
RENTON, WASHINGTON
' Gentlemen:
The undersigned hereby certif _ that _ has examined the site of the
proposed work and ha_ read and thoroughly understand_ the plans,
' specifications and contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
thereof as can be completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
' and Drives:
(Note: Unit prices for all items, all
extensions, and total amount of
' bid should be shown. Show unit
prices both in writing and in
figures.)
Signature
t
Address
Names of Members of Partnership:
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 _
SCHEDULE "A"
SCHEDULE OF PRICES
SANITARY SEWER TV INSPECTION, SEWER GROUTING, PHASE III - 1986
(Note: unit prices for all item, all extensions and total awount of
bid west be sixxvn. Show unit prices in both words and figures
and where conflict occurs the written or typed votes shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY "nit F"i s to be written in wards) DOLLARS CTS. DOLLARS CTS.
1. 16.000 LF Sanitary Sewer Flushing
f
er ,T__ —(1Tprds figures ---'�
2 16,000 LF I Sanitary Sewer TV Inspection
I
E
Ter l€-. .. —
3. 3,200 Ea. Sanitary Sewer In-Line Joint Test
$
a. 000 Ea. Sanitary Sewer In-Line Joint
Sealing
$ -�---
Per _._-----
5. 2 Tons Sanitary Sewer Debris Removal and j
Disposal
i
S
---
6. 61 Ea. Sewer Manhole Sealing
f
i
Subtotal Schedule A
8.1% Sales Tax
TOTAL SCHEDULE "A"
I I
I
I
1
SCHEDULE "B"
SCHEDULE OF PRICES
SANITARY SEWER ROOT REMOVAL AND TREATMENT
ADDITIVE ALTERNATE
(vote: Unit prices for all rteae, all extensions and total amunt of
bid exist be shorn. Show unit prices in both words and figures
and where conflict occurs the written or typed words shall prevai_.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO- pUANTITY (Lnit Pn xis to be written in wordsJ DOLLARS CTS. DOLLARS CTS.
I. 2,050 LF Sanitary Sewer Flushign, Cleaning
and Root Removal
S
Per L.F _TWo_d ST gures
2. 2.050 LF Sanitary Sewer TV Inspection
$ �
Der
), 12,04 LF Sanitary Sewer Root Treatment '
4
S
4. 400 Ea. Sanitary Sewer In-Line Jnin,
Sea.ing with Root Inhi bing Grout
s I
ADDITIVE ALTERNATE
j Subtotal Schedule "8"
8.1. Sales Tax
TOTAL SCHEDULE "B" ADDITIVE LTERNATE
Total Schedule "A"
Total Schedule "B"
TOTAL SCHEDULES "A" 6 "B"IL
� '
1 I
I
I
I �
i
I
SCHEDULE OF PRICES
(Note: Unit pracAs for •11 hear, All astensaans And total amount of
Lad cost Lr sbown. Snow unit prices an both vords And figures
And where Obnflrcl occurs Una writtsn or typed words shall prevaJl.)
ISEM APPROX. ITEM wITN UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY Unab PsAmA to be wrattan sn words DOLLARS rTS. DOLLARS_ CTS.
THE UNUERSIJl1ED B1dl1ER HEREBY AGREES N START CO4SSRU,`,`,,,,,,jj ICON Yt,RK 0+7 THIS FROJECT, 1
ANAME XIR, NO IA ER TXµ TEN (10) DAYS AITER FINAL F7(ECUTION ANT TO C LETE WI I iN
qQ YO INC DAYS A TER STARTING CONSTRUCTION, II
II i
DATED LT TNIS DAY 0�— l98
A EMENT OF UCKIPT OF ADDENDA:
NO ATE
ATE
ATE
SIGNED
j I TITI.E _
i
NAME OF J:PANY_
ADDRESS__
CITY/STATE/ZIP__
TEIEPNONE
CITY OF RENTON STATE CONTRALTO S
BUSINESS LICENSE / LICLNSE /
I
� I
i
i
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, end Qualified under the laws of the State of Washington to become surety
' upon bonds Of contractors with mvJcipal Corporations, as surety are jo'ntly and
severally held and firmly bound to the City of Renton in the penal sum of
$ for the payment Of which sum on demand we bind our-
selves and o,.r successors, heirs, administrators or personal representatives, as the
case may be.
This obligation is entered into in pursuance of the statutes of the State of Washing-
top. the Ordina-ce of the City of Renton.
Dated at , Washington, this day of 19
Nevertheless, the condition, of the above obligation are such that:
■'■ WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2299 providing for
■ (which contract Is referred to herein and is made a part The-re-or-as though attached hereto),
and
' WHEREAS, he sold principal has accepted, or is abort to accept, the said contract, and
underta.e to perforr the worw therein provided for it the canner ane within the time
set forth:
NOW, THEREFORE, if the said
shall faithfully perform all of the provisions of said contract If. the manner and within
t the time therein set forth, or within stch extensions of time as may be granted under
said contract, and shall pay all laborers, mechanics, subcontractors and materialmen,
and all persons who shall supply said principal or sutcontractors with provisions and
' supplies for the carrying on of said work, and shall hold said City of Renton harmless
fror anv loss or demage occasioned to any person or property by reason of any care-
�-ssness or negligence on the part of said principal, or any subcontractor in the per-
to,+ance of said work, and shall Indemnify and hold the City of Renton hornless fro-
any Garage or expense by reason of failure of performance as specified in said cor-
tract zr from defects appear! ig or developing in the material or workranship 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 othe -
wise it shall be and re"in in full force and effect.
t
Aevisld. BI16IB;
' CONTRACTS OTHER THAN FEDERAL-AID FHWA lor7
THIS AGREEMENT, made and entereJ into this _ day of 19_
by and oetween THE CiTY OF RENTDN, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and __
hereinafter referred to as "CDNTRACTOR."
W i T N E S S E T H:
' 1; The Contractor shall within the time 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 work and
tservices reuuired to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
ttransportation services necessary to perforT the Contract, and shall
complete the construction and installation work in a workmanlike wanner,
In connection with the City's Project (identified as No.
' for improvement by construction and installation of:
' All the foregoing shall be timely performed, furnished, constructed,
installed and completed in strict conformity with the plans and spec-
ifications. including any and all addend, .ssued by the City and all
other documents hereinafter enumerated, and in full compliance with all
applicable codes, ordinances and regulations of the City of Renton and
' any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished
2of7 '
Contracts Other Than Federal-Aid FHWA '
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 arisino under the Contract.
2) The aforesaid Contract, entered into by the acceotarce of the Contractor's
bid and signing of this agreement, consists of the following documents, t
all of which are component parts of said Contract and as fully a part
thereof es if herein set 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 6 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 to,,.
Lire specified in this Contract, or any ex—nsion in writing therec',
or fails to complete said work with such time, or if the Contractor '
shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on '
account of the Contractor's insolvency, or if he or any of his
' Contracts Other Than Federal-Aid FHYA 3 of ]
subcontractors should violate ari, of tht provisions of this Contract,
tthe 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 ariangement
' for the correction thereof be made, this Contract, shall, upon the
' expiration of said ten (10) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
' serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
tprovided. nowever, that if ter surety within.lifteen_IL51 dAys after
t the serving upon it of such notice of termination does not perform the
Contract or does not commence performance thereof within thirty (30)
' days from the date of serving such notice, the City itself may 'ake
over the work under the Contract and prosecute the same to completion
iby Contract or by any other method it nay deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
liable to the City for any excess cost or other damages occasioned the
' City thereby. In such event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
1 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.
ta) 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 FNMA 4 of 7
5) Contractor agrees and covenants to hold and save the City, Its officers,
agents, representatives and employees harmless and to promptly indemnify ,
same from and against any and all claims, actions, damages, liability
of every type and nature i eluding 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 t
and/or damage to property arising from or out of any occurrenre,
mission or activity upon, on or about the premises worked uprn or in
any way relating to this Contract. This hold harmless and indemnification
provision shall likewise apply for or on account of any pate,ted or un-
patented invention, process, article or appliance manufactured for use '
in the performance of the Contract, including its use by the City, unless t
otherwise specifically provided for in this Contract.
In th! !vent the City shall, without fault On its Dart, be made a party
to any litigation commenced b,, or against Contractor, then Cortractor '
Shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
in connection with such litigation. Furthermore, Contractor agrees to '
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the coverarts, ,
provisions and agreements hereunder.
1
6) Any notice from one party to the other party under the Contract shall '
be In writing and shall be dated and signed by the party giving such '
notice or by its duly authorized representative of such party. Any such
r
Contracts Other Than federal-Aid FW 5 of
rnotice as heretofore specified shall be given by personal delivery
rthereof or by depositing same in the United States Mil, postage prepaid,
certified or registered mail.
r
r7) The Contractor shall commence performance of the Contract no later than
r1C calendar days after Contract final execution, and shall complete the
full performance of the Contract not later than working days
rfrom the date of camentement. For each and eery working day of delay
after the established day of completion, it is hereby stipulated and
ragreed ;hat the da+ages tc the City Occasioned by said delay will be
rthe sun Of --
as liquidated damages (and not as a penalty? for each such day, which
rshall be paid by the Contractor to the City,
r
r8) Neither the final Certificate Of pdYMnt nor any provision in the
Contract nor partial or entire use Of any installation provided for by
rthis Contract shall relieve the Contractor of liability in respect t0
any warranties Or responsibility for faulty materials or workmanship.
rThe Contractor shall be under the duty to remedy any defects in the
work and pay for any damage to other work resulting therefrom which
r shall appear within the period of one (1) year from the date of final
' acceptance Of the work, unless a longer period is specified. The City
will give notice of observed defects as heretofore specified with
rreasonable promptness after discovery thereof, and Contractor Shall be
r
r
1
6of 7
Contrac,s Other Than federal-Aid fltliA i
obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cost and experse of Contractor, i
i
9) The Contractor and each subcontractor, if any, shall submit to the i
Cite such schedules of Quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining i
to the Contract as may be requested by the City from time to time.
1
10) The Contractor shall furish a surety Bond or bonds as security for the i
faithful performance of the Contract, including the payment of all i
persons and firms performing labor on the construction project under
this Contract or furnishing materials in connection with this Contract, i
said bond to be in the full amount of the Contract price as specified i
1n Paragraph 11. The surety or sureties on such bond or bonds must be
duly licensed as a surety in the State of Washington. i
1
i1) The total amount of this Contract is the sum of
wraith includes Was,— i
State Sales Tax. Payments will be made to Contractor a� specified in thr i
"Special Provisions of this Contract.
1
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1
Rev. �] i
Contracts Other Than Federal-Aid FHWA 7 of 7
IN WITNESS WHEREOF, the City has caused these presents to be s{gned by its
' Mayor and attested by its City Clerk and the Contractor has hereunto set
his hand and sea' the day and year first above-wetter.
t
CONTRACTOR CITY OF RENTON
' rest denti artner er _(yor
ATTEST:
' Secretary '--
lty erk
d!b!a
' Firm Name
Individual_ Partnership __
1 Corporation _ A Corporation
tote o ncorporation
' Attention:
' If business is a CORPORATION, name of the corporation should be listed in
full and both President and Secretary must sign the contract, OR if one
signature is Permitted by corporatiod by-taws, 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 nary of each partner should be listed
followed by d/b/a (doing business as) and fim or trade name; any one partner
may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the namr of the owner should
appear followed by d/b/a and name of the company.
' CONTRACTOR/SUBCONTRACTOR `-�y
�� REPORTING PER10O
NON7NSY MANP011ER U11112 AT ION REPORT . � .} . Month: Year:
' Io be subeutted to the City's project ,� Goals and Timetables as committed
rn Engier during the 1st weak of following •� i.i Contractor's Affimative
month while contract is in Progress. Prise •� Action Plan
t Contra,or is responsible for obtaininv an!
---
submatting all Subcontractor Per,orts. or pet City's Plan 9.1
10 lneme sad lecetloa of cmpllance 4.ncy Oopt.) From: (Hamm "I 1@aatl.n of co@tr.nor)
1
' is report is require y Executive Ur der 112"i, ection 03. allure to report can
result in sanctions which include suspension, termination, cancellations or debarment of
contract.
3. ° {
inc- Total Otal
York Hour' OfE@ployaent Is,. txtmtel rity nuat.r water
C la.at •. • a • • H/n o: of of
' _ flea- Xia- er, bian/ otal total @lnor! Espby.
Companyto Rase (I.D.I •red* done TotalBlack anic ndian heltte Pr- ETPIoy- ees
p Ie "I .lr u T ees
A
Tr
' A
Tr
' Tr
1 Tr
A
Tr
- T
' TT
�capary fl elaa to nature an r
Wtr Sia nec f. ♦ epnomm bcatr.
(Irclud. area Code'
1
'F`'• .• '•MaLs s Pemales, ••IUnorltles i Non-minoritie9' p,� of —s abmicul Requirements s Crtv's Goals-?user ablr
INSTRUCTIONS FOR FILING EIIPLOYMENT MILIZATION REPORT (CITY OF RENTON) ,
The Employment Utilisation Report is to be completed by each subject contractor '
(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the tct,1 work-hours worked on
the project for each emplovee level in each designated trade for the entire reporting '
period. The prime contractor shalt submit a report for Its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project. '
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Renton (administering department) '
Contractor . . . . . . . . . . . . . . Any contractor who has a aualifving
construction contract with the City of '
Renton.
I. Company's New . . . . . . . . . Any contractor or subcontractor wh, h ,: ., ,
qualifying contract.
2. Trade , , , , , , , , , , , , , , Only those crafts covered undor ap,l 'cab le
EEO bid conditions.
3. York-hours of Employment . . . . . The total number of hours worked by all
employees in each classification; the total
number 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 - Craftwo•aer
Qualified, Ap - Apprentice, Tr • Tra'.nee).
4. Percent of minority work-
hours of total work-hours The percentage of total minority work-hour
worked of all work-hours worked. (The sum
of columns b, c, d and a divided by column a.) ■
5. Total Number of Minority
Emplovees . . . . . . . . . . . . Number of minority emploveec working in
contractor's aggregate work force during
reporting period. '
6. Total Number of Employees . . . . Number of all emplovees working in contractor's
aggregate work force during reporting period. '
* Minority 1s defined as including Blacks, Hispanics, American Indiana and Asian ,
and Pacific Islander$ - both men and w.at n.
1
REQ' IRE11ENTS FOR THE PREVENTION OF ENVI^ONTAENTAL
PO1. RESOURCES
In a:cordance 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:
Kin Count ' Ordinance ho. 1527 requires Building and Land
' eve opment tvision att 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
Services. Reivew by Hydraulics Division.
' King County Ordinance No. 800 No. 900 No. 1006 ana Resole
No. . o. 75T3-�o—Z7BSQ�o. en o. con ;d
to tng ounty o e it es an are provisions cur dispusi-
' Lion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
Solid Waste,
1 Pu et Sound Air Pollution Control ABencv Regulation I : A regu-
.atton to contro t e emtcston o ate contaminants from all
s OLrces within the lutisdiction of the Puget Sound Air Pollution
t Control Agency (King, Pierce, Snohomish, and Kitsao Counties) in
accordance with the Washington Clea„ Ai. A,t, R.C.K. 70.94.
WASHINGTON STATE DEPARTMENT 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 e purity of all water of the State consistent with
Public health and public enjoyment thereof, the propagation and
' protecting of wildlife, birds, game, fish, and other aquatic
life, and the industrial development of the State, and to that
end require the use of all known available and reasonable methods
by industries and others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to throw .
drain, run or otherwise discharge into any of the water this
1 State any organic or inorganic matter that shall cause , tend
to cause pollution of such waters. The law also provide for
civil penalties of f5.000/day for each violation.
' R.C.W. 70.95 . Establishes uniform statewide program for handling
suTi— 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.M. 76.04.370: P.ovides for abatement of additional tir+
ar an Ts upon which there is forest debris) and extrear a,c '
hazard (areas of additional fire hazard near building, ro.os ,
campgrounds, and school grounds) . The owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on t
property on which an extreme fire hazard exists.
R.C.W. 76.04.010: Defines terms relating to the suppression or '
abatement of Wiest fires or forest fire conditions.
R.C.N. 70.94.600: Provides for issuance of burning permits for
abating' r prevention of forest fire hazards, instruction or t
silvicultural operations.
R.C.M. 76.04.310: Stipulates that everyone clearing land or ,
c ee n ng rig *-of-way shall pile and burn or dispose of by other
satisfactory means, all forest debris cut thereon, as rapidly s
the clearing or cutting progresses, or a^ such other times as the '
department may speci:y, and in compliance with the law requiring
burning permits.
R.C.M. 78.44: Laws governing surface mining (including sand, ,
grave stone, and earth from borrow pits) which provide for fees
and permits, plan or operation, reclamation plan, bonding, and
inspection of operations. ,
W.A.C. 332-18: Delineates all requirements for surface mined
•n roc aaation.
N.A.C. 332 24: Codifies requirements of R.C.W. 70.04 pertaining;
to an c eaiing and burning.
U. S. ARMY CORPS OF ENGINEERS '
Section 1 of the River and Harbor Act of June 13, 1902 : Author- ,
izes ecretary o Army an 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 (PL9_-500
H6 Stat �t-Fiorizes the Secretary t e . ram mom,aetTng '
t roug the 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 derie ' if it is determined that such '
discharge will have adverse effect - oi, municipal water supplies,
shell fish beds and fishery areas and wildlife or recreational area, .
MISCELLANEOUS FEDFRAL LEGISLATION '
Section 13 of the River and Harbor !g0lip_r�oyed March 3, 1899,
Provides that di ,:rge oTiTuse wit ouh t a pernit into navigable ,
waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the U. S Attorney and share a por-
tion of the fine. '
PERMITS REQUIRED FOR TIIF PROJECT ARE AS EOILOWS:
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kin Count Resolution No. 25789 requires an unclassified use
' permit or i ing, quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation
subse-quent to these activities. A copy is available at the Department
of Public Works or Building and Land Development Division.
' Shoreline Mana omen' Act 1971 requires a permit for construction
on t� s oruquircd by PublicWorks and reviewed
by Building and land Development Division.
Kin Count • Ordinance No. 1488 requires permit for grading, land
i s, grave pits, um—wing, quarrying and mining operations
=xcept on County right-of-way. Review by Building and Land Develop-
sent Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND Gk:L
112 Laws of 1949: Requires hydraulics permit on certain
protects. (King County Department of Public Works will obtain.)
' WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A C. 173-220: Requires a National Pollutant Discharge Elimination
' ystem FDM permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372-14: Permit to discharge commercial or industrial waste
waters into State surface or ground water (such as gravel washing,
Pit operations, or any operation which results in a discharge
which contains trbidity.)
W.A.C. 508-12-100: Requires permit to use surface water.
' W.A.C. 508-12-190. Requires that changes to permits for water use
e revie%ed by tTie Department of [cologt 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. 5 _12_22J: Requires permit to use ground water.
t Ii.A.C. 508-12- _60: Requires permit to construct reservoir for
water storage
' W.A.C. 508-12-280: Requires permit to =struct storage dam.
N.A.C. 508 60: Requires permit to construct in State flood
contrT o1 zone. King County Public Works secures one for design.
' Contractor secures one for his operation (false work design, etc . ) .
-3-
PEeIMITS REQUIRED FOR THE PROJECT - Continued
WAShINGTON STATE DEPARTMENT OF NATURAL RESOURCES t
R.C.W. 76.04.350: Requires burning pernit for all fires except
or s—a— out oor 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. 76.08.030: Cutting permit required before cutting merchant- '
a e tim er.
R.C.K. 76.08.275: Operating permit required before operating '
power equipment in deed or down timber.
R.C.W. 78. 44.080: Requires permit for any surface mining opera-
tion inc uding sand, gravel, stone, and earth from borrow pits) . ,
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3 1fi99: Requires !
permit -or construction of er t an , ges, see U. S. Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) .
FIRE PROTECTION DISTRICT
R.C.W. 5:.28010 52.28.020 52.28.030, 52. 29.040 52.28.050: '
zovi es aut.,ority oz, requirements o an penalties for failure
to secure a fire permit for building an open fire within a fire '
protection district.
UNITED STATES _OAST ''JAkD
Section 9 of River and Harbor Act of March 3, 1tl99 General Prid e
Act of Marc , 2 an eneraTB 71ji Act o as amen ed�-
u ust egwres a permit tor construction o ri pe 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 Regulation I : Request for verifica- ,
t cn o popu atio�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 9.15 (preventing particulate matter from becoming
airborne) .
-4- '
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONHENiA6 PROTECTION AGENCY
iTitle <0 Cha ter Ic Part 61 : Requires that the Environmental
rotectzon gency a nogzr S days prior to the demolition of
any structure containing asbestos material (exclut:ing residential
structures having fewar than S dwelling units) .
The above requirements will be applicable only where called for
ton the various road projects.
Copies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building, Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirecents therein.
' All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
All permits will be available at construction site.
1
c
PREVAILING MIN;MUM HOURLY WAGE RATE SUPPLEMENT
Occupation: Sanitary Sewer Worts for
Sewer Cleaning, TV Inspection and Inte-nal
Pipeline Grouting,
Location: King county
Fringe Benfits:
ITS-elth and ikIfare f0.86 State
YAz Rates:
Technician 01 $9.16 + $0.27 Pension + $0.27 Vacation
Technician 02 $9.40 + $0.32 Pension + $0.89 Vacation
Technician I3 $9.81 • SO.34 Pension + $0.96 Vacation
Technician a4 $10.36 + $0.36 Pension + $1.13 Vacation
Technician 05 $10.71 + 50.37 Pension + $1,29 Vacation
Technician f6 $11.10 + $0.39 Pension + $1.36 Vacation
Dated: September 1985 - by L&I Phone a 1-753-4019
rY-R;2720-AA PREVAILING MINIMUM HULAL Y WAGE RATES NOVEWREk 21. 19b4
U::GJP4 Tl :Nt FLAGi.ERS
CHELAN. CLALLAM, DOUGLAS. GRAYS HAR50A. ISLANC. JFFFEk SUd.
KING. KIfSAP. KITTIt AS. LEWIS. WASOY. PACIFIC. PIERCE. SKA3IT.
' SNUHGMISH. IHJRSYI;N, WMATCGM AND YAKIMA COJNTIES.
F; IV GE BEVEF ITS
TGTAL HOUKLY BEVFFIIS 3.43 F/H4 . STA TF
W%;,E RATES
tJCCUPAT ION UCCJPATIUN STATE FEDERAL
COOc DESCRIPTION RATE RATE
260-0010 FLAGGEK 13.78 --
t
t
CITY OF KENT]N
1904 SFWfP CLFANI%G
TV INSPECTION
AND GPUUT:VG
PAGE 1
t
IWY-R32320-AA PREVAILING MINIMUM HOURLY WA..E RATES NJVEMRFR 21. 1984
O:COPATION: POWER EQUIPMENT OPERATORS
ISEWER C WATER CONSTRUCTION)
k%4TIONS 'HELAN. CLALLAM♦ DOUGLAS ITHAT PURI ION WHICH LIES WEST OF THE
' 120TH RFRIM AN). GRAYS HARIOR. ISLANU, JEFFERSON. KIMG. KITSAP.
KITIITAS. LEWIS. MASON. PACIFIC INJRTH JF A STRAIGHT LINE FRL�M
T4E SCUTHERN BLUNUAKY CF LEWIS COUNTY EKTENDEO WEST TO T4E
PACIFIC OCFANI PIERCE. SKAGIT. SNUWJ41 SM, THLRSION. WHATCJP ANO
' YAKIMA COUNTIES.
FR1NSE BENEFITS
' HEALTH AND WELFARE 1.45 !/HR . STATE
PENSION 2.J0 1/MR. 5t4TE
TOTAL HOURLY BENEFITS 4.O1 AMR. FEDERAL
' TRAIVING FJNO .21 A/H4. STATE
W4GE RATES
' OCCJPAT ION OCLUPAIIUN STATE Ft JERAL
CODE 0ESCRI PT IUN RA I RATE
GROUP 1
580-0040 BACK FIILFR 16.92 lb.92
' $80-0010 84;.KHLL 1TdO CASE TYPE ANU LADGER WITH 16.92 16.92
ATTACH4EtTS1
590-0100 CLAM
t 560-0120 CR'4E I6.9? 1b.97
SR9-0130 011..;14I44 MACHINE 1b.9,' 16.91
SP1-3150 OGLER TALL CAT, EYPE D-3 A\O LARGFRI 16.42 16.a;
' 58^ 0160 UkA,L14E 16.92 I6.v'
5BU-314U FkONT-ENO L .A'IFR IJYUS. AN.) Ir.iR1 16.92 1a.
56 J-010 MECHANIC lo.v2 16. >'
590-0220 MECHA%IC WELJER 1b.92 lb.y '
510-3240 MCTCR GRAOEI 16.92 1�. "
580-0310 SCRCEJ 1o.92 lb. "
S60- 3330 S1'Pi VFL It YUS. AN,; UNDER) ID.i7 lb.9'
' 580-0350 SLOE 6JU4 (ALL LAI, TYPE 0-3 AND L-Ad .Cql 16.42 16.91
i%OuP 2
t SAO-OO2U RALKH;,E 4h4O CASE TYPE AN0 SMALLER .ITH Ir..425 16.42b
ATTACH"ENIS 1
563-0050 6ENDI44 14ALM14L 1:. . . !• .4'ti
' S8U-90bU RUU4 IKUCK ISIATICNAkYf 1, ,
:ITT Uf PENION
1464 SLWER :LPANINl
TV INSPFCIIJN
4NO oAcu..NG
PAGE 2
�Y-K32323-AA PREVAILING MINIMUM HOURLY NAGF RATES NOVE.IRER 11. 1984
■:K CJPATIOV: POi+ER EOJIPMENT OPEPATGRS
' ( SEMEk C WATER CUNSTRUCTICNI
LOLAIIUNI CHFLAN. CLALLAM. WUJLAS 4THA7 PGRTION I.41CH LIES NEST OF IHF
' 120TH MERIOIAhI. GRAYS 1,081.R. ISLA90. JLFFERSON. AING. KITSAP.
SITTITAS. LEMIS. MASON, PACIFIC (NCRTH OF A STRAIGHT LINF FROM
THE SUJTFIER4 ROJNOAKY OF LF&IS COUNTY EXILNDFD *EST TU THE
' PACIFIC MEANT PIERCE, SKAGIT , SNOHOMISH. THURSI:^N. N4AIC^M AND
VAKIMA CUUNTIES.
wA,A RAT,S
' OCCUPATION OCCUPATION STATE FE0IRAL
MlE DESCRIPTION RATF RATE
1RCJP 2
590-3070 P)RING MACHINE 16.42S 16.42%
' S40-0390 CJMPALT7kS 16.425 16.425
S63-0t40 PjZER IANV -YPL SPALLEk THAN CAT a 31 16.42S 16.425
SOO-3170 DRILLS ILERCI TYPE) lb.425 Ib.425
' SBJ-0180 FRON7•. tiJ LCAUEM (UNDER 2 Y0.1 16.425 1S.425
580-3200 wIN 7kUCk 16.42% 16.475
SRO-J110 M((HASICAt GREASER ILARGE GREASE TRUCK) t6.425 16.41S
SSO-3270 PAVINJ MACHINrS 16.425 16.425
500-3290 PIT FIREMAN IF4GINE (:PFRATE- AdJVF 3 BUT.) 16.421) 16.425
5tlJ-)300 KILLERS 16.42t 16.4"i
540-1320 SERVILE PLU% 16.42y 16.4�5
t SRO-1140 519E BUOM IASY TYPE SMALLEP THAN CAI D-31 16.42S 16.425
580-3160 TRACTAIR Ib.425 16.425
580-3380 .ilt.L POINT SVSiEM 1..425 16.42y
' 7140up 1
' SRO-1310 AIR G,MPRESSOR 14.46 14.4m
580-0JdU C4A1N TYRE DITCHER IBITCH WITCH) 14.46 14.wb
S80-)110 CJVLRETE SAW 14.4k 14.46
580-0260 GIL-GREASER 14.4t 14.46
SSO-0250 CILER 14.46 14.46
590-0240 PJMn 14.4t 14.46
,RS-)370 WcI UIN,. MAC HitiE i4.v( 14.46
' ETV OF RFNTDN
1184 StMER CLEANIq.
TV INSPECTIJ\
PAbE 3
�WV-R32326-AA PRFVAILING MINIMUM HOLRLV %AGE RATES NoVCMBEP 21. 1984
0LCJPATIUN: POWER EQUIPMENT OPERATCRS
(SEWER 6 WATER Cf NSTRUCTIONI
nCAT IJN: CHELAN. CLAL LAM, DOJGLAS ITHAI PORT TUN WHICH LIES WEST OF THE
' 12OTh MERIVIANI, GRAYS 1,ARBOK, ISLAND. JFFIFRSON. KIN( . KITSAP.
KIIIITAS. LEWIS. MASUN, PACIFIC INORTH DF A STRAIGHT LINE FROM
THE $JJTHE4% 80)NDARV OF LEWIS COUNTY EXT %JLO WEST TO £LIE
PACIFIC OCEANI PIERCE. SNAGII. SNOHOMISH. THURSTON, WHATCOW ANJ
YAKIMA CCUNTIES.
CT HFA
' 5SL-9910 STATE : OVERTIME-ALL WLRK PERFURNEC IN EXCES$
OF R HOURS U(.n JAY GN 40 hUURS PER WEEK AND
ALL •LRK PERFORMED LN SATURCAYS ( EXCEPT MAKE-
, UP DAYS) AND SUNDAYS SHALL DE PAID AT ENE AND
n%E-HALF TIMFS THE REGULAR RATE OF PAV.
ALL WORK PERFURMEC ON HOLIDAYS SHAM 8E PAID
%I DDU3L£ THE REGCLAR RAIL OF PAY.
t
1
V—R32320—AA PREVAILING MINIMUM MUURLY WAGE RATES hCVEMBER 21. 1984
CUPATION. TRAFFIC CGNTROI STRIPERS
7CATIONI STATFKIDE (EXCEPT SAN JUAh CCIhTYI
' FRINGE BENEFITS
APP4E411Ct TRAINING .16 A/HR. STATE
HFALT'.) ►N^ WFIF4RE 1.50 SIMR. STATE
J PENSION .50 Simi. STATE
TOTAL HOURLY BENEFITS 2.05 t/"P. fEOFRAL
WAGE 'IATES
OCCUPATION OCCUPATION STATE FCOER41.
' CO)E DESCRIPTION RATE RATE
820-0010 FUREMAV 19.53 --
' 820-3020 JOURNEYMAN 16.65 16.65
OTHFR
520-4470 STATE : OVERT14L — HOURS IN EXCESS OF 40 IN.
ANY WORK MEEK SMALL SE PAID AT -)NE
AND CNS-HALF TIMES THE REGJLAK KAII.
t
CITY OF RENT ON
1994 SEWER CLEANING
TV INSPECTION
' AND GROUTING
' PA(of 11
1
SUPPLEMENTAL SPECIFICATIONS
i
iCITY OF RENTON
THE STANDARD WKIFICATIOHb 101 MAD, NICK AND NOWIUIRAL COWNICTION PREPARED BY THE MSHINGYM STATE
i DEPARTIENT OF TRANSPORTATION AND THE NASHINSTON STATE CHAPTER OF THE AHERICAN PUBLIC WWS ASSOCIATI 1
El IT10N SHALL MEREIW1f TEA P6 EARED TO AS THE SPEC'FIU Oh WAT701E' AM SAID EPELIi1UT1016 TOBLTOh Bl TN
BE
THE TABS OF THE STATE OF WASHINGTON AM THE OMIHANCES AND CHAMP OF THE CITY OF NEMON., ED FAR AS APPLICABLE,
i AM HEREBY INCLUDED IN THESE SPECIFICATIONS AS TmD,SH CUOTED IN THEIR ENTIRETY AND SHALL APPLY RCEFI AS ANEMED
DP SUPERSEDED BY THE SPECIAL PROVISIM HEREIN.
A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUELIC ■DN.S DIRECTOR, MUNICIPAL
i BU:Lr INS, HENTON, NASHINCTON 9806S, MERE THEY RAY BE EXAPIMM AND COF:ED BY AM INTERESTEL PARTY,
MEREVEP REf EREME IS RACE IN THE STANDARD 10 TIE OWNER OR RATE, SUCH ROFEHENCE SHALL BE
i CDNMUED 10 MEAN THE CITY OF ROTOR, AND MERE REFERENCE IS MADE TO THE ENGINEER, SLCH REFERENCE 6"ALL BL
CONFIRM YO MEAN THE DIFIECTOP OF PUBLIC BORE, CITY OF NEMON, ON HIS DULY AUTHDRI7ED REPREst W4TIVE.
i NQTEH THE 6`EDIAL AND 3UNPLUHENTAL PROVISIONS HEREINAFTER CONTAINED SYALL BE IN ADDITION TO DR SHAL CLPEREME
PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HERMTH.
' STAXIM PLANE
THE STAICAM PLANS HOR AW AM BRIDGE CONSTRUCTION BY THE MSNIHUTOF. STATE DEPARIMEM OF TRANOFORMATION AND IHE
i IMSHIKYON STATE CHAPTER IF THE AIEPICAA PUBLIC WORKS ASSOCIATION IPEV.04Y01/081 ARE HEAEEY INCLUDED IN THESE
WEC1FICAI'M AS THDUON CWTED IN THEIR ENTIHETY AM SMALL APPLY EXCEPT AS ANENDIC OR gPENSEOED BY THE CITY OF
RENTDI. STAMAM PUNS MUNC HEREIN.
iA COPY OF THESE STANDARD PLANS AM CITY OF RENTOI, STANDARD PUNT IS ON FILE 1N THE OFFICE OF THE PUBLIL NEW.
C:R DR, 1UNIC1Pµ BWLOINC. RENTON' NASMINSTON BEDSS, RHEPf THEY RAY BE EXAPINEL AND COPIED EV AM INTEPESTEC
PAST.
1
iHEADINBL TC PARTS. SECTIONS, FORS, ARTICLES AM WIRTIC�E6 AM IWFMW FOP CONVENIENCE OR REFERENCE OFRY AM
SHALL NET AFFECT T'M IMTf PPNETATIOM OF THE CDwngl DWUENMS.
i ��w AID rQ�LAI PMEIBIONE ETIEC^MF
i THi SPECIFICATIONS NOTED HEREIN ARE 1N WDITIUN TL. CN IN LIEU OF, THE 61A10AM SPECIFLUJIUMF. NHFfd SECTIONS
ARE RANBED 'REPLACENENT SECTION OR 'PAPTIRL REPLACEHEM SECTION'. THE BPECIFIUTIDS HEREIN ARE TO REPLACE, ON
PARTIALLY REPLACE, THE BIANDAM SCECIF1CAJICVE NOTED, MERE SECTIONS APE NAIRED 'AW:IIOHAL SWIDN. THE
i iR"IrAIIONS NER1N ARE TO BE AN ADDITION TC THE STANDARD IPECIFIUTIOW NDIEDI EHERE SECTIONS ARE RAN.EL
'SLPPLEPANTAL SECTION, THE SPECIFIU110616 HEREIN AM TC BE A BIPPL,EMENT TO THE STAMAM WELUICATIOHE.
1
i
i
i- 106 IMITION AND TUBB '
t-01.10 DEPARIIEM. D$y1�'TM)jji �__jMHN®tA+rATlgl 1�QF;TIOML fE[TjpNj
RIER THEN{ VKIPIGTION6 PEEP TC THE DEPAATNENT DR CEPAPTMFIIT O TMHSPODAlION TNlf REEEIENCE WILL A.SD '
INCLUDE THE CITY V EAE APPLICABLE.
1-0"1./1 LEEIEEa (N7�i/dFMENf_SECTI O.�j ,
INS DIRECTM O PUBLIC NOR$. ACTING DIPECTL` UP TWW" HIS AUTNMNIl[C IEPRESFMAT1VEc.
L.SI.v� _�fS�Q(I(n. EECaEl.IF ff TMN�t1RfAT1aH �g aENT(.1 ELC110a1 '
THE Cm:S EPECVTIVE OFFICER TC THE D®ARINENT SHALL ALSO IBER TC THE DIRECTCR OF PUBLIC WORE. ,
1-01.11 PANDA ECTIONI
OTNEP CERTAIN MPtREM:Ii GTANDAPOS, AS LEER 1% TNIS WELIFIGTIOH. Alf F.AM TIE LATEST WIT1Oc DFt '
AM ANEPICANN MTEIWDALS ANXIAT10N
ME, AIEPICM MTIOML STANDANDS '
ALA AIEPILM STAMANDS ASSOCIATION
AST), ANEFICAN SWIM FOP TEETERS AND MTERIALE
NEC NATIONAL ELECTRIGL DME ,
T i_,DATE SADDIIIONAL GECTIOPI
INS 67AIL SHALL ALSO REEF 1C THE CITY O MMON ANC ITV ANIORIiR. NEFNESEN1Al1YEE ►HENS AFV`uwC N. ,
T-➢L37__IR!l;NG DM4L�,�.1RPucdERi ctcnal
TN' YEAR 'STEP DMNIN6' i1MLL PBEF TO THE Plclm Al DUCMIPT,M IE THE DETAILS O PROMISED
MTEIL2ALf.FOU3FMENf, NETNODS OF INRALLATION, ON OTPEP CLNSTNtCTIOM PR RAPED n THE .XIATAACTOP. A 8LWDATRA[ilt,
OR A PAMPACTLRER AND SMITT® FOP TM MPRCML CE TNF OIMEF. ,
L'91uffi_ALT O OT_,IIDD"�101ML SECTICM,1
'ACT O QDD' MIME AN EARTN.TUME, FLOG, CYCLOS, ON OTHNEP CATACLYSMIC PEWD),EIGN O MTLVE. A MIN. WIHCETOF '
NIGH MTEP OR OTMU NATURAL PIENOIEt" O LMU6IAL IhTtLL ITV VI, THE WKIFIC LOCAUTI O THE SCR, WHICN NIGNI
RFASOMELN HAVE MEN ANTICIPATIC I" HISTDRILAL PECOC$ O THE GENERAL LODALITT O YK ECK, SMLL MOT O
CDNETPUR AS M ACT O HD. '
7-'➢1.�-_Il'LL9ML LA,pPiL91�1iEE:llv.':
WHERE TPL TERP 'OF EOAL' lE USIC HERE:%. THE ONNER. DP TM DEEP ON NECMEN,,&ATIOF OF /NE ENGINEER. SMLL E
THE GOLF SIDE O THE "U" ANU RLIIAA;Un O TNI PROPOSED St+,ETITVTIOk. L
l&lLM GRROW.j.1AOPITIL LJUjjpy' ,
THE TUB *APPIICVAt' UP 'AFPMCW,' GMLL MGM AFORUML GIVEN rY OF GIVER PROPEPII ON THE EHALF O TIE ONNLF.
1-0 BID PROC®LEES AM CONDITIONS '
1.:W.t. plAhk Aof.lf-KIF.itlT1O6 IREPu�MMr cTIONt '
COPIES O PLANE AM WIT11"AIINWS (SICOIM. DO;LMERTSI WILL E OR FILE IN TK DEGIYN ENGINEERING SECTION O THE
Cl TV OF RE"TCN PUBLIC HORS DEPARTINEW ELM[ MILL AVENUE IOLTH. ENTON M. BMW . t
PpA S SNPN~tAt SPNM+fNut,H, IRA, OIi1 b'SE) ,
B10D1K DOLLPEMS M1 OMAlNK Al TK A<'VE OFFICt. 00 111 RAIL, ON RECEIPT O THE FEES AS SET FORT" IN TK
' CALL FDA BIDS. MAE ONSAS PAYABLE TC TK CITY OF RENTON,
1-02.15 PUBLIC OP RINQ DF ru RBLACAAEM @C ,
' SEALEC 8IC6 N:LL OF PECEIYtt 61 IRE CM OF IEMON , M6NINGTON. BY FILING BIT" THE CITY CLEM- PNKCIPAL
K:LCIK• AIR"- BLS"IWLTOA- AS rtR IK CALL FON PICS AND BILL SE GFFRH ANC PUBLICLY }FAD ALOUD.
AMID AND E%ECLT ION OF CUMTNACT
�-jEp.t COM6i0f PATI CN�_E:OF LAOOJTIOAL BFCTIONI
ALL BIC6 BILL BE IRW ON TOTAL BLF OF ALL RANMULES OF PIUCIS. K PARTIAL 9106 BILL K ACCEPT& LPFISS SO
STATM IA TK CALL rap NICE 01 ®ECIAL PROVISIONS, TK CM RESERVES THE PIW IOBEVEP TO AMIC ALL CP AM
6CIEDLLF CS A BID TD iK LOWEST BIDDER AT ITS CIKRETILN.
1-04 BCNCPt OF TK BORE
1-14.B PRQ®LNI AED MOTEb1_!_`".ira£ T ,?DP IREP45LRS!!�EtC*:.E'.)r;
AM SUESTIOE ANISIUS BFTIEtN TK INiH'TON AID TIE COMRKTON ON HIS M/ENINfE.TCEM ON FOKMA AS TK THE
FlANING ON INTENT O AM PART O TK PIANOS ARE BPSCIFICAIIONF OF AM CONTRACT OOCAEM, SMLL BE 1NPECIATELY
BVDUOR TF iK A"JMY]ON OF TK PUBLIC WINDS DIRECTOR OR N16 REPAESEMATIVES FOR IMEEPKIATION ANC ACJUFTKM,
IF voR AATED.
' FAILUE OR THE PAM OF TK P Fri'. MIS CIPECTC'P OR 'It REPRESFMIAIIVE TO DISMIAV AM COWBA CF REJECT
XWFW*A. DEFECTIVE OR IIBERIOR KK OP MTERIALS. SMLL KT K OD%CTRLKS AS :N ACCEPTAKI OF AM SUCH SRE Or
MTERIALS. OR 7K PARR O TK IIPMOVEKM IN B",r" TK SAK MY MN BEtN USED
1 TO PK6tM CISPUTES AND LITIGATION, 17 IS FURTKP AFFNn RN THE P"Ilf5 KRFTC TMT TNF PUELIC KFAE CIRECTOA OR
NIS PlIP"WEMAl1VF BALL DETERMINE TK UAW' Y Ale O. ITT FB THE BSVEFAL SINCE O MOM. EIQwW IN TKSE
IIFMOV9EMS. K SMLL DECIDE ALL NBKSTIOK RELATIVE TO TK 'RtCITION OF 7K Now ANC THE IMEIPRFTATIONN O TIE
PLANE ANC 6PKIF I4TIINS.
IA TK EVEN TK CONTMCTCP 16 O TK OPINION K WILL BI CAMSED By SU1N 1MBFRETATION, K SMLL, WIT"IA 3
DAYS. KTIFV TK EKSKEA ANC tK CITY CLEW IN WAITING OF TK AMICIFATEC PAILIAL ARE AMOUR! O THE OAMCE OF
■ CAMSES. 11Mt 1S IF TK ESSENCE IN TK SSVEING IF BOON NCTIO. IN TK EVEN AA AGPEENEM LANIKT TKN i
`■ REAC"M WITNIM S OA"S. TK CITT ARE TK CON70ACTUR BILL EACH APPCIM AN AMITMTOP ARE INE IBC SMLL SELECT A
T"IRD MITEIR SO OATS TREFEMIJr.
' IN FINDINGS AIE DECISION O INS MARC O AREITPATCRE SHALL K FIML ANC BINDING ON TK PAMIES. miss TK
ASM:fVW PAW"' "THIN 10 DAYS, CML %(At TK FIKINGE AND DECISION 91 KPVIK AM FILING A PE71T1CN FOR
REYIFW h TK SIDEMION COURT OF WLNC COLMTI. BASNIMCTON. THE SIEUICS FOP TK PETITION FOR REVIEW ARE 1101TIE TC
' SNCWIK TMT TK FACINGS ARE OFCISIORr
1. ARE NCI RE®OKIVE TO 7% OIFSIIOE SU&ITIECI
tE. IS COMPANY TV 714 TOME OF TK CUNTRAV OF AM COFOKM .KRE61
S. 16 AIMIMF AFD100 SE RCT BASH+ UPC% TK APPUCABIt FACIE AND TK LAN COMPOLLIK TK ISELES
BUMMED TC AREIITIMTION,
TK MAAC O AN"ATORE EMU SIPPEIV il5 DECISION M1 SETTING FOR" IN WRITING TKIP FINDINGS AK COKLLE:OK
"M ON TK EVIDENCE AODLCH AT AM SLC" KARIK.
IK AIFITMIICH SMLL BE COID.LIM IN ACCOCANCE BIT" TRE WTAILT FS O THE RATE OF MShIN,W. AK C%P1
DECISIONS ODVEARING BUCK PNOCEAE.
6RRN`INrr 4'. BPKIrR PI RPM RAR1 U7/INBBI
PREP 3
1-04.1 �unum;
THE COSTS OF 6LCN ARBITRATION SHALL E GORE EEWLLT P TO CITY An TK CONTRACTOR MUM 17 16 THE GOAM.6
PAJOlUn OPINION THAN TK COMPACTOR FILING O THE ►MOTES? CA ACTION 16 CAMICIOLS OR EITOLT RAGOMASU ,
WMCATIDN. IN TK LATTER CARE, ALL C06T6 6MLL E C16E P 10 CONIRACTDN.
THE VFMAE O ANT SLIT SMALL E 1% SING COLPM. UGMUMTON, AM IF TK CONfRACTCR IS I ,_pWSIDENT DF IK RAZE '
O1 EAO"IWON. R SHALL DESIGNATE AN AGENT, UPON RAW PNMJU MAV E KMVU. SEEM COMICINE WR L1XEP IN,$
OONTRAC1.
T-0A.1C U6j_f�JEA'Eµ:AL6 FDLRE n THE PRE.iE CT IADOIT IOMI LECT10N1 '
ALL SALVAGE MATERIAL A6 NOTE` ON THE PLANE ANC TYEN FROM AP OF TO OISCAM M, FACILITIES SMALL, AT THE
ENGINEEP'S DICMTION, E CAREFVLLV &ALMA= AM DELIVERS TL THE Cln SMCPS. All &AV .L YTER MINE, FINE '
Wt W.TS. SALVE& AIL APALWINAMES, CATDH, USING. AK WTDAP AK SANIIAIN M RAMU COVERS SMALL E SALVAGW AMC
0EUVEP9 TO THE CIn 6HOP6.
AW COST INCLOWC 1N SALVAGING AM DEUKRING SIC" ITEG 6MLL E CONSIDEMt INCIDENTAL TO THE PROLECT AK K
COPENW710M HILL E MADE.
)<�EFA.Ii Wg1j SITES IMCi}IpML SECY10"I '
ALL MTERIAA DE6IS.ATEO P TK ENGINEER TO E ARID SHALL E MUU M, OIMPE'. AK WAAO AT THE LOCATIONS
SELECTEE P ',E CLWTMCTDP.
MK CC.;7LAC70R 6MLL HAVE THE MSPOSUILIn OF DETAINING H16 00 UETt SITE. ALI WAR IKLLOE IN TNI6 SECTION
SMALL E CMIDEVC TO E INCIDENTAL 10 OTHER 17M OF WR ANC ND FINEIKP CONPENEMTION KILL E MONDE. ,
TIE ROTE TAKEN TC THE US71 617E LMLL E MAINTAINED CU1T P TNE CONYPACTOP IN A MANRN A6 DESCRIBED ELON:
THE COHTRGlC% SHALL E PMFAIH TC USE WTER TPUCSG. POWER SVFFPFME, AY ^-'MTw` 9M'1P W AS CECMCI
NECESSARY P TK P MUC WARS DIMCTUP TC ALLEVIATE THE PMILLP 6 LOST SPCILE ALONG THE RDLTE. PMRR'
RMOMTION OF THE POJTE 16 MAKATDW.
TM CONTRACTOR 6MLL EFCURL ALL NECESSARY PERMITS AK APPPLWLS FDA AM USTE SITE TC E LIM. COPIES OF THL ,
PERMITS AK AFVOWLS AM TC E SUEMITTEC 10 THE ENGINELP PRIOR TO STARTING AM WF&.
1-94 D IOIM6 SlF_S&�g_lADDi?iONMAI gECT10N1 I
Tiff WRING MOUR6 FOP THIS PRO.IECT WILL E UNITE TC VEERUYS DUPING THE PERIOD FROM 6,00 A.M. TO 6t0o P.N.
TIE HOWL DF MR My E CRAW AT THE DISCRETION OF THE ENGINEER PENT 11 16 1N THE 1WEM91 OF TK PULIC OR ,
TTE CONTRACTOR DUE % AILLO M& OF SAFETY, NFAL7H, OP ELFAM.
1�A.SA CONTRAETp'_3_&4P1ES_�L£ hKLP9CIPEME IADCITIOMAL SEtijfl[M '
THE CONTRACTOR WILL E St"LIED P TIME OWNER WITH 6 SITE OF PLANS AM SPECIFICATIONS, AT LEAST ORE CONFUTE SET
IF COWPACI DCUIEWS. IXIICINC ONE FILL SIZE CT OF DMNSNE, SMELL E KEPT AT THE SITE OF CONETRUCT;DN IN
GOOD COALITION AM AT ALL 110E AWILASU TC THE OMEP ANC TK ENEINEEP. ADDITIONAL COPIES O THE CONTMCI
OODWFMS, 7 IWX:RED. WILL E FWNISHE P THE OMEN AT NET COST OF REPRODICTION.
1-a CORIOI O WORK '
L-4g33t1A4.LK ERSNG oRAWy_N,gg_l�'�.$PucEONT ECTjfljMf
DRAWINGS SUWITTE SMALL E ON Pi INS" P OA INCH PLAN OR SNALLIP OEET6 MIT, DIONEIONE IN RiLTIPLE6 O S TrP
P IT IKKI.
PEA WCUUn•.1 GRPLMf NM:Rna.. IRA. 0T,TY7EI '
f �-'4�:�1_Il�3.T[.A1F LSE► SECT IONS
THE (DNTRAClO0 SMALL FWI6M FIVE COPIES OF ALL DMYINES,SAMPLES, OEECPIPI7YE DATA, CFT i'•^AYES,
616, TESTS, NETHOFt, FCHEOVUS, AM MAMFACTA[P'6 INETRHCTSONS At REOUIPED TO LEONSTIMTE FULLY THAT THE
MATERIALS APO LOUIP"EM TO E FUPWSHED AND THE NEI OU OF am COMPLY WIT" 74 PROVISIONS AFO INTENT OF THE
EPKIFICATIO" APO CMMMiE. IF THE IµORAIIOF SHONE PAY DEVIATION FROM THE CON.PACT NFOUREM.'46. THE
COMRA[TOR "Lt. PY A 67AT84EM IN ►h IT1N6 ACC WAWIhG THE INFORMATION, ADVISE THE ENGIREEP OF THE DEVIATION
Aft STATE THE REASONS IIEPEFOK.
1-95.gj[] Rj[[ION LTMIFiy IP®LADENEM.6g11ON;.
THE ENGINEER SMALL HAVE THE RIGHT TO MARE REASOMSLI CHANGES IN THE SPADES AS THEY Aft 0110% ON IHE DFA►IMCE.
OWES WILL K E'TABLISNEL IN THE FORM OF OFFSET Siµ ES AT DISTANCE& MCI SAUTER I " SS FEET FOP BATIEP MAWS
CP SO FEET FOP USER. LA IN ADVANCE OF THE Wm. ,ENEVEP NCR 16 IN PROGRESS. 71f f%IMNACTpP 6HALl PAYE IN
HIS EPLOYIEM A PCRREP COMPETENT TO SET A MATTER BOAIC OF DYNE, CC16 IN P OM ESS. FIOY THE LONE ANC. GRAD[
&TµES GIVEN Br THE ENGINEER,
SUCH EMPLOYEES SMALL PAVE TK DUTY ANC NESPCNSIFILITY OF PLACING ANC MAl MAIMRG SUCH C .,Mc T10M SUIDES, A
MATTER NANO SET WITH AN EMCINEER'S LEVEL SMALL K U6® FOR ALL UWE 617 ON A SRAOF .;
At 'O PERCENT OR LESS.
LEAST THREE MATTER CARS BMALI REMAIN IN PEACE ULRIMF PIPE LAYING OPERAT3016, ire ;Lip THE COMRACTOC'S
MKUQMCE, AM OTAhFS SHALL BE DESTROY& AK RECLINE NEBETTIK. A SEAL ShAli K 0®ULTED POP THE l'ChYAACTOF'6
FINAL PAYNEM FWIMLEM TC THE IXTM COST IN ENGINEFRInG REQUIRE! FOP SUCH REPLACEMENT,
THE USER METRO, OF ESTAKISMW SPACE MA, BL USED PACYIOIMG;
i, PEOEESTS FOn USE USTIMG EOUOF►EM, Apt WIRW OF OFINUTION AR SUBMITTED FOP CITY REVIEM ANC
' APPROVAL AT LEAST FIVE DAYS PPIOF TO USE,
a. 6FApE6 ARE CHECREC A! LEAP ONCE FVFM 50 FEET ANC Al LMI .1 TIME DAILY P CONVEr ICUl MEIHMS
5. PROPER ANCHORING OF PIPE 16 PERFORMEE IN LOCATIONS NHER A KM .N LING u5E FO'� EXCAVATION.
THE CONTRACTOR SMALL APFAkM HIS SCAN TO ALLD, A REJZL A&I TIME FOR THE SETTING OF STµ:S FOP TIE NEXT PHASE OF
1 HIS OPERATION TO PAEVENI NER DELAYS AN" NAIgMG FOP CONSTRUCTION GUIDES.
THE CONTRACTOR HALL ASSUK FULL REMONSIBILITY FOP DETAILED IMENElOW APE FOP TMNOFEW:NT ELEVATIONS OP
' MAHUMWXTS MEASUPEC FROM SUCH STµEt AND MARKS.
DEIAYF B• PLAROM OF LACK OF 67µa OP A TIME REOHEST FOR SUPVIY L166 THAN 3 DAYS, APE DE84M A Rli TO THE
CONTRACTOR ANC SMALL MDT BE THE APSIS FOP CLAIMS FOR ADCITIOMAL COMPENSATION OR CUNMUCTiON TIME.
ALL COSTS FUH THE CDNTRACIOP'S SURVtl INS SMALL 0 COFEIOERY IHCIOEMAL TO OTHER BIC ITEMS IN THE PROPOSAL, APO NO FURTHER COMPENSATION WILL K MADE, UNLESS A 010 ITEM FOP SURVnikf' 16 SPECIFICALLY LISTED IN THE SCHEDULE OF
' PRICES.
!-"9�.�jQL1,YIMPKTm yMov� CON6TPICTIDN CTA(j PG INE4 6f[T10NI
WERE THE CW.RACTOF IS AEOUIRD TO PROVIDE CONSTRUCTION STµ ING HE SHALE BE RESPONSIEU FOP SEC IN THE
SERVICES OF PROFESSIONAL tA* SUPVEYOP M SHALL PROVIDE ALL SUPVTY STµ7MG FEEDEI IN CONJUNCTION WIT" THE
PRLIECT, THIS SIPPING SHALL CONEIP OF, BUT NO Bf LIMITED TOE
' NOALMAY CEMERUNE BANIUM KKR
SLOPE STµ7MG FINE HYDRANTS
' CURBS ANC. C YlLN6 STREET U6MTIK
SMCDYG AM PAVING UNDEAGWARCIMG POWER A 7EUEp UE
Ti Ltw7M TRAFFIC 62MAL SYSTEM
STUN, ORA1N SYLTIN PSP&L CC. 6 P.N.N.f. VALLTS
1
BLoo UNRAnIMt SPAS H\oNen. (RMr 07/tEv65l
PpA 5
1-06.512E_E�S1PU�f
M CONTRALTO SMALL ASSUME FULL AEBPOE1E1LIn FOR THE ACCURACY OF THE STARIN6 AND SHALL PROVIDE ALL
REPLACEMENT STMIK, OR REMAINS NCS.ED. THE CITY •ILL PRLVIDE THE CONTFNCTOR'6 SWVEYDR WIN THE NDRIIONTAI.
AND VERTICAL CONTROL, NEEDS.' TO PERFORM T,E COWMrTION STARING,
THE CONTRACTOR'S SURVEYOR 6MLI PROVIDE THE ORIGIN. FIELD NOTES AM A SET OF THE F•ELC NOTES WHICH SHALL ,
DWAIN AB-CONPAUCTED LOCATIONS O THE INPMVMNEKT6 COWYAUF fED L'DER THIS CONTRACT. THESE ROTES SMALL LCNTAIP
AS A RIkl" TW CENTER LINE STATION AM OF GET AND CUT TO EACH IMF., VALVE, BEND, MCMNT. PANMDU. CULVFRR,
CATCH WSIM, IMLFTS, CLEANOL,TS, 67DEGEMP, WATER SERVICE, CUE, AMER, SIDEWVLA, AND ALL OTHER CHAOW, IN
AUGMENT OR IMF AS MY K NEEDED TO DRAV ACCUUTF AS CONSTRUCTED RECORDS O THE PFO,IECT. THESE NOTES SHALL
K KEPT IN A WARD COVERED FIELD BOOK SUPPLIED TO THE CONTPACTORS SUPV2YDP N THE CITY ON SEOLM6T,
TIE LL/F SW UNIT PRICE FOP CZ14STNUCTIDN &TAPING WILL BE FULL IOWMATIDM FOP ALL KAVEYING NEEDED TO CDKIPW7 ,
TEE INPPOVEMEkTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AR: TO ,M4Mj THE WOU RIEDCCFETROCiION ARE!
AS-0ON6ipLTS) FIELD NOTES. WY.,AL PA\EEkTE FOR THIS IT& WILL SE WE, IN CONNER:OH R11H THE NON'MY PAY
FSTIM1tS KA6S+ WON WORK 4 A'LETND AS DETERMINED M 1 E ENEIHEEF.
-05.1F i1wLL A��]ANDf j�1�+j[l}(�.T 6ECTl ON1
THE CONTRACTOP SMALL NOTIFY THE ENGINEER IN WITING O THE C W�FIIDN O THE WA "WUPON 71E ENGINEER WILL ,
PROMPTLY, F PERBDN. INSPECTION, SATISFY HIMSELF AS T' THE ACTUAL LOFLFTION OF THE NOW IN ACCORDANCE WIN TK
TENDS O THE CONYMCE, AND SMALL THEE" RECOWND TC THE MUP THAT TEE VC% 16 AMFPTAOL-. FINAL
DETERMINATION O EK ACCEPTABILITY OF TIE WCM SMAL! RE MADE BY THE ONMR. ACLEPTAMF BY THE CONTMCTOP if ,
FINAL COMPENSATION FOLLOW'"FINAL. ACCEPTAKE F THE CITY SMALL COSTITUTE FULL AND FINAL PAYMENT ♦CP ALL LION
UNDER THE CONTRACT, 1KLUCIV.. M CU'M FOR CHV:GH- CONDITIONS OR CHANGED VOM ORDERS DF FJRM R'M, CE La OR
AM OTKP CAUSE FDA CAAINS FOP ADUOILWL COMPENSATION.
WITTER NOTICE SMALL K DEOFID lG MAH KEN DULY SERVED IF DEI.VFF® 1N PERSON TO T14 INSIVIDUAL, OR TC A 1p
MNTKP O THE FIRM, OF TO AN LFFICEH O THE MWr%ATION OR OWN OR TO THE CITY CLFPA. OF IF SENT BY REGISTERED
UNITED STATES NIL TO THE FWAIKW ADDRESS Sr 1N THE WNTFAC7 DOCUMENTS.
tz-1-1 EFBroRs AND ORIGb1aW_LNp_w7ml '
IF THE MNTRACTCP, IN THE COLM O HIS NON. BECOMS AWARE O AWAY ERRORS OP UM ISSIORE IN 1H1. CONTMCI DOCUMENT;
CA IN THE LAYOVT AS GIVEN EN SURVEY POINTS AND INSTRUCTIDW, OF IF It BECOME AWARE O ANY DISCREPANCY KTVEEk '
THE CONTRACT DOCUMENTS AK THE PMEICAL CONEMOS O THE LCALIT'. K SNIT INMEDIAIELY IIf ON' THE EKIWER.
THE EKIKEP, IF HE DEEMS NT NECESSARY, SHALL RECTIFY TW MATTER AND AD lSE THE CONTRACTOR ACCORDINGLY, AN'
SCN DOW AFTER SUCH DISCOVEM, UNTIL AUTNOPIIE. WILL K DOLE AT THE COWWTOR'6 R/N. '
1-07 LEGAL RELATION AM REEPOSIBILITIFS TD TOE PENLIC
�7.A SARI TATI DN IMD;T IQF�A16[CTjQN:
ALL EXPENSES INCUUND IN SUPPLYING ACCESS, PANTING. AM' SANITATION FACILITIES SHALL IN CONSIDERED INCIDENTAL TO
THE PRD�ECT AM NO COIlEN6ATION SHALL K NDE.
/-a1.7 11UC LIN`15 1RS'LAGEMFM GECT10N1
ALL NCYCP VEHICLES O THE CONTRACTOR, $L'KCDIITMCTOF6. AND 6UBPPLIM6 $MALL STRICTLY ADEEK IC CH. 46.44 O Tft
ROTOR VEHICLE LAVE O THE 6YATE OF IAASHTWON IL07 EDITION APO AKpE.N'TS TKMOFI IN KWARD TO SIZE, WRIGHT,
Ap LOADS O EETCP VEHICLES,
PpA 6 wour„uL 6p•n TL••t l•H• Ihv 07/15/651 '
1--27-2.0911BH
PAYMENT Y11.L NOT GE ME' 100 ANY MTERIAL THAT 16 DELIVERED IN EXCESS Q TN LEGAL tf lWI FOP WHICH TK ANICLE
16 UCFNSEL,
AM' VI"TION IF TKSE REGULATIONS SHALL Bk NDORT® TO 1K AFFECTED LAN EEFDECEKN'1 AGENT.
' 14 CONTRACTOR 16 1' FUAISH TO THE P,Nlt TC WORKS DIRECTU A LIFTING OF ALL HAUL VEMICLEF USED ON iK PBOJECI,
.ISTIK THE VEKCU NIRHR, LICENSE NIPGEP. IARE WISH. APO LICENSED LOAD LIMITS,
!-fZa!_�E.IPTLRCEMEK 6ECitUM1
THIS CONTMCT IS SUBJECT TO CHAPTEP 12,1E NOW. AK ANEKNENTS ARE ADDITIOK 7KREIC RELATING TC NIMOLP WAGES,
r ON FEDERAL AID PROJECTS, FEDFML WR LAM AN, REIELATICN6 ARE ALSO APPLICABLE, HD;PLY MINIMUM RATES OF IMDFS
APO PRSNGE BENEFITS ARE SHOW IN Tit DISTRACT, WHEN FEDERAL RAGE RATES AND FRIA% BENEFITS ARE LISTED, THEY ARE
TY ACCDRANCt BITS THE UMIT4' llkll> CEPAPTKNT RF LAK4 DECISION NWGEP M 0-5110.
rTHE CONINKTM, ANY SUBCONTRACTOR. Of 07`ER PERSON DOING THE WAM OR ANY PART OF 17 SHALE NCT M` ANY WCFAMEP,
LABORING, OP MECHAHICG •E66 THAN THE RECLINED HOWLY MINIMU RATES OF RAGES SHOWN IS THE CONTNACY, Wr h IN
EXC26£ IF SCCP HOURLY PATES MY BE PAID. IN ADDITION TO THE WAGE MIE DESIGNATED, Tit EWLCYFR SHALL CMTPIBUTE
r FOR EACH CIBPENSABLE HOUR THE FRINGE BENEFITS LIFTED, IT `S SPECIFICALLY UNDERSTOOD AND AOPEED THAT ME MCI
RATES AND FRINGE BENEFITS i OR THIS COMPACT AGE StMLI TO CHANGES, THAT TK BIDDER ACCEPTS FULL ptsr N6i SILITY
AND ASSLPES THEPld OF ANY INCREMED LAH.p COST BY REASON OF PAYING MISER RATES THAN THOSE SHOWN IS THE
r CONTME1. THE CITY DIES K7 MAMRT OR REPRESENT THAT LABOR UP BE PROCURED FOR TK WIAIMLN PATES SET FORTH OR
AS CHANCE. IT If TIE COMPACTOR'S RESPONSIBILITY TC ASLEPTAIN THE WAGES ABOVE SLCH NINIMLP AV K WILL WYE TO
MY,
TK CDWPAC'OP SHALL KST, IN A LOCATION Af-WTABLE TO TIE CITY AND LABOR AND INDISTR/ES♦ A CC, OF TK AE PROVED
SPTATE/ENT IF INTENT TO PAY PUEUIL IRE MGC. F CC" OF THE PREVAILING WAGE MILE FCF THE PPCJECT LPON WHICH THE
CCRTPACTOP HAS INDICATED THE APPIMt1WATE MIPGER OF WrIBLRS IN ERE', CLASSIFICATION, AND TK ADDRESS AND TELEPHONE
r *'MP OF THE INDUSTRIAL STA71F110AN GE THE DEPARTMENT OF LAWN AND INDUGTHIES WERE A COIPLAINT OF I0W1RY
CONCERNING PKWAILING RAGES MY ,f MADE,
r DN PROJECTS GOVERNED V� RAGE PAT' DkTEW1N® ST THE STATE OF WASHINGTON OFPAM"kH1 GE LABOR ANC INDLSTPIES AND
W THE U. S, SECRETARY OF LABOR, IF THERE 16 A 01FFEKNCE KIWIS IK TWO IN THE PPEVAILIK RATE IF WAGE FOR A
$IMILAP CLASSIFICATION OF LABOR, TK MWAACTOP SHALL PAY NCI LF• THAN THE WADE WHICH IS TK PIONEER OF THE END.
rIF TK CONTRACTOR PARIS LI6E OF APPRENTICES ON FM0. C16 GIVE PKD BY WAGE PATES DE'TCRMINED BY THE STATE DEPARTMENT
Or IAK'N AN 1NDLMNIE... K SHALL PRESENT 70 THE FMGIKtP WRITTEN EVIDENCE DF PEI.ISTMTIoh OF CLCh RtPLOT EES IN
A WOGNAP APPROVED ON THE STATE APPRENTICESPIC CGLBCIt AID THE PERIOD OF PKGRESSIDN FCP LAGS SMN APrRE,.IICE
rCNFLMFt.
IF THE CONTRACTOR BORES USE EF APPRES110E6 ON PROJECTS ED%MEV BY BASE RATES CtTfOINC BY TIE U. S. SICATARI
IF LANEW, K SHALL PPISENI TC THE ENGINEER NPIIIEN 'VICCItE Q REGISTRATION OF SUCH EMPLOYEES IN A PPOGMH RF A
STATE APPRkKiCESKP AND TRAINING AGENCY APPROVES AND RECOGNISED BY THE U. S. BUREAU EF AIVRINTICESPIP AND
TMIRIK. IN ',K ABSENCE OF SUCH A S'TATF AGENCY, THE CONTPACTOT: Sh LL %W:l 1"IJEKE GE APPROVAL Aft
RF6ISIM1IEN BY THE U. 6. BURIAL OF R'PPENTICFSHIF AN. 1PAII.I4G.
rTHE CIDNTMCIOP SHALL SUBMIT TO THE ENGINEER WRITTEN EVICENCE OF 7K EMIt LIS,H APPRENTICE JOLOWIMN PATIOS APO
RAGE RATES IN TK PROJECT AREA, WHICH WILL GE TW MEIN FOR EMABL16H,NS SUCH RATIOS AND RATES FOR THE PNCJFCI
rLMDER THE APPLICABLE CONTRACT PROVISIONS,
r
r
r6UPP bAAc 41 EpA[11T NttnS TRAY 07/1 B/BB) PASS 7
1.07.8 WMINU3 '
IF ANY O1i1tTE ARISES AS TO WHAT All THE PREVAILING RATES Cr USES FOP UON OF A SINILAR RATLW TO 71HAT
CONIEEPLATRD EWER THE COMPACT APO SUCH DISPLTF CANNOT E ADJWjD R THE PARTIES OF ]MEREST. 1MLLDIK LAMP '
Alp PANIi NEM PFPRE6EhTAl IVEH'. Tit NATTER SHALL E PEFENED 10 TE DIRECTOR OF THE DEPAPEHIENT OF LACP AM
INDUSTRIES OF THE STATE CF VASNINSTON IOP TO THE UNITED MATES SECRETARY OF LAMM V E6 PKVA:LING WAS
ESIABLISK' BY THAT EFFICE ARE INVCLVEDI. AID HIS DKISIM 1EEIN &PALL E FINAL. COKLMIK AM BIKING ON ALL '
PAMIE6 INM%T IN TE DISPITE.
:F THE CIDNTRICTOP NM.E6 USE OF A LAC% CLASSIFICATION NOT LISTED IN THE SPECIAL PROVIS70E, THE CONTPACTUP GHALI
'EOUEST THE OFTEWINAT:Oh OF THE APPPOPFiATE WAGE RATE FOR THE CLASSIFICATION AND FOR Tit AMA IN M':CH NEW IS '
�ENFONNEC, FRP THE IKu6TPIAL STAIISTICIAN OF THE DEPARTMENT OF LACF AM IKUI"TPIES
JA FEDERAL-AID Pf"CT6 TE COATRACTQh AM EACH 6HAlL FWNISH EEPLY PA POI] BTATEMkMfi TL T ,
iPfH]EFP. lF _�JLT iT 1EMENIS ANQI UTIU ffi+ / {�IMg�TD�6IALL FUINi6,( (�f„PY�FSGTiDN. %U CP TC FAC.M
�,� EET II..TE PAYEM. WAF:RN}Py,1HA7 PEVPIUNG r,Q_,IATES HAK EEh PA:C,.
IF M CONTRACTOR 011.3IES THE ECCIPATION CEDE MEN SUM:TANG PAYROLLS AM WAGE AFFICAVITS. AM MAE THAN ONE
JLIDICTIONAL AREA 16 INVOLVE IN THE PRDJECT. THE JURISDICTIONAL AP" SNVOLVHI SHALL E SHOWN IHRHlATELI
FOLLONIK TE ECUPATION CODE INNER. I.E.: 10-001C VAK.E.
THE WNTRACTOP'6 RECORDS PERTAINING TO WAGES PAID AM PAYROLLS 61NLL E MEN TO INSPECTION OR ASOIT P
P WSLNTAIIVE6 OF THE CITY DURING 14 LIFE OF THE CONTRACT AK FOR A PERIOD OF OCT LESS TRAM THREE 131 YEARS
AFTER THE DATE CF ACCEPTANCE THEREOF, AM THE COWWTDP &HALL RETAIN SLAIN RCORDS FOR THAT PERIOD. MERE SUCH
RECORDS PEMIlkIK TO MERE PAID AM PAYROLLS FOR THE CONTRACT ARE NIMAINET B1 SUCOMPACTORS 00 MIME OF THE
WMPACTOP. THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH BLCOMPACTJK OR AGEM6 BALL E OPE,
TC INSPECTION AM ADIT BY REP ENTATIVE6 OF THE CITY 06 THE WEE TERM AM CONDITIONS AS THE RECORDS OF THE
00ITPACTOC. IF A AUDIT 16 TC E ODWEKH 101E THAN SIXTY 1601 DAYS AFTER TE ACCEPTANCE DATE OF THE CONTRACI. '
THE CONTRACTOF WILL E GIVEN A REASONABLE CIICE OF THE TIME MEN SUCH AUDIT 16 TO EG1N.
Bd OE PAYIEM 16 PACE BY THE CIT OF AM RUSK OLE MDEP THIS CONTRACT. THE CITV NUS` PKEIVE Flo THE r
CONTRACTOR AM EI;. 6UBCQMMLTW. A COPY OF •67A1ENEM EP INTENT 70 PAY PEVAILIK WAGES• IFOW l G I NU'EP ■7
700-PB WASHINGION RATE DEPARTMENT OF LABOR AM IMU67RIE&1.
tPCk WPFLE7IUN. 4 THIS CONTRACT, THE CRT' PALSY RECEIVE FRp' THE LOMRAC700 AK EACH SUMONTPACTCH A CMY CF
•AFFIDAVIT OF WAGES PAID' IFOW' L S 1 NINEF 700-7 STATE DEFAPTNkNI OF LACN AM SMUSTFIE6i CEMIFYIK THAT
ALL PREVAILING WAGE WF `FIEAENT5 HAVE BEEN SATISFIED. IN ADDITION. THE CITY NET RECEIVE fROM THE PRIME '
MHT ACTCP A C r T FOP THE, PROTECTION OF PROPERTY OWNERS AM ENERAL CONTRACTOR` (POW L S I PIONEER
Z060M THE FTAl. CEP' LACP AND IMUSIPIE61. THESE AFFIDAVIT$ RILL E EGLIPED SE,CRE AM ELMS '
RETAINED, ACCOMIK iC .. --WVI610N6 OF RDN 60.08.00, Aft RELEASED TO TE COMPACTOR. F,4KE NAY E OBTAINED
END& THE DBMRTNEW CF LAINDF AM 1MUPTFIFS.
FJJA.41E.50 PEF EKH -fiT l j� 6 2MEM TO kft _ppE4AlU NfI MGE6' MC •KFiCNV11 !fi WAGES PRIG" I6_jljQj�_Pjj' t
T[_1CC01F�pY �[QH FORD 67EP.TTH TL THE OfFAMNENi OF LACP AM IMUSTFIES. TE CORE QTop ESP,g¢jJy[ Fyp
PAYP,j�T,g_S { Fig M,C SHALL PANE ALL ATyjWIOC 02RCTlTSFt�p�,A$rj,E? R UCP AK IMLSiF1E&._j�RF,iS[
•1€E_Elf"-9E IK mENr11.2S1'I.I TE BIG 1TJK SE__THII WBKI. ,
P.G. P 4F'.eFR.:rt SCec'no:�o^. 1%, C':1SS6' '
1-07.9 CONTINUED
IN WCITION, THE PINE CONTRACTOP SHALL 6,BN:l TO TK M6HINETUN SWE OEPAMPENT O LAILP AX IMLETFIEG A
'REQUEST 100 PELEA6E' FORK PMVICED IV THE DEPAKNEM EF LAMF AM IMUSTPIEE, THESE AFFIDAVIT6 WILL BE
REQUIRED EFOPI MY FIEC6 RETAINED ACOMSHE TO THE PPCV:61% O RC% 6C.28.010 AE RELEASED TO TIE COMPACTM.
lm TV » Sl 6LIEON(RFC IIMtl- 1ANITANAL SECTIC61
BUD% PAYMENT O THE FINAL ESTIVATE, IM CONTRACTOR SHALL SUS':T AN AFFIDAVIT O APDOTS PAID TO PINDRM
' BL'EIWU FMERFAISE AM O WOVEN S;61NECS EWMAPPISE PAMICIPANTS OH. THE FORK PROVIDED BY THE CITY; CEPTSFYING
THE ANCAXIS FAIC TO PINOPIR BUSINESS AM OP WOMEN BLFIKSE FSTERPP:6E PATICIMM6.
1&7.1111Gi RKCME AM EFFORT$ IREFLACEMCN7 SECTION]
THE CDKMCTOF WIl. E PE..::R® TO COMPLETE AM SUWrT TIE FOLLDWINO DOCURENTE EPOK PROD ESE AM OF F:ML
PAYYANT6 TO THE CUMNNCTOS BILL E APPROVE BY TK PUBLIC ROWS OSPECTCP:
' •. EACH MONTH - DEPARTMENT O LAEP STANDARD FOR' 257
2. EACH JUL1' - RATE KGWI FCTM PPinl
THE OAFS WILL FURNISH THESE FORE TL THE PP:rE COTNACIO DUMINL THE PPECOSTRLICTIOM NEETIMG.
AN EQUAL EIPLOYKNT OPPORTLIMITI REPCPT CERTIFICATE STALL E EXECUTED M THE Si00EP WITH HIS Sit PROPOSAL ON ThIS
PROJECT AM WHICH CONES WITHIN THE RRCV151UNS O THE EDLAL EIPLOYMENT UPOFTUNITY ESUATIONS O THE SKPEIAM
OF LABOR AS REVISED RAY 21, 1566. THE FORM O CERTIFICATE WILL IS FLM164X IC THE COMPACTOR WITH THE
PRK)POSAL, MUCH THE CONTRACTOR WILL ACED TC CMPLEIE. 61AT116 AS 10 WHETHER K, HIS FIRM. ASSOCIATION,
PARTFERSHSP. O CORPORATICA ME PARTICIPATED IN AM PREVIOUS CONTRACTS OR DJE.OTRACT6 SUBJECT TC THE EOLAL
OPORTUN:TY CLAUSE AM IF SC, WKINEP OP NOT HE MS SUOITTED ALL REPOTS DUE UNDER APPLICABLE F:LIh6
RFOUI MGRENI6.
FAILURE ON THE PART O THE BIDDER TO FUNNIES Tit REQUIRED CERTIFICATE WILL E OE CAWS FCP EJECTICA O HIS SIC.
IF ♦ PROPOSAL LABS AND EET PT CERIFICATE, AM THE CONTACTOF WOULD CTKAISF E ANAMED THE CONTRACT. THE
' COWPAC70P SHALL HAVE 10 CAV6 AFTER NOTICE M THE DIRECTOR O PUBLIC IDI96 PROVIDE THE SAPF. IF THE
CONTACTOR REFUSES O FAILS WITHIN THAT TINE TO PRCVICE THE CERTIFICATE, THEN THE PRIWSAL GUARANTEE, IN THE
PUN, O BOA, CHECK. OF CASH WHICh ACCOPAN:EC THE BED, WILL BE FORFEITED TO THE CITY.
WHENEVER A CONCTRACTOP REQUESTS PER+:SS1O. TG SUBLET A PAM O AM COMPACT AM SUCH CONTACT COTS WITHIN THE
PPOVISICNS O THE EQUAL OPPORTUNITY REGULATIONS O THE SECREIAM O LAER, REVISE PAY P', 1868. HE 6MLL OETAIN
THIS CERTIFICATION FACP HIS PRCIPOSED SUBCONTRACTOR AM FORAM 17 TOGETHER WITH SUCH REQUEST. NO 6USDNT ACT
WILL E APPROVE BEFORE RKEIFT O $UCH CEMIF1GT10N FMP THE 6USCONTPAC1W.
FOR THIS PLR'CEE, CERTIFICATION FORE All E OBTAINED FT 714 PROJECT ENGIWER ASSISNED TO THIS PROJECT.
1-07.13 COMNACTDP'�jl[�'Q141 BI1]TY fOh fir} 1UfjACEIHENT 6EC11011
' THE UDR SAL, E UNDER THE COMACTOP'S RESPONSIBLE CIE .ND CMRCE, THE CONTRACTOP GALL EAF ALL LOW AM
❑APALE WHATSOEVEF AM FPO+ WHATSOEVER CLAUSE, EXCEPT THAT LA SE SOLELY IT THE KI O THE OWr,;P WHICH PAY OCCUP
ON OF TO THE NEW OURSKG THE FULFILLMENT O THE MKIMEI.
IF AM 6UCh LOSS DP OAAH OCCURC, THE CONIPA67DP SHALL IMMEDIATELY WE TOED AM SUCH LOSF OF OAMCE, AM 1%
THE EVENT O TK COMAACTCF PEFUSINC OR NEGLECTING TO 50 E, TK OWNER PAY ITSELF OR n THE ENPLOYKFI O SORE
CTYEF PERSON HAKE DOW AM SUCH LOSE OF DAWGI, AM THE COST AM EXPENSE O BC PC:NG 6MLL E CHARGFr TO THE
COPTRMTIF,
7HE CONTACTOF ALONE 6MLL AT ALL TINES E RESPONSIBLE FOP THE SAFETY O HIS AM HIS SUEDIlTRACICF'6 ENPLCNEE6,
AM FOP FIS AM Oil 6UBCONf RACTOP'E PLAAT AM EOLIIPKkl AK THE HET UO O PPOSEC+.l INS THE UDR,
SNIP IrNMrI EC Rc+hutlonA (Tyr C7i1EJ6.1 PW6• 9
3""N6 UPFAVORAb:E N"THEP Apt OIEA DOEITIO6, THE DOWPACIOP SHALL F`~ ONLY CICN . .tYlow OF THE Mpg AS
SHALL HCT E DAMAGE[ THEREBY. '
'C PORTION Of THE NEW 006E SATISFACTORY ""'" CA EFFICIENCY WILL IF AFf ECTEC F UNFAVORABLE COHC:TIOFE SHALL
E COETRtCIM WHILE THESE COIC:TIOS OE7X7. LIMLESS BT SPECIAL MAPS ON PRECAUTIOE ACIEPTABU 7C THE EMG:NEEP, '
'E CONTACTOR SHALL E NELI TC OWAGOE THEM.
1-0'-14 RESFDE:BILIn Xa;AHAH IAODITIOML BER10M1
THE CONTNACTOF &WALL E RESPGNSISU FOP CONTROLLING DIET AND ISC WITh:N THE PAGER UNITS ANC CN AR' STREET
NNICH 16 UTILIZE SY HIS ECUIRIENT FOR THE DUA.TICN OF THE PROJECT. THE CORRARCF SHALL E PRAPAPM TD I%
OTERING TACL.. POKP SWEEPERS. AM OTHER PIECES OF EOLIPHENT A6 DEEME ECESNw Br Tot EMGIIEEF, TC AVCIC ,
RAT1E A NU:SAICE.
-':.3T ARE NEC CONTPOL &HALL E CENCICEREF' AS INCIDENTAL TO THE PROJEC, ART MC CCNFEIEATIOH RLL E MCE FOP THUS
SECTION. ,
:PNAINTS OF OUST, IBC OF LNEATE "WTICES AND/OP PROPERTY GAMES TC PRIVATE OWNERSHIP WILL E TRANSPIRE TC
THE CONTRACTOR ARE PROFT ACTION IRA MAECT1NG WILL E EOL':PH BY THE CONTRACTOR. '
1797.TS PPCTECTION AK Ef'DRATION OP PROPERTY 1REPL -fl BCRIOMI
THE O1MEP WILL OBTAIN ALI EAI+LHENT6 AM FMALKSES Rt--MET FCF THE PAGUECT. THE CONTRACTOR SHALL LIMIT M16
OPERATION TC Tit AREAS OP!AINIO AND SHALL MY TRESPA&E ON PRIVATE PROPERTY.
Tit OWNER MY PRCV'ICE CERTAIN LIES, AS 1101CATE 1% CONNECTION WITH THE NCNB UEEF THE CDNTMCT TOETER W:Tr '
THE FUW OF ACCESS TC 6UCM LIES. THE CONTRACTOR SHALL NOT UNREASONABLY ENCIMEF THE PPENISES WITH HIS
EYIIPEHT OR MTERIALS.
THE CONTMCYDP TALL FHOVIOE, WITh E LIABILITY TO THE OWNER. ANN ADLITIOIAL LAIC AND ACCESS TMEAETC NOT SEMN '
OR OEMF:BED THAT MY E REQUIRE, FOP 79SAmR CDMSTPECTSCN FACILITIES OR STORAGE OF MTERIALS. ME SNAIL
ALL AQE6: RONt15, Or"" PONDS. OR CTHEP TFNPORAR Mr, ..S REOITRED R HIS OPERATIOE. TE CONTRACTUF
SNAIL CON IME H:S EGLIPENT. STEMS[ OF MTEPIAL, AM OPFRATION O HIS HEALRS TC THOSE AREA` SMOMN AND ,
CETRll'. AND SUCH AODITIOMU AREAS AS E MY PROV1Lf,
A. EEAN . ALL COETPECT ION MAN VEEP THIS CG"'-.TRACT ON EASE,EATS. PIGHT-OP-SAY. OVER PRIVATE PROPERTY OH
FRANCHISE. SHALL E MWINUO TO THE UNITS OF SUCH EASEMENTS, PIGM-IF-MY OR FRANCHISE. ALL CE SHALL E
AC[dUUSMC SC AS TO CAUSE THE LEAST AMOUNT OF DICTURNANCE AND A MINIMUM MOUO OF GAMES. THE COMACTCP
SHALL WHEOLLE HIS EHW SO THAI TRENCHES ACMDU EASEPENT6 SHALL NOT nE LOT OPEN CUPIMG E9.EES OR HOLIDAYS AE
TENCHES SHALL OJT E OPEN FOR MOE THAN 46 HOURS.
S. LTU"NE6. THE COMMCTOP SHALL REMOVE SUCH DISTIE STRUCTUES A, MY E NECESSARY FOP THE PERFORPACE Cl
THE CM. ANC. IF REWIRED, SHALL PEBLILD THE STRUCTURES ThL'S PBOV'BI IN AS ODGE A CONDITION AS FOUND, HE SHA..
ALEC WAIN ALL EXISTING STRUCTURES NtCCN MY E DA AHE AS A RESULT CF THIS WORK "CEP THIS CONTRACT,
=. EAEErtNTG. - CUNTIMTLG' AICAS AE OTMEP 61RB NE 7HFM'VEEA?6• AL', CULTIVATE AREAS, E:THEP AGPICULTURAL CN '
.AI06. AM CTEN SLAFACE INPROVE ENT6 NM1CH APE CAM6EC BY ACTIOE OF THE CONTRACTOR [HALL E RESTORE;` AS NE.'-1
A6 POSSIBU TO THEIR ORITIML CONDITION.
PRIOR TC EXCAVATION ON M EA6ENEM OR PRIVATE RISW-W-µV. THE CONTACTOR STALL STFIP TOP BOIL F" THE IF**-
CA CONSTRICTION AREA AM STOCKPILE 11 IN SUCH A "HER TNAT IT MY E PEPIACED h HIP, UPON COPLETICN IF
:0067RICTIDN. ONIOUNFHRAL TREE6 AND BWA4MR &HALL E CAREFULLY IEICVEP WITN THE EARTH SUWCUCINC TEIF AGE% ,
RMPFE IN SUPLAF AK REPLANTED 1% THEIR OPIG:Np, POSITIONS WITHIN M NCURS.
PpR TO r
6uPEoruU 6PKiI1CWl NonN lMY 07lt5,F
ALL GSUCMEPC OF TPEES `ESTHO\ED OP DANLGF(', SHALL R REPLACED F TIE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY
Al MD ADDITIONAL M61 TO THE OMEA. IF THE EKNT THAT IT I6 WaS6AM iC TPEICR THROUGH MY LANH, AM". 1HF. BE'
SHALL M CAIIBULLV CUT ARC FOULED AK RWL'CW AFTER THE 7Fl KNEE HAVE MEN MCI 11-LED. THE LAW AREA &HALL K
CLEANED F GKEFING DP OTHER PEAK, LIE ALA MARTH AND DENNIS.
THE CWAACYM SMALL USE PUMP HEEL EOLIFNENT SIMILAR TO THE WALL TRICIDA-TYPE MOUOE6 LEE FY EILE KwP
CONTRACTORS FOR ALL IOW. 1NCLICING OMAWTION ANC SACAFILL. ON FA6BEMT6 OM RI SMi6 OP-MY WC, HAK LANE
AREAS. ALL FENCES, MARKERS, All OWES, OF OTHER 181PURAPY OWACLES &ALL K PEMCVE F THE CUN^,RACIUF ANC
UMIESAIF.l REPLACE, AFTER THE TRENCH IS EACnFILLE, IF THEIP OPIGIML POSITION. THE CONTRACTOR SAIL RECTIFY
THE OPMEA ANC PROPERTY ONEP Al LEAST EA POLICE IN ADVANCE OF ANY NSR COME OR EISBMENTS OR RI GT6-OP-M\,
(AHAZ TC 8110111 61RICTUR6 OUTSIDE R EASEMENT AREAS THA1 MY 0F6111 FROM DEIATEPIK ANC/CF CIFEP
CCA.'TPICTION ACTIVITY UNDEP THIS CCMFKT $CALL R RROPEE TO THEIR OPIGIML CONDITION OR MTTEP. THE ORICIML
:CK ITICN S -LL M FSIASLIOE F PMCIOGRAPHS TAPEN AMC/OF INSPECTION MALE PRIOR IL C(HM6TPL[T1CA. ALL SLCH NOW
SHALL M DONE TO THE 6ATIWACTION U THE PNDKNTV OMKPS AK INS gREP AT THE OLPEHSE GE THE CONTRACTOR,
' L. [MV6, THE CONTMCTOF WILL A66LME ALL IEWOMIFIl1T\ OF RESIORATION OF THE SURFACE M ALL STREETS
ITRAVELLEE WAYS) UIE F MIN If DAM®.
IRA THE EVENT IMM CDNTMCTOP DOES NO HAVE UABOP OR MATERIAL IMMMIAtILY AVAILABLE TO RARE KCE66AM PEPAIK,
THE CONT,FACTOP SHALL 60 INFORM THE DIMMER. THE DIRER WILL RARE THE MECEMAM RWAIRS AK THE COST OF SUCH
' REPAINS SHALL M PAIC F THE CONTRACTOR.
1-07.17 UTILITIF6 ANC SIMILAR fA{:1LIT1Fb lAC011jgEA�yjsT1ON:
e LOCATION AK DIMHEION& SHOW ON THE PUNS FOP 0151ING UMOEPMUIC FACIL177ES ARE IN ACOONCANCF NI7H THE KEY
AWIWLE INFOMMA11ON NIIKLT UMCOVEPI%L AND MEASURING, TIC OMEP DGEE MOl GLARANTEE THE SIZE AND LOCATIOA R
WUISTIK FACILITIES.
IT SMALL M TIE CLNCRACIOP'S REWONCIS'ITTY TO CONTACT ALL PUBLIC ANC PP:VATE COMPANIES HAVING UTILITIES AND/OF
FACILITIES IN THE V1C1R TY OF THE CONSTRUCTION AREA.
CALL AFORE YOU DIG
TM AS SCUP LOCATORS
1-E06-E24-5555
tIF, IN THE PRUSECLTIUN GE THE WORK. 17 MCOMES NECESSARY TC INTERRUPT EXISTIAf, SURFACE ORAIII GE. 6EWIPL,
UIDEPDRAINE. COMDUII. UTILITIES. 61MIlAP UK(P6FpINC STRUCTURES. 09 PARNS THEREOF. THE COIPMCTOF "It E
RESPoFEIBLE 'OF, AND 6HAll TARE ALL HICISMPY PFECAI1:0NS TO PROTECT AND PFOVICE TWORARY SAPVICSG FU, SAFE,
THE COMTRACIOR SMALL. AT HIS ONE, 01PEREE, MEPAIF ALL DAMAGE TO SUCH FACIUTIEE OF STPUCTLFES OLE TO THIS
COMEJUL"JOM OPERAl10N TO TIE UIISFKTION OF T;E CITY; EACEPT FOR CITY Own FACILITIES WIC" SILL BE REPAIRED
! PY THE UTILITY DEPAPTMENT AT CONTRACT(* 6 01PER6E, OF F THE CDNTRA IDS AS DIRECTED F THE CITY.
1.97A11...PkJP1FS_l]#II TY1ffl ft%EUT_M...FftPSE.1FftllS' CFM. SF.CFIQF
THE MINIMUM POLICY LIMITS M SUCH INSURANCE SHALL M AS FOLLONS,
THE AMOUNT U COVERAGE 6101.1 M NOT LESS THAN A SINGLE LIMIT OF SbOC.000 FCC IMILY IN LF• :HCUCING DEATH AND
PROPERTY DAWGA PER OCCUIMEICI, RA
1N ADDITION. AN UMBRELLA INS..RAKE COVERAGE OF ACT USE 7MV S ,00C.000 SMALL
AS PROMO®, VllH TIE GAEN AW ENGINEER ADDITIONAL ROOM INSURES. THESE UNIT& GALL APPLY R( CGAFFEYE AF.•f
G1'ARAL LIAbILIT INSURANCE ANC VEHICU LI AHILI TY INFLNAKE.
SPFfla.,tol Epwf'"UPPA ;b. 07/I5/B5) PASF 11
1-07.12 CONTIMIB ,
TDE CONTRACTOR SMALL FURNISH THE CITY WITH 4TIOFACTM PROF If CAPP[AOF OF THE INSURANCE EWI^ ,
1-07 P6111 PUE1C CONKNIEME AM SAFETY IADWTIOIML 6CCT10M1
THE CONTRACTOR SMALL NOTIFY W MAIL ALL PROPERTY OWNING ALONG THE CDNSTRUCTIDN AREA PRIOR TO CONSTRUCTION, THE '
SNTRACTOA SMALL KILEY ALL LOCAL POLICE, TRAHEIT. AM FINE DEPAPTWWYS BY MIL PRIOR TO COM67P1CTICM, NAMES
AM ADDRESSES WILL E FURNISHED WI THE MM'h. THE CO:.:MCTM SMALL FURTHER NOTIFY EACH OCCUPANT 1N PERSON A '
MINIMUM OF TWEE DAYS PPIOF TO COHMUCTION IN FRONT O EACH PNPEFTY.
T-07.Ps 21 FLASHES MMICKL6 AMC 616HE IEEPLAMMEM SKTIOMI
FLAGMEN. BARILMES. SIGNS AM TRAFFIC CONTROL FURN;SNEC SHALL LONFOW TC Tom_ STANDARDS ESTABIISME1 IN TOE 7
LATEST ADOPTED MITION OF THE -NNIiAL ON UNIFORM TRAFFIC CONTROL OEVICEV, P'JBL26vED MY THE U. S. DEPARTMENT OF '
TAAI®DRTATI ON.
COPSES MAY E PURCHASEI FROM THE ELPEMINTEMENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE. WASHINGTON, '
O.C., POAM. THE COWRA00P SHALL IMPLEMENT THE IRAFFIL LONTML PLAN(S) APPLARIM 1N THE CONTRACT PLANS, AS
APPLICABLE, IF THE CONTRA.ROR'S PUN OF OPERATIONS IS IN CCIUCT WITH THE CONTIMCT TRAFFIC CONTROL PLAN, NE
MY PROPOSE MOCIFICATION OF THE TRAFFIC ..MTROL PLAN BY SMEIIN6 THE NECESSARY CONSTRUCTION SIGE AMC BARRICME6 ,
NEYUIREL FOR THE PMJPCT. AM SUBMIT 11 TC THE ENCIKEP FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME
TE E194 AMC MPF:CAOES WILL E REWIRED
THE CONTRACTOR SHALL, AT MI6 OM IXPENFE PAOVICE ALL SIGNS, MRRIUOE6. "ADS FU,UMES , AM EQUIPMENT.
CONSTRUCTION WHIMS- AM MIGHT LIGHTS IN OMEN TO PRCTKT THE PUBIC AT ALL TIMES FROM INJURY AS OF RESULT OF
HIE OPERATIONS (BEE M,U.T.C., IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SIFFICIFNT UWE AM WMRICAOES, 1N
THE OPINION OF THE ENGINEER, CITY SHAD' -AVE THE F.aMT TO PMVIOE THERE LIGHTS AMC BARRICADES AM DEDUCT C
OWN COSTS FROM PAYMEMT6 DU THE CONTRACTOR. WORK SHALL E ESTRUC%COD, TW DEVER OR MAN MODIFIED, T.,E HOURS ■■
OF WOR MODIFIED OR THE KRK HALTEC ALTOGETHER AT THE ENGIEEP'S DISCRETION MEN THE ENGINEER FINDS WCH A
COLRSE 09 COURSES OF ACTION NECESSARY TC PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY. HEALTH, AM WELFARE
ALL SIBM5 REMUM SMILE E SALVAGE` AM DELIVERED TC TE CITY YAM.
ALL COSTS IN CORRECTION WITH THE PRCTECTION AM MOVEMENT O VEHICULAR AM PEDESTRIAN TFAFf IC SMALL E CONSIDERED
INCIDENTAL TO THE WER INVOLVED OR SMALL E INCLUDED IN TE L.UP SUM PRICE 1704 'TRAFFIC CONTROL. IF SLICK AN
ITEM 16 1NCLIDED IN THE PROJECT.
TRAFFIC E'VEMENT WALL HEREIN E DEFIED AS APPLYING TV BOTH VEHICULAR AM PEDESTRIAN TRAFFIC. THE ENGINEER
SHAH E THE ClT OF RENTON PUBLIC &MKS DIRECTOR OF HIS DULY AUTHORIZEC REPRESENTATIVE 11.F. PROJECT ENGIEE R,
INSPECTOR) AS US6 IHUUBMDII' THIS SPECIFICATION,
ink FULUOWING IS A SLMHAPY OF REGULATIONS THAT WILL APPLY TO TWFFIC WNTIDL OPERATIONS ON THI6 PRCU CT. BUT '
:DES MT LIMIT OF £UERSEDE OTHER RELEILATIO16 OF THE STANDARD SPECIFICATIGNSt
THE 'MANUAL GO UNIFORM TWFFIC CONTROL OEVICES FOP STREETS .%C HIPMYS". AS EEL AS THE FECERAL HIGHWAY ,
ADMINISTRATION IFHMI 'TRAFFIC CONTROL IN CONSTRUCTION AM MAINTEIMNLE WCR IDES• TECHNICAL REPORT MY
IC7, SMALL E USED AS A GUIDELINE FOR THIS PROAC1.
AT THE PROJECT PRF- CDNLIPLCTION COREHENCE THE COMPACTOR SMALL DISCUSS HIE TINFFI( CONTROL PUN AM
DESIGHATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE MR. SITE. THE TCP GALL INCLUDE DESCRIPTIONS
OF THE TRAFFIC CONTROL METHODS AMC DEVICES TO E USED IN THE PRIME CONTRrlO,/SUbCONTMACTONS AM WILL E
GLP.ECT TC Rf CEI AM APPROVAL A THE ENGINEER. ,
'MGr WptNMwnuL GpUf MfMgtMRna IR.Y 07/TG/66)
f
1:k7,2313] COHI INI.�
3. DURING ALL PHAEEF O COW7PLCTION, TRAFFIC MOVEMENT SMALL EF MAINTAINED AS REAR NORMAL AS PO AIBLE AMC
REASONABLE ACCESS MAINTAINED TO PROPERTIES AD,IADEN` TO TEE RIGHT OF WAY LINE.
' A. ALL TRAVELEC PORTIONS OF ROADWAYS WILL BE TEN TO TRAFFIC DUPING REM 7FAFFlC PEP•EDS, 6,30 TO 8,3� A.M. AM
3.00 to 6.00 P.M. OP AS DIRECTED M T11E ENGINEER.
S. ON OF BEFORE lit FIRST DAY OF WORK AFFECIINC TRAVELED ROADWAY, THE CWPACTOP BILL R RECLINED TO HAVE THE
TRAFFIC CCN.TRCL DEVICES TO R USE INSPECTED AND APPRCVEO BY THE ENGINEER AS TO COMPLIANCE WITM MMTf✓TNWA
SIANCARDE. MO BORN SMALL IF DONE ON OR ADJACENT 70 THE ROADWAY UNTIL ALL NECESSARY FIC#S AMC TRAFFIC
CONTROL DEVICES "I 1N PLACE.
E. NOR SITE TRAFFIC CONTROL WILL E SL"CT TC PERIODIC 11SPETTIO P, THE ENGINEER; THE CONTRACTOR WILL BE
REOUINED TO TARE TIMELY AMC APPROPRIATE ACTION TO CORRECT CONE ITIONS THAT ARE LN&AFE OR CALLING UNDUE DELAY
TO TRAFFIC MOVEMENT.
7. IF THE CONTRACTOP FAILS TO TAPE SUCH TIMELY AM APPROPRIATE CORRECTIVE ACTION, Tit ENGINEER CAN ORDER A STOP
TC FURTHER BRIE UNTIL THE CONDITIONS APE COMPERED, ON ORDER CORRECT:VE ACTION TO OP PERFORMEC BY CTHLP6
YITM ALL COET6 INCURAM THERLOF DEDUCTED FROM PAYMETE DUE OR COMING DUE TIE CONTRACTOP.
THE CONTPACTM SHALL HE REEPONGIELF FOR PROVRCING MEDPF"E FLAGMEN, MRUCADES, LIGHTS AMC 611H6 FOR T•E
PROTECTION CF THE MR AMC THE PUBLIC AT ALL TINFF. AMC THE CLMRACIOP AMC HIS SUPk TV SHALL OF :SABLE FOR
IAJU'.IES AMC DAMAGE[. TC PERSONS AMC PROPERTY 64FEFED BY REASON OF THE CONTRACTOR 6 OPERATIOW OR ANY NES;:.'Mk
IN CONNECTION THEREIN.
' 1-07,83161 ULET COMML IAWITIDNAL SECT ON
THE CONTRACTOR SHALL PROVIDE A MIN1MlP 1,600 GALLON CAPACITY WATER TRC'N BITM A PRESSURE SPRAY RYSTEM DESIGNED
FOR FTRFl CLFANIME. THE 61REFIF SHALL OF CLEATED O DLE1 AMC DEOP15 AT THE ING O EACH MILKING LAY. IN
ADCITIOM, THE CONTRACTOR SHAL' PHOV'ICE SPPIM.LIN'. AS VECEG6 M, TO ALLEVIATE DUST Klfi.NCE OR AE DIRECTED BY
THE ENGINCEF.
1-07.24 BIGHTS O %A IAOC:TIONAL SECTICAI
THE CITY 6W... OBTAIN ALL EASFMENT6 AM ACCESS PERMIB67O, NECESSARY TO THE CO%VRUCTIDM O ALL :WROVEMENT6
' LOCATED ON PRIVATE PROPERTY AMC PAT ALL COSTS O TE GAME. COPIES OP ALL EASEMENTS AM ACCESS PERMISSION WILL
O PPCVTCEt TO THE CCMFACTCF. THE CONTRACTOR SMALL PEROW ALL BUM ON PRIVATE PROPERTY IH 61FICl LURFL:AwE
WITH THE TERMS AMC CONDITIWS OF THE EASEMEMb AMC RIGM-LE-ALCESE DOCUMENTS.
1-OP PROSECUTION AMC PIOGESS
� 1-08.2 F ops.NESS GCHEELu -JP.EP dEM HC.L 6F lf^;
IMMEDIATELY AFTER E%ECUTILN AMC DELIYFRY OF THE CONTRACT, AND BEFCR THE FIRST PARTIAL PAYMENT IC MADE, THE
CCE7WTCR SHALL DELIVER 70 THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATIEFAC.CFN It
TM ENGINEER, SHOWING THE PROPOSED DATES OP COMEN:FIENT AMC COMPLETION O FRAM O TM VAPIOL6 PAN ITEMS OF ►OM
RECU!PEC UNCEP THE CONTRACT DOCUMENTS AM THE ANTICIPATED ANOUNI OF EACH MONTHLY PAYMENT THAT W:LL bKOME DLE is
THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTO SHALL ALSO FUN76E PERIODIC ITEMIZED
ESTIMATES if WORK DOME FOF THE PUP06E OF PARING PARTIAL PAYMc.M6 THEPFON. THE COST INGURME OA MAKING Up AM
O 7HLU EDI,MLLFE %ILL R USED ONLY FOR DETERMINING TN LA61F OF PAM:: PAYMENTS AM WILL MT BE CLNSIDERE AE
F,xINC A BASIS FOP ADDITIONS TO OF DELETIONS FPO THE CONTRACT.
1
r
SYFR 1MHret, 07/i%•BF' FAD,
1-OB.9 EAM]NUH '
SHOULD 17 MWME EVIDENT AT AM TIME DURING CDNETRICTION PAT OPERATIONS WILL OR MAY FALL MHIND THE SCHEDULE LE
Tf�S FIRST PULSAR, THE CONTRACTOR SMALL, UPON MOLEST. PFOW7L, BUGHIT GEVISED. SC,RpULE6 IN THE WE FORM AS ,
SRSCIFI ` HEMIN. SETTING OUT OPERATIONS, MCKIDS, AK EMIPNENT, ADOOC LAWN FORCES OR WORKING SHIFTS. N16MT
CM, ETC., BY WON THE LOST TIME S.LL M WE UP, AND COWER WITH THE ENGINEER WIL AN APPROVE` MODIFICATION
µ THE ORIGINAL SCHEDULE HAG MEN SMUFS. FURTHER, IF AT ANN TIME A PORTION Cl- THE ACC;PTE` SCHEDULE 15 FOUNT
TO CONFLICT WITH THE CONTRACT PROVISIONS. IT SMALL UPON MOLEST M NEVISM M THE CONTRACTOR AND THE NEW SMALL
M PERFORMED IRA CMPLIAMCE WITH THE CONTRACT PHOVISIµE.
PAYMENTS OF AM FARTHER E67IMIES TG THE ZONTRACTOR AFTER SUCH REQUEST 16 RAKE AMC UNTIL AN AfPRAS MODIFIED t
SCH"O"" HAS MEN PRDVIC`C BY THE C%.rPACTOP MAY GE WITHHELD. EXECUTIDH OF THE NOW ACCDEDING TC THE ACCEPTED
SCHEDULEµ CONSTRUCTION OF UYIOVED HR`IF 1fAT1MS THEREOF, 16 HERESY IKE AN OBLIGATION OF TIE CCAYEMCT.
1-16,3111 PRE-Cµ STOW71ON LMLAEKE IND 6ECT10N1
PRIOR TC THE START OF COFETRLL710N, THE CDMRAC%C . ENE:NEEP, ALL HSL'.CNTRALTCR6, UTILITY OEPARIMEWT, OL Sl
WBLIC UTILITY COMPANIES, AMC O'HFR INTERESEC PARTIES SMALL ATTEND A VIE-CONSTPUMION CONFERENCE. WITH NINE.
GLACE, AND GATE TO GE DETERMINED RATER AWARD OF THE CONTRACT. SUB6EOVENT0, A NEFfES MTATIVE OF THE CONTRACTOR
WILL ATTEND A WIHW.LY CONFERENCE TO REVIEW PROGRESS AND DISCUSS AM PROBLEMS THAT MAY M INDLRRED. THE TIME,
PLACE AND DATEµ THESE M,ERLN "EVINCE SMALL M ESTA&ISHED AT THE PW--MWTRICTIDN COHff'EKE. ,
L-AL PROBE LIMN µ ZEK I ADDIT19ML WTIONI
THE CONTRACTOR HALL NOTIFY THE CITY IF RENTON. AT LEAST 46 HOURS PRIOR TC COMMENCING NOR. THE SAME ,
NOTIFICATIONS SHALL M PROVIDED TO ALL BW:Aµ NLY SERVICES, M DIALING 911 FROM A PION WITH A NEWTON E%CHANU
TELEPHONE MIRED, AND THE SCHOOI DISTRICT MEN WORMING WITHIN A AW01 RIG"-* .HAY, THE CONTRACTCR SHALL ,
ALSO "MIEN PRmEPYN OWNERS ADJACENT TD THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TINE OF
ACCESS CLDGIRE TO THEIR PENREP".
THNE µ COMPLETION ADDITjWL SECTI01.1 '
REE-u.CF PARAGRAPH 1 WITNL
7HE CONTRACT TIME SMALL START TO DAYE FROM THE DATE OF THE LETTER NOTIFYING THE COMMCTOR TL t
PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WOOING VAN 16 AM
DAN NOT CTHERRISE DEFINED HEREIN AS A NON WORKING DAY, A NOW MAKING DAY IS DEFINED AS A SATUDAY,
SUNDAY OR AECOONIIED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR 19 WELIFICALLY REQUIRED Of ONE CONTRACT
TO SUSPEND COSTRUCTION
ALL DEFINITIONS OF RECOMIZED HOLIDAYS IN THE STANDARD µECIFICATIµS AGE DELETED AN VOID. RECDURIZED HOLIDAVE
SHALL G AS FOLLOWS: ,
HEM YEAR'S DAY. LINCOLN'6 BIRMAN, WASHIMSTON'6 BIRTHDAY. MBORIAL DAN, JULY A, LABOR DAN, VETERANS
DAY, THANKSGIVING AHD THE DAY FOLLOWING. AND CHRISTMAS EVE AND CHRISTMAS DAY, TINE DAY BGCRE
CHRISTMAS SMALL G A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAN AFTER '
CHRISTMAS SHALL WE A HOLIDAY WHEN CHPISTLAS DAY OCCURS OR A MONDAY, WEDNESDAY. OR THURSDAY. PICA
CHRISTMAS DAN OCCURS ON A GATUICAY. THE TWO PRECEDING HCRFING DAVE SMALL IF OBBERVO AS HOLIDAVE.
MEN CMPIETMA6 DAY OCCURS ON A SUNDAY, THE YK WOWING DAYS FOLLOWING SHALL M OBGENVTD AS HOLICIS.
THE CONTRACTOR 16 EXPECTED TC DILIGENTLY PROSECUTE THE KEW TO COWLF71DN IN ALL PARTS AND R.SQU]RBNEM6. THE
PROJECT SMALL GE CµFLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS.
FIG. 1A '
WDtNrnARI 6PFP 1T1CW71Oni (hN Di11'BEi
Tsa.z��2trs�
PROVIDED. MONFVEP, THAT TME CITY BNALL HAVE THE NIGHT UFCN REQUEST OF M PYRIC VOWS DEPARTMENT. C1TY R
MENTOR, M, TC ENTEND THE TIME OF COMPLETION OF GA1D MM. M DMN610N SHALL BE VALID UNLESS TMI SAME BE IN
WRITING AM ACLOIWNIM BY THE WITTER CONSENT TO CECH OTEM10h BY THE SURETY DO THE BONA OF THE CONTRACTOR.
TINE LOP IN AEPLACIN6 IRAIOPEP MW OR MATERIAL BMALL NOT FURNISH PAY GROUNDS TO THE CONTRACTOR FOP CLAIMIW
' AN EXTENSION OF TIME FOP THE CDNPLETION OF IME NOW, Alb SMALL MT RELEASE THE CONTRACTOR FROM DAMAGE OP
LIABILITIEE FOP FAILURE TO COPIN.Pf THE PONE WITHIN THE TINE REOUIR®.
1-0BJ LI OLIDATFI' 4!NA1EG IADCITIpRLL 6ECTIONI
THE LSDUICATEL DAMAGES CC NC' INCLUDE, AID ARE IN ADDITIDN TO. DAMNS FMO COSTS FDA INSPECTION, SUPERVISIOA,
LEGAL EXPENSE, AM COUNT CCSTS INCUNNFL BEYOND CNTHACT COMPLETION DATE. THE C^ST OF ADDITIONAL INSPFCTICw AMC
SUPERVISION SMALL BE AN AVOW EQUAL TO ACTUAL SALARY CW PLUG EDD PERCENT FOP OVE,".
I-9B.TH OVEREIRE WCRI BY MORA EMPLOYEES tWO SLCTICHl
RHEA THE CONTGACTDA PERFORMS CONSTRUCTION NOW OVER THE AC:FPTEL B NOUNS PIP OAT OR AD HOURS PER WFg., DP ON ANY
CITY HOLIDAY, AM TOE CON REOLIRES INSPECTION, THEN THE LONTMCTOO SMALL REIISLKE THE 'ITY AT TO( PATE OF ESC
PEP NOUN. THE CITY SMALL HAVE Tit SOLE AUTHORITY IN DETERMINING THE NECESSITY OF RAVING TON DVERTIHE
' INSPECTION, Alp SHALL ICTIFY THE GENTMCTCP IF ITS INTENT TO AEOLIRE SAID INMCTION. SAID COSTF RILL BE
DEDUCTED FROM PONIES DUE THE CONTRACTOR ON EACH PCTMLY ESTIMTE.
1-0B.TE CDMpALTDP6 pLANT AE jH�@Li M INER 6FCTjypj
THE CONTRALTCF ALCNE SMALL AT ALL TIMES BE RESPONSIBLE FOP THE ADEQUACY, EFFICIENCY. AM SIPFICiENCY OF MIS AID
HIS "COMPACTOR'S PLANT AM EQUIPMENT. 1E OIAER 6hll HAVE THE 11011 TO WE USE OF THE CONTRACTOR'S PLANT
AM EQUIPMENT IN THE PERFCNMPCE OF ANY FONT ON THE SITE R THE NCW.
THE WE BY THE AMEP OF SUCO PLAN, AM EDU.PMEM SMALL BE WRSiDERM AS EXTRA BONA AM PAID F.1P ACCAI[IM,LY.
NEITHER THE OMP MOP THE ENGINEER ASSUME ANY RESPONSIB.LITY, AT AM TIME, FDA THE SECURITY OF THE SITE FROM THE
TIME CONT ACIDWS OPERAYIDNS HAVE COMEHCED UNTIL FINAL ACCEPTANCE OF TME RM BY THE ENGINEER AM ME OMHEF.
' THE COMPACTDP SMA.I EMPLOY SUCH MEAWNES AS ADDITIONAL FENCING. MIPICACES, AID NATCMEN SERVICE, AS ME CEEMS
NECESSARY FOP THE WBLIC SAFETY AM FOR THE PROIERION a THE 61TE AM 016 PLANT AM EOUlPMENT. THE O MEP WILL
BE PNCVICEC KEYS FCO ALL FENCED, SECURED APE".
1�@ASH!?TEMIDN TO WOPF iNEW 6ELTlONI
THE CONTRACTOR SMALL GIVE MIS PERSONAL ATTENTION TO AM SMALL SUPERVISE THE FOR TO THE EM THAT IT SMALL BE
PRDSECLTFL FAITHFV.LY, AM PEN ME IS MT PERRNAL0 RESENT ON THE BONA SITE. ME SMALL AT ALL REASCNAPLE TIMES
BE REPRESENT® BY A DOPPETENT BUPEPSNTEMENT SHE SMALL HAVE FLLL AVTMRITV TO EXECUTE THE GAME, AM TL SUPPLY
MATERIALS. TOOLS. AM LABOR WITML: DELAY. AM ARC SMALL BE THE LEGAL REPRESENTATIVE OF THE CDNTIW.TOR. THE
CONTRACTOR SMALL N LIABLE FOP THE. FAITHFUl 06EUVAKE OF AM INSTPUCTIOME DELIVERED TO HIM OR TO HIS AUTMA:ZED
REPRESENTATIVE.
T-0S HE,ASUEHEA7 AM PAYMENT
' _NL66LRo NET . QNANT;TILS IADEITIQML BEcTIoN:
THE CONTRACTOR WILL E RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED rOF THE R:POSE OF
' CALCULATING "N117116 FOP PAINERT CP FCF VERIFYING TYP! OF MATENAL ME RECEIVED 1H THE ENGINEER Al TOE TIME OF
DELIVERY IN OMEN FDA PAYMENT TC BE PACE,
A. C]-%z
PAYMENT WILL NOT BE KALE FOP DELIVERY TIOUET6 WHICH 00 NOT SHONE TYPE R MATERIAL, GROSS RIGHT. TAME
RIGHT. TRUCK MLMEP, DATE, RIGNASTERS CANTIFIGTION,AM IHN(CTOP'6 INITIALS.
6.,F 11Yn u. WRA v,Au.Fn• la. D7/TS961 RhM• TS
!-05.1 mIR1ElM '
SCALP CERTIFICATION SHALL E SLAWIMID AS EARL, IN TIE PROJECT AS POSSIBLE. LAC" E190 STATION SHALL
MINTAIN A PEm IC OF THE TPtCK NLMEA. 111E. DATE, AND EIIM O ALL TRUCES PPCVIDIK MTEPIA.. TO TIE ,
PP6ECT. TE 1116W UST SHALL E IMINTAIN® 1% DUPLICATE WITH ONC 6I6NMM COPY TNAPIGNITTM DAILY TO TIIE
CSTY SI TIE SCALE ATIEMANT. IN ISOLATE CASES KNk SEAU EIGHT 16 = AYAILWU. THE INOPELTOP SHALL
IEAWEASI THE TO" VOLINE ANC UPIIFY AS TC 115 FULL LON DEU1EN,. '
3a r CTEP)ON
NETP(r FOP KAIU,PEEEPI' AK PAYIENT FOP MTFRIAL MOL19R TO THE SITE SI AM VrPEP NFANS WILL E DEIEPPI%u '
P, COWTMCIDA.'CWftF ASPEEKNI LOOK AMID OF THE CONTMCT,
!-08.9 SCp,t Di MTNEHj (pC:TI�N.L SECT10N1 ,
ALL CDGTb AND ENPEgES FOP ITHU6 0 SCE• EMIPERT. OP MTEAIAIi. INCLUDING INSTALLATIONS, ACT IDENTIPISC AS
UD ITEM 1N THEU SPM:FICATIg6 SHALL E INCIDENTAL TC THE PpJMT. NO SEPAMTE PATNENT OF AM 61N0 WILL i
LADE FOP TWA INCIDENTAL STEMS. ,
PAPIIAL PAYNEXTS M ESTIMTES MY E WITHHELD LITT1L A 'MHW PM)EESS KPOULE. AS DESCRIEM 1N SECTION S, HAS
SEEN PECEIV® AM APPPCVHI. IN THE EVEAT TMT AN' MTEPIAL ON SCgIWENIP DOES NCI MEET TIE NEWINBENTb ON t
SPMIFICATIpE. TIE CITY MH HAVE THE OPTION TO ACCEPT SUCH M+EASAL ON EORMNiNQP IF THE OINECION OF PUBLIC
SCHA6 DEEM SUCH AMSPTANCE TO E 1% THE EST 1FREASr OF THE CITY, ►00VSDE THE CITY MY NEGOTIATE PAYNEAT OF A
LON&A UNIT PRICE FOR MID MIFPIAL DP IDPAHAWHIP.
+ATNEM FOP PIPE 1NGTALLH' SHALL E MACE ON THE FOLL0111*6 SCHEDULE UMLVI
CUMEMPN fE__ PIK ISWALFn UKENT o P.:, tSPICE PAIc ,
PIPE IMPALLM AM MT TESTm. 90.01
PIPE lKYALLID AM TESTED. 10.01 '
PIPE INVALLEC, TESTED, TH-116
AK ENTICES IKTALLFD AM CLEAN
LP Ct)UPLETEC. 1Do.01 '
Ei1 -A.ARIK. INAMK. AM ■INDSIDE CLEAIIi
t-01.2 DISPOSAL OF 1P6P'IAL W ACEPEM SEC119N1
DELETE, •TNL mN+MCTOP 6HALL DISPOSE OF All DEEUIG R DEED CF THE TMEL DISPOSAL
IHETI,S6 DESCPISM ELOW.W
ADDS "THE COMPACTON SHALL CLPPIY WITH ALL LAWS AK PLUS WVEMING THE '
DISPOSAL OF OLIP16 AM COIETRMTION MUNIALS IN APPOV® LAM FILL&.'
M=l l DISPUbAl A'l1UQ M. L- OPEN SEIMIM4 - OFLETL
E-0I.EIQL.DINEWL AETIILD NC. E LOMSCLLED SINIkIK - DELETE '
k-0.2111 DISPOSAL PCTM NC 2 - DELETE
2-c/.11A1 OIiOML NE[� NC. A LAM PSLEE IAm:TipMl CE{T`ONl
ALL DESPIS, METE, ENCESN DVWMLCT ION MTENIALS AM OTHEP PISCELLAKJLI6 MTEAIAL NC' LALWSEE SY THE OW '
THE DWRACTCF CA CIAPOSM OF F ANOTHER NMWVM "UNDO ARE TO E DISM69 ff AT A LANDFILL APPIDYEE All P
UCEKM P TIC APPNOPPIATL 0DWAkINS NOVY.
PKF IS SNPLAAM1.Wl GA.,TIcAn'n. !A., C,' i., P• '
2-01.3I411 IgWS'DE "LMEE _ DELETE
"Ll PAYIENI (PARTIAL REPLACEPIEVI UgUgK
iCLETE ITV
' P-0E R9CVAL OF CRCTURFS AND DBSTRILTIpE
' .v7i�: REMOVAL 3 PAVEMENT. BLV4LAj S AM_CURBS AM,
5. WHEN AN AREA WNEPE PAVEMENT HAS BEEN MmVEC IS TO BA OPENED TO TRAFFIC SUOMI PAVEMENT PATCHING
HAS KIM FINISHED. TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH WALL K REQUIRED. TOM PALM COLD
MIX PATCHING SMALL WE PLACEC TC A MAXIMA DEPTH OF 1 INCH IMMMIATELY AFTER SACPFILLIMG AM
CDMACTION ARE COMPLETED AMC BEFOAE THE R.AC 15 mENH TO TRAFFIC.
JjL RAYMEMT
ALL COSTS RELATE[ TO THE RENCYAL OF STRUCTURES AM OBSTRUATIOM SHALL BE COMSIDEFEC IMCIOENT AL TC AM INGILDSO
IN THE LNIT MNTMCT PRICE 6 OTHER BIO ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM.
P-05 ADADBAY EXCAVATION AM EIMMAWENT
eie7.1 DEBCPiPTION (PARTIAL REPLACEMENT 6ECTIONI
REPLACE PAHAGTAPH E WITH.
THE F'MK INCLUDES THESE ITEM UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT.
' 1. MAUL
V, SLOPE ROOMING
5. EXCAVATION OF STRUCTURES, DITCHES AM CHANNELS.
REMOVAL OF UNSUITABLE MATERIALS.
5. RVCVAL IT UMtMENT . SIDEWALAS. DRIVEWAYS. CURB AM GUTTkP, EXTRUDED CURBS. AM OTHER SIMILAR
SURFACE IMPROVEMENTS
2-UA-U! Wh F, CJiS IPRRTIAL P®lA_ M[NT SECTION`
REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITF;
i ME-FQA M B STUN. — BUD% BLASTING WILL M AWADVED THE CONTRACTOR MUST DEMONSTRATE TC THE
ENGINEER AM LOCAL POLICE AM FIRE DE►ARTNENTS THE NEED FOR THIS METHOD OF EXCAVATION, IF APPROVED
BEFORE ANY BLASTING ESIMS. TIE EMGIMEEP WILL MEOUIRE THE CONTRACTOR TO PROVIDE IMCAMATION ON HOW
DRILLING, LRADING AM SHOOTING WILL DE ACCOMPLISHED. ALSO. THE CONTRACTCR WILL PRCVSDE A DE741LE
EXPIAMT'OM OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN M URSAN OR RESIDENTIAL AREA.
�.i.9[tA�yM5UI TIBLF FOUMAT ION pC.1VSjLUM IREPIACEj�MT skcTloN�
' WHEN SHWA ON THE PLANS ON WREN SPECIFIED IN THE SPECIAL PROVISIONS, UMSTABLF NATURAL BROUM SHALL W EXCAVATE'
PRIOR TC THE PLACEMENT OF EMBAM.MENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CHHSIST OF PLAT. MCX. SWAMPY OR
O MILITABLI MATkAl". INCLUDING SURI® LONE AM STNPS. THE MATERIAL WALL E EXCALATEC BY THE CONTRACTOR AS
DIRECTED B• THE ENGINEER TO GIVE THE COMSTRUC'TED EMBANKMENT FULL REAPING ON SOLID SROUM.
MATERIALS EXCAVATE FROM THE. ROADWAY OR CHANNEL CHANGE PRISMS. WILL OUT BE CLASSIFIED AS UNSUITABLE FOUNDATION
CQ.AVAT',ON UNLESS THE REMOVAL MIST BE ACCOMPLISHED IN DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS
REOII•RIMG CIFFEAENT EWIPIENT FRAM THAT USED FOP NOADWAY EXCAVA710N, IN WHICH CASE MEASUREMENT AM PAYMENT AS
'UNSUIIHLE FOIIMAT;CN EXUVATICK ON A PER CUBIC YAM BASIS WILL APPLY.
i
BNnFreul SDRFM11CiLMe9A 1 W. T/l LW51 PEEN 17
W-EE.IIIAIF OISPLADEM E OF 1"LA TABLE QVHLA-lOh J*U&Nb _ DELETE '
k2M PAYMHT lFARTIAL fNJ,�_jAA .LN7 SECT ioNj ,
ADD TD &GINNING BE PAAAMAFH 1,
*ALL HATERIAL UNITS WVERED IN THIS SECTION &HALL INCLUDE THE HAUL TC AM FROM THE JOB 6ITE A6 PAM OF
THEIR UNIT PRICE. '
HEF'LACE PAA WA M 1 IIEN 1 WIn,
'WHEN THE ENGINEER OMERE .XUVATIOh E FEET OR LESS FLOW SUSGF.VE, UNIT CUITRACT PRICE6 FOF ACADWy
EX '
CAVATION AM HAUL SHALL APPLY, lF MEOMERS EXCAVATION MORE THAN 2 FEET BELOW BUBG 'MyMDE, : T PART
BELOW THE 24007 DEPTH SHALL E PAID FOR AS PRMICED FOR IN SECTION P-03.613] UNSUITABLE fOUMATION
EICAWTIM.-
'LACE TEXT OF ITEM 3 WITH. '
'UNSUITABLE FOUNDATION MAWTIOM, PER CUBIC YAM.
MEN TM:S BID ITEM APPEARS IN THE SCHEDULE CF PRICES, THE CONTRACT PRICE RAF CUBIC YAM GALL E FULL
COWENSATION FOR DCAVATING. LDAOIMC, PLACING OR CTHEWISE DIEOSING OF THE HATERIAL INCLUDING HAUL.
MEN NO BID ITEM FOP ', SUITABLE FOUNDATION FX:AVATIOM APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM ,
FOH FOUNDATION IATERIAL CUSS A OR CUSS B APPEARS INS THE SCMEOL'LE Of PRICES. THE PAYMENT SHALL E AS
SET FORTH IN SECTION P-OS.S.I.
WHEN NEITHER OF THE. ABGVE ITEMS 16 PAMIOM 1% THE C-0MTRICT SUCH TDW AS MAY E OMERED BY THE '
ENGINEER SHALL E ACCOFLIBMED AS DfTRI WORK AM PAYMENT WILL E WE A6 PROVIDED IN SECTION 1-i 4.4.
ow"(1, TEXT OF ITEM ) WITHI '
'ALL COST FOR FN@AWWNT C ACTICN SHALE E INCIDENTAL TO OTHER PAY %VENS INWIYED,e
PYA MME '
2-04.E PAYFENT INF MHEMT SECTION?
ALL METE FOP THE HAULING OF HATERIAL TV, FROM OF ON THE JOB SITE SHALL E CONSIDERED INCIDENTAL TO AM INCLUDED '
IN THE UNIT CDNTRACT MIDI OF OTHER UNITS CF WCW.
LF-OB SLOP! TREATMENT ,
2--'LD+e: VAVY. M 1HW1�EN.f{CTj&
ALL COSTS FOP SLOPE TREATMENT SHALL E CONSIDERED INCIDENTAL TG AM INCLUDED IN THE LNIT CONTRACT PR:CE NF OTMEP '
6I76 OF NEW.
P-09 STIBCNE EITCAVATION '
U2.1 DESCAIMNS ISWPIFMM AL SECTION1 ,
THI6 WOW ALSC INCLUDEF THE EXCAVATION , HAUL AM DISPOSAL OF ALL UNSUITABLE MATERIALS SUDH AS PEAT, MUCK,
OR UNSUITABLE NMIERIALS, INCLUDING BUSIED LOSS AM FlUP6,
t:0 BIt IC RBNOYA� BAbL MATERIAL IPAPTIAL pEPLACEMEM SECTIOMj
REPLACE PARAGRAPH E WITHN
WAVEL IAC FILL FDP FOUNDATION MATERIAL SHA:.L E CRUSHED OR PAPTIALLY CRUPW FMTEA.AL MEETING THE '
WUL;REMENTF IF SECTION 9--30.70 FOR GAEATION AM QUALITY,
PFBA Il 6.06"Iln ,BPKlTl us mnr IRe, C7//d'EI
E-M.3111C O1GRO6AL IXS'[,yL1THl IM1ERa AL LPARTt AL PEPUCEMEM7 SECTION]
RETUCE THE SECOND AM T41FU 0ARA6AAP16 WITH,
' THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAWII^M CLASS B SMALL INCLUDE ALL C0616 FOP LOADING AMC
MAULING THE MATERIALS,
' 2-4Ed_MUSURERENT ]PART 16L R_LA42 jK BECT10N1
" MINCH TRENCH WIDTH FOP PAYMENT SMALL E 1 FOOT,
' HORIZONTAL LIMIT FOR PIPELINES LAPER THAN Ap INCHES, PIK ARCHES MORE THAN BO INCHES 11 SPAN, STRUCT LAiAL PLATE
PIPE, AM UWEFPASS SMALL E 1.5 FEET,
LOWER UNITS FOR PIPE, THE BOTTOM OL'SIOE OF THE PIPE. OR THE MTiOM OF TIE REQUIRED BEDDING MATERIAL WILL SERVE
AE THE LOWER LIMIT FOR MEASURING EXCAVATION. THE EMGSHEA MAY SET AMTHE'A LIMIT WHEN EXCAVATION MUST BE MADE
EIOM WADE.
DELETE THE UET TWO PARAGRAPHS,
2-08.0 PAYMENUPIEUCENEM SECTIONI
WHM THE PROPOSAL INCLUDES AN• OF THE FOLLOWING BID ITEMS, TEE OWNER WILL PAY AS FOLLOWS,
1. •6TRUDTURE EXCAVATION CLASS A.-PER CUBIC YAM,
%. 67RUETURE EXCAVATION CUSS N.-PER CUBIC YARC.
TH UNIT CONTRACT PRICE PER CUBIC YAM FOP THE BID .TENS LISTED ABOVE SHALL E FULL PAY FOP ALL LABOR,
MATERIALS, TOOLS, EOU!PMER. AM PUMPING INCLUDING MAUL. IF TE ENGINEER ORDERS TE CWPACTUR TO
' EXCAVATE. WILLIM THE ELEVATIONS SHOWN ON THE PUNS, THE UNIT PRICE PER CUBIC IYARD FOP •GTRECTUM
EXCAVATION CLASS A OF B• SMALL APPLY. BUT IF THE COWML70A EXCAVATES DEEPER THAN THE PUNS OF THE
ENGINEER REQUIRES, THE OWNED WILL NOT PAY FOP MATERIAL EXCAVATED FROM ELLOW THE REQUIRE ELEVATIONS.
' IN THIS CASE, THE CONTMACTOR, AT HIS EXPEHE SMALL AEPUCE SUCH MATERIAL WITH COMPETE O OTHEP
MATERIAL THE ENGINEER APPROVES.
' WHEN 'STRUCTURE EXCAVATION CLASS R IS NOT INCLUDED IN THE SIC TEEM THEN ALL EXCAVATION, APO ALL HAUL
AMC DISPOSAL E EXCESS OR UISUITABLE MATERIALS, TOGETHER WR" .' AMR. TOOLS AND EQUIPMENT REQUIRED
TO EXCAVATE TO LINE AM WADE FOR ANY PIPE, CULVERT 00..., UT' G . E 'ONS10EM INCIDENTAL TO THE
PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AM M RUE NI PAY.;XT F. E MADE.
6. 'SHORING AMC CRIBBING OR EXTRA EXCAVATION C. dm SW
THE LUMP SUM CONTRACT PAICc SM1LL E FULL PAY FOR A VRUR. MATHTALL. ITX I', Aft MIRENT NEEDED TO
BUILD. OEIMTLP, PLACE %PRAF TO PREVENT SWUP, AM MWmOVE TE &M.N. G .4. LQFFEMAN6 00 CAISSONS.
t IF THE ENGINEER REQUIRES SHOl IND. CRIBS. COFFERDANR. M CJI3wBlM1 BMW. •' ,, WTRA T PROVIDES NO BIC
THE FOR SUCH NOW. T OWNER WILL PAY AS PROVIDED IN W Tl,i 1-04.4. ER. REOLIRES THE
COMPACTOR TO BUILD SHORING I•M CATW nP PxTAA FWCAVATIDY rLAE A TMNTr BY WE BELOW THE ELEVATION
SHOWN ON THE PUNS, THE UlIMEP WILL FA I,. I lw SUN PRICE AND Mr W ME wEM THE EXTRA EXr DOH DEPTH
DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER THAN THEE FEET ELIN THE ELEVATION SHOWN ON THE PUNS
PAYMENT WILL E AS PROVIDED IN SECTION 1-04.4.
' 6. 'GRAVEL BAOQFILL(AIMI.- PER TOM,
THE LIMIT CONTRACT PRICE PER TOM FOR THE RIM AM CUSS E GRAVEL BACAFILL USED SMALL BF :...1 PAY FOP
ALL IAMB, MATERIAL, TOOLS, AM EOLIPMENT USEC.
' Su P'FMPrtAI SPACRf Icat RRnA IRWv 07/15/961
PApe iB
L-0.e CBRTMM
7. 'POLMOVION MATERIAL CUBE A OR CUE B'. PER TON.
IF EXCAVATION BELOW THE ELEVATION SHOW. ON THE PLANE TO REMOVE UNSIABLE, OR LNLzASLE, CP UNCL:'ABLE ,
HATERIAI I5 EOJR® MY IME ENGINEER THEN µl LAMP, MATERIAL, AM FOL'IHMENT REOLIFEO TC EXLAVATL,
LILAC, HAUL, AM DIMICK OF SUCH RATERIAL, APO TO REPLACE THE HATEPIAL MOT' FDUDATION MATFPIAL CLAS,' A
OR CUSS B SOIL E PAID IN THE 110 ITEM 'FODNOA•ION MATERIAL CLASS A OR CLASS B•RSECTIOM S-C3.121111, '
PEA TON AM K ADDITIONAL PAYMENT SHALL E MA^E.
2-11 TRIMMING AND CLFAMi ,
i31.?�S§!ETAOCT]OM REOL'PB'ENT6 IMOI TlORAL 6ELT ION!
ADD TO PARAIAPR 1: ,
7. R7OVE TREES, BRAGS, DON% TIMER, UPTORIEL BTLws. LARM VMS AND BOULDERS. ARE OTREF '
ONEIp?_7 RAMA 0061DE THE AREA 67AKEV FOR CLEA9,46 ON GUWBING.
S. THIN TREES OF MUSK AS REQUIRED BY THE ENGINEER.
V. FILL NOLES AND BROCTH AND CONTOUR THE GDUID. '
ID. SHAPE THE ENDS OF CUTL AM FILLS To FIT ADJACENT TERRAIN ANC TO ENHANCE THE AREA'S APFLARAREE,
11, 001,.1TTRATE ABANDON® ROADS ANC RESHAPE THE AREAS TC BLENC NATURALLY WITH SLRADUMDINGN.
B-0E ASPHALT CONCRETE PAVEIEM '
t94.6 PAYMENT IPAFTIAtL RFFIACE _UCUENj '
µL COSY FOP THE ITEM 'R CRADA SEALING, 13 TEMPORARY STFIFING. 6 14 PAKVINC. TEMPORAR! MIRING SMALL HEI NSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE CF DTER UNITS OF WOW..
6-06 CEMENI COCETT PAYEIIE7O
I& 6 PA**LN1 IPAATIA_ RkPUCEM M JffTIOMI
MISPLACE ITEM 7 WITH,
7, 'CENENT CONCRETE DRIVEUA'P', PER SULAAM YAW
7-01 ORAIM
7 A MMURVIM IMOlTIOAL 6ECTIONI O
ADD TC PARAGRAPH E, '
•BHEN THE CONTRACT DOES NCT INCLUDE 'BTRUCTL'E EXCAVATION CLASS B' AND 'STRUCIVE EXCAVATION CUSS B INCLIDING
MAOL' A6 A PAY ITEM ALL COSTS ASSOCIATED BIT' TEE ITEMS BOLL IS INCLUDED IN OTHER CONTRACT PAY ITEMS.-
7-OF CULVERTS '
7-�•i_�fP_T1?ULE IMOI71gM' 6FCT1CN1
ACD TC PAMSRAP' 1, '
PUS' PIPE 8-05.1E
PV1 PIFE: BERL FLN:A OR RE',HEOR:H' CONCRETE, STEEL, CA A,AMINLP ARE EEEMET TC IN SECTION I-M Il BOLL E t
61OLMOD THAT REFERENCE IW ALSD MADE IC PVC,
PBEA SO SyPIARAnW L 'iPK NfINt6
L-0E.9111C ►LACIN' PVC PIPE IACOITIGAL SECT101
IN THE TENCH, PREPARED AS SPECIFIED IN SECTIDM 7-02.0111 PLC PIPE SMLL SE LAID EGINNING AT TE LOWER ENO,
WITM TE SELL EG UPGRADE. PEA GRAVEL WILL E USED AS THE REDOING MTENOAL ANC EXTEtC FROM S' ELON THE ROTTOP
G THE PIPE TC 6' MOVE THE TOP G THE PIPE. WREN IT 16 IECE"w TO CONNECT TO A STPUCTvPE WI1H A IRLOW UCINT
A REEF IAGETED CONCRETE COLLAR WILL E USED AT THE R:NT OF CCIAECTION.
' 7-0E.4 RE 6&ftft.W7_1PARTIA4, PEP ACENEHf GECT'ONj
DELETE uST PARAGRAPH
7-02.' PAIIEHT IPAPTI AI IIFFh ufMEM SEC716N,.
iDELETE ]TEES I THROUGH 20 AND PREPUCE WITH:
I • ' 61tom Onro PIP. 11, L.F.
' 2. ' • f Coll catb &Left ARCH PUPA PAt L.F.
0. ' A Con.l.EftAE AINWHnm Amn PUPA Pet L.F.
A. 'COIN Htf CORE C' Or C.Y.
6. ' ' DRRNftfr FIWHMI Eno &Ht1on Pft EP.
DELETE PARAGRAPHS 6 A 7
i7-0 ETRCTIEAL PLATE PIPE. PIPE ARCM RCM. AN tSI PASS
iI-03.A IEASIISEMENT IpART1,Al MFLA EM SECTIONI
PWr"P"t 51 REPLACE *SECTION 2-06.4• WITH 'SECTION E-08.5'
iLF�NT A PZFT IAA R®LACEENT 6EC1OM1
DELETE ITENE 11. 12 PnE 10
ikbPLACE LAST PAFGRAPH WITH, THE UNIT CONTRACT PRICE FOP WAYEL 66CKFILL FOP FOGCATIONS CLASS A OR CLASS S
81AL1 E PAID IN ACiCRCANCE WITH SECTION E-06.
i7-04 STOW �R
i7-0A.2 MTEPI ALS SGPLSMENTA IP L SECTIDNI
HOUR PVC SEWER PIPE P06.1E
i { 1 E P;PL EDOSHG ISIPPLEMTAL SECTIOV'
ACO:
' PIPE 6EDDIMG "A PVC SEWN PIPE SNALL CONSIST OF PEA GAVTL. IT SHALL E PLACED TC A DEPTH if 6' OVER
ANC S' UICEP THE DIMON V.LLS OF THE PIP[.
iL04-31�l 6uPvf1 llE AK SPADE IP�!?EAl 1EP1ACEE NT GECTSON:
REPLACE PARGAPI. It WITH,
i "NET LIE AID GAGE `%L E FROMM 61 THE FNGIEEP OF CONTRACTpP IN A MAWR CONSISTENT WITH
ACCEPTED PRACTICES AND THESE SPfCIFi UTIONS.
S.;IffWn Lel SPPC1f1t6t1YU (Af 07/15/651 ►HP. 21
7:1B R161 MOFILLNS�TGEA SEEP TENSES I6LMHH LM,c M,- *Tiw '
NOT TO PAAAGAPH 3,
PVC PIPE SMALL E KrDEC AK SAMFILLED WIN PEA GRAVEL IN ALSOKAFCE "ITN 7-U.7I11 B PRIOR TO
NZ01.1LING THE REIRLIKEP OF Tit IHEKM,
'-04 M MEASLNQa- (PARTIAL NfP&gj%n_ULTjQK
REDUCE PARAGRAPH A EITHH
EXCAVATION OF THE 6700 $EVER TENCH EOLL E MEASUMEC AS STM(CTU% EXCAVATION CUSS B 00 STRCTLE
OWAVAT,CM CLK6 B IKLICIK AWL, A6 VECIFlfE ION SELTIDM 2.09. t
'-O4.5 PAYMENT 1PAF'1K RfTLACEMEr 6E+'T
]ELITE ITEMS 1 TMOUG, B ANC FlEpUCE "IN, '
1. _. Stan MMMMI PIPe, PAr Ll.
E. Concrete Cass C, per C.Y.
' EN K BID IT& 'GRAVEL 6LW.LL FOP VIDE SFDOINV 16 INCLUDED IN TEE ICMECULI OF PRICES, PIPE KMINS AS SKM
IA THE 6TANEAK PLANS SMALL E CONSIDERED INCIDENTAL TO THE PIPE AND K ADDITIONAL PAYAENT SMALL E MWf.
REPLACE PARAGRAPH 5 WITH:
'ESTIMG O 6TGRM UNEP PIPE N EA.IRM W THE ENSINEEP SMALL E CDAGIDERH INCIDENTAL TO AMC •Kl1LEC 1M THE t
JICT CONTRACT PRICES FOP OTHER ITEMS.
7-0S HAGGLES, WAYS INSETS, OWP !EFTS, AFC CATCH SUINS
-0t.JIT� A0JU5'E LNG MMiL_{ S AK G73H MS/F5�_iC_ �.5�¢lE' 1_¢)RAL 6ECTICM'
AGnM
IM_1IFAM STPELTSh RANKLES. CATCH WE106 AMC SIMILAR 6 MUMWE IN AREAS TC E SURFACED WITH CRUEHIFD
P 0 OR GVAKL SMALL E LONSTPLCT® TO A PCIN` WWAM:MNTELY EIGHT INCHES ELON THE SUBBRADE AMC
COWFAM "ITH A TEE'ORAPY AGO CCVEP. DIST,16 A"HCtI6 SHALL E CUT GF AK COVEMEC IN A SIMILAR
RAMEP. THE EDM(TRAC'OF SMALL LAPEFULLY REFERENCE EACH RANKLE SC THAT THE) MAT E EASILY FOUND UPON
CCMOLITION G THE STREET SCRs.
AFTER PLACING THE GAVEL OR CNUSHET SIDE SURFACING, THE MANHOLES AL' NAKLE GVINK SMALL K
COI6'tPIDTlO TO TE iIMI6MNC CALF G THE NCALRAY BUEACE. E7CAVA'IGN MCISSAVY FOR SPINSING MMOLES
TC GRQ1 SMALL CENTER AECU7 THE MMKLI AK E HELD TO TK MINIMUM AREA ECESEAP. AT TK COPLETICN '
CF THE RAMWU ADJL6IHIENT, TE VCIO AROUND THE RANMCLE SMALL E MCILFILLED WITH MATERIALS "HICh FEBULT
IN THE SECTION EWIK✓ ON THE TYPICAL RANG MY SECTION, AMC E THDRDUGHILY , VACTS. "HERE
SITRMIKUS SUWACI TEATENT 16 TC K PLACED, THE RAFCCLE CASTINGS 6HALL E INSRA..ID FROM 1/E INCH TC
ONE INCH HIGHER TMAN THE WAOM� SURFACE, AS THE FKINEEP MAY 0/SECT. '
Vt-1 MEN_ CDKRETE PAVEMENT MMKLES, CATCV M61K AM SIMILAR STRUCTURES SHALL E CCFETPICTEC AK
ALJUVED IN THE 601 FANEF AS GLTL:NK AKAVE BICCEFT THAT TH1 FINAL MJUSTKW SMALL BE 'AOE AK CA.
IMAM FRAME E 611 AFTER FORMIC HOVE KEN PLACED AK CIECX®. IN PLACING THE CDKRETE PAVEMENT, ENTEHt
CAE SMALL K TAEN WIT TC ALTER THE POSITION MA THE CASTING IN ANY MY.
1% AM.W17 CONCRETE PAVEMENT MNKLIS SMALL NOT K KJU VW UNTIL THE PAVEMENT 16 COMPLETE, AT WIN
TIME THE CENTER O EACH MAMKLE &HALL E CAREFULLY ALLOCATED FROM REFEENCEE PREVIOUSLY EFTABLISHE PY
THE CONTPACTOF. M PAVEMENT SMALL E CUT IN A ESTRICTED AREA AK BASE MATERIAL E FEMCVEL TL PERV.71
PEMOVAL G THE CCVEP. THE RANKLE SMALL TEN E BIOWM TC PROPER CANOE UTILIZING THE "ME METWDI. OF ,
CO67PICTIM A6 FOP THE FMAMOLE ITSELF,
PKM 22 6104001tAI SPMCIFIcn1RnM (Rev
:�uGONTINIs
ITN CAST IRON FRAME SMALL E PLACED DM THE CONCRETE LLOC&I AND WEDGED UP TO THE DESIRED GRACE. THE
ASPHALT CONCRETE PAVEMENT SHALL E CLT AM P91CVE TO A MEAT CIRCLE, THE DIAMETER OF WHICH SMALL IF
EQUAL TC THE DUISIDE OIAMETEP G THE O45T IRON FRAME PLUS TWO FEET. THE BASE MATERIALS AIL CRUGmEV
AOCA SMALL E RBCVEV ADO CLASS BI3/41 CONCRETE SMALL E PtACEC SC •MT THE ENTIRE VDLUK OF THE
EXCAVATION IS MEPLACK UP TC WITHIN ER NCT TO EXCEED 1 A/B INCHES OF TM FIMISHEr PAVEWk;T SUITACE.
t OH THE FOLLO NG CAT THE CONCRETE , TEE EDGE E THE ASPHALT MMERETP PAVEMENT. A* THE GRIEF EDGE EF
THE CAST IMG SHALL BEPAINTED FIT" "DI ASPHALT CEMENT. ASPHALT CONCRETE SMALL rEN BEPLKEE AIL
CCIFACTFS WITH MM TAMPERS AM A PATCHING ROLLER. ASPHALT CONCRETE WILL ItPAIL FOR AS ' ASPHALT
COW L PAVENW%7, CUSS B INCLUDING PAVING :GHVAIT PEP TT '. THE COMPLETE PATCH SMALL MICH THE
EXIS:K PAVE SURFACE FOR TE)rTU RE, Oc NSITV, AMC UM1IFONRITY C GRADE. THE JOINT ETWEEh THE MTCP MEO
THE EXISTIK PAVEMENT GALL THEN E CAREFULLY ^A:NTg WITH MCI ASPHALT CEMENT OR AEMLT EMULSION AMC
SHALL E `VREDIATELY CDVFI$ WIT" DRY RIVING SANG BEFORE THE ASPHALT CEA,NT SOLIDIFIES. THE INSIDE
THROAT E TIE MMHHCLE SMALL E THOCOL"LY MORTARED ATM. PLASTkNg.
&L NENT qF IMIFTE THE FIWLL ALIGNMENT AND GRACE 6 LAST IR FRAMES FOR NEW AMC OLD IMLETc TO E
' ADJUSTED TO LADE WILL E ESTABLISHED FROM THE FONT OR ADJACEMI PAVENHENT SLNFACES. THE N INAL
ADJUSTMENT E THE TOP OF THE INLET WILL E PENONMSC IN SIMILAR %Ak EP TC THE MOVE FOP MANHOLES. OR
A94 1 CONCRETE PAVING PMOJEC'S USING CURB AMC pftTEP SECTION, THAT PORTION rF THE CAST INCH FRAME
' Wr EMBEDDED IN THE GUTIEP SECTION SMALL E SOLIDLY EMF' ED IN CONCRETE ALM. THE CONCRETE SMALL
EXTEND A MINIMUM G SC INCHES BEYOND THE EDGE OF THE CAP, AND SHALL E LEFT 1 1/2 INCHES EL.W TIE
TOP SP THE FP'JE CO THAT TNE. WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL SETT THE CAST INTO,
FRAME. THE EX'97IMG CONCRETE PAVEMENT AMC ECE OF THE CASTING SHALL E PAINTED WITH KT ASP'ALI
rEPENT. ADJUSTMENTS 1M THE INLET STR;DTLN SMALL E CONSTRUCTED IN THE SANE MANNER AMC G THE SOL
MATERIAL AS THAI EOUIRED FOP NEW INLETS. THE INSIDE IF THE INLETS SHALL E MORTARED AMC PLASTFRED.
t NMJEA MC CAST IRON FRAME AID WYEp MONUMENTS AK MONUMENT CASINGS SI ALL E ADJISTEP T! GMADF IN
TMF GAME MANNER AS FOP MANHOLES.
' WLK @ GETIME ADJUSTMENTS E VALVE SOX CASTINGS SMALL E MADE IN THE GAME MNNNEP AS FOR MANECLEE.
Z-05 4KMkSLANENT IPAFTIUL(UEUCEMENT ECTIDNI
AEFLACE PARAGRAPH 1 WIT"t
MANHOLES AID CATCH BASINS WILL E MEASUPFE PEP EACH FOP THE FIRST IC' AS MLASGRED FROM FINISHED PIP
ELEVATION. ALL DEPTH GPEA710 TRAM 10' WILL E PAID Ab EXTRA DEPTH MMUOLI6 _ , OR EXTM DEPTH CATCH
' BASINS, TYPE _._•; PEP VERTICAL FOOT .
REDUCE PARAGRAPH A: WITH,
t STRICTURE EXCAVATIDM CUD.. B AM 61RIOIUE EXCAVATION CLASS B, INCLUDING HAUL WIIL E MEASURED AS
SPECIFIED 1M SECTION P-OG.
1-05.5 PAYN�NT 1._"TINE PEPIACEMEM_� CE TIOM
DELETE ITEM 1 TNRDLW 10 AMC REPLACE WIT";
1. 'STMWaN Merhp L,a . Par ,acH
S. 'EAtre Dapth ManHroua_•, per W.F.
3. -catch SwH Type—.—.. par aeth
a. 'Catch Basin Type_,_"t e*Mout catc H, per fach
B. 'Eetre CMPU Or Ba..n_'. Par V.F.
V. 'AAIVet Menho Le', per taco
'ACjuet Cateh Dea Dr'. Po- each
B. -U,uat VMLYee'. per eKH
A'.aet MtnYOfn U'. Re, eMH
CELIIE PAAAGUPP A
1
' E,Uc U,�n t,. 6p,c•frcetRuns IMr C7/16/851 pep, 22
7-40 PINT AM 'ITTIM FOR WATER MAINS '
��.2 INTERN 'PARfl � P®LACEMEhT�fS3�1i
REPLACE PAMSRAPH 1 WITH,
MTERIALS SHALL PEST ME REOIIRENENTS O THE FOLLOWING SECTIONS,
Pips 0-30.1 ,
DVct11N Iron pip. 9-30.1A
F1tti.0 9-3C.2
DHct1b Iron P1p. 9-3C.2A '
PUF',c Fits Wrµ` B-31
Tr Nce- Tape S-30.9
7-10 TRENCH EXC. NEDDING, AM RACNFILL FON WATER IWB
1-1631UJ EXTILA R%GVATIOM (PARTIAL REPLACEMENT BECTION7 '
REPLACE PARAGRAPH A WITH,
NEASMENEMT OF 'BANK ALA CAVIL FOP TRENCH BACVFILL' WILL BE M THE TON. t
7-19.0102� P9CVAL AND PE➢LACENiNT 9 EXT^A_E%CAVATION IPARTIAL NEPLACEMENT &ECT0141 DELETE
7-10.5 I031_ AK PEPUCEP'hT CF UNSUITABLE NATEPSA (PARTIAL RE➢UCEIIE NT 6ECTIOM1
REPLACE PAM9APH 1 NITN; '
PAYNENT FOP 'REICVAL AND REPLACEMENT O IESUITABLE NATERIAL' WILL N CONSIDEIED .KIDENTAL TO OTHER BID
17DC AND NO FURTHER COPENSAT10N WILL BE MADE. '
-10.BIr',AL BAM PIP 9UVEL FGP JAENCt WACFFIL LPA�T,fAL REPLq CEMEM SECT:DNI
EEDLACE PARAGRAPH 1 WI TN, ,
PAYNAT WILL BE AWE AT THE OMIT CONTRACT PRICE PEP TON FOP •BAN. AM GRAVEL FOP TRENCH BACRFILL' WHICH
PRICE SHALL BE FULL CUIPF'-A1IDA FOP E3CAVATINO, FURNISHING, MULINC, PLACING AM CO'PACTING THE MATERIAL IN
THE TPEICH. ALSO INCLICH , THE UNIT CONTRACT PRICE 1S TMF NASTINO 9 EKCM AND UNUSABLE MATERIAL '
EXCAVATED FROM THE TRENCH.
L-1C.6105' FOVIta^SON MTEP'A ADDIUkM4 §ECTION]
PAYNENT WILL WE MACE AT THE (MIT CONTRACT PRICE PU TON FOR •FOUNDATION MATERIAL' WHICH PRICE SHALL HULL
DOIPENSATION FOP EXAVAT146 APO DISPOSING OF THE UNSUITABLE NATERIAL AK IEPIACING WITH THE APPROPRIATE
FOUDATIDN MATERIAL PER SECTION B-30.]BI1) '
7-11 PITS INSTALLATION FOR RATER MAIN '
7-11.a[Rol LAVI LENS EECA9HEM I6 PPLMENTAL 6 CE T30M1
THE POLYETHYLENE ENCASEMENT SHALL ALSO BE SNSTALLEO M ALL AFPAREMMCES, SUCH AS PIPE LATERALS, COIFLINGS, '
FIRINGS, AND VALVES. IN ACCORDANCE WITH SEC'lON A-E O ANSI 21.5 OR ANNA C105.
'11,31091A CONECTIONS TO EXISTIND MAINS VARTIAL PP' ACEMEM SECT10N1
ADD TO BEGINNING O PA Acw, 2,
CITY FORCES WILL MALE ALL CONNECTIONS TD EXISTING MAIMS. THE CONTRACTOR NIP. PROVIDE ALL PARTS AM BE '
PESPOICCIOLL FOP OT-AVAI NNE AND SACPFILL'NF THE TRENCH.
PAGR BA 6LPLOMPtAH 'ipTNlfl cNt long IRR.. 07i15/651
7-11s(a i CONTINLFD
IF FOP WHATEVER RFAGPM THE ENGINEER DECIDES THAT CITY FORCES WILL NOT MAKE '.HE CONNECTION TO THE EXISTING RAIN
THE CONTRACTOR WILL MAAE THE CONNECTION UNDER THE SUPERVISION OF THE ENGINEER AM PROCEED AS FOLLOWS,
DELETE PARAOUPH 7
' z11,4L1ll NYDRW'TATIC PfEDM TE511RERLACtMENT 6ECTI ONI
ALL WTER MAINS AM APPURTENANCES SMALL BE TIMED DOER A WY:RDSTATIC PRESSURE FOWL TO I% PSI IN DIADEM OF
THAT HOER WHEN THEY WILL OPERATE. IN M CASE SMALL THE TEST PRESSURE BE LESS THAN BOP PSI. ALL RUMPS,
GAUGES, PLUMS, WOLFS, CORPORATION STOPS, MISCELLANEOUS NOSE AM PIPING. AM OTHEP EQUIIMEN.T MECEGE. AT FOP
PERFORMING THE TEST SHILL K FURNISHED AM OPERATED BY THE CONTRACTOR. THE PIPELINE TEE" SMALL Of MCAFILLED
' SIFFICIENILV TO PREVENT M4EMENT OF 14E PIPE UNDER PRESS"K. ALL THRUST BLOCKE SMALL BE IN PLACE AM
6UFFICIEN' + CUP® TO REACH DESIGN 5 RENGT� BEFORE TESTING. WHERE PERMANENT BLOCKING IS MT REQUIRM, THE
CONTRACTCP SMALL FURNISH AM INS'T.'LL TE3PDW7t BLOCKING AM REMDO :T AFTER TESTING.
I- WINE &HALL BE FILL$ WITH WTER AM ALLOWED: TO SIAM UNDER PRESSURE FOP A MIMIMIM OF 24 NO.06 TO ALLOW THE
S-EN'E OF AIR AMVOP ALLOW THE LINING OF TH= PIPE TO ABSORB WTER. THE OWNER WILL FURNISH THE WATtP NECESSARY
TO FLL-. THE PIPELINES FDA TESTING PUPPOBEB AT A TIME O DAY WHEN 6LFFIC/ENT QUANTITIES OF WATER ARE AVAIL4!LE
FOP M'IFA` SYSTEM OPERATION,
ALLOWABLE LEAKAGE PER IOOO FT. OF PIPELIMP - RPn
Nou.a, P, 10,4MAtYr - Inche
6 8 10 1L 16 20 24
A P 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82
V T R 400 0.90 '..20 1.50 1.80 2.40 3.OD 3.EC
E E E P 350 0.64 1.12 1.4C 1.69 2.25 2.81 3,37
R 6 6 6 276 0.75 1.00 1.24 1.46 1.89 2.A9 2.99
A T 6 I 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85
G U 22E, 0.68 0.9C 1.13 1.35 1.60 2.25 P.7n
E P 200 0.64 0.65 1.06 1.2E 1.70 2.12 2.55
E
t AIF THE PIPELINE UNDER TEST GOWNING SECTIONS OF VARIOUS DIAMETERS. THE ALLOMOLG LEAKAGE
WILL K THE NM O THE COMPUTED LEAKAGE FOR EACH SIZE, rl FOS THEE DIAMETERS OF PRESSURES
NOT LISTED BY THE FORMULA STATED IN SECT' 74.2.11 OF Thu. STANDARD SPECIFICATIONS.
' GAUGES USED IN THE TEST ANY BE REPVIRED TO K CERTIFIED FOP ACCURACY AT A LAMRATOW BY THE OWNER.
A VIIIBLL LEAKAGE DETECTED SMALL BE CORRECTED BY THE CONTM'TOP TC INC GATISFACTION OF THE D"A PEGAMLE65 IF
THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET TEL PRESSURE TEST SUCCESSFULLY AS
SPECIFIED, THE CONTRACTOR SHALL, AT 111E DAN EXPENSE, LIM ATE AM REPAIR THE DEFECTS AM THEN RETEST THE PIPELINE.
ALL 1ESTS SMALL BE MADE WITH THE HYDRANT ALMILIARY 6 . VA-.A•'S OPEN AM PRESSURE AGAINST THL MYOFiHd, VALVE.
AFTER THE TEST MA& BEEN COMPLETED, EACH GATE VALVE SMALL BE TESTED BY CLOSING EACH IN TLFN AM PELIEVINC THE
PPENSURE EY'OM. THIS TEST O THE GATE VALVE WILL OF ACCEPTABLE IF THEW 15 M IMMEDIATE LOSS OF PRESSURE OR
' THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHELK®. THE CONTRACTOR SMALL VERIFY THAT THE
PRESSURE DIFFERENTIAL ALFOSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE.
SECTIONS TO BE TESTEL SMALL MRYLLY BE LIMITED TO 1.500 FEET. THE OWNER MY REQUIRE THAT THE FIPS SECTION OF
PIPE, MT LESS THAN I.000 FEET IN LENGTH, INSTALLED BY EACH O THE CONTRACTOR'S CREW&, BE TESTED IN ORDER TO
GUALIFY THE ORE? AM/JP THE MATERIAL. PIPE LAYING SMALL NOT BE COWINUEI MORE THAN AN ADDITIONAL 1,000 FEET
UNTIL THE F11GT 6MY10N SMALL HIVE MEN TESTED SUCCESSFULLY.
' Sup La Mental 6pecVmatfpna IFMr 07/15/551 Pape 25
r
'-11.31111 GONTIX
PRIOR TO CALLING OUT 7M 'MEP TC WITNESS TEE PRESSURE PAST, TMF CONTRACTOR SMALL WA% ALL EAUIPMEN7 SET UP
COWLETE'.Y READY FAR .. 'iATION AM SMALL MIT SICCESGFL.LY PERFORMED 7ME TEST TO ASS 'E T1Ai THE PIPE IS IN A 1
SATISFAMMM UIMITIDH,
BEFORE ALPLWING HE WL;IFIED TELT PRESSURE, AIR SIAI.L it. EXPELLED COMPLETELY FROM THE 'E, VALVES AIL '
HVDRAMTS. IF PERMANENT AIR VENTS ARE HOT LOG:® AT ALL HIM POINTS, THE CONTRACTOR SMALL 'NSTALL CORPORAT,,.N
=KS AT SUCH P01VT6 GO THAT THE AIR CAN BE EXPELLEE AS THE U"E If FILLED WITH WATER. AFTER LL THE AIF HAS
BEEN EXPELLED, T" CORPORATION COMS SHALL BE LIOSe AM THE TEST PRESSURE APPLE®, AT THE L CLUSION OF THE
'PES6UPE TES, THE CORPORATIOV COCKS SMALL BE REMOVED AM PLUGGED. '
THE TEST SMALL BE ACCOw'L761EE BY PUMPING IN.. MAIN UP THE REOVIRED PRESSURE; STOP THE PEEN FLAP A MIN M1M OF 1E
IINUTEE LP TO A MAXIMUM OF SO MINUTES AS DIRECT® BY THE OWNEP. AM THEN PUP THE MAIN W TO THE TEA PRESSA[
AGAIN. DUPING THE TEST, TBE SECTION BEING TESTED SHAL, BE OBSERVED TO DETECT AM VISIBLE LEAKAGE, A CLEAN
CONTAIMEP SHALL BE USED FOP HOLDING WATER FOR PUP,NG IF P:FSSURE ON 7HE MAIN BEING TI STED. TNI6 "ELF WATER
GALL BE STEAIUDD BY THE ADDITION OF CHLORINE TV A CONCENTRATION OF SO MG/L.
THE DANT1TY GE WATER REQUIRED IL RESTORE THE INITIAL MLRORTATIC PRESSURE GALL BE ACCURATELY DETERMINED M
EITHER 1) PUPING FROM AN OPEN MMAIMEF OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CA BE MADE M
THE 411ER OR, B) BY PUMPING THIVIUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT MM RL E.MRING ONE
SALLOW PEP EVOLUTION. THE METER SHALL BE APPMVED BY THE ORDER,
ACEPTABILTV GE THE TEST WILL BE DFTERM'MEC M TWO FACTORS, AS FOLLOWI 1
1. THE UA.NTM OF WATER LOST FROM THE MAIN SMALL NOT EXCEED THE NUMBER OF GALLONS PEA HOER AS LISTED IN THE
FOLLDWIM TABLE.
B. THE -OSS IN PRESSURE SRA:L MCI EXCHD 1 PSI PER MINURE OUFINO THE TEST PERIM.
7-11 111i, OK
DEDMLDRIYJ.TION OF ALL WATER USED FDP DISINFECTION SMALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITYS STANDARD
DETAIL INCLUDED IN TNI6 DOCUMENT, WATER CONTAINING CMLURIM RESIDUALS SHALL M7 BE DISPOSED INTO THE STORM
DRAINAGE SYSTEM OR ANY WATERWAY. ,
Z=1.3U131 COMPETE THFUE` BLXYKIN( IP®LA[EHE_NT 6[CTIONI
PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AM MPIIDNTAL OR VERTICAL ANGLE POINTS, CONFOW TC THE STANDARD '
ILI.AIL FOP GENERAL BLOCKING HEREIN AM THE APWt STANDARD DETAILS FOP 11EFTICAL BLOCKS. ALL FITTING TO BE
.'LMKID GALL BE WRAPPED WITH 4-MIL POLYETMLENF PLASTIC. CONCRETE BLOCKING GALL BE PROPERLY FORMED WITH
PLYWUM OP OTHER ACCEPTABLE FORMING MATERIALS AM SMALL MCI BE POUR61 AROUND JCIM. THE FORMS SMALL BE
STRIPPED PRIOR TO RACKFILUNC, SHACKLE FIMS, WHERE REQUIRED, GALL BE INGTALL'J WITH THE RISC R SHACKLE LUGS,
ALL GRACKLE RHOS SMALL BE S,ALVAHIIED OR COATED WITH TWO COATE IF ASPHALT VARNISH,
7-18 VALVES FOR WATER KQN6 ,
?-.ji.B KATER,AAS IFIFPLE€AL 6ECTtOM1 '
VALVES GALL BE OESIGNED FOP A MINIOLAR WATER OPERATING PRESSLPE OF PW PSI. SATE VALVES GALL BE :010, LIST 14, t
MUELLER COWARD M. A-p38C, PACIFIC STATES, U.S. METROPOLITAN, KEMHLDY, JR M S M.
APPROVAL OF VALVES OTHER THAN MUMELB WE:IFIED GALL BE OBTAINED PRIDA T' BILE OPENING,
PKSa PS SuPtMrntEl SPWFIR KNt HtnE IPEY 07/1S/C51 '
r
7-12.Y CONTINLH
ALL GATE VALVES LEM THAN :2' IN D:AMETEP SMALL INCLUDE AN B' A 24' CAST IION GATE VALVE NED' AMC EXTENSIONS. AS
t F OLIRED. ALL 12' DIAMETER AMC LARGER GATE VALVES SN.:L OF INSTALLED IN A VAULT. bF.E MTER STAND" OETAIL FOP
12' GATE VALVE ASSEMBLY VAULT AMC 1' BYPASS INSTALLATION.
7-14 RRDENMTS
7-14.91211 SETTING HDHANTS IADpITIOAL BECYIONI
' HYDRANTS SHALL E INSIALL'L 1N ACCCNCANCE WI'> AWM SPECIFICATIONS CBOD-77. SECTIONS 3.7 NO 3.6J All THE WATER
STANDARD DETAILS. WDRANT AND GLO D POF S SHALL BE PAINTED IN ACIDIDANCE WITH THE WATER STAIE:AND DETAIL. VON
t COIPLETICN ON THE PRL.ECT, All FIE I TG SHALL BE PAINTED TC THE CITY G RENTON SPECIFICATIOS AMC SLAW
POSTS PAINTED \MITI. FIRE HYDRANTS SH E W SUCH L:NGTH AS TO E SUITABLE FOP INSTALLMO. WITH CONNECTIONS
TO 6', B' 6M IC' PIPING lA TMENDHES 3 - 1/2 FEET DEW JNLESS VEWISE SPECIFIED. Tit HYDRANT SHALL E
DESIGNED FOP A A-1/2 FOCI BURIAL WHERE 12- AMC URGER PIPE IS SHOWN UNLESS CTNEPNISE MCTED ON T'E PLAN.
e7-14.3102' L 3ECTIONe'
FIRE HLRkNT ASSEMBLY SMALL INCLUDE C.I. TEE IKl K FL). B' SATE VALVE IFL X Kli. B' C.I. SPOOL 'E X PEI 5'
M.V.O. FIRE WE"hl Iw COWiCTIONI, B' N Yl' CAST IRON VALVE BOX. AND 8i4 INCH SMLCFLE AM WITH hU:EGSDRIES ANC
TWO CGWRETE GUAR POSTS. PAINT SHACKLE ADS AS SPECIFIED 1H SECTION 74.2.13.
' 7-14.31C31 PEEETT INS F%j6T 1NG H9RAN' PAPTA�PWLACEMEM 6ECTLOMI
REPLACE PAMG.NPH 2 WITH:
' THE METHOD OF HARNESSING THE HYDRANT SMALL E DETERHINEC M THE CONDTTIOS Tom IN THE
FIELL AND SHALL E RESKAMI$ AND 'tBLOCEW A6 DIRECTED BY THE ENGINEER.
T1A.51DV M'pMNT A66EN6LY I6UPPLEME HTAL BECT'DNI
THE LIMIT CONTHACI PRICE PER EACH iCF 'WIWI ASBENBLY COMPLETE' SMALL E THE SAME AS "HYDRANT ASSFMBL" EXCEPT
THAT THE 6-INCH DUCTILE 1RDN PIPE CONNED G THE MYCRANT TO THE MIN SMALL E INCLUDED IN THE UNIT CONTRACT
' PRICE FDA 'HYDRANT ASSEMBLY COMPLETE'.
7-14,51021 REETTING EXISTING HYDRANTS I6IPPIEMENTAL 6ECTIoN1
fBLOCKING SHALL ALEC E INCLUDED AS AN INCIDENTAL ITEI TO •RESETTING EXISTSMG HDRANTG%
' 7_-11.S 1031 POVING QaDN6 ..DMNTS I6�'1EMENTAL SECTIOu1
BLOCKING SMALL ALSO E INCLUDED AS AN INCIDENTAL ITEM TO -MOVING EXISTING KfUMANTS'
7-18 SERVICE OOBlCTIOS
' 7_L5.'. CONSTRUCTION DETAILS 1RWL,;LmSs1. 6ECT10NI.
REPLACE IAt SENTENCE PARAMAPH 5 WITH:
PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL E COPPEP.
' WVANIIED OR DJMLE INCH PIPE.
SERVICE LINE CONVICTION TC THE MEN M.IN WILL CONFORM Tt THE STANDAR' PLANS OF lHE CITY V RENTCk BODE *PEIN AS
APPLICALE. THE ENGINEER WILL INDICATE THE LOCATION PER THE TAPE OF THE NEN M:N Fop EACH EPVSCE TC E
LONNECTEC.
' S St Hc.f.c Wt URnA IPA, 07H5.1151 PKH 27
-It.$ CONTIMU[C
THE CONTRACTDR WILL D1REC' TAP MIN FOP 3/4• SERVICE. THE COMPACTOR FILL U% COPPEP TIISING, TYPE F, SOFT FDF
1/4• ERVICES.
TYPE t COHWECT:UE TO E1t1ST:NG COPPEP SEPV7CES FILL E PADS WITN FLARE TYPE. THEE PAT UNION COLFLIWi.
TYPE 111 WERE E%IST1M6 SALVA.. I SERVICES EXIST, THEY SHALL E AEFL4CEC WITH A NEP =PREP PIPE BEPVICE TD THE '
eflPEFTY LINE. INETER6 6hlL E LOCATED IN PLATER STFIP ETEEN 63DEOUX AW CUBI,
TYPE 111, 061% FUTURE ETLR SERVICES SHALL E INSTALLED THEY SWtll E Im AL.ED AS ABCYE, TO THE PEPEF.Y LINE '
41TH A M LP SOX ILEM 3i4 METER). A SOLID CURE THIIFACED SPACER THE LENGTh 6 A METER SHALL E JWJAL ED 1N
'LACE OF THE METER,
7-17 MROTAWV MElNEM '
7-17.2 MtENAL tpAFTlµ NFPUCENEN"_ TjQiy '
IN PARe6PMN 1 DELFEI A 6 6 CW:::TE. ASESTOS MMK COAPLGATEC STEEL
:M PARASRAPH 4 DELETLt A B 6 CSF:SITE SEWN PIPE 5-05.14 r
7-17_31412 TELEVIS'ON INIS'ECTIDN I6LpL SECTICMI
OME THE TELEVISION INIFECTIDN HAS SEEN CSPLETED THE CONTRACTOR SHALL SUBMIT TC THE ENGINEER THE iI7TEN
REPOTS Of T1HE 1MBP[iTION PLUS THE YID£O TAPES. SAID V1DEC TAPES ARE TD LL 1N COLOR AID.CONPATIBLE WITH THE
CITY'S VIEY.NG AID NECOMING SYSTEPtS.THE CITY SYSTEM ACCEPTS 1/2• BIDE HIGH DENSITY PPE TAPES. THE TAPES RILL SE '
RUIN AT 614DAM WEED BP I1 SAS
7-17.4 MEISPREIHEN• lRtyTlµ P®UCENET ECT10+1 '
REPACL PARAGRAPH 4 SHTH,
9(CAVATIOM OF THE "MR TENCH HILL E MEASUAR THE SAME AS STRLLTL'E DCAVATION CLASE P A6 '
SPECIFIED IN SECTION 2-09
'_L¢ FONT IPATIµ REPLAfFMET 6ECT1ON1
REPLACE ITIH 1 THOLGH S PARAGRAPH 1 BITH, '
1. __Wn RPry S-WWr PUPA', Per Ltna. F-"
2. UEach_•_TF' Per Each t
B. •T.V.•leepectlee' Per LNAP Sm
HEF'LACE PARAGIUPH : WITH,
THE UNIT CONTRACT PRICE PEP LINEAR FOOT FOR SEUEc PIPE U THE RIM AM SIZE EECIFIEC SMELL ,
E FULL COWENSATION FOR FURNISHING, HAULING AM AS&MLIK IRA PULE THE C)HPLETEC
INEIALLATION IMLLCIW ALL SPECIAL FITTINGS, JOINT MTERIALS, TESTING PEP SERION 7-17.914E
AM ADJOETKWV OF IWAM,N TO MANHOLES FOR THE CONPLEIION 6 THE INETALUT 'YH TO THE '
EOU:REC LINES AM SPADES.
"ELETE PALAWAPHI a N 4
1
PASe 26 R,ptersb, Dpclflx Htipes IRe• C7/1S/S51 ,
1-04 CtPE,R1TTEP, WILLSAYS AND IMEETS
P UA,9 11 GEIEN' CpCPETF CUIB6 SIRTEIS AND SPSL YS (PAR[ PEPLACENENT SECTIONI
' REPLACE PAMGNAPH 1 WITH%
CEMENT CONCRETE COPE, CUPS AND WTTEP, SL.TTEP AMC SP:LLILAY STALE E CCMETPLCTGD WITN AIP ENTN..:`et
SMCfE7E CLAW B SPECIFIED ON THE STANDARD PLAME AND COMFORHSN6 IC THE W WIWJ*hTS OF SECTION 6-02.
IN PAKAZAAPH 6. UST SENTENCE DELETE; eCLAS6 r
' 6-0 F16ABT TWFIr CLN AND EACC TRAFFIC CU!
[PET L%CEHENT SECTIOSI
THY CDWW.TOP $HALL FURNISH AMC INSTALL PRECAST TRAFFIC CURB ANC BLOCF TRAFFIC CUPS OF THE OESI61. AMC TYPE
SPELYIE 1N THE PLANS, THE CURB WILL E INSTALLED IN ACCULANCE WITH THESE OPFCIFIU710M6 AID PER THE CITY OF
' MERON STANDARD PLANS AT THE LOCATION$ INDICATEL IN THE PLANS OR AS DIAE17OF BY THE ENGINEER.
t4_.5-PAYMENT (P®LACEIENT SECTION]
' PAYMENT SMALL E MACE BY THE FOLLOWING:
11) 'Protest Traffic Curb. Try. A• Be, it.. ft.
11 'Prec•Ft affta Curb, Typ. C, per Un, It,
' (9) •BLock Traffic Curb, Tn. A^ per L'n, ft.
te1 -lwlc Traffic Curb, Type L^ p.r Lin. ft.
tvjLflw-)C TRAFFIC ERTt•E
t'08.1 DEEP:PT ICN_jPB'U�NENT BECTIOHI
THE CCMTAACTOP SMALL FURNISH AND INSTALL UNITE OR YELLOW Pu 371C TRAFFIC E'TTONB WHERE SHOWN ON THE PLANS, OR
UEPE D:RHTEO BY THE ENGIkEEF.
1 12-98.2 MATEPI?LS f6lPPLEMNF,N1�l SECTIOMI
' THE PLASTIC TRAFFIC BLTTOHS SMALL CONFORM TC APPUCABLE PROVISIONS OF SECTIONS "B end S-2C.
t:RL3 CONSTPI 0T AFOUI FEMENTS [SUPPLEMENTAL 6tCTIDN1
N� THE PLASIC TRAFFIC BIRTONS SMALL E ATTAGH® TC THE PAVEMENT P CASE OF THE FOLLM:NGi
e 1, PbcinS TKk Coat of Not Pevlr,i A.pho,t an Peveeent Surface and fAmt, preeeln2 :M Dutton Onto It.
2. Piotinp AdN..ive (W..,) on pev.pet surf.,.. ." pre..inS if. button p to it.
B-iiB.e MGFIM%�MENT IPEP4CEMENT TON
MEASUPEMET,T WILL E BY THE 01T, COMPLETE IN PLACE.
B-09.5 PAYMENT (REPLACEMEN' FCT]ONJ
tPAYnM SHALL E BY THE FOLLOWIk6:
t11) e10^ nLosttc TYefftc Sutton. CCLorr_" per as.
' &PbAeant.l Spot.frestion, [Rev 07/1yt51 PaSe 29
.mt. LAE NEEBE '
CEMENT (�CTIOMI
W-4SUPOEM WILL E LANE HOOKER, TYPE 1 am TYPE 11 M THE W:T COMPLETE I% PUCE,
�QQ�PAYREM (REPLACEMENT SE'T10H1 '
PAYMENT SMALL E M THE FOLLOWING,
.11 'a' U4 UWE MAPPER, TYPE 1, WN1LF' PWr EKN ,
_•, 'V' LANE UK MARKER, TYPE 11, COLORUSI' Pe, EWcE
MS NpilO)T C'gb '
9 1 ,3 '.DKt&KT1DP REOLI PEMENT (PAMIAL RE➢UCEMEM 6ECTIOMI '
REPLACE PAMAWLAPH A
THE NOWMEN't WILL E FURNISHED AMC SET M THE CONTRACTOR UNDER THE DIRECT SLPLPVISIOW OF THE CITIES SWVEYOR. '
}79 s PAYN�AL j§1PPLEMENTAL BECTIONI
THE WANMENT WILL ALSO E SUPPLIED AND PUCEP AS PART OF 'MONUMENT CASE AND COVER' ANC ALL NOW. IN 6LpPLYING '
:AEG MNWLW SHA.L E CDN6IDERED INCIDENTAL TO THIS ITEM.
" CEMENT CEERETE SIDEWALKS t
t14.2 MATERIALS 1PAMIAL FVUCEr ILT C6E TIOMI '
]ELETE PAAERAPH Y
.._ A A CURING IPARTIA PWLAC°MEN SECTIDNj '
WPUCE PAHAGWH T WITHI
THE CONCRETE SIDEWALK SMALL E CURED FOP AT LEAST 72 "DUPE AS SPECIFIED IN 6-06.311318 OR AS APPROVED VEY '
THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC. BOTH PEDESTRIAN AND VEHICULAR, SMALL E EXCLUDE.
VEHICULAR TRAFFIC EALI E EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER NAY DIRECT.
!16 NIFlNAP '
6-16_ !kUPEPLNT IPAFTIAL PEPi,/.CEMEA: 6ECTIDNI t
REPLACE PARAGRAPH E WITH.
HAND PLACED RIF REAP WILL E MEASURED M THE TON E RIP MAP ACTUALLY PLACED AND ACCE➢TW, t
cRPIACE YAAAGFAPM 3 WITH,
FILT FY BLANKET WILL E MEASURED 1 TON FOR MAIERIAL ACTUALLY PLACED ANC ACCEPTED,
P. AFT 1PARf1Al EPULENEM 6ECTIONI
PARAGRAPH 1 REDUCE 'TSH, 3 1..10 7 WITH, '
3. 'NAPE Ftuw FUR RAP', PA, TPn
7. 'FIN, EIMAeI" PW, TPn
;' ��' SWPIWWentWl 6P'c111cWtle" In.. 07/15/861 ,
REPIACE PARAGRXPY' 3 WITHL
' THE UNIT C(NTRACT PRICE PER TCN FOP 'FILTER BLAMET SHALL WE FULL CUPENSATIOH FOR ALL COSTS 1N
COMECTIUN WITH FURNISHING AM PLACING A FILTER BLANFEI.
Bi0 ILLHNIWATia, TRAFFIC 510ML BTOTENF AND ELECTRICAL
�20.3(21 IXGVAT LNG AM WALFFP LLNG IPEPIALEME NT 6ECT10N�
THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT ■ICTHC AM TC THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED
ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE SAERFILLED IN ACCORDANCE WITH THE
' APPLICABLI PORTIONS OF THE STANIARO SPECIFSGTIDRO.
TRENCHING FOR CONDUIT RUNS SHALL IF DONE IN A NEAT MANNER WITh THE TPENCN BCTTOF SEWED TC PROVIDE A UNIFORN
(RUDE. WE WORK $HALL BE COVERED UNTIL IT HAS BEEN "'NED IN THE ENGINEER. BACAFI.L NATEPIAL USEL FOR FILL
AROUND AM OWP THIS CONDUIT 6'YRTEN SHALL HE FREE — '"Kb GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX
INCHES ABCW THE CONDUIT.
TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BAC[FILL AM SMU ' MIST O NATERIAL AS 1MIGTeD IN
THE GPECIAL PROVISIONS AM BCHEDULI CF PRICES. THE SOURCE AM QUALITY CF THE MATERIAL SHALL BE SUBJECT 'D
APPROVAL W THE ENGINEER. TREMCN SACKFUL WIrM H THE SIDEIMLA AREA CAN E WIDE WITH ACCEPTABLE MATERIALS AOM
THE EXCAVATION AM SHALL BE CONSIDERED A NECESSARY PAR OF AM INCIDENTAL TC THE E=G VATIOh IA ADCORDAMk WITH
THE STANDARD SFECIFIGT10N6. THE CITY RLSEf.VES 111E A16M TC WAKE WDITIOW OR DELETt;BS TC THE TRENCH WHICH
MOVE N:CLSSAM FOF THE LUF2TION OF TH16 PROJECT.
' THE MINIMN EICTH FOR THE TRENCH HERDED WILL BE AT THE IPTIJN OF THE CONTRACTOR. TRENCH NI'1TY WILL, HOWEVER, BE
OF SUFFICIENT SIT' BO THAT G_L OF THE NECESSARY CONDUIT LAN WE .WIALLED WITHIN THE DEPTHS ®EDIFIED SMILE
HAINTAIWING THE MINI" COMER.
2:2O.3141 FOUCATIONS - CONCRETE FREPLACNEM gila*1
THE CONTRWTOR EHALL PROVIDE ALL PATERNAL FOR AM CONSTRUCT TM. FOUNDATIONS FDP AM TO THE DINEMIONS SPECIFIED
IN TABU t BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE INSTALLED THEREON.
ALL EXCESS MATERIALS ARE TC BE RE40M FROM THE FOUDAIIOM COMTRICTION SITE AM DISPOSED OF AT THE
' CONTRACTOR'S EXPENGF.
CONCRETE SHALL BE PLACED AGAINST UMISTUFWL EARTH If FOSEIBLE. BEFOW PLACING TM CONCRETE THE CONTRACTOR
SHALL BLOCK-00 AROUND AM OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SC THAT THE CCNCRFTE WILL
NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUIDATIONS SHALL BE TRAELED, BRUSHED, EDGE' AND FINISHED IN
UDR(MANShIP-UA. WANNLP. COMPETE SHALL BE PROWTLY CLEANED FRIDM THE IXPOSED PORTION CF THE ANCHOR BOLTS AM
' CONDUIT AFTER PLACEMENT. FOUDATION SHALL ALL BE CUSS •B• CONCRETE.
AFTER A CU11NG PERIOD OF TWC WLEN.S, THE CONTRACTOR WAY INSIALL THE APPLICABLE EVICE THER'ECh.
' TABLE T
jYPk R DEt'1GE DINEMIOM6
Street Light ROLE A' Deep a 3' SR, or C,A.
S'Gral Pt Le 7' Deep a B' Sq. or D+V.
' 6MOrel Cent alter See DeteiL $Nee•
Street Light Control CubMoet 6eo Detail Shoot
So.'at Mee Be. Detotl $hnt
t
Str ,. :u $Pet+fiat,one IWr 0'^` 0•. Pqe 31
;ti4.41A� COMTIMLIH! ,
ALI. CONCRETE FOUNDATION$ SHALL H CONSTP:E'TSO IN THE NANN:P SPECIFIED FELON,
11 PC Rk 61DENALN ON, MIBM 16LANOS APF TO H CONSTRUCTED AS A PAM O THIS PRDJECT, THE TOP OF THE ,
FOUNDATION 6NMLL H DUDE FLASH WITH THE TOP OF THE 6IDEN LX OF ISLAND, (SEE DETAIL SWEET)
E', ►MERE NO 6IDEWAUS ARE Ir H INSTALLED, THE GRADE FOP THE TOP OF THE FOUDATION SHALL H A6 SPECIFIED BY
THE ENGINEER, IEEE DETAIL 6HEET] '
ALL CONCRETE FOUDATIONG bHOLL H VENTED AS PER GTATIONIMC ON THE PLANE OR AS IA:ATE FV THE ENDINEEP IN THE=1ELO. '
'+20.3[61 CONIU'T Ipt;'UCEHENT HCTIONI
THE COMPACTDR SMALL PROVIDE AND INSTALL ALL CONDUIT AW HCE66AM FITTINGS AT THE LDCATIOS MOTS ON THE 'PLANS. .ONDU17 OIZE SHALL FE AS IN:GTED M THE WIR:N. APO CONDUIT SCHEDULE SHOW, ON FLAMS.
COMUIT TO H PR,,VIDE: AM IN67ALUM SMALL H OF 'L TYPE INDICATED BELOW; '
11 SCHEDULE 49 HEAVY NALL P.V.C. RAHf DMIHS TO ASTN STANDARDS 6MLL H USED WNEWWp THE CONDUIT 16 TO FE
PLACED CTMEP THAN WITHIN TIE ROADWAY AREA,
21 BCH®ULE K EXTRA HEAW WALL P.V.C. CONFORMING TO AST} MANDADS 6NALL WE USED WEN THE CONDUIT 76 TC
BEPLACS WITHIN TIE ROADWAY AREA.
ALL ,DIMS SHALL H MADE rTH 6TAICT COMPLIANCE TO THE IIANIi ACTUNEP'6 FECOIMFIDAT3OS REGARDING CEMENT USED AN t
ENVIRONMENTAL CONDITIONS,
5-20.3E6: JUNCTION SOKES IRFFLACEMENT 6LLi ON '
711E CONTRACTOR SMALL PiEVIDE AND INSTALL JUNCTION S MEE O THE TYPE AND SIZE AT THE LALATIOM" SPECIFIED IN THE
PUNS ART AS PER DETAIL WEIS, ,
THE IMBLPIMIOH ON THE COAPS; O ALL JUNCTION E10KE6 SHALL H AS INDICATED P LOMD
11 STREET LIAMING ONLY, •LT6HT',47 '
2) SIGN%. ONLY, 'SIGNALS"
31 TRAFFIC SIGNAL AN STRFM LIBMIN6, •76-LP '
A) TELEMETRY ONLY, •TELBIETPr
IMERIPTIC S ON JUNCTION "ES PEEFONMINP'YE SAME FUNCTION. I.E. STREET UGMING, TRAFFIC 6I Gm OR BCTh,51ALL RE COM6IGTEM THROUGHOUT THE PfV- ,T. 1
ALL JUNCTION SEXES SHALL H INSTALLS' IN CONORMACE WITH PROVISIONS CONTAINED IN THE MANDANC PUNS AM O17'A,L SHEETS. '
THE UNIT COHERACT PAID PEP EACH FCF •DEEIEN r OR 'DES'" C JUNCTION SOK SHALL SO FULL COMPENSATION POP
FWMI61^NG SAME AN FOR ALL COME OF LABOR, NATEP3AL, TOOLS, AND EOUI.4*67 NECE66AM TO PROVIDE AND INSTALL THE
JUNCTION MAE$ INCLUDING S(CAV.ITIOM, BACrXILLINF AND CONFACT10N ALL 1N ACCORDANCE WITH PUNS, SPECIF3"ATIOS AN,'MAIL WETS.
i'20.31G1�jM�. IRSPUCFNEM fECT10N1
ALL STREET LIGM GTANDADS, SIGNAL POLZI, 616PNAL CONTROLLER CAG:ME76 AN SIGNAL/LIGHTING BERVICE CABINETS SHALL
H GROUNDED TO A COVER CUD SOLID METALLIC ODUND ROC NB• IN DIAMETER A 6'0• IN LENGTH COMPLETE WITH A NE GAPE
COPPER SOWING 6TPAP LOCATED IN THE NEAFEM JUNCTION BD), GROUPS AODS ARE CONEIOEIEi MISCELLANEOUS ITEMS AMC THE COS' I6 TO H INCLUDED WITH THE SYSTEM DP CONUTOR6,
RKN 32 6„pb�nlAl BpK1TMRMNPOA (hY C1/1'W BSA '
1 &3mLnLIEF+:-€-Lw1g1wNT_.SES_TgR,1
TWEE TYPES OF POWEF SERVICE ARE MEL AS INDICATED ELLO1
1 " TYPE 1 EYOLM SMALL E SINGLE PHASE 100 VOLT. 2 MIRE, 60 CYCLE A.C. IIIAFFIE SIGNAL 6FRVICE MLYI
KI TYPE I1, SYSTEM SMALL E SINGLE PHASE 84O VOLT. E WIFE. b CYCLE A.C. ISTEET LIGHTING MON CORAR0
1 INDIYIC.AL CONTROLLED PMTC-{ELL WITH NO NELTRAL WIRE)
3) TYPE III SYSTEM SHALL E SINGLE RASE I2O/240 VOLT. 3 WIRE SO CYCLE A.C. (STREET LIGHTING
CONTACTOWTRAFF',C SIGNAL, GMOUMED NEUTRAL SERVICE)
1 THE POIEF SERVICE PC1NT SMALL E AS MOTEC A THE PLANS AM SMALL E VERIFIED BY 7HE ELECTRICAL SERVICING UTILITY.
F'PO 31131 Il IMTION-R_cy�T F,§F ISPoLEMENTAL SECTION;
1 UMEFK U M COMLCTORG FOP THE STREET LI5WIW CIRCUIT SHALL E 67RAPER COWER, INN OWE WITH am VOLT
INSULATION OF THE SIZE NOTED OK THE PLANS AM WIRING SCHEDULE.
1 SPLICING OF TOE STREET LIGHTING CIRCUIT WILL E RACE DNLY IRA JUMTIM BONES AM THE SPLICE K7T GHALL COMIST OF
A PRESGUHt TYPE DEVICE OERE THE CONNECTICN OF THE WIRE TO THE KIT 16 ACHIEVED A PRIMPING UP M A COMPRESSION
VOLT, NO MST ON TYPE CONDUCTORS SHALL E ALLOWED. AFTER THE FIT MS BEEN INSTALLED, ALL VPOSEC SUPPACEC IF
1 WIRE AM KIT SHALL E PLACED IN A CLEAR PLASTIC FORM AM FILLED WITH EPJ V TO FORM A IATER-TIGHT SEAL. MATERIAL
MET FOP THE SPLICE RIT SMALL E COMPATIBLE WITH THE WIRE MATERIAL. TW OUQ CISCONECT FITS. S.E.C. CP EQUAL.
SHALL BE FURNISHED AM INSTALLED. WITH FUSES, BY THE CONTRARCR FOP EACH LIGHT STANDARD 1NE7ALLH. ALL
1 MIMALS SHALL E COMPATIBLE WITH THE COPPEP CONDUCTORS AM ITS INSULATION. ME CONTRACTOR SHALL SUBMIT
SAMPLES OF THE CONNELTOPS PNIDPOSM FOR ,16E TO THE ENGINEER FOR APPROVAL
1 &20.3I131A LIGHT ETAgUAMG MILE % N.AL 5ECT10N1
THE HAND HALL SMALL BE LOCATED 80 TO THE CAVIT ARM ON THE SIDE AWAY PROM TRAFFIC. A GROUNDING LUG OR NUT BULL
E PROVIDED IN THE YAM MOLE FRAME OF THEM THE HAND HOLE FRAME OH INSIDE THE POLL SHAFT TO ATTACH A GROUND
1 FINDING STRAP,
ALL POLES AND DAVIT ANDS SHALL BE DESIGNED TC SUPPORT A L'JMINAIRE WEIGHT OF 5C US. OR MORE AM TO WITHSTAND
1 PETSLRES CAUSED BY VIM LOADS OF 85 M.P.H. WITH GIST FACTOR OF 1.3.
ALL POLES SHALT MAINTAIN A MINIMUM SAFETY FACTOR OF 4.3B P.6.7. ON YIELD STENRH OF WEIGHT LOAD AM 2.33 P.S.I.
FOP MIC WIND PRESSUFTE,
1 e�r1T A�
1 THE DAVIT STYLE AMR SHALL IWORPORATE A SIR- RADIUS END AS MEASURED FROM THE CEN7ERL/E OF THE SW,. THE
OL7ER PORTION OF THE AM SHALL BE WANLY HORIZONTAL TO .2" ABOVE MCR1ZOTAL AM SMALL BE FOFUIISWC WITH A P-
DIAWTEF SLJPFITIER WITH A Wl% LENGTH OF ^- - TO FIT THE ..1E SPECIFIED,
1 THE POLE END OF TM DAVIT ANY TUl1E SHALM BE FASTENED SECURELY TC THE TOP OF THE DAFT PFULCIHG A FLMP JOINT
WITH AN EVEN PROFILE,
1 ANCHOR BASE
A ONE PIECE AMHUF fit" CF ADLO-1 E STEMTH, SHAPE AM SIZE SMALL E BECUAM TO THE LOWER END OF THE SHAFT 60
1 THAT THE USE NWLL tlt O.-"LE OF RESISTING AT ITS YIELD POINT THE ENDING MOMENT OF THE SHAFT AT ITS YIELD
POINT. TE RAGE SMALL BE PROVIDED WITH FOUR SLOTTED OF ROUND HOLES TO ECE:h TE AMMOP KILTS. RUT COVERS
:HALL BE PROVIDED WITH EACH POLE,
i
1
1 SVDUWwetu 6DMc N+cn+oa (Wr 07/15/151 P.D. 33
lQO.V131A CDNf IMt®
MOM BDLT6
FDUM MIDI STW-WT" STEEL ACHCP BOLTS. EACH FITTED WITH TWO IEOUNUT6 AM TWO WRE ERE. SMALL E FU MISMEE BIT" THE
PELF. EACH AMC1OP BUT SMALL NAVE A A' 'L' EMC AT THE OTTOI EIS) AMC E THREADED AT TIE T6 END. TAEAED
ENDS. ALL MANS AMC WASHERS SMALL E HOT O.P GLVAOZEC. THE AMENDS, JOLTE SMALL E CAPABLE OF E6161ING AT 176
YIELD PC1MT THE EMCIMG MOMENT OM THE SHAFT AT ITS YIELD KINT.
%MLLAMEOLS AEDWARE
ALL MAR+WAE [BOLTS, MNS, EAEMS. WASMEFS, ETC.1 WEEDS TO COMPLETE THE INSTALLATION SMALL E STAINLESS REEL. I
I.D. (IDENTIFICATION FOP KLF61 I
THE CONTRACTOR BALL SUPPLY AID INSTALL A COMBINATION OF "16ITS AMC ONE LFTTEA ON EACH L'6M POLE. THE UTTM
AID MLBMEPS COMBINATION SMALL E MOUNTED AT TOM 16 PON LFVEt ON THE POLL FACING APPFOACHIH6 TRAFFIC. LEGENDS
SAL, E SEALED WITH TRANSPARENT FILM. RESISTANT TO 0UET. V 'HER AIL mlj AV1OLET E1IPORNE. TIE DECALMAIW EPS
&HALL WE INCH SWARE WIT" 6CTHOC OLD. WROTE REFLFLTORIZED F INCH LEGEND ON A BLACK BAQCIOUIL.
:.D. MUNEP BILL E ASSIGIOT TO EACH POLE AT THE END OF THE CLTMRACT OR PMCJECT BY THE CM TRAFFIC Eb1MEERIIw
OFICE.
MIT FOP THE DECALS SHALL E COGICERED INCIDENTAL TO THE -WWT BID.
DELETE COMPLETE SECTION AM REPLACE WITH THE FULLDWIAGI
UEDIT 6TANDARDS GALL E SPUN ALIMIMM OAVIT STYLE AMC SMALL NEFT THE POLE DETAIL EDUIROEM6 INDII:Ay� ELL► I
AID TIME DETAIL SKE76 AT THE END O THESE SPECIFICATIONS.
THE POLE SHAFT SALE E PROVIDED WITH A A• . B• FLASH AMC MILE MAP THE BASE AM A WATCHING METAL MVEP 6EL'w
WITH STAINLESS STEEL SCRIEVE OR BOLTS.
ALL TENONS SMALL E F&V7 INSTALLED AND ALL WELDING SMALL E COF^LFTEC PRIOR TO GALVANIZING.
ALL SIOAI POLE rOMATIOE $MALL E CONSTRUCTED TC PROVIDE THE POLE ORIENTATION MOTE) 1% THE PLANE.
THE PCIE SHALL E ADJUMEL FOP PLOM6 AFTER ALL IEIDE GIBMRL EQUIPMENT HAS EkN METALLIC THEREON.
1'2C.3114`-EEMAL 616TBS ISUPPLEnr.AL SECTIO.1
".I 616ML CONDUCTORS SMALL E $TRAM)® COPPER AMC SMALL HAVE SOL VOLT TMA INSULATION AND E O THE SIZES NOTED
ON THE PLANE. ALL MULTI-LCNDULTOS MeD FOP THE SISAL SYSTEM SMALL CONFORM TO DIVISION 1-29.3 AM SALL E OF
'ME G12ES NOTED ON THE SIGNAL WIFIM6 SCHEDULE AID W',P1NG DIAGAE'N.
ALL STFAMDED MIRES TEWIMTED AT • TERMINAL BLOCK SMALL W 1A CIEH END, CREW MU DOCEPUSS TEWIML
COMNECTOP. AID ALL SOUL WIRES TERMINATED AT A TEININAL BLOCK 6 L HAVE AN OPE' END 6O+ERED TEWIML
MWCTDR, ALL TERMINALS SMALL E INSTALLED WITH A TOOL DESIOED FOP THE INSTALLATION OF THE COPECT TYPE O
O MNEE OF ARE, CPIMPIMG BITH PUEA6. WIFE CUETEAS, EEC., WILL NOT E ALLOWED. ALL WIPING IMIOE THE COTRULEP
CABINET SMALL E TFIMIH AM CABUD TMTMEF TL NUKE A EAT. CLEAN APPEARING INSTALLATION. NO WUCING OF ANI
TRAFFIC SIGNAL CODD.'TOP SMALL E PERMITTED UNLESS CYAPWIGE INCICATED ON THE PLANS. ALL CONDUCTOR FRINS SMALI
E ATTACHED TC AINOPRIATE SIGNAL TERMINAL 8OAW6 WITH PRESSURE TYPE BIMOING POSTS. THE ONLY ERCEFTIDS SHALL
E THE SPLICES "P DETECTOF LOWS AT THE NEAREST JUCTIM BOMI TO THE LOWS.
1
1
NSA m 6HPNAMFLA; SPAP111CRt1RP1 ARMY OT/16,'BJ
t1-20.31WC TEST FOR IMDUCyj0N LOO'6 AW IEAE'7Mj.eFEES EAODITIOMO RR10N1
' THE CONTA CTOP SMALL FEEF RECORDS OF FIELD TESTING AND SMALL FURNISM THE ENGINEER WITH A COPY OF THE RESULTS.
}20.Si tAIE SHOAL 6TAWAR6 Lp&67LCEMEM SECTION]
THE COWTRACTCP SMALL FURNISH Ale INSTALL TRAFFIC SIGNAL SEAWARDS IN ACCORDANCE WITH TNE METHIDS ARE MATERIALS
NOTED IN THE CONTRACT PLANS AND TREIE ®ECIFICATIP6.
' ALL POLE OIENS.O AID DRIENIATIOFS WILL E VER:FIEC M THE ENGINEER PRICK IC FABRICATION.
ALL EWiRUCE6 REQL:REE FOP pOLEMGM EG S1fk%L MEADS. CABINETS. SIGNS, Pd EETR1AN PUSH BlTTCN ASSEMEL.ES, ETC,
SMALL E F:ELD DF:LLE'.
@3Gi MF/u`iRE%EHT 'REPIACENEM SECTION_,
MFASUHEIIEW FCP TRENCH AM BACKFILL FILL E BY TE LINEAR FCM.
MEAGMEMEN: FOP SELECT TRENCH BACSFIIL WILL E BY THE TON.
WASUREIE- FCF FOURDATIOG - CONCRETE. WILL E IT THE OUT FOR EACH TYPE SPECIFIED, CONCLETE IN PLACE.
MEISURCM0 'JP CONDUIT WILL E P• THE LINEAR FOCI.
MEASLFEFE F" Op .UWCTION @FS, BILL E BT TIE OMIT PEP EACH TYPE SPECIFIED, COMPLETE IN pLACE.
MFA6IMEMF'. -OR LIGHT STANDARDS, W:LL E BY TE UNIT PEP EACH, COMPLETE IN PLACE.
' MEASUPAKN' FOP S:GML STANDARDS WILL E BY THE UNIT PER EACH. COMPLETE AND IN PLACE.
NcA63FH'EnT FOP DFTECTIM LOOP RETLRM CAW E/C BID WILL E ST THE LINEAL FOR LOPLETE IN PLACE.
MMSURENk MT FOR SHIELDS, PE--WTIDN OJIGLE 3/C BW WILL E BY TIC LINEAL POUT, COMPLETE IN PLACE.
MLASLPEMENT FOP SHIELDED INTERCONNECT CABLE, _RR WILL BE BY THELIEAL FOCI, COMPLETE IN PLACE.
MSASMEWW FOP TRAFFIC SIGAL VIRE WILL E BY THE LOP SRM, COMPLETE 11 PLACE.
MEASUREMENT FOR L CHICLE DETECTOR, 0DLE71fM LOUR W:LL E By THE LINEAL FOOT SAW CLT, COMPLETE 1% PLACE.
r29.1 PAYMLHT JPEPCA PEW fiECTION1
Pt KW WILL E MADE UNDER,
1) 'TRENCH APE BACSFILL. ___VIDE. __DES". PW, LlHeol Foot.
2) 'SELECT TRENCH GAZKFILL', Pa, Ton.
' THE UNIT CDMTPACT PRICE FOP TPEWH AW SACRF1LL PER LINEAR FOOT SMALL E FULL COPENGATION FOP
EXCAVATING, LOADING. MAULING AMC OTHERWISE D'SPOSINO OF THE WASTE MATERIALS. FOP BACXFILLIMC AND
TAMPING BACAFILL MATERIAL ANC FOR TK RESTOPATIO, OF THE TENCH AS SHDA ON THE PLANE 7P RE DIRECTED BY
THE ENGINEER ALL IN ACCORDANCE WITH THESE
WE SAL P1If'OG Alt THE STANDARD AND UR 'F PLANE AECICATIONG.
el FOUDATIOW PER EACH
AI •CONDUIT, P.V.C.. SOMMULE 40. _' PM, LIH. Ft.
' Bi •CONDUIT . P.V.C., SCHEDULE K,_' PW, LIH. Ft.
61 `DESIGN JUNCTION BIN', PER EACH.
TI 'STEEY LIOTT 61AWARE PEP EACH.
BI 'SIGNAL 6TAWAR•, TYPE_- PER EACH
B) •DETECTION LOOP RETURN CABLE, E/C' 60C.• PEP LINEAL FOOT
701 'WIELDEC PRE- EIFTION CAELI, LC SW' PER LIN. FT.
TTI 'WIELDED INTERCONNECT CABLE, _PRE PEP LIN. FT.
' EPI 'TRAFFIC SIGNAL WIRE' PEP ,LW SM.
121 'VEHICLE DETECTOR. IWUCTIO, LCS^ PEP LIKAL FOLT. SAW CUT.
THE UNIT CONTRACT PRICE 'IA EACH ON SIGNAL STANDARDS AND PEP UN. FT./LNP SW OR TRAFFIC 6IOML SYST04
' VIRE PILL E FULL COPENSATIM FOP FMN16HIRG AW INSTALLING THE STANDARDS AMC WIE Alt FOP ALL OTHER
MATFPIALS, TDOLS, EWIPMENT NECESSARY AMC/OP INCIDENTAL TO THE INSTALLATION AS PEP THE CONTRACT PLAMF
AND THESE SPEIFICATIOE.
1
B'D UFWPU: W<•f�utionW Ihr 07/15/65I PWB• 35
F!! Mr'(.r HYNBTIQ
t ice. :ltr�'. _..'"`._'AR�31 PESUGEI�ENT BECtI0N1 '
DELETE AND REPLACE WITH, '
A SHOW YELLOW LIME A INCHES WIDE. THE SCREW OF -SIP PATTERN SHALL RE BASH. ON A kb-FOOT UNIT
MKIWT106 G A 10-fOCT LINE ART 15 FCCT GAP. G:P CENTER STP:PE IS Llaw AS CENTER LINE DE'SUTATION ON A
TK LANE TWO WAY RDDWN . '
wit YELLOW TENTEN MIRE - DELETE AND REPLACE WITH,
TWC 600D YELLOW UNES, EACH 4 INCHES WIUE, SEPARATE BY A 4 INCH ®ACE. DOUBLE YELLOW CENTER STF:PE IS
USE AS CENTER LINE DELINEATION UN WLTI-LANE, TWA-WAY ROADWAY AND FOP CHANNELIUTION. ,
Q STRIPE - OFLETE
�E STRIPE - CEU. k AM REPLACE WITH,
APPROACH ETF/PE - A SOLID SMITE 1E. S INCHES WIDE. W&C TO DELINEATE TURN LANES RON THROUGH LAWS, FOP
TRAFFIC ISLANLS ANC THOSE HASH NAME '
-01 STFIPE - DELETE AND NEFLACE WITH,
A SCREW MITE LINE, 4 INCHES SIDE, USK TC DELINEATE AD,ALENT LAMES TRAVELING IN THE SAME DIRECTION. THE '
W"EN OR 'GRIP PATTERN SHALL E SASE ON A Po FOOT UNIT CONSISTING OF A 10 FOCT LIE AND 16 FOCT W.
NC RASE STRIPE. DELETE
FLVER6I01-1 LAN: 67FIPE- DELETE ,
M• LFfT TURN t�'P1PE - DELETE AN REPLACE WITH, '
A SOLID YELLOW UWE. 4 INCHES WIDE, WITH A ISMEW YELLOW LINE, 4 INCHES WIDE. 'PARATED CY A 4 INCH
SPACE. THE WMEM OF 'GIP PATTERN WILL E BASH DA A 25 FOOT UNIT COH4-ISTING C A 10 FOOT UME AND A 15
FOCT ®ACE Will OFTAIL 61E0I. '
MRF'•ER 6TFIPE - DELETE AM F,0PL4CE WITH,
A WLIG YELLOW UMW, 16 TJ 24 INUEB WIDE.
Y 61P1PE - DFLETE A C IEFLAU WITHi '
A SOLID WHITE UNE, 12 INCHES WIDE. INSTALLED PARALLEL TG ANCTHEP CPOSSWAL GTP:PE WITH AN B FOOT SPACE 1N
NETWEEN THE LINES.
�1¢_1PF - DELETE AN REPLACE WITH, t
A SCUD (MITE LINE. IN WIDIH6 OF 12, 16 AND 24 INCHES. THE WIDTH SHALL E 1101UTIL ON ThL CONTRACT FLAK. t
TNLFIC AVOW - DELETE AN REPLACE WITH,
A SOLID WHITE NAEDING CONFONMIN C CONTRACT PLAk6 AN OETAIL SHEETS.
LbKFU—VL % - REPLACE WITH TRAFFIC USE - DELETE AWL REPLACE WITH, '
A WHITE MARRING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANE AHD DETAIL SHEET.
i CLE OE7ECTOP PIK - DELETE '
F22.616PANCCb FOP LANE STRIPES IRFPUCEMEM�F IOMI '
ALLOMELF TDLEMNCES FOR MIRES AFL AS FOLLOWS:
LENCIH OF STFIPE - THE LONGITUDINAL ACLWULATIVE EPFOP WITHIN A 25 FOOT LENGTH CF GIF STRIPE SHALL NLT
HEED PLUS OR MIMLS ONE INCH. WIDTH IF STRIPE - THE WID' T STRIPE SHALL NOT WRY HOE THAN PLGF OR ,
MACS 1/4 INCF.
PAgo 36 GUPt*MrZlt GPKITI[6L10M IPA. O'H5/85]
9-Q2.3161 PAlIR/Py�6'f Ij'_6"J1PL LI NE6 REMOVAL INE`_6ECT I9N�
OEM 6HOH, ON THE PL,M On DIRECT® dY THE ENGINEER, THE CONTBAI'l LA SMALL REPOVE aLl OW CONFLICTING S791e E5 OR
{ IINES.
■■ tit,„M_ �ftENEATy}7EPUCENENfJUT ION)
' %EMMEHENT SHALL IT PY THE LINLJL FI DT FOP 4 INCH Wins ML C e,n,PE, WITH NO DEPICTION WE FOR THE Se IF
BLTVIEEH THE 6791PE5 HEMMED. B INCH. VICE SOLID 6TPIR`C, 12 INCH VIDE CPOSSVAU, BARRIER V PIPE, STOP BAP,
TRAFFIC AFF`OG AM TAAFPIr. LEGEK •ONL1"' PEP EACH. MEASUREMENT FOP ALL ITBMS SHALL SE COMPLETE 1N PUCE.
' MEAAUREMEM FOR PAINT/PLASTIC STPIPE USE REWCM. BILL OF ON THE LIHEAP FOCI OF _ • WIDE LINE
' 6-22.5 PAVPES7 IRPIMPENT 6ECTIJ_NIN'
PAYMENT 6NALL BE WE IIROERt
' 1. "Hind A• Vida SoLid Stripe Nr Linear Foot
Q, •Pained 6" Vida ScLid Stripe Per Linear Foe.
9. 'Pain tool _• side Berner Strtpf Per Linear Foot
4. "hinted 12" Vida Cmuolk• Per Linear Foot
5. •gain ted _• Vida Stop See Per Linear Foot
6. `hinted Traffic Arroe• Par Each
' 7. 'Painted Traffic LpeM • Per Each
6. •Ptotic IS' Vida Crotaea Lk" Par Linear Foot
B. •Pleattt _Bide Stop Be,' For Linear Foot
10, 'Plastic Traffic Allot" Per Each
e II. `Fits Stic Traff.a Legend • Per Each
12. •Rawovat of Paint Lima _'Vide" par Lin. Ft.
13. 'Peeo Val of PlaetiC Lina_•bde Par Lin. Ft.
' 0-40 AGGREGATES
9-03.10 AGGPEEATE FOP GRAVEL BASE IPAFTLAL REPLACEMENT 6ECTIONI
ROD TO PARAGRAPH 2 SENTENCE t
..,.,.Pt that in no case shalt the ea.iWe Site Ucoed e1jnt (B) inches.
REPLACE PARAGRAPH 3 VITHi
Gravel Bau araU met the feLovIng re,uiromenu fcr grading snd quality who placed in hauling variety,
for del,very tp the roedoy, trencn or during eenufactun end pteceaeat into a temporary stockpi to, The
exact point of acceptance milt be datersinsd by the Engineer.
GRAVEL BASE GRAVEL BASE
CLASS A CLASS 6
1 Posting 1/4. 61.vs 25% a+n. 25% ear.
75% wex. 75% wax.
' Pa6,ing D.S, No. 201 51 ea•. 10% wax.
Sieve (Vet 6lovingl
P',Sing 1200 IBat S.ovingl 2/1 Wx.. 2/3 esa,
' P" Ing $40 (Send ERulvam,t) 50 air. 30 air.
Wplarrtel 6pecif,cottons (Re. O7.115/B51 Fog, 37
4-03.12111A CLASS Ljpff ACENENT 6ECTjQNj I
GRAVEL MCFiIL L FOR FOLWUATION, CLASS A. SMALL CONSIST OF .01SHEC RATERIAL ARC. SMALI. COKORP, TO THE PEOUIRENERTE
OF SECTION ".6 FOR OALLAET.
�03.12(11� CU6£ F IPEPU.CEIIFM SECTION;
G,4WL SACKFILL FOR FCIPGATION6, CLASS L. I6 NOT AN ACCEPTABLE SU6.STITUTION FOP GRAVEL BFWILL FOP FOLOCATIONG, '
'LASS A. UNLESS W ROVEL IN WRITING BY THE ENCINEFR. IF APPROVED THE GRAVEL SAIXEILL FOR FOUMAiIM, CUSS B.
SMALL LIMFO(M IC THE PEOUIREWENTS OF 8-03.1131C QAI`TN( 34 OF 9-03.10 AGGREGATE FOP GRAVEL BASE. CLAW A.
9-93,12131 FeAVER. BAIXF:LI. FOP PIPE BFDDIN6 (PARTIAL fEP'ACPNF.M 6ECTIONN
REPLACE SENTENCE 1, PARAGRAPH 1 Kink
GRAVEL BCCUILL FOR PIPE 8®C1NG SHALL CONSIST OF PEA GRAVEL.
ADD:
WCN APPRCVEO IN WRITING M TEE ENGINEER. OTEEP CRLSIRE, PROCESSED OF NATURALLY OCCLWIIN:G YUNUUP MATERIAL
HEET'HG TEE REOt1PBENT6 U67EO ANCA CW BE USK AS fiMN:L BALUILL FOR PIPE BEGGING.
Y-OJ.1�..�AVFL mIViOM 19FJUCEMjM 6E4i�(H'1 y'
GRAVEL BORROW 6M1LL CON RE!6ISr OF A CLASS A A A CUSS R BCAROW COHFOM:MG TO TM UEOLIIREPENTE OUiII MEO IN 8-03.10
GR t
AGGEE:.ATE FOR GRAVEL BW
8-06 OWNAGE FACTURES. CULVERTS AND CONDUITS
6-06.1 DRAIN PIPE 1PAMUL_MQCF•rW SECTIQNj
DEAETt: ALL WEEIENCE TC AN ALUMINLM COATED 1ALJRINI4O'1 COMUGATE IRO: ON STEEL DRAIN PIPE FAUN THIS SECTION, t
t�I� L2JJJA EEC DEF`SN IPt NT 6ECTIDNI
DELETE SENTENCE 2 PARAGRAPH 1 t
"5.1C STEEL 67OW U9 PIPE (PARTIAL p$UCEMEM 6ECTI�IN1
REPLACE: 'TREATRENT S' ■ITH 'TREATHEM 1' '
E-4F.11 ALIMINLM STOW SEWS PIPE IPAFTj . REPUGEMENT 6jC.j,>rj
DELETE: 'nupt tmt pmtoctin cootlnp Moil A. TTootwnt E%
1-9,12 PVC QEWEP PIPE PAFTLAy REPLACEHENT SECTION) '
DELETE: PARAGRAPH 1
}-06 13 DUCTILE IRON HKE PIPE IPARTIAL REPLACEREM 6EL'TION) '
-ELETE PARAGRAPH 1
■�e
w
°pA 6NPLFRontol SpociflaclonF IPn 07/16/861
C
' ►p ILLNIIATION, SMALL, ELEOMDA.
ILUA CONDUIT IRAPLACF.ENT SECT_Li
THE CONDUIT P.V.C. - HONHME7ALUC SHALL CONFORM TO ARTICLE SAT OF THE CLCC AND AM STADARDS,
' THE CONDUIT SHALL BE OF THE TWO TYPLE INDICATED BELOW,
'I) BCiI®ULE M &TRA HEAVY WALL P.V.C, CONFORMING TC ABTA STANDARDS,
' 12) SCHEDULE f NE.AW WALL P.V.C. CONFORMING TC Arl STANDARDS.
' P2G 2 JUCTION L"?ES IREPLACENENT SECTION
JUNCTION OWES SMALL BE REINFORCE CONCRETE WIT* 61EEL FRAAE ANCHGREL IH PLACE AND STEEL COVER PLATE jDIMOFD
PATIER� AS INDICATED UM DETAIL SHEETS.
' TE INSCRIPTIONS ON THE COVERS OF THE JUNCTION ®(ES SHALL E AS FOLLOWS;
ill SIGNAL ONLY, 'SIGNALS'
' W MEET LIGHTING ONLYM •LIGNTINV
(3) TRAFFIC SIGNAL AND STREET LIGHTING FN:ILITIES, '161.1
THE ANDIT 1NECPIPIIONS SMALL NCT BE H16ER THAN THE 'OP SUM ACE OF THE COVER PLATES.
V-M3 _ry"IOS. CABLE IREPMACEMF NT 6ECTION1
' ALL SIGNAL CONDUCTORS AS INDICATED ON THE PUNS SMALL BE PT%JMfit COP ZF AND SHAL EMPLOY SOD VOLT INN
INSULATION OF THE 617EC Ert ED ON THE PLANS. ALL ELT: CONDUCTORS USE FOR THE SIGNAL SYSTEM SHALL CCNFOIM TC
APPLICABLE PROVISIONS CONTAINED IN THE STANDA% SPECIFICATIONS AHD SHALL E OF THE SIDES MCTEC UN THE SIGNAL
WIPING DIAGRAM,
THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETLHM CABLE SMALL BE A SPECIAL COMUNICATIOS CABLE. THIS CABLE
&ALL E ELDEN, ELDFOIL 8720, 01 EQUAL. WITH 014 AVG CONDUCTM6 STRANDED (16 F 27). THE CABLE SHALL NAVE
POLYETHYLENE INSULATE COPPER CONDMIONG, AN ALUMINUM POLYESTER SHIELD, A TUWEEI COPPER ORA.N WIRE AND A CHROE
VINYL JACKET.
THE 3/c SHIELDED PRE EE'TION DETECTOR CABLE SHALL OE 3-0 ME CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM
THE DETECTOR UNIT TC TE CONTROLLER CABINET AN. E SPLICES WILL E ALLOWEV.
THE SHIELDED COIWWMICATIONS'61GNAL INTER.�MNEC7 CABLE SMALL MEET THE FOLLOWING;
1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED CWPLP, 672E 1B AWo.
2. INSULATION; SOUC, VIRGIN CGH DENSITY POLYETWLEE DF POLYPEPYLENE,WITM TELE➢NEE BIEUSTPV COLOR
CODING.
O. CABLE CORE ASSEMELY, INSULATED CONCUCTCRS AR TWISTED IWTG PAIRS WITH VARYING LAVE ITW:FT LENGTEI TC
MINIMIZE CFDSS TAU AND MEET STRICT CAPACITANCE LIMITS.
A. SHIELDING, A CCROGIGN GXIDf]TON RESISTANT TINTED ETHYLENE COPOLYMER CQATE ]BOTH SIDES] .DOB' THICK
' CDRUGATE. ALUMINUM TAEN S EELD IS APPLE LONGITUI'.MLLY WITH OVERLAP TO PROVIDE Woof ELECTRICAL
&OELDIE COVERA.(. A .005 xNUFATE TARE APPLIED IN THE CAME HANER IS ACCEPTABLE.
S. OUTER JAC%El; A BUD., LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLUEl"LENE (CBPOUDE TC WITHSTAND
SUNLIGHT, TEMPERATUAE WPIATIOMS APO DYER En IENMEMTAL CONDITIONS PLUS ABUSE DUPING INSTALLATION) IS
SKTRUVE OVERALL TC PROVIDE A CONTINUOUS CDVEP:NG.
tS FOOTAGE MARINE, FOCTAM MRINU` MUST & PRINTE 6EQUENTIAUL A MINIMUM OF 2 ALONE TIC OUTER
JACKET.
6*P tWrntA1 BPKMf L At 1PnF IRAv QT/IS-BEN hG• DE
9-n. _
7. FILLEI067 THE ENTI% CABU V'.TNIN THE WEA .ACKET IS FL=ir ELT" PFTPOLFUL-0CLYE7NWLENE WL FILLEN6
CCO M40 INCLUDING, THE AREA ETNFEN TIE OLTER .LACAFT Ale 'NF SHIELD.
EACH NINE S1a LL W NUHWRB AT EACH TEWIML EEC V:TN A RRAP-AMONC TYPE IRNIW7QN6 STRIP ACCOPolm TO THE
gWLWLE ATTA0e TO '46E SPFLIAL PROVISION$,
Alt VEIM TEMADNIF) AT A TEW...L K= SHA. MVF AA WEA fW, CREW STILE SDLt ENEEW TF5t'I414.. ALL TE07NALF
SNAIL E INSTALLED Y.Th A TWE DESIGNEE FOP`;E IIWALLATIOH W THIS TYK IF TEWIML AND CMIWINO BIT" PUE16,
IRFE CL'TTH6, ETC., WELL NT. W ALt W. ALL WIP OOG INS'OE THE COWPOLLLA CABINET AND At INTEW' ATE POINPS
6MLL 2E TFINMED ANC CABLED T06ETT1EP TO NNAE A NEAT AMC CLEAN AAYAPING INS'TAL.ATIOi.
NO WLICIN6 W AM TPAFFIC SIGNAL OWUMOP SMALL W PEWMK UNLESS OTMERVISE IICIEATED ON THE PLANE. ALL
JDECUCTOP RUNS 6ML1, W PULLED TO THE APPFOPPWE S:SMtL 114INA{ CTNFAFTRENT BEAR WITH PRESSURE TYPE BIKING
POBT6. THE Mill EXCEPTIONS SHALL W THE WUCF' FOP DETECTOR LDOPE AT THE MEANEST AKTION 110 TO iNE LOO`6,
THE COMTMCTOP 6MLL PROVIDE AMC INSTAU. ALI THE NECESSAN WIRING. .6 AND F:TIMA SO AG, TC CONFUTE THE
IWTALLAT.Ch ON THE SIGNAL AMC USMING EWIPMENI AS SMDW 06 lh. PLANS. A;,L MATERIALS AND INSTALLATION
IETMDS, EXCEPT At NCI® OTHERNISE RENEW, SHALL COPLY WITH APPLICAILF SECTIONS W THE NATIONAL ELECTRICAL CCDE.
INSTAL`JTIOY O ALL WIFIhS 6MLL 'DWOEF TC APPLICABLE PROVISIOW CDWTAINEC IN THE fTANDAW WECIFICATIOW ,
MEET AS 91HIFIAE NEWIN.
CONCUCTOG AK CABLE 6'ALL COMFOW TO THE APPLICABLE W'S'f:C'TIO6 AS PLLLOW ,
III MUSEP GTME-Ar SE NO29, ALL ELECTRICAL COCUCTOIS SMALL W APPPOV,- STAMM COMB CONFORMING T-
APPUCABLE POMIOS O MTN STANDAPOS. INSULATION SHALL W 600 VOLT PLASTICIZED POLYVINYL CHLORIDE, ,
POLYVHMLENE, OP CHEMICALLY CWU LINKED POLYR"YLEES, CLFOMING TC APPLICABLE POPTIOS W A" STAMAWS.
POLYETHYLENE OM NOS SMALL NCI W USED WERE EXACOM TO SUNLIGHT, iM GWl INSULATION W CEDE THICKNESS
SM,LL W U19). ,
123 MULTI-WEOUCTOP CABLE SML1 W LSK FOP TMFEIC SIGNAL CWPEL. AM WLL W MT& TO WtPATE Do 60C
VDLT6. INDIVIDUAL CONDUCTORS SHAlt W VAAACED COPPEP. SHALL W INSULATED WITH A NINIPW W 46 MILLS
PLAS'TICIiR PU`.YVjWL CHLORIDE COPDUNE, CA APPPCVW EOLAL, AMC SHALL W COLDP CEDE AM O NINE LISTED IN TABLE
COLA. THE INDIVIDUAL CONOLCTOPS 64%LL BE CRED ANE O 612E LISTED 1N TABU WLDNN. TIE INDIVIDUAL CONDUCTORS
SMLl AS CABLED TOMTVEF WITH CABLE TAPE AND EACA6B EN A POLYVINYL CNLCP.CE SNEAT" 76 NILS T"IOt. INSULATION
SMLL CONFORI IC APPLICABLE POMIONC OF AS10 STA DANO APPUCAT:006. ,
AK
Nw. Btr d.
CIRCUIT ftx•e GaA. . wc, QD#9t.E6i_Gfw YEIAet
619net Nows.... A 14 16127 Let. YH low, &rem 40N4
A' 141 1Bi17 Rod. Ye'lat. SrWe Wlt*-Wt%o
6 1t 1U/27 Rea, Yei lam, Seem SLeCN ,
B' it I"? Pea, Ytt Uo., Srwe 6LeON-B4ocN
C 14 lam Pea. Ye It.,, brew FHHtN
signet Coo. 12 1416E Wit, mot '
Control CON, 12 12/n Whitt Bloch Cr Slow
9tttctar........ A,B,C 1F INS a5 BlNct bn.
Cot. 12 Ivet Moth Mont
Bpwe........... ,... It 19121 AW, Yel LPN. Grow Blue
Ptet14116....... .... 12 16,125 Butt% Nro
Hulce......... .... 10 12/23 Bloch Nano
AUtometw.... .... 12 10/26 BUch Nnot
MNutrRU
It: L1tteC!.. ..,. 10 i"a IIHRt Milne
Altamow.... .... 12 1B/P6 White ar 6ww None
Feet it hpineruU 6PR'htH Nnnt ,M, C_1frt -
Sanitary Sewer Project. S-379
TV Inspection & Sewer Grouting Phase 1 1-1 985 2 of 2
! "Sj MhTINED
! Rtt,-<vEut tRr cAWU pnp;l 6. aaaaE;M q par tM Ict IPA!nD tIR,cH IILYp{rAtipMt
al E CAM-tar — E b. 12 AVG. NETS At^Mk, cM,alAtlnO o1 • AUAAA AM AN1tA MMHgM to r,
AI 6 co"I"tar — t No. 17 AND. ONltq 1 M. 12 ALE. An!•.A aRN grW or ALacl Strips; Ana D AN. t,•%
! FY,AIpt IMg Of PHptU A.
ci E Co"`Ltta� — 1 NO- 17 AK„ •,tsi 1 AP, 12 AM. M"to 0,,,, a• ►tack ptrlpp PrAN I Na. 1t'p tOrA,A top
Of Rua A Ara W.
! AI Tt CoMLttcr — 1 NO. is ANC. An,to; 1 NO. is AAG H,I,to A,M groan ar 6,Ack At..pq Aea B ,. 12'a
cmagting Of PNAn A. I pro, C
pl PO CaAEHttar 1 No' la AAG. AN,tpl 1 AP, 12 ANG, an,tA Wtn grO01 ar FLOWN strip; as 16 At,
tA•s
! canal At,ng of PoOmv A. A', 1. A'. C Ana 6"".
WIRING WILL E ARRANGED SC THAT COMIHATICS C THE ABOVE CABLE ASSER S:ES SHALL E USED.
! WITH THE EXCWTIM C TYPE NMHM JOWLATION, THE RINI" INSULATION THICKNESS FOP AM ELECTRICAL COMUETCU, SHALL
IF VIA INEn ARE THE Pik: ACCEPTABLE INSULATION THICKNESS SHALL PEFEP Win TO THE THICKNESS C THAT
II/]UATION IIMHIATELY AROUND AM' CDICUCTOP ARE SOCLLDIM A SIEATP ON JACKET THICKNESS.
! INDICTION LOOP DETECTORS SHALL E INSTALLED IN A 4N-CUT IN THE VA14MEW WV THE CD47RACTC OEIE IREICATIC ON,
Ti* PLANE OF AS D:RM7-- FT THE ENGINEER, THE WIRE TO E USED IN THE INDICTION Low SHALL E ND. 12 A•W•C..
"Pt LSE. AN, OF ANY INSULATION. WEE DETAIL SHEETS.
! @,29i4 SSSL!$.p-S�lFiFL'1LNS� - DELETE
! PBB B PGIE LINE HOK!" _ DELETE
E .S._Li !?�7!F�A ICE Il,F�1�CEMEM SECTI
! LIGHT 61AIIAFDS SHALL E iVN ALLY:NIA, 14 ACCORDANCE DETAILS SHIM. ;k THE PLAMS, AS SPEC,,IM IN THE TECHNICAL
FFMISIONS AM AS OLNUNBC HEREIN,
! FB6.BLsi._ TIMER LIW -UA%'ANFK ,_UM L STM•N POL5K T1MEP SERY1Cf_. .{ - DELETE
E-SB 7 L&;M}-Pj F16iMG AHC ELECTP:JL CQMTCCT IOFE_�l .16M_§1_AMM SAU5_IpEy6Ai'4M M cS CTIM.
! ELECTRICAL DI6COHIIECT6 SHALL E ,NSTAZIEC AT ALL LIGR MANDAW BASES. FIDE HOLDERS SHALL E BATEWAOC, QUICK
DISCOMFIT TYPE, S,E.C, OF APPADVIE EQUAL. FiNEC CLICK DISCONNECT FITS SHALL PPOVME BATEWWOF IN LINE FUSE
PROTECTION, ALI COUEC"ONE SHALL E MOP WI7H COIPPf6610M FITTIMIC, UPON DISCONNECT, TIE FUSE GHALL PtMA1F IN
! THE LOAD 61DI C THE FIT,
THE FUSEE SHALL E LDCATM IN TIC LOCATIONS, THE FIRST KING 11630E THE HAM HOLE AT THE BASE C THE POLE AM
! THE CEMK SING pROY:CEC FOP THE MWLETE STREET LIGHT EMICE I IF SPEC iFIECI SHALL E LCJTEr IN A TYPE •r
JUETIOA 10- AS FEAR A6 PRACTICAL TO THE ELECTRICAL UTILITY COMPAMKS VAULT ON POLE (WINCE OF POWER FDA THE.
PPEMI. FUSES FIPN.GMED FOR ALL LIGHTING CINCUIT6 SHALL E CAPABLE C HANDLING THE OPERATING VOLTAGE.' C THE
! CIRCUIT INVOLVED ARE SHALL HOW THE FCLLOWING CHARACIERISTICSI
1. FUSES SHALL E CAPABLE C IACP:NITELN SIPMMING 11OS C THE MTED LOAD,
S, FUSES SHALL E CAPABLE C $IPPCHTINS 13n C THE MTEC LGAC FOR APPRMIMTELY ONE HOUR.
! B. A LOSE C 20M C RATE LUND PILL EFFECTIVELv CAUSE INSTANTANEOUS SLOWING C THE FUSE.
A. FUSES SHAG! E RAIN AS LI97M BELOW AND SHALL E SAND TO FIT THE FUSE COMAIFERS FURNISMEC ON THIS
PRC.;ECT, ACCORDING TC THE MANFACTLREP'S RECOMMENDATIONS THER6CP,
!
!
!
P.Q. 41
t?Y1 WIRIMB '
LLMIMIRE Si fESMV7LE 1OlTA0 C�Gi
I,DOC W I&A '
ADO W 10A
260 W IDA
EDO W ICA
176 0 IDA
150 W IOA
1DC W IBA
t. FLEES SMALL 6E ILL L761®
t'LS.B PACT ARID. CRC6`._2 A T _M - D:LETT
It i9.Q_AI'LLL�T• TWJL4 GIMP'iLPFP..ItLS{F SgIlml ,
BALLAST FOR E`I H PRE66UF' MIUM VAPOR LAMS SMALL E DESISMEO TC PROPERLY OPERATE 100 MATT EA, 150 NAT E5, '
CDC MATT GU, RM WATT GbUl AM MIT Et. 1ALLA616 FOR S.P. SWIM VAPOR LAWS SHALL E AM INTEGRAL 240-VOLT
REGULATDN-TYPE (MISS AMP FACTOR).
THE BALLAST SMALL E P16--RRE TC THE LIMA SOCFCT ARE TERMINAL BOOM. Tit BALLAST SMALL HAVE AM ALLOWABLE '
VOLTAE VARIATION O LEAS THAN 10%. K CAPACITOR, TRANSFORMER, CA OTHER DEVICE SMALL EMPLOY THE CLASS O
'bWOLKS IDEATIF.ED AS KLYCSLDRIMTEC BIPMEWLE (P.C.B.) AS OIELECAIC, CODLART6, OR FOP AM OTHER PUWDSE, '
EACH MLLAET SHALL HAVE A WANE PLATE ATTACHED PERAMENTLV TO THE CASE LISTING ALL ELECTRICAL DATA,
6-SS.10 L4SMSMIREE fRPLKEIENT EyT10N1
ALL LUM:NAIK6 SMALM E O THE DISTFIBULION TYPE AND WITAE 1101CATED :N TIE PLANE. '
LUMINAIRES SHALL M'A A CA`T-ALSMIMM WISING PP^YIDIMG FOP A SUP-FIRER TYPE POUN71K AMC CAPABLE OF MARTINS '
TC A 2-INCH DIA04MA PIPE TEMDN,
LUMINAIRES SHALL E OF THE COED HEAD STYLE WITH AN OVATE R6MCTOP (UROPPE LE1EI FOP ARTERIALS AMC A CLEAR
FLAT LESS FOR RESIDENTIAL AMDWAY APPL.ICATIOW. '
THE IUMIMAIR $HALL INCLUDE THE PCWP DOOR FLATLAL,
THE LSMIMIR SMALL HAVE A GASKET BETWEEN REFRACTOR AMC REFLECTOR. A BASKET OR FILTER MATERIAL SMALL E FLACK i
BETWEEN THE LAID SOL'AET AND THE REFLECTOR,
THE MAMUEA4:TUKF'6 NAME nP pIMD. SMALL E CLEARY MAW® ON EACH LIMIMAIRE. ,
EACH LSMINAIK SMALL HAVE A WEATMEAREISTANT, AWI-APPROVED DECAL ATTACHED TC THE BALLAST MOUSING SO AS TC E
READILY VISIBLE FRCP THE CAMEO. THE CEDAL SHALL E APPAOMIMATLY THREE INCHES &MARE AND THE LEER SHALL E A '
MINIMUM O TWO INCH" IN WISHT- THE DELI SHALL E ®Lf IN COLOR WITH LAW RATINGS IKIUTFD Sr THE FOLLOWING
NUMERICAL LEEK,
7 FOP 70 MT6 2E FDA ISO WATTS ,
10 POP 100 WATTS 51 FDA 31C NAT&
15 FDA 150 MT6 AD FOP 40C WATTS
17 FOP OE WATTS 70 FOP 7DC MT6 '
20 FOP 200 WATTS Xi FOP 1,000 BAT
ALL LUMINAIRES SMALL HAVE TME:F C(IFOAENTS SECURED TO THE LUMIMAIR FRAME WITH STAINLESS STEEL RELATING MRCW..RE ,
!N,76, BOLTS, WASHERS, H.NES, ETC.). THE MOUSIM,;, COMPLETE WITH INTEGRAL BALLAST, SHALL E
FATHER-TI4?,
P46F 42 $60640H41
P-2B.17 LOMPOL EOLI$gM IPEYULEMjM iECTjjctlj
IMIESE SPKIFIED CTMEAWISE, ILLUMINATION CIRCUITS SHALL E CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTROLS
AMC LIGHTING CONTACTORS ES NTED ION TMF CONTRACT.
' E2i.17111_]JMj CLOCK CONTROLS - DELETE
U9,11t21 VKTCELLCTIC COMPOLS IREPUCEKM BECT12L
PKTOEiECTR1C CONTROLS SHALL RE PLUD-IN DEVICES, RATED 7C OPERATE ON 120 VOLTS, BO NZ. THE PKTD.CELL &MALL E
A SOLID STATE DEVICE WITH STABLE TLMN-ON VALUES iM THE TEIPEMTWE RANGE - BE DEGREES C TO .70 DEGREES C. THE
PETO-CELL SMALL E MOLOMED E"~LLY ON TOP O THE LUMIMIK. IN A CDMACTWCDWMLLED SYSTEM. THE
PHOTD-CELL MC CONTROL THE SYGTEM SHALL E MOUNTED ON TE LIMINAIM MEANEST TC THE EPVICE/CWACTOP CABINET.
THE PKTPCELL SHALL E CAPABLE OF BWITCHIE I.DOC WARS O INCANDESCENT LOW •DM AS MIN.
B.2BA2j ILUPjNATION CIRCUIT SPLI[ES (P®LACEKM SECT10nI
ALL SPLICES ARE TAPS MALL E MILE USING SOLLEREESS CRIMP CONNECTORS ON UCEPOADUN CIRCUITS TC SECURELY Alk
THE WINES SCTH MECHANICALLY AM ELECTRICALLY. AL'. SPLICES SHALL EMPLOY EPUMY RESIN FILLED IN CLEAR PLASTIC
' MODS TC FORM A WATER TIGHT UAL. ALL MATERIAL 116E IN THE SPLICE NIT SHALL E COMPATIBLE WITH THE WIRE MD 176
1MS ULATIOM, AS OPED IN THE LISMING SYSTEM.
' E2B.13 `fNFF lC gjGMAL COMIOILLRG IIEPUCEKNT 6ECT1ON1
TES OMIT SMALL OPERATE ON In VOLT, 00 CYCLE. SINGLE RASE ALTERNATING CUHHEHT AM) BALL RISE THE POWER LINE
FEMMICN AS A TIME BADE. THE TRAFFIC SIGNAL COMPOLLEP SHALL MEET THE EOIIREIENTS OF THE NATIONAL ELECTRICAL
MANLBACTUERS ASSOCIATION (NEAI STANARC RMBLICATIONE.
COMPONENTS SUCH AS RESISTOR, CAPACITOIp, OXIDES AN TRANSISTORS SMALL E INDIVIDUALLY REPO'ABLE UTILIZING
' AFRIOVEC STANAMC SOLDERING TECIMIDUES. INTEGRATED CIRCUITS SMALL E MOLWITED IN SOMUF AWL GALL E EA,SILY
REPLACEABLE WITHNT SOLDERING. ALL COMPONENTS SMALL E STANAE 'OMF THE SELF- BENS.
THE TRAFFIC SIGNAL CONTROLLER SMALL E CAPABLE OM IMEIMING WITH THE MULTISOMIIC REAL TIME. MISSTEP COMPUTER.
THE CONTROLLED SHALL E CAPABLE E:TH OH-tE OPERATION UCWROL BY THE MULTISONIC MASTER COMPUTER) AM
STANDBY OPERATION. THE CONTROLLER SMALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPE. IN
CONFORMANCE WITH THE SIGNAL RASING DIAGRAM ON THE PUNS. WEk OPERATING THROUGH THE WLIE RAFTER COMPLIER
a ( ULTIS3NIC MASTED; THE CONTRDLLER SHALL E CAPABLE OF OPERATINU ESTER IN A FIXED TIME MODE OF IN A
FULLY-ACTUATE` NODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CMEARAHCE TIMING AMC PEDESTRIAN TIMING
SMALL E ACCOPUEHED AT THE LOCAL INTERSECTION.
P-29 '3121 FLASH'kG OPEMTICMG IN
FLASH MIT SHALL E A TWO CIRCUIT TYPE. CAPABLE OF BOTCHING LOAD$ IF TC IOU MITE PEP CIRCUIT ALTERNATELY Al A
HATE OF CC FLASKS PIP MINUTE PER C!FrUIT, PLUS DP MINUS TWC FLASHES PER MINUTE.
P.PBAW] EMEROKY PR"fflTIM LREPUDEME 06E^T1, QM1
' EKPGFNY VEHICLE PRE-EIPTION SMALL E FURNISHED EITHER AG SEPARATE (MITE OR AS MODULES TEAT FLUE, DIRECTLY IMC
A RAM 11RED TO ACCEPT 3-0 DISCRIMINATOR TYPE UNITS. THE PRE-EMPTION SYSTEM OPERATION SMALL E COMPATIBLE WITN
111E 3M COMPANY •OPTICOV SYSTEM WHICH THE CITY OF ENTON IF CURRENTLY LFIMG AMC MAIL E CAPABLE OF KING
ACTIVATE BY THE SAME TRAkWITTERS.
WHEN A PREEMPTION OETECTCR DETECTS M EMERGENCY VEHICLE. THE PHASE SELECTOR SMALL HOLD THE CONTROLLER IN THE
NEOLIPED PHASE OR ADVANCE DIRECTLY TC THAT PMBE RE 7EP OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SFLECTOF
EHALL HOLE TILE COMFOLLEF IN THE PHASE ELECTED UNTIL THE DETECTDP K LONGER OFTECIG THE EMER&KY VEHICLE.
1
BYP IAAMntA GPM tnutwm TRAY 07itS65 PIER A9
6-BB.,8151 COMfIEI�
MEN THE PHAK ELELTCP 16 MEMPONDING TO OE DETECTOR. 11 SHALL NOT IIEPPDK TC ANY OTHER DSTECTOp UNTIL CALLS
FROM THE FIRST DETECTOR Aft SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWEP ON, SIGNAL KING AECEIVED, CAEEt '
CALL81. SNOTCHE6 BMLL CONTADL SYSIOR POWER AND SIMULATE DETECTOR CALLS FOP EACH PHASE.
U9,11141 ap3E DLOANRG IR®LALE7EMT ECTIONI
THE CONTROLLER CAS!NET SMALL HAVE A WATERPROOF ENVELO[E WITH A SIDE ACCESS ATACNa TO THE IN61DE OF THE CAB:AET t
DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SNAIL HAVE "Up COMPLETE SETE OF SCHEMATICS AID MURALS FOR All
ASSEMBLIES AND SUS-ASSEMBLIES. ,
"1 14161 RN:IC INTMLFLKE LwL&-p EOTIONI
A COAELL-0USILER RADIC INTERFERENCE FILTER E 10E01-1 SD AMPS ON EOLIVALENT SHALL K LAU TO FIITER TIE A.C. '
POWER. ADDITIONALLY, ALL POWER SUPPLIES SMALL HAVE ADIE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET,
A_j@..]3171 TNEFIC-�LTW TEC COMIDLIFp6 IRE LMANT 6LP- 1 '
µl TIMING FUEf.T 10116 AK IMPLT .ANC OVrPU7 FEATURES FOP FULLY-ARWTED, MLINE-0EEIT' OPERATION SMALL E
PRDVIDED 1N ACCORDANCE W:'H NO" eTAICARRS. '
THECONTROLLER SMALL PROVIDE FDA BETTING EACH TIMING INTERVAL P PPAE OFPOSITIVELY CAL18ATED SMIM(S. THE
TIMING FUNCTION SHALL OF ON THE FppNT OF THE CONTROLLER UNOT OR SMALL HAVE WPBOAED ENTRY AID LJOLIO 'RYGTAL
DISPLAY. FOP IE OANDST OPERATION. THE TRAFFIC SIGNAL CONT,'DLLEP SMLI INCLUDE ALL CIRCUITRY EOUIRED TC
NDVIDE ALL TIMING AK ALL FUNCTIONS FOR SIGAL OPERATION IN A FULLY-ACTUATED MODE. STANDBY OPERATION SHALL
AUTOMATICALLY OCCUR CAM OPENING IF IMEACDFECT LIES, FAILURE OF CENTRAL RASTER COMPUTER, OP MIEN SPECIFIED BY
THE VAMP. Tit STANDBY OPERATION SHALL FOLLOW AK E COINCIDENTAL IN PHASE 10 THAT PHASE KING DISPLAYED AT '
THE START OF STARDBY OPERATIC', TRANSFER FROM COMPUTER SUPERVISION SHALL NOT CALL IF A STARTING YELLOW.
�� j)IA ENVIROR�_Ay� putom AKE AND TEST 0ANDAM FOP SOLID-STATE TRAFFIC COAT ELLERS LREPL '
RLWI
THE TRAFFIC SIGNAL CONTROLLEP ASSEMBLIES, INCLUDING THE TMAFFID SIGNAL COMRDLLEp, AUtILIA,, CONTROL EQUIPMENT
AND CAE;ET SHALL K u1OP TESTED TC THE ATIUFACTIOH OF Tit EKINLEP. TESTING AND CHECP-OUT OF ALL TIMING
CIRCUITS. PHASING AND SIGNAL OPERATION .MALL K Al THE CITY O RENTON 6I6NAL SHOP. ENTON, WASHINCTOM. THE
S:GHAL SHOP WILL MARE SPACE AVAILABLE TO THE CONTRACTOR FOR TIE EQUIRED TEST DEMONSTRATIONS. THE CONTRALTO
SHALL ASSEMBLE THE CABINE, AND ELATED SIGNµ CONTROL EQUIPMENT AMY FOP TESTING, A COMPLETE DENCWTHATIO EN
THE COTTMCIOP OF ALL INTEGRATED COPOENTS SATIIFACTOP:LY FUNCTIONING SHALL START THE TEET PERIOD, AM
MALFUNCTION SMALL STOP THE TEST PERIOD UNTIL ALL PAFTE ARE SATISFACTORILY OPERATING, THE TEST WALL E
EMENDED UNTIL A MINIMUM O 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAG ,
BEEN DEMOETRAIED, TPA DENIONSTMTION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING PROPERLY
SMALL RST RELIEVE THE CONTACTOR OF AM EEPOEIBILLT ELATI VE TO THE PROPER FUNCTIONING OF ALL AFOESTATEC
CONTROL SLAP MEN FIELD INSTALLED. 1
1719,111711 ALMA IIIAP" EOU'FEhT Pof TMFFI[ uTA>, m 'AI
A.LR SWITCHES ,
THEME SHALL E A WIN PONEP SWITCH 'ASIDE THE CABINS+ THAT SMALL ENDER ALL CONTROL EQUIPMENT ELECTRICALLY DELL
MEN TURNEC OFF, TEE SHALL E A COMI.OLLER POWER SWITCH THAT $HALL ENDER THE CONTROLLER AMC LOAC SVITCHIH(' '
DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FDA PUPOES OF CHANGING CONTROLLING OR LW
SWITCHING DEVICES,
1
t
page Y SVpIWWWntel BpK1HFNt lone BRAY ST/16/B61 '
l-EB.1 Sf]IB �NlM.3n1�
Ql>P_I1M�P6B5_$17 TAN
T1E,E SMALL R A SWITCH IN THE CABINET IDEWIFIED AS THE SNP TIME BYPASS SWITCH. IF TEE INTEPGACTIUN IS PLACE
ON ,LASHING OFIRATICN EITHER BY THE PUSH SMTCH UP THE FAIL SAFE MCWTDR, THE CONTROLLER SMALL IMPIKIATELY STOP
' TIME. THE STOP TIME BYPASS SNITCH SHALL REMOK ARM TIME FROM TM CWAOLUR AM PER,1T NONAL CYCLING
OPERATION MILE THE INTERSN'710N REFAIN6 IN FLABE,ING OPERATIO..
' Q NIPS Tisl NOTCH
EACH VEHICLE AM MODEMS," PHASE SHALL HAK A MpEMTAWR ISPPING PETLW DETECTOR TEST SWITCH. HEN LEPEEf.6EC.
THE SWITCH $HALL PLACE A CALL ON ITS KSPECTIK HA SIGNAL PSE.
_Nl EIEE OUTIEI AM LAIR$�j
' A CONVENIENCE OUTLET PROTECT® WITH A GROUND FAULT INTERRUPTER AM AN INGVDESCEN' LAMP 6OCNE7 SHALL E
FURNISHED IN THE MAIN CABINET. .. PDOR SWITCH FOR THE LAW SMALL E PMVIDED. 'HIS CIRCUIT 0ALL BE PRRECTEO
IN A CIRCUIT OEFAREP RATED AT BO WE.
FAIL SAFE UNIT
TIE FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AM NEGATIVE PoMIDNE OF THE A.C. SlAt HAVE FOR ALL GREEN,
AMBER AM P..ESTPIAN MUX IMICATIDWS. THE DURATION OF A DISPLAY OF CONFLICTING IMICATIUNE SHALL. MT BE LING
EMUGh TT BE VISIBLE TO MCTORISTS OR PEDEGTRIANE EFOR TEE MDNITOP INITIATES FLASHING OPERATION, THERE SMALL
BE VISUAL IMICATION THAT THE MONITOR MASH PFFEFFTED METAL OPERATION.
' mum PKT'TUCTGP ILSHT WING A J.E
' THE CONTROLLER 6HALL HAVE AN INPUT VOLTAGE SUMFE PROTECTM THAT SMALL PROTECT THE CONTMLLEP INPLT FROM ANY
VOLTAGE 6UPME THAT COULD DAMAGE THE CONTMLLEP OF AM OF ITS CO AGMENT6.
`dELD Wf PING iFIMIMy
' /HERE SMALL BE A TEIMIML STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TEFMIMLS SMALL P' NUMBERED IN
ACCORDANCE WITH THE SCHEIA71C WIRING DIAGRAM ON THE PLANS. It A DIFFERENT NUMBERING SYSTEM IS SEC FOP THE
CABINET WINING , THEN BOTH NUMBERS SMALL LABEL EACH TERMINAL AM TEE CABINET WIPING SCHEMATIC DRAW:N6 SHALL
INCLUDE THE FIELD WIPING NUMBERS WHERE THE TERMINAL 67RIP 16 ILLUSTRATED. A COMMON BUS MP WITH A MINIMUM OF 1S
TERMINALS AM A GROUND SAP WITH A MINIMUM O 6 TERMINALS SMALL E PPCVIDIL.
' �MF'LT Ep�ATERACk UNIT
INTER ACE COMMUNICATION I'FVICES BALL E DESISW A6 SEPARATE U1176 OR AS MODULES THAT PLUG DIRECTLY INTO THE
' CONTROLLER CASE. THE COMMUNICATION DEVICES SMALL E USED FOP OW'LINE roMPLIEP CDNTML O THE I/TEEEC71M AM
SHALL RE CAPABLE O TPANSPURTIMG ALL DETECTOR AM SIGNAL STATUS INFORMATION AM RECEIVING AM DECODING COMMA
INFORWON FROM THE COAL*,„ ALL IN CUNFORRANCE AM MINIM THE CAPAFlUTY IF THE MILTISOMIC MASTER COIPI:TER
UNIT AM THE INTEFCOMECT CABLES. IN THE EVENT OF LOSS O SIGNAL FROM THE MASTEN COMPUTES THE INTERFACE
COMMUNICATION DEVICE SMALL EMU OY THE LATEST STATE OF-A14 EMMIWDECOIIM, MULTIPLEXING TFCMOLDGIEG IN OMEN
IC PROVIDE FOP THE BI-0IRECTIOAL COPI MICATION O DATA AM CONFIRM IWORAIION BETWEEN THE MASTEP COMPUTER AM
1HE INTERSECTION.
' IE29.13,712 CONTRGLUP CABINETS EF ACEMjM?,BECTSCW�
' EACH TRAFFIC CONTROLLER CABINET SMALL PROVIDE A WEATIEMROOF MUSING AM HAVE THE FOLLOWING PEDLIROENT6,
1. COMTPLCTION SHALL E O SHIP STEEL.
E. THE CABINET SHALL CONTAIN SHELVING, 9ACNE76, NAGi S, M. TO SUPPORT TM CONTROLLER AM ALL AOIUARY
' EOL!PREP,
t
SHPLOMPbU 6Pw VHutlov LRFY 07/15/851 PWON
t3l.t'j21�fBNI11B6
B. TK CA6i NET SMALL E EF KtQATt SIZE TO PROPERLY FQ6E THE CONTIIOLLEP AND ALL AIFILIARV SOVIRIENT AID '
ANY EOLIPIr APPIPTFMICES.
A. THE CABINET SMALL HAVE A FILTERS AIR INTAKE AMC A ENT FAA. 1TE µR INTAKE FI'TEP SHALL E CAPABLE OF
IWBOINS FDEl? BODIES. RtCh AS DUST, LINT, FTC. THE VENT FAR SMALL E IS THE TOP OF THE WIWT AND
THERMOSTATICµ_Y C(INTROKLED, t
B. TIE CABINET DOOR SMALL E MN XEC WI7M THE FOLEOWINSF
s. THE MIN DOOR CK THE CABINET SMALL ICLIDE A TIC POSITION MP STOP AMC SMALL E ECIFME WITH A COIFS•
TYPE F LUCK.. THE FAIN DOOM SMALL ALSO CONTAIN A POLICE COOP WITH A COWKTEONa POLICE LOOK. INSIDE '
THE POLICE PAWL TKFI $HALL E A SIGNAL D►OFF WAKE" MACH SMALL PROHIBIT ARM SIGNAL DISPLAY IN THE
f IEtL ET WILL ALLOW TW CONTROL EQUIPMENT TO OPERATE WEN PLACED 1N THE •OPF• POSITION, A SECOND
SITCH SMALL E THE AM-ftAW SWITCH. WEEP PLACED IRA THE 'FLAW POSITION. CONTROLLER POEM SHALL
REMA.IP ON AND CONTCLUP $HALL STOP TIME OEPECEN+ CK SWITCH SETTING ON THE AUM:LLAM PAWL DEBORIBEC '
LATER.
S. THE fAFIWl SMALL HAVE A METAL ETCH PRINSP COAT UCEF THE FINISH COAT, THE FIVI6H PAIM1 'DAY SEAL E
A DURABLE ALIMIMM OR MIMtPFTOFI CAY, OR 6IMIW 3N COLOR, CAAWLE OF PFIVEA'3MG POST fDp •IMIMON '
OF FIVE (51 YEARS.
c. BOTH DOORS (M1P AK POLICE PAWLI SMALL MALE ONE-PIECE EATKI-PIOO• WOMNE MSBES.
.-GG.1• FLAELjmJL FAK CONTROL - DELE-t '
ILUAFLYLMI LAP 516bNL(LACE (REPLACEMLM Wj]g)
VEHICULAR SIGNAL HEADS SMALL HAVE THE LENS SIZES AS SHOW ON THE VENAL PLANE. VEHICAAF SIGNAL MEAD BOUSINGE '
6HALt UONSIGT OF :KARATE SECTIONS AMC E SAACABLE TYPE FOP VERTICAL MOUNTING. LENS 6MLL E C kW AC MEET
I.T.E. SPECIFICATIONS FOR L'ST OUTPUT. '
B-QV.i6IilA OPTICAL URI I$ (RB�CEMENT ECT1'11Mf
M MEAD OPTICAL UN176 SHALL CONSIST CK LIFE, REFLECTORS. LANE MCLrER6, AND TRAFFIC 616PAL LAWS VISIBLE TO TK '
TRAFFIC FINS CONTROLLED AT DISIAMCE6 FEES 10 FEET TC I-00 FEET UNDER ALL LIGM AMC TFIKFIC CONDITIONS EXCEPT
DENS FOG. ALL B INCH CUMVENTIOMAL WADS SMALL EMPLOY 67 OR 66 WATT TRAFFIC 616ML LAWS RATED FOR LBO VOLT
OPERATION. 596 MINIMUM INITIAL LINENS. 665 NINIMLM INITIAL LINENS. GOOD K. MTGE LIFE, G 7/16 INCH EIGHT CENTER '
LENGTH. A-21 BULE, MECIUP BASF, CLEAR IN COLOR. TELVE ICH CONKNTIUAL HEADS SHALL E FUAISEED WITH 166 On
'RAFFIC SIGNAL LAW" MTEi. FOP 18C VOLT OPERATION. 1750 MINIMUM INITIAL LUMENS, BOOR M MATED LIFE. 8 INCH LIGHT
CENTER LEMON, P-$5 BULB. MEDIUM BASF. CLEAR 1H COLOR. ALI BLLBS SHALL IF INSTALLED WITH THE FILAMEPT OPEE::K(.
POINTED UP.
ALL SIGNAL LI616 SMALL E OF THE IDLOP. SIZE AND NAPE 66 IKICATE ON THE CONTRACT PLANS +4 OPECIFICAYIDE.
THE LENS DESIGN SMALL 61VE AN OUTWARD AC DOMLWABO DIQTPIMITIOP EF LIGHT WITH A PINIMON ABOVE THE THE LENS
'
T LENS SMALL BLASE AMCBMA FIT IN TO A REDEFINMOSTWA IN SUCH A Y IT, ENDER T INTERIOR OF THE LLNS
AMC REFLECTOR WEA.TKWFCOP AC DEWOT-TIGPT. YK REFLECTOR 6MLL E OK PIECE. µZE( ALUMINUM COKdMIM6 TO
STANDARDS. TK OPTICAL MIT SMALL E DESIGNEE TO PREVENT ANY ODACTIOMKF EFLELTION OF THE SUh,S PAYE ,
EE% AT TIWS EF THE LAY WWK THE BUN PAY SHINE DIRECTLY UNTO TK LENS.
k7R 1E LIE PAINTIND 516ML WADS IEPLACEKM SEC_TIPE
619AL HEADS, ICLLDINS OLTSIOt OF VISORS AMC MP OF BACK PLATES 6MLL E FINISHED WITH TWO COA16 OP r
FACTOR(-APPLIED TRAFFIC SIGNAL YELLOW SAE ENAMEL. THE INSIDE OF THE V19M AC FRONT OF SACK PLATEF SMALL Bt
FINSSEH VLlH IKE COAT$ EF FACTWN-APPLIEC FLAT BLACK EMPOL. '
P-QY.16181_jQl'GPBOMTk TIAFF IC j161AL KADF - DELETE
t70.16181A B LW4L' POLYCARIDMTk TRAFFIC SIGNAL READS - DELETE '
r
Poet 4 SuploNNnttl SpFc1TMPUMo.4 (NAY O7/16g5) '
' EtF ;:L_SC_`Kh KIV CApruTIVAFFIC i� ���
DELETE
LSB.17 iliAl!EK MOIMl €T3_ F,
nlwe (�@'IACfWR EE11dl
AALL RO{INTIMG MIpEARE iwyl LS CLE AM PEDESTN:M LE.VC MOLMTING MRONARE "Ll it AS
110IUTO ON TE COATMCT PLANS Aft OPAIt SEFTS.
4 E PAINTED WITH TWO COATS OF FACTOPI APPLIED TRAFFIC SIGNAL VELLOB EAAED fNVA I.
' eFB.1B GEHO�FTECTaI i ..,:.tea
' OFT7[TOIS SMLL E LBM FOR Kr,.AT1DN OF TMµ IC KTI TII CWMILERE AIC PSTEN DETECTION 6RPATIP., okt
SMLL WEEITEH WGETOETEP TYPE, IMICT:ON Loop TYPE, IA CTEP TYPES A6 GPfC:F1ED SN T ECTOR6
E CONTRACT.' EUAC PEDE67P3 AN s36hA Ip(�LALgAFM SECTlONI
Pf fM:AA SISAL NMS SHAH'. E TE EU, BRIO TWC. OR OTHER TWEE AS EECtF:ED IN TE GD•RMCT, AOG
TNC HE
SIAL.L CIVLAV no W"INX 1ES ASSG' 'NAM• IFOR THE DC RALF PODFI 1R IN PEFTIAK EDAIIE Alp ANAIP 7. TIE ADS
NOEI TN LJWF R.:Tf. TIE "USAGE PMWLE SMLL "DE:R' OF ^ NEON 4' 1';6 LKLOiH+ ]N 1 ROUSING WE (FWLX
PAYTAREMTE PLASTIC. VE LAPS MrEP1AI GMLL "
EO iNALI WE PA1RED R1H •r AAOL A - PLASTIC. ""IRS SHALL BE DIE
CAST ALJIINIM
TEO COATS 6 FKlpll AMUSE) TRMFF.. SIGNAL V(Lly BAAED ANTRAL. THE VISCRG SMLL E
ALACK
N"I IN COLOR.
e-29.20121_.a-02 TWE_TIyE l m Fes.
' ALL REM SRt.'. HEADS WALL E FOU:PP$' BITH 2-CM7E TTPL VISORS MADE O PolrU1�NATE PLASTIC DEt7G1® IC
E LIMIMTE pil PMNTd. THE ESSACE MODULI SHALL BE PROVIDE' WITH ELECTRIUL CONTACTS WIM PLUG
DI we LT IRO
RECESS" C,ERKTS IN TlE TNANECANER ERCLOSto" EIEN TE MODULE IS IN ITS
PIpCP POSITION' TR[ LUG 0 So LV TO
' OPERATF TN` MEGGAE NODULE SMLL E 110 VAC RTH TIE •NAM• LTMEDI RPEMT:NE ON A a5 WTI NAH, AM TE •NW
PIPJCL :REPAYING ON A SS WTI NAA,
B-EB E_�_F..�A6N:NG EALyIA - DELETE
1 FM.]a._iEPVICF cAB1ETG IMPUCENENT S T1oN1
Uoff
t FLED YRI'Al Cole, JORG, N4 SERVICE
CABINET
SMLL E AS 1MIUTED ON THE COIfT PACT PUNS AM DETAIL SHAFTS, ALL
EIHTRI"Al COMITN"TCTORS, BLS" MPS AIO COMICYOR TISNINALS SMLL E C'PPfF ON SPAS$. TNF CABINIT SHALL EB
FAOIICATEC FAIN GALAN:EE COIL ROLL$ SHEET S'Ekl, RfH 12 GAu E USED FOR EXTERIOR, SIINFACES ARE to GALE FOR
INTERIOR PANELS' DOOR HINGES SNAIL E TE CWRINLA7U" MWEALH: PIMA TYPE AN: NO EDNE06, A'VETS DP BOLTS SMLL
E VISIBLE OATG10t THE EELOSLRE, TE CABINET DOOR EMU E FIRED' FCP A EST IRLR,ML CIA TYPL LOO.. TE
C.IBINET SNAIL HAVE VENTILATION LOVVIRS ON TNF LOW r. AM "'PER SIDES COATLETF WITH SCREENS. FILTERS AM MVI MIN
TISR GAMETE. TE CABIET 000E GALL MVE A ONE N_ECf LEATVEP PROS E,,,FK E "Mr.
FF9 PAI11 PAIRING IREPULEMNT SECT+wl
' THE " SH COAT SHALL BA
LL E A FK1RED p. ENVfI LIGR LiAEv IN CDI OR, THE SALNIg O.R O ACF SMLL E ETCHED
WK AL FMMEI.THE WH` GN FNAEI li APPLIED. INTERIOR SM ALL E GIVEN A FINISh COAT OF MTt FUGR SKATE IF IP•ITk
I'FT
E2B.Pa121 lIFCTAI Gy�LpIEK EAs A
)'QFQ[R If�TpA 1-_pE;'L�.�E1.T GECTION7
TE ELECTRICAL CIRCUIT •REAMERS AM CMNT DE SHALL E AS IMIUTED ON TIE CONY
' TE FOLLOWING EOUIPNEW SMLL BEFEATLOW RTNIN THECABIkETI MCT PLANE APO OETA:I SEDATE.
1, No DIrONII RAMv
E. I'amh F1RNIt NgY11'F
T
a. LAiht SWIM, tAA% rt{ I1120 li ENE) TIPF
E. GAPtKIP♦ NIFI br AKA C1KNIt
�P'JrnLAI GPALIfIcstlo.A IRA. 07/15/851
PESA A
1_:11.2 E] mlf'Skl,B '
P. Dow • ptU Orenth WnWv IQ fer "INtleP t1mvlte IEAD wit)
I. O;o 120 wtt. ED Ic •Intl• Pei• erohth broftor (Por VtIl1tV pllAle. S. I"* 4ylple pNOA•
190,44C "it PreVMaF n,ttnl sorties
P. Ou IN it AC oep 'l st1 Pots eronen smoker (alpot o•n:ool
ic. CtoPteW Dnrle tent for tP /reo6er polo
1/. OWNS Plat" Monalle DleeA eltO Wh111 o%,,Ob aatlpt the wmln ereoAlr Vol,, WMII WI reA elth ,
Who lattorlry. All Vet• pLetao ahoii to Ilte1.hw by L.P. WreN1.
IE. "&to' Cee• aet'lena In YMWtaalrT
�j.�y AIPLIF'EP TNM9f CINDER Zif._.jEwllw G'o'•ETE 3RFPLACEEIEM ER30N� ,
TIE POLE NOMTE UPWIML b SMU E WE OF 11DLOH FIERSLASS, E Wp IN ULM, E. APPRWIMTELT 10' N76h • '
S' WIDE a A' DEEP AM MVE A RINI" OF 1A TERMIAALE ON THE TEWIML BLOOcB. TE M31 SMLL E MATIER TISM,
O"VE A SINSLE DOOF W1TV CORTIRLIDUS IIINE ON OE SIDE AM EEW Mir DONNE DA IM DOOR LDCFIRG SIDE. ALL
MIDME MILL E STAINLESS ETEEL.
P70"Tt DlCT3LE }j1OP PIPE fMPT14 j�L/,CETEM ERION:
M)"RADh 11 REPLACE -CLASS 63 ont CLASS W. VITO •CLASS S.^'
EN 3A GTE VALW 26PI3AL REPUCFAEM SSR
WPLACF PARA{AAPO 1 WITHt '
VALVES SMLL E CESIOAD FOR a NINIMIM WRIER OptMTIWG PESSM O ROD p61. "IS VALVES SMLI PL
700 LIST 14, MOELlEP COWMY 0). A23SC, PACIFIC STATES, U.S, %pscROLIIM, AENNW Y. OR KH,
APPROVAL OF WLVE6 DTAEF TNAN NOCELS WECIFLED BMLI. E CSTAINEC PRIOR TC SIC OpLAINS.
ALL GATE VALVE& LESS TMN 12• IN OIANETFP O11LL INCLLDE AN P^ a EA' CA61 IRON GTE VALVE SON ARE '
BITFEICE, RE EOLIPED. ALL 1E• DIAMETER AM LARSEN GTE VALVES SHALL E INETALLS IN A VAULT.
SEE WATER STANDARD DETAIL FOR IP GATE WIVE AMILPSLT VAULT AM 1' WTFASS INSTALLATION.
l3G.,'!Y.__Y�1.YE_!iV$3P ROTE lPA8jA1 oEPUCENFAT�(`T}p11 i
NEPU.Cf PARAMIAPH 1 WITTti
VALVE MINER P0676 SHALL E IN63ALLM Al THE DISCF4110k O ThL CITT IN T,DSE LIFAVEL AEAE MERE THE ,
Top LF TE WIVE SON COULD E COVERED Or NEEDS, SHIASS, SAM OR RIEP MTEPIAIE. THE VALVE MISERS
6MLL E FABRICATED AM IWAL11C IN CIVFOWANDE MTO THE 6TANDAM DRAW
ti10�M'OMAT F__„(p�l.rx�LEN? ECT SOMj ,
FIE NVDMN76 SHALL E IDGA, M APPROVED EO. APPWVA' NISI E OSTAINR: PRIOR TC BID OPENING.
r3C.M EM LOMiER tDIE. IRBIACEREA' cECTi DMi ,
NRDIMMe SHALL Bf CDNF7FACTEC MTA kSCMkICAL J01M CONNECTION UNLESS CTNERNISE SPECIFIED IN SIC PROPCGL '
DESCRIPTION.
1
POB1 40 WPlewntll SP•aifll@tlNaa (Rat 01115106) '
' lAo.6R MDRANR DINE/CILIb IP9!jLAL REruc;7!7_ TIRl
WPLACI PAAAARAPH T WITH,
' FIFE MVDRANT6 SOLE BE CNNEv TYPE (Wtkl .WITH THE PREWMF CONFOMING TG AM C-DA-SD KITH A 6
INCH INLET ANE A N.V.D. CF S INCHES, TEC S VV INCH NEE 'CULLS WITH NATIONAL STANDARD 7 1/2
THl*Ma PEA INCH ANC ONE A LOCH PUNPER NOEELE r.T. THE NEV SEATTLE PATTERN 6 THI[AVS PEP INCH, 6D
OEWEES V. TNFAAD6, D.D. TMNEAO A.g% AND AOCT DIAMETER 4,SM3, E-1/4• PEMTASDN OPEOIING NLT OPENED
SV TINNING CDLMTEP CLOCrtr6E ILEFTI.
f:PE Mt HANT6 SHALL BE 1pM DR AF"VWEC FOWL. APMVAL OW SE OETAIMM PRIOR TC SIC OPENING.
l3G�4 1' FDIFDA11 pN PA'E ' 6S A FE.S IPART1.ALmw4cEREM SEcti0H1
' PAPAGFACN t, REPLACE TST SENTENCE rTN,
FOtOCATION MATERIAL CLASS A AND CLASS 6 SHALL BE CR46NE WANMAP OTEAIAL AND SOLI CONFDIH Tc THE
FOLLAINS EILADATIONI6 MEN TEST® IN ACCCIOANEt WIN ASTM OA7P.
tw.7l ue RQI .' il.'.}l�I6N'i•..N�EA N�f - N IE'.'L
1
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SVRLuntaNl MrtT,e6•NENA IPA. P7/ES/S6l �A V
TECHNICAL PROVISIONS
1
a
TECHNICAL PROVISIONS
For
Sunset Sewer rump Station System
Sanitary Sewer TV Inspection 6
Sewer Grouting, Phase III - 1986
SANITARY SEWER IN-LINE JOINT TESTING
The Contractor shall test each pipe joint with an approved compressed air-
powered in-line two-cuff test unit. The test unit shall expand and isolate
each joint and compressed air testing of each joint wilt be accomplished.
The test shall be observed for 15 seconds with a test press of 6 PSIG
over any ground water pressure. A pressure drop of 2 PSI ng the test
cycle shall indicate a failed joint
The unit price per each for Sanitary Sewer In-Line Joint Testing shall be
full compensation for all labor, materials and equipment necessary for
setup, traffic control. compressed air and all incidental costs.
SANITARY SEWER IN-LINE JOINT SEALING
The Contractor shall joint seal or grout each failed joint or crack with an
approved sealant and in-line two-cuff injection unit. The injection unit
shall expand and isolate each joint or crack segment and the joint sealant
injected. The joint sealant shall be 3N CR-250 Grout or approved equal.
Approval for other joint sealant must be secured from the Engineer prior to
the bid openirn. Excess grout protruding into the sanitary sewer will be
removed when i., the opinion of the Engineer, sewer capacity will be reduced
or cause future maintenance problems, will be removed by the Contractor.
The un.t price per each joint for Sanitary Sewer In-Line Joint Seal,ng shall
be full compensation for all labo; , materials and equipment for setup,
traffic control, video monitoring, grouting or sealant material, installation
of grout/sealant and all incidental costs. A single orifice packer shall be
used.
SANITARY SEWER FLUSHING
Before any other work, the sanitary sewers shall be flushed wit ; high pressure
water flush equipment. The flushing shall be done flushing from the down-
stream end, going upstream. The flushing equipment shall provide a flushing
water Pressure of 1200 PSI. The outlet out of the downstream manhole shall
be screened to catch flushed debris which shall be removed. The City will
Provide water.
The uni. price per linear foot for sanitary sewer flushing shall be full
compensation for all labor and equipment necessary for sanitary sewer flushing,
setup, traffic control, sewer debris removal and all incidental costs.
Sewer debris disposal shall be paid on a separate pay item.
Technical Provisions Cont.
SANITARY SEWER TV INSPEC71ON
The Contractor shall provide TV inspection video recording tapes of the
Sewer Television inspection, .,r sewer television during the sanitary sewer
joint testing and grouting work. The Contractor shall record the video
tapes on video equipment compatible to the City's VHS TV
player. The Contractor shall provide the video tapes, tape box and index
each tape on its boxes binder. The Contractor shall complete the TV log
Sheet (see standard drawings) noting any pipe failures or deficiencies.
The unit price per linear foot for Sanitary Sewer TV _nspection shall be
full compensation for all labor, equipment and materials necessary for set-
up, traffic control, video recording, providing video tapes and all inci-
dental costs.
SANITARY SEWER DEBRIS REMOVAL AND STORM SEWER DEBRIS REMOVAL
The Contractor shall collIct all removed sanitary sewer flushing debris and
dispose of this material in an approved disposal site.
The unit once per ton for Sanitary Sewer Debris Removal shall be full comp-
ensation for all labor, equipment, materials for setup, traffic control,
drying, weighing, dump fees, waste hole excavation and backfilling.
The unit price per cubic yard for Storm Sewer Debris Removal shall be full
compensation for all labor, equipment, materials for setup, traffic control,
drying and dump fees, wastehole excavation and backfilling.
ROOT TREATMENT
Where roots are discovered in a pipeline section, the roots shall be removed
by the Contractor prior to chemical grouting. Root removal shall entail
treatment with Vaporooter Sanafoam, a herbicide by General Chemical Co. of
Salem Oregon. Thai removal/treatment shall be performed a minimum of all
days prior to mechanical removal and joint sealing with chemical grout.
in pipeline sections with roots, a root inhibiting grout additive shall be
used: Dichlorobenzonitrile in a concentration not less than 20 ppm in the
grout gel. Manholes shall be treated and incidental to the sewer pipeline
treatment.
MANHOLE SEALING
Manholes shall be sealed with 3-M CR-250 grout by holes either penetrating
the manhole wall or the surface road. After grouting all PCC surfaces
penetrated shall be grouted with non-shrink PCC grout - "Master Builders" or
approved equal. Asphaltic road surfaces shall be patched with fill depth
AC Hot Mix in accordance with the Standard Spec. All AC joints will be hot
tar sealed.
r••ra
6 � '
Al
• i .•yam l -�
.i r . •;`•'?�-.':� �• -,i�'•\p.w•t�-ice-i
•
WORK LIMITS FOR
SEWER IV 8 GROU"I
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SEWER TV• r-:` ; •- & GROUT
SCALE I"=800'
ROOT RLNO!AI,_ T_gfTMENT AND JOINT SEALING (Additive Item)
I. Mill Avenue South and South 5th Street - freeway
undercrossing and both upper and lower MH's. 320';;O" - 7 mw,,
2. Renton Stadium Line (deleted).
3. Windsor Way HE between Edmonds Avenue NE and
Windsor Pi. NE. 270'i6" - 1 MN
Note: City will have upper lilt installed if required by Contractor,
4. Bronson Way HE easement line behind home a569.
Bronson PI, NE. 300'/6" - I MH
Note: City will have additional Ni's installed if required by Contractor.
S. NE 9th Street frcm Dayton Avenue HE to
Edmonds Avenue NE. 250'/B" - 1 MH
6. Glenwood Avenue NL fPom NE 9th to street
curve. SSO'/8" - 4 MH's
7. Kirkland Avenue NE froin HE 8th to
first 1111 north, 340'/8" 2 MH's
8. hrdblock easement between Monroe Avenue HE and
tyn11w00d Avenue NE from NE Ith Street to
1E IOth Street. 1300'/8" - 4 M11's
9. VE 9th easement north off of 9th between
Monroe Avenue NE and Olympia Avenue NE, 160'/8" - 1 MH
10. Storm Mil (deleted).
It. Midblock easement between HE 6th Street and
NE 6th Place between Monroe Avenue NE and
Olympia Avenue NE. 580'/B" - 2 MH, I Co
12. NE 6th Place between Index Avenue NE and
Index P1. NE. 280'/8" - 2 Hlt's
13. Midblock easement along Public walkway easement.
nn NE 6th Street extended, between Index Pl. NE
and Jefferson Avenue NE. 250'/8" - 2 11H's
14. Jefferson Avenue NE south from HE 16tt; Street
to first HH. 210'/8" - 1 MH
I5. Harrington Circle NE southwest side of loop
to north first MR. 220'/8" - 2 MH',
ROOT REMOVAL, TREATMENT AND JOINT SEALING (Additive Item) Continued
l6. Midblock easement between Tacoma Avenue NE
and Shelton Avenue NE north of N. 6th Street
and south of N. 6th Place. 350'/8" - 3 MH's
17. NE 4th Street - north side from Monroe Avenue
and Voc-Tec Admin. Building. 700'/B" - 3 MH's
18. Rear lot easement - south (behind) side of
homes facing Grandy Way S. and west (behind)
side of houses facing Bronson Way NE.
401 Grandy Way S. to 349 Bronson Way NE and
west to MH in rear of 411 Grandy Way NE. 650'/6" - 2 h1l's
19. Edmonds Avenue NE from SW 7th Street to
south first Mfl. 370'/8" - 2 MH's
20. NF Bth PI. from NE 8th Street (just east of
lberdeen Ave. NE) to Camas Ave. NE. C00'/B" - 4 MH's
'I. From ear lot. easement Sewer Line 018 above -
Grancy Way NE easterly of I-405, From
411 Grandy Way NE to 454 Grandy Way NE, 580'/6" and B" - 5 MH's
22, NE 9th Street from Edmonds Ave. NE to
Ferndale Ave. NE. 250'/8" - 2 MH's
23. Kirkland Ave. NE from NE l8th Street to
flillcrest curve. 425'/8" - 3 MH's
24, tidblock easement from NE lath Street
and Pierce Ave. NE to MH in rear of
3507 Sunset Blvd. (behind City Reservoir
site). 220'/8" - 2 MH's
25. NE 10th Street from Edmonds Ave. NE and
first clean-out. 200,181, - I MH, I co
26. Shattuck Avenue S. from Bush P1. So., north
to next MH. 450'/8" - 2 MH s
27. Midblock easement. from Ferndale Ave. SE to
midblock CO behind 1740 Beacon Way SE to
MH at 1719 Ferndale Ave. NE. 170'18" - I MH, I CO
28, Midblock easement from Glenwood Ave. SE to
Index Ct. SE. MH at 1704 Glenwood SE to
MH at 1620 index Ct. SE. 300'/8" - 2 MN's
29. Midblock easement from Sunset Blvd. Si- to
Stevens Ave. SW, south of Langston Ave. SW.
From Shell Station westerly and up to
306 Stevens Ave. SW. 800 /6" - 4 MR's
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ROOT REMOVAL
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UTILITIES COMMITTEE
COMMITTEE REPORT
MAR-H 11, 1985
SUNSET PJMP STATION SYSTEM B17S (feterred 2/11/85,
ne Utilities Committee concurs in the recommendation of the Pub]:c.
Works DePartmert to accept the bid of Gelce Grouting Service of
Salem, Oregon for Schedule A in tfe amount of Sj0,793.61.
'he C<xnmittee also recommend that t" Mav: r and City C1er4 be
authorized to execute the contract lo;uciet ` ,.
3-11-85
Bob Bergstrom:
Robert Hts_hes, Chaff mac --
I retyped the Committee
Report with the title
that was referred to
the Committee to avoid
F%I Clymer confusion (we are
confused enough already!)
Billie
Attach•.me,tc
Of li�
�y z PUBLIC WORKS DEPARTMENT
g asY DESIGN/UTILITY ENGINEERING • 235-2631
O MUNICIPAL BUILDING 200 MILL AVF.SO. RENTON.WASH.9a055
9
P
1lFD SEPSfW'0E'
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
Date: March 6, 198'
TO: Dick Houghton, Public Works Director
From: Bob Bergstrom, Engineering Supervisor
Subject: 1985 Sewer Grouting Contract Bid
The Public Works Department received three bids for the 1985
Sewer Cleaning and Grouting bide for the Glenco/Sunset Blvd. N.E.
and the Cedar River Park sewers.
Schedule A Gelco Grouting $70.793.61
R. W. Scott Coust. $76,745.00
gadding Cleaning Serv. $73,866.00
The department recommends award to Telco Grouting, th low bidder
on Schedule A.
Schedule B is an ad lithe item for cleaning and inspection of
the Airport Black River Box Culvert. This should be separately
referred to the Aviation Committee of the Council fo. award
review.
The City Attorney's comments on till award of the individua,
schedules
is attached.
RE8:.jft
Attachment
CIN pF REMp1
CAI,Fpq BIOS
SUNSET PUMP STATION SYSTEM
SANITARY SEWER
1 INSPECTaN a
AFFIDAVIT OF PUBLICATION SE„EREROP
NS
a AIRPORT STORM
Audrey DeJoia SEWER CLEAN.NG
_, being first dull' sworn on oath states that Sea•ea n.P,wI. ba,ecwveo mm 130
he/she is the Chief Clerk of the pm EeauarY6in I%,,•I,a Gp CI,os
en.._e ono wn,b apenaa ana P+nsW rasa
n ma a1h ro
ba as om,Ramon
Ma O, PO BMIOIna.20000 I Aw SPIN,,
NEWSPAPERS POP as o0
^•ae^o crave aom ar aa.doprNsarq
mem"hen aw mtaran aaM.x.#raa,bM
Daily News Journal, Daily Record Chronicle, Dolly Globe Yews ^a e.,mta0 p.
Sa^nery Sacra P1asft M-i N
Daily newspapers published six(e)times a week.That said newspapers p,,,,OP, a,{ S,*,,Sww,,ppu.
are legal newspapers and are now and have been for more than six "qdN)G`0""IA"130aat1 da'.10'
months poor tothedateof publication referred to,printed and published «,a or INOP
te SOPPOW C�W&WM Six RangP
in the English language continually as daily newspapers in Kent,King W TV MOP"Is"41O d fwwa6caa sIM
County, Washington. Valley Newspapers have been approved as legal ,away pya.1183 LP d T.a'aow,b
newspapers by order f the Superior Court of the State of Washington for P0PPC dOxI13eaLE da.Saena,w
King County bo.arlv,n R aI,MR alOa d b+,Ri~
A.aor1
TOP
inane:a� ,,,a 1O�a av
The notice.n the exact form attached,was published the Daily News w,fomwm„
Journal , Daily Record Chroncle^_, Daily Globe News_, (and AOpr pl m era
not in supplement form) which was re regularly distributed to its la"n d XOPIsP aocameniR,O, tI,m PP g Y
subscribers during the below stated period. The annexed notice a POP W " P,.aN WOMB DepaPUm"a ar gnya,Mvn.oaa.,Bma.ng fora
Call for Nid9 . was published �tl7 035 00 each eel P.,$2W to
__
pMlega,i1 mwlea Tre Oepaet w,'I
on January 1b and 23, 1995 H9u33 b.'Nvnaw uw^mwrn a ne P.a^s ana
Spec4kCa1RM, ,^ tlaa0 gssvOs , .MM^
I""Ya after ba aPann'a The m,.,ry
durga win na Oa r.t~
A C,Mya ChOP a ba boa is sis
The full amount of the fee charged for said foregoing publication is the amo°"'d s"p«wra 169,of 1ba iaaj
amount a secn da must aCcomfHny earn
sum of 5 S.2.tlz_... as
TM 1?4 a Fen P,acnceR era Non.
1xSer,m,n,(pn POIKiIR 6Mil eCGY
/ Cary CNq
.. PUEYan,a m Its*Daily Cnv Cim,
Ane,ry 16 ana 23. INSR9a33� �e
Subscribed ind sworn to before me this23,P3_day of 0 an_19__65_.
Notary Public for the State of Washington,
residing at Federal Way,
King County,Washington.
w.r'rw.re,trM
._...._'-_ " �_ � -AFL r.,. �
�' •y
�~ r, .�-
_- .r,:.
•
• Vi
cc
G10``'' al '
n
aty 0f 0Y city c1erK
,Notice of Big4 ctio5 o_B�
,ieveti lOroutin8 c
1.1
0
130.00
65 lines line .�".
1.00 Per
130 lines
1. 24. 19Bb�;
ynblistie`� 300yty
r;Y1 +."I,Ys+m•a�
rr.
Y
552b-13 Affidavit of Publication
City of Renton
Sewer TV titer rim
t Sewer Grsatttq
t�!at�ld¢Date.J. is STATE OF WASHINGTON
91:Rb1lT by A1.JN KING COUNTY—SS.
s Tr
SWROGOMU
lIIASL IG—iNd The und•.r, c•i on nabs
Sealed bds ,ja be vivo thoriia•t{ r.•preso n•ativr of The Dad)' Ja
anal I m ark's 1 chill news r, which news r i5 ..
at a IV I, CMrlsa a Fula f'ow
11 6e�� end general circulation 0o a is now jar+
Id fe six months prior to the dart of {ul
feted to, published in the English sat,-,
to be orAortad a daily newspaper {- at] of mt Kit nut P-
t� Wa7aa aem d it il now and dun r; ail of ta:d t w t n ii+rJ
the e o ntana t fret+ maintained at the aforisild place of put,hoat:. ,
ed is newspaper The Daily Journal of Commerce was on the
{� lh day of June. 1941 approved as a legal new-rare• he
t• Superior Court of king Count;
C l t ray
vuu Tfie notice in the tzars 6u;r annexed, watt .
Seaar 'oeantod, Mar issues of The DaiIv Jou•rv:! of Commcr..
11
Rod aed 1 {ularly distribute{ to :is ��.t:�rrd w•n dunt
yry D
fr�1"ortaidid ate1T ted perind The arnt•xt-.i ,:r,:r, a
rej�a4 City
andio~W Wb�ind to
ufonna tdOCSCn ot. tllU Call
cadre any and-or all1 h
tin -
Appunvep yC.s and epecih
catkins and W. of r Inwt s published on January 10, 17s G4a V;fab
tM lablk ir4 DvIninenned ai
KM at the Renton LlunMcuwl
Bu�ik iris for s n It 00
ael D ut 50 to rover
pentars.1l in I The depoalt ,
Will be nfuadad opfn mum nt "
the Diana and Sprifiatiom:n '^
`uod coodnina Within fill
Gaya sfter bid opentq 7Thea
mat'baw 1�nli not be Subscnbed and &worn to hefurc r, .
in�he�fuafied t of five lartenboni Jentla t'y 24, 1986
35 t of the total amount d eam _
wy�7 bid
and
�tont"�•fD�en�pep��rriminatfon ouet,
�C rCC11,4 Jlrati4rd to
mexa�.7urusry I 1 611t
Affidavit of Publication
City of Renton
Sewer TV Ins
&Sewer GroutinE
Rid Date.Jams STATE OF WASHINGTON
-
----(TTYOP-RERTnk KING COUNTY—SS.
SUNSET PUMP STATION
SYSTEM
5ANITART SERER TT'
INSPECTION AND
SRIFER GROUTING. Thf undrrsigsni, on oath .states that he is an
PHASE In— IMI horized re reS+Lnwtiee of The Daily Journal of Commerce,
until.90 Jua 2,itsa laily newspafxs, which newspaper is a legal newspaper
at the Cie toan n Clerk', ,N, and general circulation and it is now and has been for more
r.III be opened arld `uuu;r n six months poor to the date of publication hereinafter
re d in the'o n.ni obfercrce
I
Reu•,n 5tuhmi;al Bo,:d "red to, published in the English :anguat;e continuously
.�a,2ao Mal'lU. s�utn a daily newspaper in Seattle, K„e County, Wa,hirloon.
the worts U. n' rfomied i it is now and during all of s.: i Y:me was p^in'ri in an
thin r l 8 enc Iron
under
ne r iti of cummencrmoat led maintained at the afotrsa l glare of ce wilstlnn of
an dir but n t thei mited hall
1D s newspaper The Daily Journa: of Commerce wes on the
r Sannarl Fewer Flu'Aina In day of June 1941 approved as a legal newspaper by
1.ime Tt hopl In line ` Superior Court of King County.
sanitan :Xu<r G...t of
appmb„n Atrh Is.lkw lIl of The notice in the exact form anrexM, was ub:iahrd in
t . lU nil 16 5xnitan P
sewer n:at,. nilar issues of The Daily Jouroa:of Commerce, whirl. was
.santtaq Sewer Cleaning r darly distributed to its subscribers during the helow
R'rot Socialist and Tri aimer.t
wlth Root Growth inhibitmd tM fa•nrxl. The annexed notice a
Gmul aptiraximetely 2p50
TnY 8a'exwr pitx.
eerlr r+c,In,right to llotics, of 8Ld Call
m�cctae) ,nd — dlnidsandto
Inv:ind qa.:...V[nlAtl
Approved Flars and specff, s published on jainNRSY 14e 17, Loa 1986
-umm a.d torn of contract
dIXNminb mar be obtained at _ ..
the e.1t works Department
office el the Renton Numc
Routh for a d „t of$5 00 _
earsa ge»°'I Dim
will 0e riupon TM deoa:it
tetum of the Plana and d Specifications;ratans of -
aaMi xis lt,osa withm lA t
as
1�anor Et opening a Subscribed and sworn to before me on
Charge will nat to
A trims od theca or bid bon. , JRDW rY 24,,;1986
to 4he amwnt nt five prrtmt f -'
evo
`59F)ot tha^otal amount o(ew•a ,
<Cth'v Fav lraMiUb and '�'r" - . � as
Fen nDpl spill.:minati�n Potide" of"'arc s�.i.n`ldla�a In Seattle '
MAXIM£.MOTOR.
C.0 Clerk
Dates of pupi{Catrpn in the
Seattle Daii�Joutoalptodf Gun
tipsr..January 10,11 it24tiI
9taiafT�1R1►4fATgN svSTEv
TV OWGVJM
AFFIDAVIT OF PUBLICATION ""11Aa
R111SE S-1Ma
a AW~avow
. SEWER CLEAMM
being first duh sworn on oath states that arwbtaarNtaaaaaa Mr 2Jo
he she is the Chief Clerk of the aW' hlauaaae tMMbC1[VCWks
alaos aria aabaapMmeataMltray taaa
a b aSt*A Saw
% MMa0♦m e Ra ,
M.apt M/aap.Sao ME Aq.Stbm
VALLEY NEWSPAPERS 'tr W0* m be aMba.a WSM
rYotlatq a y.ban ttr tW Maonwynce.
mws veto"aM ooAbaa Yaa bo4aa.M
Daily News Journal, Daily Record Chronicle, Daily Globe News not o.aaabo b
Daily newspapers published six(6)times a week.Tt at said newspapers hood"n h4ko BWANY OWN Q uryt
are legal newspapers and are now and have been for more than six IVOfdr taaaon Ma'.to
months prior to the date of puhhcation referred to,printed and published Stave Samww4�RanWrr
in the English language continually as daily newspapers in Kent,King aL p°a *11FMa'W*M2
County,Washington. Valley' Newspapers have been approved as legal aver iapa,2 p M ioirat
newspapers by orderofthe Superior Court ofthe State of Washington for o01OMWaaataM/t..MtXSaWSMa
King County eaa gei`^Mab MaRMaor
The notice in the exact form attached,was published in the Daily Newsatd baMatNi ably
Journal Daily Record Chronicle,:__., Daily Globe News_.__, (and alMawayw Arta paykaaya ano
not in supplement form) which was regularly distributed to its aM MM e �araa mar be a>
subscribers during the below stated period The annexed notice a wManaagra 10 "Maa�AA�a1s� �
'..: _. was published d*M of SSba Sao aM abr 5230 m
on `t. p be m1Wmt pWr of lame n
gMNV Th,amana
carp w oat be MAaNW
A c~ cMCN a bid bir Way
The full amount of the fee charged for said foregoing publication is the 'O1"'"°b aat0a'a RW a N mbt
C'atMiuM daaab damWl aoaaWpMry aaM
sum of S._: ._.__.. Pu i(My'� aria No.
aaP"
Coy Cw
bty Ck'
�Warirf r,hw oasy Ra CJMMck
January i6 one n''an R9aia
Subscribed and sworn to before me this;}:a day w 19
Notay Public for the State of Washington.
residing at Federal Way,
µ � n.. King County,Weshington
AFFIDAVIT OF PUBLICATION V
CALL MR 1140111
SUNSET PUMP STATION aYSTEM
-AUA it Ja Jcie_-, being first duly sworn on oath states that a�Aatlr�
he she is the Chief Clerk of the MOMM PWMO rr���
>lIPY
VALLEY NEWSPAPERS a.radt ra'wp.rgrr2M
oat. � ithal�a/aaar taaaNaia cwka
Daily News Journal, Daily Record Chronicle.Da:' Globe News ^ � Mlelrwtl
n fM ae oar Ca�aaw lfwam
Daily newspapers published six(6)times a week.That.a,o ewspape TM 0 be wow p
are legal newspapers and are now and have been for more than w01"dM
months prior to the date of pu blication referred to,printed and publis "I'll VOr IM Coaaad dW.0ib,da
in the English language continually as daily newspapers in Kent,King as be anaMM
County, Washington Callen Newspapers have been approved as legal go" ftwor.►rina>W Saw baaN
newspapers by orde r of the Supenor Cnort of the State of Wash ington:or Vd1@PP,MxWw1eeM1M1J a10 Io
a1r t gyiyy garar pan
King County. slaty aarr CNrrq,Cam R n .l
aria N Mntao"d apPrdtiamry ten
L.E. d ao•The non innaprbad mo r tr
notice the exact form attacFed,was published in the Deily News aDaw ppa,2103 LF d r D a'callmDta
Oba narort a11019aa LF.de'p5 wnaaN
JnurnaL_.._, Daily Record Chronicle_ Daily Globe News_.._._, (and trp aaarer war lidad MAaraon
not in supplement for,) which was regularly distributed to its
subscribers during the below stated period The annexed notice a ACdV tearaa ar Vo Ni 40
any
Jp1_1, grAcq was published rlda as rdlam a wawa am Doom al
lnbnrlaNa.
on Jau_;` _lt�_anri_23t._lJt1y.._.__�9(133 APVW d Mrr and apedbri&W,ara
Nina of tpn"darAvwft""be ab-
tAaud 01 the Pua1�F.W�ua�b� DW&"mom
d *ON of 86.00"Ch W p W 92 W a
The full amount of the fee charged for said foregoing daWr a%W natllW ON",.1,
g g g Publication is the be
tlaataaa
sum of S aD speComo r n gow a M Ptaaa&a
{Y(P�/Fe.. ftW dies 21 n (paa da The &&V
ow Gaya Nw a1D opiloftko*W The malGnp
dbA wad a eno, b
A aI of# d1P a t1A it M N
.. . . � rndunt d akv wtwa(5x)d pr taw
'-- -- M"aa+ap.a�ba.aYaaaMnPr�y aaai
as
Tie tatl''a Fop PrMYtra aro N.�-
Subscribed and sworn m before me this23n}.._da}•ofra1T--19.._..___ PaapalMW pow"M"aoair
CM Ckrk
Mma E k .
CM Cory.
Pubk lwd,n tM DrMr Pa Cbrmktle
JaMa1ry to Nina 23.1/65 N9633
Notary Public for the State of Washir, an,
residing at Federal Way,
,� r•" .r King County,Washington.
)l7
Se 11y De�_
Journal oommerce
'3 C.LL.I-VH1:\ s; 'Ez;v 611.!r] 1113,
1206--M-S=7p1 'EAT'rLL RASH 1814
City of Renton
Office of City Clerk
M"n'cipal Building
200 Milt Ave. So.
Renton, Wa. 98055
Notice of Bid Call 1024-1
Sunset Pump Station System, etc.
61 lines 0 1.00 per line 67.00
61 lines @ 900 Der line 54.90
_ $115.90
Published January 6, 11. 1984
-'q' I sv
PIeA6ei +e-c..k,:r.�
allude Accoue8 AAmy„r+It6 P.ymcnt
Affidavit of Publication
City of Renton
Sunset Tump St"%o
System
Sawtuy Sower TV STATE OF WASHINGTON
Sewer t%4 @ KING COUNTY—SS,
Smoke Testlnr
INa Date,Jae.IS
It
..lea s w�t�it resei�:ei
until t the p m,_J�q M.o ir,
ee64 at eCpeHp�gtilerk'e olfrr,
read and willlbe Nhfioortorttsblkie.
,.n$ .Reni{_NAw Sor4pa1 116
rha6 wMolrlk to be ppterti rruee
within 80 workiy days from,
the date o1 a'anttnan,emenl -
'under this trouts,! shall io-
elude,but not be limited to.
U"Itery Sewer Fluahinl.
in'Line 1\' Inspection. In . .
Line Sanitary Sew,.
Gmutl app!p'tmet
Spo 18'—"and RIJ'
Ey1 '
-Sewer Main Ce,
ment rantre" rubber
.IWIW !rn and Smoke
�s n
TRat1 n1 gPPaaimateiy
1F,000�1.0 6—12'Stnitary .'1.0 q ', j
&went' right
Melietu-6 the%Mw altQ .y and'or aumdeantt1 Nnrice of tie Call
noslVR anJ and!DI iB IntDY`
m littes
A,Ppro
Ame a d Planefutdo and apeeitli
de na end over
of ainlreet
the Par li,met' . -q""N at wa publisiicd un .IaRtJarY t 13, iQNG
the PubLr Y1'Drks r, pmmmt
BuOd at the Rrnum M.mit of�tp 0
Builds¢fur n deo% of b e - '-
^,mh xl plm ffZt W to refer
Postaee., mHted The
i7)be refundM upan r ions of
th, oti snic. ithin thity
rxd ,it#, id within thirty
eya after bitl opill r
m The '
gitinq ,aar6e v,li not
rNnded
e cvmfiod
*n%ou rherk a b;d oDnd Subscribed and sworn to be-(nry Dar on
in the amnuot Df fire .fec b
S'ii of the total emeunt of sack Jgnuarv. 13 ,P
hid tsar;:A(romQltl}'ea,hbid .. l�• Q
The C,T S Fai[P1'gll""and
Non Dlscrlminatian Pohri,v
shall RayyppIy
AeAyautL N J PETERSEN. utn,
[Phteetyof ip�bliea4on in the r"iais t� iys,u.�
Cattle patty JDumel of Corr
rtxrce,Januan 6 and P.IM4
IO:4 BI
e e
Affidavit of Publication
City of Renton
Sunset Pump Station
STatem
Soullar7 So a TV STATE OF WAtHINGTON
Swret KING COUNTY—SS.
lea
a
or
wt�ltm vp1.(be 'are s[rosmd tL
the it osfpn�iatee®
clud�a bwinut 0et11�mited in to
Santary Server rluaSnvg. !. ..
In Line n'' Inspection in �,—
Line Sanitary Svwv� t.
Groutin( of approaimatel
10.0001.t.of e'—ln•and lY'
Sanitary Senor Main Ce
ment concrete rubber
+.ekaed of
W and Smoke
caller l vpDro v imately
7m- f f. f 6—it'Sacitary
Beel.er
The City reset nw the right to
reiM any and'or all bids alitiesins to
waive very end,or all ipfor- ^''YC ire -y'. [1d full
mAppro
Approved"i Plain and apedGt
canons eaa form of aintdat
the Public Works
be obtained at JAnal,r I;, 13,
the Public blocks n3a rtment^ Y 19, 4
office at the Amlm Nualvi i
Bulldigs�hr•depgut of Fs 40
eucb eat�piw p.W to never
w�illtabe n t). upon mtaurn err
tin Plans and Specifkatnnni Ic
(u,d condition within thirty
days utter bid opening 'Me
malting charge will not be .._ . .
refunded - - "'•
A terelfind cheek or bid bond Subecnbed vM1 s%,:rn t,i t
in the amount of Ive pemot c6m
kB%i of the tmal amount of lac b
btdmuat labels. Jaauary, 13, 1984
hie Iti a aeticas and
�IDDy'�)Imination Policies
MAM.YN J. I'MRSCN,
MAWy Cinypvrk heferr Psne for
Dales M pubilcaliat in the retadnaa I,
Beattie Dally Journal of Com
mein.Jan."6 and 13 ?M
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