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Home My WebLink AboutWTR2700925(4) 4th Ave. S: S.124 - S. 134th Steel Main -W-92 5 BEGINNING OF FILE ME TRiF � IQ ww� y tA � !�E�24"- si34 S fee. l MA :ti Rp / A Ce bi e A 7L ro DIRECTIONS REGARDING PERMITS Note. Right of way shall mean any Street.Avenue,Alley,RoW Or Lane Pudic Piece shall mean any 13rdge,Trestle.Wharf.Property,Sir,lours,or Pubkc PNpa APPIi ntstwpepnit6t0occupycountyproperlywith utilities.01 holders Of grant¢tlfranchuserghts,who are planning constructon wwx upon,abrg Over,o^tlaroracross any county right of way of public place in King County most life an application with the Real Property Division.King County Admen-Stratton Building,Seattle,Washington 98104. The application shall tie accompanied by drawings tin h,phcatei d.awn tO work rig scale.commonly 50 to 100 feet per Inch. a shalt describe the nature of the work.and snow the locafmn of same pit a map,giving names,or numbers,and wh th 11 roads and streets.It must al.:O snow location of work with reference to Platted su"n isrons,and section.township anti range and must snow the location Of work n3latrve It,9xisting ULetylacdlhs which may be affected Review aline application must contonmto the County Environmental Policy Act o d Mce 1700). Application shall speedy the type Ol construction m delall by subm"ing plans welch show the"Su Ot maiefialand egmpineat t0 be ul All such material and equipment shall be M the highest quality.The manner at excavation filling,construction,installation,erection of temporary structures,traffic turn outs.road Obstruction and barricades,shall conform With county standards and shall be approved by the Counts Engineer in advance of work. Signs and barricades.and traffic control m the vicinity of any work shall conform With provisions of"Part VI Manual of Undorm Traffic Control Devices for streets and highways." Belpre the work is accepted for the County by the County E ngir all of the direct costs and expenses Involved In administering said permit must be pad to the County by the Molicanf These or ludo labor charges for examination,inspection and supervision of work in progress by field Personnel. Any denial Ion from the proposen plan.resulting in what 16 commonly known as the"As Bust"location is Subject to advance approval by the Engineer.Charge notice must show 'As Built'position relative to grade irne and centerline of right pl way and any Other Install6bons in lire right of way. PERMIT-Termb no Conditions 1 desci.bed In this�mi�and assagirs,Is pproveed by theaContgEnled neereorg of nsamhnntytOenteruponth¢night of way nr public Place tOrihe purppse of pertorming the work Permit and a y g, agent 2. Before any work corlrrrietlCea the site must par Inspected by a county repesenalive and approved by the County Engineer with respect to'. a. locallun +• e. Mode of operation of the Installed facility b. type of construction f. Manner of maintenance of mstalled facility c. materials and equip Bent to be installed 9. Method of safeguarding Public traMc both during d iminner of erection Or construction r ,act is uhours nm, and during non-working hours whale the prlaje0t is undo; construction 3. Alter the installation,oparebom,maintenance,p ramuval of a utility Or 18c11,ty the grantee shall restore all rights of way and puh IC places to the conditwn which is equivalent In all•aspects 10 the Ondition they were in before starting work.All work to meet the approval of the County Road Engineer, 4. In the eventthal unydartiege of any kind Is caused bythe grantee m InecWrsegf oedormingwd'k authonced by this permit,he will�epalraaddamBpeat his sole cost and expense.Repair work shall begin without delay and continue wiel interruption until completed.It damage is exlensivethetime allowad/w repair win bepreacribed the County Engi seer and/or ins Potent by S. The County Engiseer,his agents or ropresentabves may at any bme.dO,Older,or have done any and all work considered necessary to restore toa safecondhionanyarea felt by the grant lie in a COMrtiom dangerous o sire or property and upon nemantl the grantee Shall pay to the county all COSts of such work,materials,etc. 8. When the county deems it advisable to change the alignment or grade of any.lght of way or public place or structure by widening.grading,regrading,paving.Improving, sdenng or repai;rngeame,ine granfeeupon written notice by the CoOnly Engineer,his repesentati"SO(agentswia at his own SOtecost and expense,raise.lower,move, change or recbnsP00t such installations to conform witn the Plans of work contemplated or ordered by the county actOrding toe time schedule contained in the written not" 7. Penalties up to Dole Thousand($1,000)dollars par day may be Imposed by the County Engineer,it the grantee delays refOoll Of facilities beyond the time limits prescribed by he County.The County reserves the right t0 order its Own agents cr representatives to accomplish the desired change,and all costs of relocation Or removal shall bin botrM by the grantee. 8. All such changes,reconstruction Or eocaton by lee granted shalt be domain such manner as will cause the least Interference With any of the County work.-11 shall have seventy two(72)hours written notice by the County Engineer Of hnsrepesehtahves oragents Otany blasting contiguous to the grantee's permit ng"- ,ter that he may protect his interests. 9. This grant or privkege shall not be darroodoremshued lobean excWsivetranchrse Of does not prohibit the County from granting other permits or franchise rig,.I Iof like nature to Other iwblic Or pnvate utilities,nor shall it prevent the Cmmy from using any OI Its roads.streets,public places for any and all public use.O•abepbts,un*dmhon over all Or any Part of them. 10. An the provisions.conditions,requirements and regulations herein cOotamed shall be binding upon the Successors and assigns of the grantee and all privdeoe6 of the grantee shall b�given 10 such successors and assigns as if they Were specifically meniwned. I. The County Engineer may revoke,annul or terminate this perm for any Of the following reasons: a. Grantee fails to comply with any q all of its pomlons,requuementa Or regulations as herein set forth. b. Grantee wi@Nly neglects.tails to head,or comply with notices given n.m. C. No construction Is performed within the tea of the permit. d. Facilities are not installed.Omrated.a maiftamed in conformity with conditions herein set forth. t2. Grantee by accepting lhi4 erel agreestoobtalninlOrmatlot.roman UhIllydepanmentaregareing location and current atatusof their installations before Sit ningwpk. F'ovele property owners adjoining.On in proximity to the right W way shall be notified when such properly is exposed to the possibility of injury or damage through performance M this project.The grantee Shall make all advance Arrangements necessary to protect such property anNp utility from Injury Or damage. 13. The issuance of this permit to the grantee does nor In any way..rbeve the grant"of any other 4gPlicalt a law in pertorming the wool subject 10 this permit. 14 ThThCou81y EngreermaYefanytime change,amend.modify.amlNlyMlarfel Scroll the conditions herein enumerated.sons tO Comore,to any applicable local,state regulationor npnaining t0 highway regulation,the pOteotion of the environment,Of the Public health,Safety and welfare as presently exists,Of may hereinafter be enacted,adopted or amended.The County Engineer may tarmmate this permit d grantee farm to comply with any Such charges. is In all hiring or troici ymenl matte possible resuieng trom the granting nt leis permit.there Mail be no ,&y,onaloh against any emplovew or apos"ot for employrtl0 M bM]aUSe of se o x Wr at Oneniatun,age race C,i, heilgon Ilal,,ral n,P, martial status or the presence 0 any Yeg50ry.iiiental or Phy}ICd1 haod,,air unless us in d forts hoe UI:Cu�aeKWiN qualdwaion,and th5 rrpmreme!nr shall apply t0 b.it we t0 be limped t0 the iaiowrng ainployn+ent adMnrsing Iay011 Or termination-fateb of pat a other forms of crxnparysal,lo and Dalai-Iron for treirmg,including apxsntxaSap No Pen,shall oe dareed or subfecle"to dscn'Iffil x,,n recaPl or the naosM W any satires or WeveMe made p4aaek a fir jWJ1lmg from the grenhng 01 Iles fail W the ground of wx seauai Im this O,ryiCe color relgion.nah hal cogm.age(wicapt mihdhum age alp yakrymMls AM,yrrvi.t.Baal statusa ma plaaaB;e of Sol,aeppry menfal or Ph"KN handicap Y-'- ^ 4,41,--. : : . by free County a�d m r rerun oinviOn n�I be a bnWO6 a volatgn Ortho OamN ono Shall a grounds lotpar,40W.ssnm,,l Or wispensrorf ui whole or in pan of the Permit nesphimy Ill further County bermes TV*PWMMW Shall make the beat beats to make oppr•uraies for employment alkeot conlixtirg iwrv,,S available 10 warren and mirdmh persons The perm e" lrOOCWttaaa that Kit,g Collor,'has a poky of efomolimy effirmaliya anon.aguN opponunliv and has resources"Wri6 to aaaS mminas.n blase seOrta t,r . KING COUNTY REAL PROPERTY DIVISION RIGHT OF WAY CONSTRUCTION PERMIT TELEPHONE 344.3956 PEHMIT NO. a-118S-87 JOB N0. ENVIRONMENTAL ASSESSMENT -- £3 Required Date Received___ ❑ Not Required FRANCHISE NO. _'1•` _ KROLL PAGE NO `. ❑ Existing Assessment DATE SECTION!, : •• - TWP. RANGE--. ❑ Replacement — ❑ Categorically Exempt APPLICANT I,:t JA ---.----------PHONE NO. ADDRESS: 3555 _'tiD 5TkLET __UUD NO. RENTOb, WA 98f15h BOND AMOUNT do Job DMc iifptlon: EMERGENCY CONTACT PHONE NO. TO REPLACE APPAOXIIiATELY 2400 FEET OF WATERMLN WITti 1;"; DUCTILE J.A06 MAIN ON 84TH AVE:iUI: SOUTH PROM SOUTH 126TJi STREET TO SW LANGSTON ROAD. THIS INCLUDES TWO (2) CROSSINGS. POH: WATER PNO33CT NO. W-925, 84Tit AVENUE WATEWAAT:N i A P11E-CONSTXUCT0N CONPERUCE SHALL BE HELD, OPEN CUT CROSSINGS AT S. 128TH STREET, S. 130Ti1 STkEIT ANU 84TH AVENUE S (ADO' OF S. 134Th STREET) ARE ACCEPTABLE IN ACCOROANCk. 'aTU. KING COUNTY O?a CUT POLICY. RECEIVED -HIS PERMIT 15 FOR KING COUNTY RIGHT OF WAY ONLY DATE /o - GIVE DISTANCE BY STREET OR ROAD WITH AN ON,FROM AND TO DESCR.PP.O ` ALL WATER MAIN EXTENSIONS MUST HAVE APPROVAL FROM THE FIRE MARSHALL ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 30-'COVER ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF TtlE KING COUNT,ROAD ENGINEER The undersigned agrees to comply With provisions,conditions and requirements contained inthe-'Standards of Good Practice for County Road Departments puBhshed by ,Aunty Road Admimstrabon Board. As worklo Redone In Conformityweh co ydsrons ant fagmrernents 01 King County Code627.1324 and 14 44,and the petitioner agrees to proseculew,th all diligence&no speed with Cuts ir,ganl(or the rights,interests and convenience 01 the public.11 al the end etdma.!hs otter issuance of perm! IrKy grantee sndl',riot have In Uperahon sdltl Uh111hes.monthe rights r life,conferred shall Cease and her-ninale,Unless spec,lic written ptcivisichs are made for a remys i Of extension The undersigned,his successors and assgre,agrees if granted the above permit,to Comply with the Pruvlsrons.conditions.requirements regulations and recommendations harem contained and as may apply to any utility franchise granted the applicant and under whose provisions same is Issued He Witt reSpetl and protect],1 property contracts. persons and fights that mignt be affected by it INDEMNITY AND HOLD HARMLESS The Perinfe..agrees to rtdemnity and cold bar roles King County cs provder,herein to the maximum exroct possible under law Accordingly.the PermitXee agrees Icr sliver,its successors,am,assigns t0 defend indemndy rind ante haImIess King COunh Its appWn feO and elected o7Krals,and employees from and against hab ith,or all claims.demands.Suits.and lodgments mcodmg costs of defense thereof for olury io be sons death or property damage which is caused by,arises out of.or Is incidental to Permitees exercise of rights and privileges granted by this permit The Pemetfees OWgations voosr rou permit sha➢.nclude.(a)indamnxftcatron lei such clams wneihcr or not they anse from the sore negligence of either the County or the PBoottee,the concurrent negligence M both panes or the negligence of one or more third parties.(0)The duly to promptly accent tender of defense and provide defense to the County at the Permittees own expense,(c)Indemnification of claim9 made by the Permihees Pwn BmplpyBes or agents,and(d)Wavw of the Pmmglees xnmumly ind s,the inddselal Insurance provisions el Title 51 RCW.wnfen waiver has been mutually negotiated by the parties.In the event it iS necessary for the County to incur attorney s lees,legal expenses,or Now costs to enforce the provisions of this section.all Rich fees expenses.and Costs shell be recoiierabe Item the Perm)" a In ilia a e'll If Is dafemt.rard It*f RCW 4 24175 applies to Mrs permit.the Pennines agrees to defend,hold harmless,and indemnity Mttg County ro the maximum extent permitted thereunder,antl Specifically lot its negligence corlcunent With that of Ming County to the full extent of Permitted''s negligence PBYnHIee agrees to defend indemnity,and lipid harmless the County for Claim by Permntees omploess"and agrees to walwIf of its immunity under Title 51 RCW.which waeBr has been mutually negotiated by the gams Signature of Applicant Ll�/ r1 /S, S3 'rr /Dr yVic V1- -- - — Application Received 3�10i_87 _ Lnlerad ...�y1 i 1J P&MAf4ba;69.00 _— --- Rermulssued ___9iz1�8 _---- _-`__ BY 0• Dolor Date This aoplicalwn Is granted sublezi to the requmi m rhas and condmons thereof as haled below and on back or page. i,u>unty irspas it be assigned to the protect lonnspecunn Of road the Wolelt wits be remmnume7 to the County monthly b, Of d One our Inee9rOn timetphpbFy PWx'"I th sa1244.07)Oa883-755D.oalwamX21an072 hours wesraM^Xdwurr. Fadwetug've npfrcewruresultmtRagasasmenl Of a one hour inspedhpn limp cMrRe Kgems+the permuXee 2 All had sUHBcetl rOBtl4 10 DB ladked Or boned.Ex" will Oa on a case by Case basis with the express permission of Public Works. 3 One way!,attic 41 all hmeS Signs and IneBic Control will be in accondance with the manual on uniform traffic Control devices for Stress and highways 4 Asphalt to be coat line cut l snot pack from trench Restoration as a minimum snallmclude 4' of crushed surfacing top course and 2"asphail Class'B brreplace110 original condition 5 h is line responsibility of the grantee to notity all uteny distrx;ts and private property Demers whon such property is treble to injury of damage though the padormBnCe Of The above,'work Call 1800.424-5555 4 hoofs in advance to urKlefground utility Maton.Ths instt'rruuy��o��+does not re�ey/�B grantee from required notification Of county mspecl4rs altr4willod!riperag a e f , Approved Manager county Engines, 04VE ORIGINAL CANARY BILUNGIWHITF APPOL1Np RINK DISTRICT GREEN DRITRri WNTE RDAOptE CUSTOMER NUMBER INVOICE/STATEMENT �/q KING COUNTY OFFICE OF FINANCE 40/1/'O'D/(S-• 's 3r, /0. ' 1 MI 731100047 BR01 500�KING 4TH AVE., ADMIN.SEATLE,WA 88104 -- P' BILIIC WOOZRKS-RTOAIIDSg STATEMENT DATE py/20/89 -- UTILITY INSPLCTIONS-ENGINEERIN INVOICE NUMBER 8900518 O DUE DATE 02/19/89 p l n f� �{{^AMOUNT DUE � TO ENSURE PROPER CREDIT �_�'(�(r. �p a.�.� �'//TLyZ,Q—ap��_ � / J ��v/l�J,.C3& ""O.^ 3 �U•p� •MAKE CHECK PAYABLE TO FINANCE DIRECTOR �4G- g� -(- W' 9o - — •RETURN THIS PORTION WITH YOUR PAYMENT -p • INDICATE CUSTOMER NUMBER ON CHECK CITY OF RENTON-ENGINEERING •ALLOW ADEQUATE TIME FOR DELIVERY RENTMhLL AV= S , WA 98055 ATTN ARLENE HAIGHT MAIL THIS PORTION WITH YOUR PAYMENT _ — 000000U000000000000000000000000000000000000000000OOOUOOOOOOOF,9005185U0003360017 - ----------- - - CUSTOMER NUMBER 731100047 BR01 DETACH AND RETAIN THIS PORTION FOR YOUR RECORDS STATEMENT DATE OL/20/89 pEgIOD. 1 01 — 12 31 BB vAGE INVOICE NUMBER _ B900S19 UNITS UNITS RATE AMOUNT II`` DESCRIPTION OESCR nU477Q UUTIIITYINNSPCCTTONS 296 TRENCHING INSPECTION S 206 BB S 170 ST & TALBOT RD 1.00 42.00 42.00 S 206 68 S 170 ST & ALBOT RD 77,,•QpQ 42.00 42 21.00 W 14?0 88 S 171 ST & TALBOT RD 0.50 TOTAL TRENCHINU INSPECTIONOT RD 0.50 42.00 4126e00 298 AERIAL INSPECTION 42.00 21.00 S 206 8B S 170 ST R TALBOT RD O.SQ 42.00 21.00 W 1420 8B S 171 ST & TALBOT RD 0.5$g W 1420 88 S 171 ST & TALBOT RD S 206 88 S 170 ST & TALBOT RD 0.50 i 42* 00 22.00 S 206 B8 S 170 ST & TALBOT RD 1.0 S 206 BR S 170 ST S TALBOT RR CHR 116, LA4/S V�2�00. 2 .00 2 .00 Atli? ST. & 64. AVE S •, CITY CAE* TON CCR� I N 10.0 �f0� T I L A RTAI INSPECTION 3210.Ou L THE ugo[R, N[D DO N CERTPr NDER TOTAL UTILITY INSPECTIONS PEN OP PERJ r, THAT Tn[ MATE�IN.8' HAVE C[�' PURHISHEO. E 8[RVICEB RENDERED THS LA&[ CUW E BR A DJLL•T.DDUERANEO UNPA ID.OB TON a TOTAL UTILITY INSPECTION DAIN•r THE c,T,I oP RENTON, AND THAT 1 AY uTNORIz[D To A4 TN;AT1 AND C[R To $3'3i[r9(1 Dur TOTAL THIS INVOICE Nca v 3 ap,op I s s * STATEME T OF ACCO NT s PRIOR MONTH BALANCE $280.00 $0.00 ADJUSTMENTS � � T: B f �' � 42#0*OQCR PAYMENTS I' CURRENT DELINQUENCY CHARGES ``� I. � UNPAID INVOICES w TOTAL UNPAID TOTAL AMOUNT DUE CIT` OF R TON t�36:90— Lrq& ,uurnL UcpL R3ao.00'L CALL 296-735S FOR ASSISTANCE* KING COUNTY DEPARTMENT OF PUBLIC WORKS ROADS DIVISION TIC 81 UTILITY INSPECTION SECTION INSPECTION REPORT UTILITY JOB NO UTILITY,--- - ,�tJ f Ul) - (JAl IE {Z DOCUMENT NO A� ' F F - UTILITY ADDRESS !-• l PROJECT NO-�ZD- LOW ORGNO_¢¢Q�_ UTILITY NO(OPTION)- - -.-------- `- - -- - -- ------_- INSPECTOR/ MONTH YEAR LOCATION OF INSPECTION -j DAY T TASK HOURS --- REMARKSAMIPMJ r 2 �I I CIS 1 .p < I I I L1_1� I I I 1 I I 1 I -- I u I 1 , I I� I - , I - I t tI - i i I I I I I I I !y TOTAL HOURS I r , ANM tOP}n WMITE-OFFICE OF FINANCE VELLdM-UiILI PMN-UtILRV IH$PECTOA AWARDED o.,E Antract No. CAG TO T BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING (` FOR: 1. E. W-925 C � cl 84th AVE. S. STEEL WATER MAIN REPLACEMENT I L CITY OF RENTON PUBLIC WORTS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH. 98055 . (2061235-2631 kY i CITY OF RENTON {.' 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT f� Water Project No. W-925 INDEX Summary of Fair Prsctices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Action Plan *Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices �S Bond to the City of Renton IY Contract Agreement EEO Compliance Repo.-t Sample Form and Instructions q Hourly Minimum Wage Rates 1 Environmental Regu'.ation Listing IA Supplemental Provisions Special Provisions p'+ Standard Drawings Y^� Documents marked * above must be executed by the Contractor, President and �,. Vice-President or Secretary if corporation by-laws permi*. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority r must be attached to tF.e bid document. (" CITY OF RENTON V Public Works Dept. Renton Washington ?8055 1G.23.DRT:mf r er EXHIBIT "A" CITY OF RENTON 14 I SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 i+ The olio o the City o Renton is to policy f y f promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persons regardless of race; orsed; color; Y , ethnicity; national origin; sea; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital status. This policy shall be based on the principles of equal employment W opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: p 0) EMPLOYMENT PRACTICES - All activities relating to employ- ment such as'recruitment, selection, promotion, termination and training *halt be conducted in a non-discriminatory manner. Personnel decisions will be based on individual �1 performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. 1 : (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organszationa and commissions organized to promote fair practices and rquaZ �s opportunity in employment. 11r (J) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program wi a maintained to facilitate equitable Lipp++�� representation within the City workforce and to assure ! i equal employment opportunity to all, It shall be the responsibility and duty of all City officiate and employees to carry out the poZiciee, guidelines and corrective -. measures as set forth by this program. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees {roc is under-represented. w (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers con ucttng usiness with the City of Renton ... shall affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including �.. bid calls, and shall be prominently displayed in appropriate City facilities. r. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd day of June 2960. WeCITY OF RENTON: RENTON CITY COUNCIL: We — Mayor Council President to Attest: Issued: July 10, 1972 /J Revised: February 9, 1976 Ct y C �y&zWJ � .L /� Revised: June 2, 1980 CTcj Clark r CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 f SCOPE OF WORK {4 CThe work involved under •he terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 2700 lineal feet of 12" Ductile Iron Water Main together with all valves, hydrants and appurtenances and the transfer/replacement of the water services from the old steel mains being replaced, and the complete restoration of all public and private property to it's original condition Any contractor connected with this project shall comply with all Federal, State, County and City Codes or regulations applicable to suet work and perform the work in accordance with the plans and Specifications of this contract document. The City will supply all fire hydrants, 6" and 8" pipe, and approximately 1400 lineal feet of 12" pipe. All other materials shall be Crr supplied by the contractor. I : Lr V V v V 6w is V L ti tt� r t MI riii�uiiiiE ■�� iIIIH�hlllll Illluldl �il.''�//////Ni. III �,lu�{I ��° ��= HIIIElIIIIII IIIIIIIIIII II-_ _ \�� ,. ;��5'✓' IIIE 11E1EEEI —�_' �' IIIIC�IIIIII IIIIEEEIIIIII s __ =� � �^'� _._ 111�' '1E1EE� �� 11111E�IIIIII I I �I IIIII= @_ , �� II IEI�III II IHII6►IIIIII __ II � • �� IIIIIEiEllllll lllll�l�llllll- �C Ilion nn■.�_ ' IIIItIIE;lllll IIIII��1111= R ii1O IIIII{IIIIIIIIIIIH„�NI= \ INS IIIIRiIIIIHE-IIIIC711111'- -�� Ilununnuauu m{tuwuunuu Illllu � _ �. _" == IIIIH 14!IIIIIIIII Ipllllp ! I'I"II N'1''� •,_ � -11E1E��:►rH�E HE ulsiriri:'�� !illl � • �. �"-� EII IEIIN"i�Eil I IEEE II IH �Hli II IIIIE�I�11111= s,:�� r IIIII IB�� lllllll IIIIIIE'I'llll IIIH II"��III'� �oo link I Illllhin Illlllt �I nu �" ' C, AAA ntErr ■ ,�� 11 ��—�• NP OR ITY OF �7 t" i �.� ntaea�t �:� e, k�� •- �a � �. Y � Y��hr�s sal �r'lld2Cikoac�rtuai� �� YYY iiE9 I ■ �o = RENTON Ad Qe7 ��1 r ji: ,�l� ��l��lt♦�� `iEit i� �•�`•�i�•+��_r City of Renton Call for Bids 84th AVENGE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 Sealed bids will be received until 2:30 p.m. , Wed. October 21, 1987 at the City Clerk's office and will be opened and publicly read in the 4th floor conference room, Renton Municipal Building, 200 Mill Avenue South. The work to be performed within 40 working days from the date of commencement under this contract shall include, but not be limited to: Install approximately 270U lineal feet of 12" Ductile Iron Watermain, Fire Hydrants, and Water Services together with all required appurtenances, and the complete restoration ae: set forth in the design drawings and specifications. The City -ill supply all fire hydrants, S" and 6" pipe, and approximately 1400 lineal +eet of 12" pipe. The City reserves the right to reject any and/or all bids and to waive any and/or all informaliti_,:s. Approved plans and specifications and form of contact documents may be obtained at the Public Works Department office at the Renton Municipal Building for a non-refundable fee of $ 25.00 each set plus $ 5.00 to cover postage, if mailed. A certified check or bid bond in the amount f 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. Maxine E. Motor City Clerk Published: Record Chronicle: October 7 and 14, 1987 Acct. #51226 �. Daily Journal of Commerce: October 9 and 16. 1987 M Ar r r�• to INSTRUCTIONS TO BIDDERS r• 1 . pealed 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 '-pecifled in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. f. 2. The work to be done is shown on the plans. Quantities are understood to i� be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right '.w to add or to eliminate portions of that work as deemed necessary. lw 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by ►« inspection of the site. 4. The bid price for any item must include the performance of all work P ` necessary for completion c that item as described in the specifications . 5. Th_ bid price shall be stated in terms of the units indicated and as to a i total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 4 6. The right is reserved to reject any and/or all bids and to waive inform- I alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amOLnt of the work within ten days after receipt of notice of intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated y damage for such failure. 8. All bids must be self-explsnatory, No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall , upon request, furrish information to the City as to his w Financial and practical ability to �-atlsfactorlly perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 r r CERTIFICATION BY PI:POSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY ' Name of Print Contractor Project Name INSTRUCTIONS This certification is required pursuant to Federal Executive Order 11246. Tie implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether :t has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices Policy, as implemented by an "Affirmative Action Program" therein amendinq the policy of the City of Renton to promote and afford equal treaties, and service to all citizens and to as3ure equal employment .. opportunity based on ability and fitness to all persona regardless of race; creed; color; ethnicity, national origin; Box; the presence of a non-job-related physical, sensory or mental handicap; ace or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to +aid practices end policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard ' commercial suppliers or raw materials or firms or organizations with loss than eight employees or contracts of less than $10,000 business per annum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable peecentage of minority employment will be that percentage which is currently listed in 'Appendix I" (City of Renton Goals an9 :. . Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1s. This Program is available for review at the Municipal Building. ' The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hiring, promoting, discharging, comoen- " sating or any other term or condition of employment, by reason of such person's etatus, reference the (11) categories listed in par&. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance �.. with such policy and program in all respects; it being strictly understood and agreed that failure to comply with any of the terms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full comoliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. .., Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy.- Contract enti cation um er CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER _ NAME: r ADDRESS: REPRESENTATIVES TITLE: - PHONE: 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: ,Yes _No se 2. Compliance reports were required to be filed in connection with such contract or subcontract: —Yes _No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under a�clicable instv�cticns: Yes NO 1. If answer to item 3 is "No", please explain in detail on reverse side of this certification. CERTIFICATION: The information above is true and complete to the best rf my knowledge and belief. r Name an Title of Siqner (please type or print. I "—Signature Date Reviewed by City Authority: Date: Aay. 1131103 r CERTIFTCATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder proposed subcontractor hereby certifies that he has , has not __, participated in a previous contract or subcontract subject to the equal opportunity clause, as required ' y Executive Orders 10925, lilt& or 11246, and that he has , has not P filed with the Joint Re ting Committee the Director of the Office of Federal Contract Compliance,pArFederal Government contracting or administering agency, or the former President 's Committee on Equal Employment Opportunity, all reports due under the applicable filing requ- irments. (Company) — By: (Title) Date: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1,7 (b) (1) , and must be submitted by bidders and proposed subcontractors only b) (1) ,conn and m with cont- racts and subcontract• which are subject [o the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Cuc_ently, Standard Form 100 (EEO-1) Is the only report required by the Execit- ive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a pre- vious contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-t. 7 (b) (i) prevents ttie award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. r Rev. 4/83 ?UBLIC WORK OR IMPROVEMEFr PARTICIPA' ION CERTIFICATION: REF. '(CW 35.22.650 CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority ., employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term "minority business" means a business at least fifty-one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, wom_n, native Americans, r- Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be 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 ENTERPRISE CERTIFICATION Certifies that: .. Name of Bidder (a) it (does) (does net) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek olit and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE I. Cl{Name of Firm, Bid Item, Results of Contacts} 2' ❑ ❑ 3. ❑ ❑ W 4. ❑ ❑ 5. ❑ ❑ Mr./Ms. has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: W "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." 4, Company Date BY: (.� Title OR 0 b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. C Company Date t ' BY: V Title n' OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan, will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, " 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company i Date BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (S) working days of receipt of notification of low-bidc.er status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, M 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority v and Female Utilization. Company Date BY: _ Title 4. Rev. 9/9/75 C Ity of Renton Combined Affidawlt i Certification F.,rm, Non-Col luslon,Ant I-Trust, and Minimum Ilege (Mpn-Fedrai Ala) 01011-COLLUSION AFFIDAVIT wn Being duly sworn, decoses and says, that he Is the identical person who submitted the foregoing propos.., or bid, and that such bid is genwine and not sham or col- lusive or made in the Interest or On behalf of any parson not therein named, ano s- further, that the deponent has not directly induceo or solicited any other Bidder on the foregoing work or equipment to put In a share bid• or any other person or corporation to refrain from bidding, and that deponent has hot in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE, ASSIGNENT OF r.. ANTI-TRUST MAINS TO PURDKSER Vendor and purchaser recognite that In actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser ' Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, e:.cs;t as to overcharges resulting frw anti-trust violations com- mencing after the data of the bid. Quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AN) MINIMA WAGE AFFIDAVIT FORM I. the undersigned, having been duly sworn, deposed, say and certify that in ti connection with the performance ut the work of this project. I will pay each classification of laborer, workman. Or mechanic employed in the performance of such work; not less than the prevailing rate of wage or rot lass than the r- minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof r+ and the substance as set forth therein is true to av knowledge and belief. .�, FOR. HIM COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND M1111MLN WAGE AFFIDAVIT Mrs of Project Nei of Bidders Firm Signature of Author iced Representative of Biddor Subscribed and sworn to before r an this day of 19 Notary Fublic in and for the State of Washington Residing at were BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Presents: That we, as Principal , and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, b- these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the t?rms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the 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 sha'.1 forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 19 Principal. Surety 19 Received return of deposit in the sum of $ PROPOSAL TO THE CITY OF RENTON RFNTON, 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 fillowinp schedule of rates and prices: (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. ) ti Signature Address Names of Members of Partnership: OR -- Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of w With Main Office in State of Washington at City of Renton . Public Works Department 84th Avenue South STEEL WA2ERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE, Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both wo.^ds and figures and where conflict occurs the written or typed words shall prevail.) ITEM gPPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS C7S 001. 1300.0 12" Ductile Iron Pipe Linear Foot Tyton Joint �r Per Linear Foot Words Figures 002. 2.0 12" Gate Valve w/2" by pass Each Per Each 003. 4.0 8" Gate Valve w/Cast Iron Valve Bo Each 4 Per Each 004. 2.0 6" Gate Valve w/Cast Iron Valve Bo Linear Foot Per Linear Foot " 005. 540.0 Bank run Gravel for Trench Backfil Ton Per Ton 006. 490.0 5/8 Minus Crushed Rock for Pavemen Ton Patching And Shoulder Restorar.ion And Trench Backfill Per Ton 007. 21.0 Asphalt Concrete Class "B" for Ton Pavement Patching Per Ton 008. 1.0 Water Service - Type I Each Per Each Page - 1 City of Renton . Public Works Department 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS T . " 009. 19.0 Water Service - Type II Each $ Per Each W4jids Figures 010, 1.0 Water Service - Type III Each $ Per Each 011. 1.0 2" Water Service without Meter Each $ Per Each 012. 1.0 Air and Vacuum Valve Earh Per Each 013. 35.0 Rock Retaining Wall for Fire Square Ys.r Hydrant Per Square Yard 014. 2.0 2" Permanent Blow-off Assembly Each S Per Eac), 015. 50.0 Solid Rock Excavation Cubic Yard $ Per Cubic Yard Page - 2 City of Renton . Public Works Department 84th Avenue South STEEL WATER14AIN REPLACEMENT - W-925 So. 126th St. to So. 134th Sr. 1a• i All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentlons and total amount of bid must be shown. Show :alit prices in both words and figures and where conflict occurs the written or typed words sholl prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS, Subtotal SCHEDULE A $ _ 8.1% Sales Tax $ Total SCHEDULE A $ 1 u F �.0 f r w 4 r Page - 3 r City of Renton . Public Works Department 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 w. So. 126th St. to So. 134th St. All Pipe and Hydrants Supplied by City SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be :.hown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. 00) . 1400.0 12" Ductile Iron Pipe Linear Foot Tyton Joint s Per Linear Foot "Wdr-d& Figures 002. 84.0 8" Ductile Iron Pipe Tyton Joint Linear Foot Per Linear Foot 003. 35.0 6" Ductile Iron Pire Tyton Joint Linear Fon Per Linear Foot 004. 6.0 5" M.v.O. Fire Hydrant Assembly Each Complete r. S Per Each Subtotal SCHEnULE B $ 8.1% Sales Tax S Total SCHEDULE 8 TOTAL SCHEDULE A TOTAL SCHEDULE B GRAND TOTAL ALL SCHEDULES t I Page - 4 SCHEDULE OF PRICES M1 (Note: Unit prices for all items, all extensions and total asount of `. Did oust be shown. Show Unit pri yUs in both words and figures and where conflict occurs the wtitLon of typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED HID UNIT PRICE AMOUNT NO. QUANTITY Unit Ptias Lo be Yritten in Words DOLLARS CTS. DOLLARS CTS, THE ERSIGNED B11 DER HEREBY AGREES TO START CONSTRU . ION WORK 011 THIS PROJECT, I AWARE HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL E ECUTION ANI i TO C LETE WI,' IN WO ING DAYS ER STARTING CONSTRUCTION. DATA T TRIS DAY 0 . 198 CACRNO EDGEMENT OF RECEIPT OF ADDENDA: NO. DATE ND ATE NO ATE _ SIGNED 4 TITLE NAME OF COMPANY ADDRESS v CITY/STATE/ZIP TELEPHONE r, CITY 0 RENTON STATE CONTRACTOIS SUSINES LICENSE i LICENSE / k r i to ♦n BOND TO THE CITY OF PENTON i . KNOW ALL MEN BY THESE PRESENTS: CThat we, the undersioned �+ as principal , and corporation organized I and existing under the laws of the State of as a surety 1.l corporation, and qualified under the laws of the state of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and r 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 our 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- ton, the Ordinance of the City of Renton. 1A Dated at Washington, this day of 19_ Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for ra io which contract is referred to herein and is made a part hereof as though attached hereto) , and t WHEREAS the said� principal has accepted, or is about 'o accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; .. NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under L said contract, and shall pay all labc-ers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and { supplies for the carrying on of said work, and shall hold said City of Renton harmless M from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from I any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within : period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. L Revised: 8/16/83 r 2of1 Contracts Other Than Federal-:id FHWA and the construction installation performed and completed `.o the satisfaction anr' the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising uncer the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consist.a of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps & Plans a 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 R thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shal' be adjudged a tankrupt, or if he should make a general assignment for the benefit of his creditors, c,.• if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 4/83 1 of ) �rr CONTRACTS OTHER THAN FEDERAL-AID FHWA 4� THIS AGREEMENT, made and entered into this � day of 19_, '$ by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR." 1r. f4 WITNESSETH: 1 1 ) The Contractor shall within the time stipulated, (to-wit: within 1+ working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the w labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike ma—er, 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 addenda issued by the City and all , other documents hereinafter enumerated, and in full compliance with all w 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 1r i it Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and sage the City, its officers, agents, representatives and employees harmless and to promptly inde—nify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contro,;t to be performed hereunder, including loss of life, personal injury aad/or dasrage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account Of any patented or un- patented invention, process, article or appliance manufactur=d for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall , without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore. Contractor agrees to pay all costs, expenses and reascnable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. 6) Any notice from one oarty 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 ^ Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its a intention to terminate the Contract, and unless within ten (10) day. R, after the serving of such notice, such violation or non-compliance of i any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every w respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the suety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the ej Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the r 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 k, liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants w and other pr-perties belonging to the Contractor as may be on site of the project and useful therein. a. 4 4) The foregoing provisions are in addition to and not in limitation of be any other rights or remedies available to the City. 6of7 Contracts Other Than Federal-Aid FNWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost an6 expense of Contractor. 9) The Contractor and each subcontractor, if any, shall subm't to the City such schedules of quantities and cc;ts, progress schedules, pay- rolls, reports, estimates, records and m;scellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11 ) The total amount of this Contract is the sum of , which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisiins" of this Lontract. Rev. 4/83 w �w Contracts Other Than Federal-Aid FHWA 5 of 7 notice as heretofore specified shall be given by personal delivery E thereof or by depositing same in the United States mail , postage prepaid, Ccertified or registered mail . ►'0 L !' 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of as liquidated damages (and not as a penalty) for each such day, which ' shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by rr this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of final yr acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be M , r } r r •' Contracts Other Than Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON i� President/Partner/Owner Mayor ATTEST: Secretary City C erk d/b/a Firm Name r+ L4 Individual_ Partnership ?, Corporation A Corporation L State—of Incorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. i INSTRUCTIONS FOR FILING EMPLOYIENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project far each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftworker - Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours wcrked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority _. Employees . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian ` and Pacific Islanders - both men and women. CONTRACTOR/SUBCONTRACTOR 401 REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT .} Month: Year: To be submitted to the City's Project � � Goals and Timetables as committed Engineer during the 1st week of following �i in Contractor's Affirmative month while contract is in progress. Prime N`I' Action Plan Contractor is responsible for obtaining and submittin all Subcontractor Reports* e orts. or per City's Plan 9. 1 % To: (Name and location of compliance Agency Dept.) From: (Name and location of contractor) r- This report is required by Executive Order 11246, Se^tion 203. Failure to report can ( , result in sanctions which include suspension, termination, cancellations or debarment of contract. k, 1 . 2. 3. u. T b. alno- Total ratal York Hour@ of Employment (See footnote) rity number iumber Cla&@1 a. . a o. a . . �/h of or of His- er. Asian/ otal total mirrorit Employ. Name (I.D.) Tnds bona Tot& Black Pardo ndian Pacific Pe- Employ- eea P Ia]end .ale u/h ees C j" A Tr t t Tr j Tr ` k-: Tr 4 G TrVP An w , ` r Tr M 7. Company Officl•1'e Signature &nd MtliT Date Signed 9. Telephone Number (Include Area code) i L Rev. 11/77 (*Males s Females, "Minorities Non-minorities) Page _ of _ 7/80 (Submittal Requirements i City's Goals/Timetables) U;;EMERf(� T FOR THE PREVENTION OF ENVIRONMENTAL POLLU ;R �bKVA11UNUF—PUBLIC NATUKXr_'R'1=_rES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621 , the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws , ordinances , and resolutions : KX�ilg�.C� ount Ordinance No. 1527 requires Building and Land eD-vel-opment _ivision and HyTraulics 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. Kin Count Ordinance No. 800, No. 900 No. 1006 and Resolution o. o. o, o. an o . contained in Kin.g county Lode it es 8 and 10 are provisions foF disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation I : A regu- raiion to con the emission of air contaminantsfrom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70. 94 . WASHINGTON STATE DEPARTMENT OF ECOLOGY �+ W.A.C. 16-02 : Requires operators of stationary sources of air cuntaminants 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 Age: cy Regulation I . R.C.W. 90. 48 : Eaacted to maintain the highest possible standards to ensure the purity of all water of the State c—istent with public health and public enjoyment thereof , the F .pagation 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 of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of $5,0001day for each violation. R.C.W. 70.95 : Establishes uniform statewide program for handling so i 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 waterq of this State except at a solid waste disposal site for which there is a valid permit. r F WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES 1 R.C.W. 76.04. 370; Provides for abatement of additional fire haz- ard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building , roads , �• campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on �a proper•y on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement o orest fires or forest fire conditions . R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards , instruction or silvicultural operations . R.C.W. 76. 04. 310: Stipulates that everyone clearing land or clearing rig t-of-way shall pile and burn or dispose of by other satisfactory means , all forest debris cut thereon, as rapidly as the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits . R.C.W. 78. 44 : Laws governing surface mir.ing (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 Gan rec amation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining to land clearing and burning. r U. S. ARMY CORPS OF ENGINEERS L Section 1 of the River and Harbor Act of June 13, 1902 : Author- izes Se cr�-tary o Army an Corps o 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 Contrel Act (PL92-500 I. 86 Stat. ut orizes t e Secretary o t e rmy, acting through t e orps of Engineers , to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites . Permits 'may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery are-e and wildlife or recreational areas . L MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act a roved March 3 1899 : Provides that di arge o re use wit out a permit into navigable waters is prohibited. Violation is punishable by fine . Any citi- zen may file a complaint with the U. S. Attorney and snare a por- tion of the fine. -2- L [� PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: I . KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No. 25789 requires an unclassified use permit or 1 ing , 4uarrying ncluding 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 Mails ement Act 1971 requires a permit for construction on Late s ore Ines. Permit acquired by Public works and reviewed by Building and Land Development Division. ii Kin Count Ordinance No. 1488 requires permit for grading , land > s, grave pits , dumping,—quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. a WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Cha ter 112 Laws of 1y49: Requires hydraulics permit or. certain protects. ing County Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: Requires a National Pollutant Discharge Elimination System permit before discharge of pollutants from a poin'. h source into the navigable waters of the State of Washington. W.A.C. 372-24 : Permit to discharge commercial or industrial waste water— s into— Late surface or ground water (such as gravel washing , pit operations , or any operation which results in a discharge 14hich contains turbiditv. ) 1% .A.C. 508-12-100 : Requires permit to use surface water. W.A.C. S08-12-190 : Requires that changes to permits for water use Gk: reviewed bv t-Tie Departme-t ce Ecology whenever it is desired to change the purpose of + s• . cne place of use, the point of withdrawal and/or the diversion of water. W.A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12- 260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-28C: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc. ) . -3- r 0. PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES i• R.C.W. 76.04.150: Requires burning permit for all firQs except � . for small out oor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the f' 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- able timber. R.C.W. 76.08 . 275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires per,a&t for any surface mining opera- Lre iiC.i (including sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of ttarch 3 1899 : Requires permit or construction (other t an ri ges , s—ee II- S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will cDtain) . FIRE PRGTECTION DISTRICT �+ R.C.W. 52. 28 . 010I 52. 28 . 020 , 52. 28 .030, 52. 28 . 040, 52 . 28 . 050: rovi es authority or, requirements o , an& penalties for failure to secure a fire permit for building an open fire within a fire protection district. r UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 , General Bridge Act o Marc , an ene_ral�ri a Act o 19 d as amen e -Ist iRequires a permit construction 6T ri ge on navigable waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- 60 mentioned permit : Section 4(f) of Department of Transportation Act , National Environmental Polic7 Act of 1969 , Water Quality Improvement Act of 1970. w+ PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02 (d) Regulation 1 : Req�lest for verifica- tiou o p�opulatior�Tcensity . ontract .r Should be sure his opera- tions are in compliance with Regulation 1 , particularly Section ' 9.02 (outdoor fires) , Section 9.04 (particulate matter- -durt) , V and Section 9 . 15 (preventing particulate matter from becom. airborne) . -4- PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Cha ter Ic , Part 61 : Requires that the Environmental rotection Agency a note ie S days prior to the demilition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . 'The above requirements will be applicable only where called for on the various road projects . Copies of these permits , crdinances , laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration BuilAing , Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. -S- r WAGE RATES C C L C t V V `1 L i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 t OCCUPATION: FLAGGERS LOCATION. CLALLAM, GRAYS HARBOR, ISLAND• JEFFERSON, KING• KITSAP, LEWISP MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC CCEAN), PIERCE, SK4GIT, SNOHOMISH, THURSTON, WHATCCM COUNTIES, AND YAKIMA COUNTY (THAT PCRTION LYING WEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS I .. TOTAL HOURLY BENEFITS 3.43 f/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 260-0010 FLAGGER 10. 78 i 260-0020 FLAGMEN -- OTHER 260-0000 STATE: OVERTIME-ALL HCURS IN EXCESS Of 8 HOURS PER DAY OR 40 HCURS PER WEEK SHALL BE PAID AT CNE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. 260-901D STATE: OVERTIME - ALL HOURS WCRKED IN EXCESS - OF 8 ,'OURS PER DAY OR 40 HOURS PER MEEK SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULAR RAiF OF PAY. r 84TH AVE. WATER MAIN r ,. PAGE 1 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. L987 1 OCCUPATION: LABORERS LOCATION: CLALLAP. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. LEWIS. MASON. PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN ., BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE. SAN JUAN. SKAGIT. SNOHOMISH, THURSTON, WHATCOM AND THE PCRTICK OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA FRINGE BENEFITS WAGE RATES OCCUPATION STATE OCCUPATION CODE DESCRIPTION RATE gssss FEDERAL WAGE RATE GROUP LISTING ssssss GROUP 1 3SO-2101 WINDOW CLEANER CGROUP 2 3SO-0091 BATCH WEIGHMAN I* 350-0461 CRUSHER FEEDER -- L 350-1263 PILOT CAR 350-1871 TCOLROOM MAN (AT JOB SITE) I- GROUP 3 r 350-0081 BALLAST REGULATOR MACHINE 3SO-0241 CARPENTER TENDER 350-0271 CEMENT FINISHER TENDER 350-0313 CHIPPER 350-0340 CHUCK TENDER 3SO-0390 CCNCRETE FORM STRIPPER 350-0471 CURING CONCRETE 3 W 0520 DEMOLITION. WRECKING AND MCVING (INCL. -- CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 350-0810 GABION BASKET BUILDER 350-0221 GENERAL LABORER -_ 350-0860 GRINDERS `- 350-1371 PCT TENDER -_ 350-1391 POWOERMAN HELPER L 84TH AYE. WATER MAIN i PAGE 2 c« HNY-R32320-AA PREVAILING MINIMUM HOURLY PAGE RATES SEPTEMBER 25. 1987 OCCUPATION: LABORERS + LOCATION: CLALLAP, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS, MASON, PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN + BCUNOARY EXTENCED DUE NEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH@ THURS7CN, WHATCOM AND THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES + OCCUPATION OCCUPATION STATE CODE OESCRIPTIGN RATE ****** FEDERAL WAGE RATE GROUP LISTING •�>•�»� GROUP 3 350-1765 STAKE HOPPER -- 350-1880 TCPNAN - TAILMAN -- 350-LS41 TUGGER OPERATOR -- 350-2030 VIBRATING SCREED (AIR , GAS ER ELECTRIC $ -- GROUP 4 350-0051 ASPHALT RAKER -- 3SO-02SO CEMENT DUMPER - PAVING -- 350-0421 CCNCRETE SAW OPERATCR -- 350-0650 DRILLER - WAGON AND AIR 1RACK CPERATCR -- 350-0720 FALLER ANC BUCKER - CHAIN SAW -- 350-CE30 GRADE CHECKER -- 350-09SI HIGH SCALER -- 350-0966 HCO CARRIER -- 350-CS81 JACKHAMMER -- 350-1091 MANHOLE 8UILDER -- 350-1200 NCZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN -- USING COM8INATCON OF NIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETEI WATER BLASTER 350-1256 PAVEMENT BREAKER -- 350-1315 PIPE RELINER (VDT INSERT TYPE $ -- 350-1280 PIPELAYER AND CAULKER -- 350-1485 RAILROAD SPIXE PULLER (POWER) -- 350-1753 SPREADER (CONCRETE) -- 350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES -- 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED ) -- 84TH AVE. WATER MAIN L L. PAGE 3 L r HMV—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 1 OCCUPATION: LABORERS 4: LOCATION: CLALLAM, GRAYS HARBOR• ISLAND• JEFFERSON, KING• KITSAPP LEWIS. MASON. PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BCUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN. SKAGIT, SNOHOMISH. THURSTON• WHATCOM ANC THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA r WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTIGN RATE gssss FEDERAL WAGE RATE GROUP LISTING •�s�=• 1 GROUP 4 F 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS -- 1,. OPERATED TOOLS -- 350-1265 TIMBERMAN - SEWER ILAGGER. SFCRER. 6 CRIBdER) 350-1905 TRACK LINER (POWER) -- 350-2C00 VIBRATOR -- 350-2091 WELL-PCINT MAN - GROUP 5 350-0200 CAISSON WCRKER -- 350-1110 MINER -- 350-1380 PCWDERMAN '- �- 350-1500 RE-TIMBERMAN -- OTHER 84TH A%E. WATER MAIN I y, PAGE 4 L HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTLMBER 25, 1987 OCCUPATION: LABORERS Y . LOCATION: CLALLAM, GRAYS HARBOR. JEFFERSON* KING. KITSAP, LEWIS, MASON, PACIFIC• PIERCE, SNOHOMISH AND THURSTON COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.75 $/HR. PENSION 1.55 $/HR . TRAINING FUND .13 $/HR. f, WAGE RATES i I" OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE C tssri• STATE WAGE RATE GROUP LISTING •��y+ GROUP 1 3` J-2100 WINDOW CLEANER 8.46 GROUP 2 - 350-0090 BATCH WEIGHMAk 10. 78 350-0460 CRUSHER FEEDER 10.78 350-1260 PILOT CAR 10.78 350-1870 TCCLROOM MAN (AT JOB SITE) 10 .78 GROUP 3 350-0083 BALLAST PECULATOR MACFINE 15.21 350-0240 CARPENTER TENDER 15.21 350-0270 CEMENT FINISHER TENC'cR 15.21 350-0310 CfIPPER 15.21 350-0340 CVUCK TENDER 15 .21 350-0350 CLEAN-UP LABORER 15. 21 - 350-0390 CCNCRETE FORM STRIPPER 15.21 3SO-0470 CURING CCNCRETE 15.21 350-OS20 DEMOLITICN, WRECKING AND MOVING ( INCL. 15. 21 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 15. 21 350-0810 GABION BASKET BUILDER 15.21 350-0820 GENERAL LABORER 15.21 350-CS60 GRINDERS 15.21 350-1370 PCT TENDER 15.21 L. 04TH AVE. WATER MAIN I L. PAGE 5 w i * HWY-R32320-AA PPEVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 f OCCUPATIONS LABORERS LOCATION: CLALLAM, GRAYS HARBOR• JEFFERSON, KING, KITSAP, LEWIS� MASON, PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ssssss STATE WAGE RATE GROUP LISTING ss*ss• GROUP 3 350-1390 PCWDERMAN HELPER 15.21 350-1765 STATE HOPPER 15.21 350-1880 TOPMAN - TAILMAN 15.21 350-1940 TUGGER OPERATOR 15.21 350-2030 VIBRATING SCREED ( AIR• GAS CR ELECTRIC) 15.21 GROUP 4 350-0050 ASPHALT RAKER 15.69 3SO-02SO CEMENT DUMPER - PAVING 15.69 350-0420 CCNCRETE SAW OPERATCR 15.69 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.69 350-0721 FALLER AND BUCKER - CHAIN SAW 15.69 350-0840 GRADE CHECKER AND TRANSIT MAN 15.69 350-0950 HIGH SCALER 15.69 350-OS65 HCD CARRIER 15.69 - 350-0980 JACKHAMMER 15.69 350-IM MANHOLE BUILDER 15.69 350-1200 NCZZLEMAN (CONCRETE PUMP. GREEN CUTTER WHEN 15.69 USING COMBINATION OF HIGH PRESSURE AIR ANO WATER ON CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 15.69 350-1315 PIPE RELINER (MOT INSERT TYPE( 15.69 350-1280 PIPELAYER AND CAULKER 15,69 350-1485 RAILROAD SPIKE PULLER (POWER) 15.69 350-1753 SPREADER (CONCRETE ) 15.69 350-1150 SPREADER - CLARY POWCR OR SIMILAR TYPES 15. 69 3SO-1840 TAMPER (MULTIPLE AND SELF PROPELLED ) 15.69 350-1220 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.69 OPERATED TOOLS 350-1E65 TIMBERMAN - SEWER ( LAGGER, SHCRER, C CRIBBER ) 15.69 W 84TH AVE. WATER MAIN PAGE 6 CHWY-R32320-AA PREVAILING MINIMUM "SURLY WAGE RATES SEPTEMBER 25, 198T OCCUPATION: LABORERS LOCATION: CLALLAM* GRAYS HARBOR, JEFFERSON. KING. KITSAP. LEWIS* MASON. PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES CWAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING •****a GROUP 4 350-1905 TRACK LINER (POWERI 15.69 350-2000 VIBRATOR 15.69 350-2090 WELL-POINT MAN 15.69 GROUP 5 350-0200 CAISSON WCRKER 16.05 350-0535 DIVER 16.05 350-1110 MINER 1605 + 350-1379 PCWOERMAN 16.05 350-1500 RE-TIMBERMAN 16.05 OTHER 350-93SO STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS./DAY OR 40 HRS./WK.. MON. THRU FRI . . AND ALL HOURS WORKED CN SAT. (EXCEPT A MAKE- UP DAY) SHALL BE PAID 1 112 TIMES THE REGULAR RATE. ALL HOURS WORKEC SUNDAYS AND HOLIDAYS SMALL BE PAID DOUBLE THE REGULAR RATE. 350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH CF JULY, LABCR DAY. THANKSGIVING DAY. FRIDAY AND SATURCAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 350-93:L STATE: FOREMAN - $0.50 PER HOUR ABOVE THE HIGHEST LABORER'S CLASSIFICATION SUPERVISED. 350-9355 STATE: FOREMAN - SHALL RECEIVE $0.50/HR ABOVE HIGHEST PAID CCCUPATION SUPERVISED .. 84TH AVE. WATER MAIN �+ PAGE 7 r kw� i . HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 WWWWr OCCUPATION: POIER EQUIPMENT CPERATCRS F.1 LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON. KING. KITSAP. LEWIS. MASON. PACIFIC ( NCRTH OF WAHKIAKUM COUNTY NORTHERN w BOUNDARY EXTENCED DUE WEST TO THE PACIFIC OCEANI. PIERCE. SAN JUAN. SKAGIT. SNOHOMISH, THURSTON, Wh %TCOM ANC THE PCRTION OF THE FOLL04ING CCUNTY LYING WEST OF THE 120TH r MERIDIAN: YAKIMA Wi FRINGE BENEFITS r+ WAGE RAZES l OCCUPATION OCCUPATION STATE CODE OESCRIPTICN RATE ****** FEDERAL WAGE RATE GROUP LISTING • **** GROUP I V 570-5501 CRANE 100 TONS AND CVER OR 200 FT. CF BOCM -- {, INCLUDING JIB AND OVER -- 570-5506 LOADER• 8 YARCS AND OVER 570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER -- GROUP 2 570-5516 CABLEWAYS -- 570-5521 CRANE OVER 45 TONS AND UP TO 100 TONS CR OVER 150 FT OF BOOM INCLUDING JIB 570-5536 HELICCPTEP WINCH -- 570-5546 LCADER. OVERHEAD 6 YARDS t,P TO 8 YARDS -- 570-5566 QUAD S AND SIMILAR, D-10 AND HD-41 -- 570-5541 REMOTE CCNTROL OPERATCR. ETC. -- 570-5526 RCLLAGON -- 570-5561 SCRAPERS. SELF-PROPELLED 45 YARDS AND OVER -- 570-5551 SHOVELS. BACKHOES OVER 3 YARDS TO 6 YARDS -- 570-5556 SLIPFORM PAVERS -- 570-5531 TCWER CRANE -- GRuUP 3 570-557A BUMP CUTTER -- 570-5591 CHIPPER -- 570-5571 CONCRETE BATCH PLANT CPERATCR -- 570-5581 CRANES, 20 TONS THRU 45 TONS -- 84TH AVE. WATER MAIN PAGE 8 l; CHWY-R323 � AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1c87 OCCUPATION: POWER EOUIPMLVT OPERATORS LOCATION: CLA.'_LAM, GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP, LEWIS, MASON, PACIFIC 1NCRTH OF WAHKIAKUM COUNTY NCkTHERN BCUNDARY EXTENCED DUE WEST TO ThE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH. THURSTON, WHATCOM ANC THE PCRTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE CODE OESCRIPTICN RATE ****** FEDERAL WAGE RATE GROUP LISTING ass**s GROUP 3 �+ 570-5596 CRUSHERS _= L 570-5601 DERRICK 570-5606 DRILLING MACHINE -- 570-5611 FINISHING MACHINE 570-5586 HYDRALIFTS 57D-5616 LCAOERS, CVERhEAD UNDER 6 YARDS 570-5626 MECHANICS. ALL -- 570-5636 MIXERS, ASPHALT PLANT -- L 570-5641 MCTOR PATPCL GRADERS - FINISHING. HLUETOPS, -- PULLING SLOPES. DITCHES, ETC. 570-°E51 PILEDRIVEP -- 570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM -- ATTACHMENT 570-5676 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS -- 570-1;656 SLkEED MAN _- 570-5661 SHOVELS, BACKHCES 3 YARDS AND UNDER -- 570-5666 SUB-GRACER - TRIMMER _- 570-5681 TRACTOR, EO HP AND CVER. CACKHCE AND ATTACH. -- 570-5671 TRACTORS * BACKHOE -- GROUP 4 570-5696 A-FRAME CRANE -_ 570-5686 BROOMS -- 570-5736 CCNCRETE PUMPS -- 570-5106 CONVEYORS -_ 570-5701 CRANES, UP TO 20 TONS -- 570-5691 DCZERS. C-9 AND UNDER, YC-YC. PAY DOZER -- f r 84TH AVE. WATER MAIN r Lr PAGE 9 tt 1, H41V-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTcMBER 25, 1987 OCCUPATICN: POWER EQUIPMENT CPERATCRS LOCATION : CLALLAP, GRAYS HAROOR, ISLAND. JEFFERSON. KING, KITSAP. LEWIS. MASON, PACIFIC ( NORTH OF WAHKIAKUM COUNTY NORTHERN '. BCUNOARY EXTENCEO CUE L'ST TO THE PACIFIC OCEANI , PIERCE, SAN JUAN. SKAGIT. SNOHUMISH. THURSTCN. WHATCOM ANC THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATIONOCCUPATION STATE DESCRIPTICN CODE PATE �i>tRv,• FEDERAL WAGE RATE ;ROUP LISTING •��f• GROUP 4 570-5771 DRIVER CN TRUCK CRANES OVER 45 TiCNS =_ 570-5766 EQUIP� -NT SERVICE ENGINEER 570-5721 FCRK LIFTS -- 570-5711 HCISTS. AIR TUGGERS. ETC. -- 570-5716 LCADERS - ELEVATING TYPE -- 570-5726 MOTOR PATRCL GRADER - NON-FINISHING -- 570-5731 MUCKING MACHINE. ETC,. -- 570-5741 RCLLERS. ON PLANT, RCADMIX OR MULTILIFT -- MATERIALS 570-5746 SAWS. CONCRETE -- 570-5751 SCRAPERS - CARRY ALL -- 570-575o SPREADERS. SLAW KNOX, ETC. -- 570-5776 TRACTOR. 40 HP AND UNCER, BACKHCE AND ATTACH. - - 570-5761 TRENCHING MACHINES -- GROUP 5 570-57% ASSISTANT ENGINEERS -- i ' 570-5821 CCMPRESSORS -- 570-51% CIL DISTRIBUTORS, BLOWERS. ETC. -- 57G-5786 OILER DRIER ON TRUCK CRANE 45 TONS AND UNDER -- 570-5801 PAVEMENT BREAKER -- 570-5806 PCSTHOLE DIGGER. MECHANICAL -- 570-15ell PCWFR PLANT -- 570-5826 PUMPS. WATFP -- 570-5781 RCLLER. CTFGR THAN PLANT RCAD MIX -- 570-5816 WHEEL TRACTCIS, FARMALL TYPE -- 84TH AVE. WATER MAIN PAGE 10 fir` HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25o 1987 JCCUPATICN: POWER EQUIPMENT OPERATCRS �y LOCATION: CLALLAM, GRAYS HARBOR, ISLAND,, JEFFERSON. KING. KITSAP, LEWIS, MASON, PACIFIC INfkTH OF WAHKIAKUM COUNTY NORTHERN p BCUNDARY EXTENCED CUE WeST TO THE PACIFIC OCEAN ). PIERCE, SAN JUAN, SKAGIT. SNOHUMISH. THURSTCN, WHATCOM ANC THE N PCRTICN OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ♦+++++ FEDERAL WAGE RATE GROUP LISTING CGROUP 6 C570-5E31 GRADECHECXER AND STAKEMAN -- OTHER C C r.. r� i1 r r RGTH AVE. WATER MAIN L f 6. PAGE 11 L r• HWY- R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: POWER EQUIPMENT OPFRATCRS LOCATION: CLALLAM, GRAYS HARBOR• ISLAND. JEFFERSON. tINr KITSAP, LEWIS, PACIFIC* PIERCE, SKAGIT, SNCHOMISH• THURSTON ', : i WHATCCM COUNTIES ,a FRINGE BENEFITS HEALTH AND WELFARE 1.95 %/HR. PENSION 2.00 5/HR. TRAINING FUND .26 S/HQ . 1 , WAGE RATES I . OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE i. ****** S ATE WAGE RATE GRCUP LISTING at.tss CGROUP 1A 570- C15 CRANE - CVERHEAD. BRICGE TYPE 18.98 100 TONS AND CVER 570-5500 CRANE 100 TONS AND CVER OR 200 FT OF BOOM 18.98 INCLUDING JIB AND OVER 570-5!05 LCAOER, 8 YARDS AND OVER 18.98 f► 570-551() SHOVELS ANC ATTACHMENTS, 6 YARDS AND CVER 18.98 w GROUP 1 C570-5515 CABLEWAYS 18.48 570-5C25 CRANE - OVERHEA �RICL',E TYPE 18.48 45 TONS : iRCUGh 99 TONS 570-552C CRANE 45 TCNS AND uO TC 100 TCNS "R 18.48 150 FT CF BOOM INCLUDIN. JIB 570-5535 hELICOPTER WINCH 18.48 570-55-,5 LCADER, CViRHEAD 6 YARD♦ UP TO 8 YARDS 18.48 570-5730 MLCKING MACHINE, ETC. 18.48 570-5565 QUAD 9 AND SIMILAR, D-10 AND HD-41 18.48 570-5540 REMOTE CCNTRCL OPERATCR, ETC. 18.48 570-5525 RCLLAGON 18.48 570-5560 SCRAPERS , SELF-PROPELLED 45 YARDS ANG OVEV 18.48 570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 18.48 570-3555 SLIPFORM PAVERS 18.48 570-•5530 TOWER CRANE 18.48 570-5400 TRANSPORTERS, ALL TRACK CR TRUCK TYPE L8.48 t 84TH AVE. WATER MAIN 1 PAGE 12 P 1• HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEF-7MBER 25* 1987 t OCCUPATION: POWER EQUIPMENT CPERATCRS � .. LOCATION: CLALLAP* GRAYS HARBOR, ISLAND• JEFFERSCN* KING* KITSAP* LEWIS* PA:IFIC* PIERCE. SKAGIT. SNOHOMISH, THURSTON AND WHATCCM COUNTIES F- WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE i , *+***• STATE WAGE RATE GRCUP LISTING ****** GROUP 2 5TO-5575 BUMP CUTTER l8.04 570-5590 CHIPPER 18.04 1: 570-5570 CONCRETE BATCH PLANT CPERATOR 18.94 570-5035 CRANE - CVERl:,cAD. BRIDGE TYPE 18.04 t 20 TONS THRCUGH 44 TCNS 5TO-5580 CRANES, 2n TCNS UP TC 45 TCNS 18.04 570-5595 CRUSHERS 18.04 570-5600 DERRICK 18.04 570-5605 OR!LLING MACHINE 18.04 570-5610 FINISHING MACHINE 18.04 570-5615 LCAOERS* OVERHEAD UNDER 6 YAR;.; 18.04 570-5620 LCCOMOTIVES. ALL 19.04 .y 570-5625 MECHANICS, ALL 18.04 570-5635 MIXERS, ASPHALT PLANT 13.04 570-5640 MCTOR PATRCL GRADERS - FINISHING. B' UETOPS , 1B.04 PULLING SLCPES, DITCHES* ETC. - 570-4130 PAVE OR CLRB EXTRUDER (ASPHALT AND CONCRETE) 18.04 570-565r) PILEDRIVER 18.04 570-2575 PILEDRIVER !SKID TYPE ) 18.04 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM 18.04 ATTACH14EN T 570-2565 RCTO-MILL PAVEMENT PRCFILER 18.04 570-5675 SCRAPERS* SELF-PROPELLED UNDER 45 YARDS 18.04 - 570-5655 SCREED "AN 18.04 570-5660 SHOVELS * SACKHOES 3 YARDS AND UNDER 18.04 5TO-5665 SUB-GRACER - TRIMMMER 18.04 570-5680 TRACTOR* 60 HP AND OVER, BACKHCE ANC ATTACH. 18.04 GROUP 3 - 570-5698 A-FRAME CRANE OVER 10 TONS 17.68 570-5735 CCNCRETE PUMPS 17.68 84TH AVE. WATER MAIN y P. ' E 13 i HWV-R3232O-AA PREVAILING MIYIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 1 OCCUPATION: POWER EQUIPMENT OPERATORS M LOCATION: CLALLAP, GRAYS HARBOR. ISLAND. JEFFERSON, KING, KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT. LNOHOMISH, THURSTON AND W14ATCCM COUNTIES t WAGE RATES i OCCUPATION OCCUPATION STATE t CODE DESCRIPTION RATE •►ass• STATE WAGE RATE GRCUP LISTING rGROUP 3 570-5705 CONVEYORS 17.68 570-5700 CRANES, UP TO 20 TONS 17.68 1. 570-5690 DOZERS, 0-9 AND UNDER. YO-YO. PAY DOZER 17.68 570-5765 EQUIPMENT SERVICE ENGINEER 17.68 y 570-5720 FORK LIFTS 17. 68 570-5710 HOISTS, AIR TUGGERS, ETC . 17.68 570-2495 HYORALIFTS / DOOM TRUCKS OVER 10 TONS 17.68 570-5715 LOADERS - ELEVATING TYPE 17.68 4 570-5725 MCTOR PATROL GRACER - NOK-FINISHING 17.68 w 570-5785 OILER DRIVER CN TRUCK CRANF 17.68 570-5740 ROLLERS, ON PLANT, ROAOMIX OR MULTILIFT 17.68 MATERIALS 570-5145 SAWS, CONCPLTE 17.68 570-5750 SCRAPERS - CARRY ALL 17.68 570-2815 SCRAPER' . CONCRETE 17.68 570-5755 SPREADERS, SLAW KNOX, ETC. 17.68 570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 17.68 570-5761 T71ENCHING MACHINES 17.58 GROUP 4 570-2697 A-FRAME CRANE. 10 TONS AND UNDER 15.58 570-5795 ASSISTANT ENGINEERS 15.58 570-2575 BCBCAT 15.58 570-5685 BROOMS 15.58 570-SE20 CCMPRESSORS 15.58 570-5830 GRADECHECKER AND STAKEMAN 15.58 5TO-2715 HYORALIFTS / BOOM TRUCKS 10 TCNS AND UNDER 15.58 570-5790 OIL DISTRIBUTORS, BLCMERS. ETC. 15,58 570-58PA PAVEMENT BREAKER 15.58 - 57P-47 PERMANENT SHAFT-TYPE ELEVATOR 15.58 570-58u5 PCSTHOLE 01"GER, MECHANICAL 15.58 - 84TH AVE. WATER MAIN r r PAGE 14 r w HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 198T i OCCUPATION: POWER EQUIPMENT CPERATCRS s LOCATION: CLALLAM, GRAYS HARBOR. ISLa4D9 JEFFERSON, KING, KITSAP , LEWtS. PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND wHATCCM COUNTIES r. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE **��}• STATE WAGE RATE GRCUP LISTING ♦stir• t ° GROUP 4 570-5810 PCWER PLANT 15.58 r 570-4745 PROBE TENDER IROTO—MILLI 15,58 t. 570-5825 PUMPS, %ATER 15.58 570-5780 RCLLER, CT4ER THAN PLANT RCAD MIX 15.58 570-5Q15 WHEEL TRACTORS, FARMALL TYPE 15. 58 1. OTHER 570-9'70 STATE: OVERTIME — ALL kOURS WCRKED IN EXCESS �+ Of 8 MRS/DAY OR 40 HRS/WK. ♦ MON. THRU FRI, AND ALL HCURS WORKEC SAT. (EXCEPT WHEN WORKEC AS A MAKE—UP DAY). SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE. ALL HCURS WORKED SUNDAYS AND HCLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 570-9571 STATE: HCLIDW — NEW YEARS DAY, MEMORIAL — DAY. 4TH OF JULY, LASCR DAY, THANKSGIVING DAY, FRIDAY AND SATURCAY FCLLOWING THANKS— GIVING DAY ANC CHRISTMAS DAY. 570-9572 STATE: LFADMAN $O.30 CVER MECHANIC i ' 84TH AVE. wATE9 MAIN r r. PAGE 15 r , P I HNY-R32320- A PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 w OCCUPATION: SURVEYORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP. LEWIS* MASON. PACIFIC. PIERCE. SKAGIT, SNOHOMISH, THURSTON AND WHATCOM CCUNTIES. FRINGE BENEFITS r' TOTAL HOURLY BENEFIT - PARTY CHIEF 1.50 $/HR, Lr TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 %1HR. PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON .70 $/HR. WAGE RATES OCCUPATION OCCUPATICN STATE kr CODE DESCRIPTICN RATE 720-0010 CHAIN PERSON 8.25 720-004A INSTRUMENT 'ERSON (JUNIOR ENGINEER) 10.00 720-0060 PARTY CHIEF 11 .50 OTHER 720-9010 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. 64TH AYE. WSTER MAIN r 6. PAGE 16 wo IV HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS FARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTCN COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.89 $/HR. PENSICN 1.82 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.89 ECUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR ECUIPMENT IS IN USE 730-OC80 BUGGYMOBILE AND SIMILAR 17. 58 7-30-0100 BULK CEMENT TANKER 17. 74 730-C11J BULL LIFTS. OR SIMILAR EQUIPMENT USED IN L .41 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:WAREhGUSING 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17. 76 LCADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING 730-0140 BLS OR EMPLOYEE HAUL 17.4 , 730-0200 DUMPSTERS, AND SIMILAR ECUIPMENT:TOURND- 17.31 ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT OW SERIES. TERRA COBRA, IETCURNEAU, WESTINGHOUSE C ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER ASO SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE. END AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :UP TO AND INCLUDING 5 YARDS S 84TH AVE. WATER MAIN PAGE 17 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING. KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTCN COUNTIES WAGE RATES L• OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0230 DLMPSTERS , AND SIMILAR EOUIPMENT:TOURNO- 17. 74 ROCKERS, TOURNOWAGON. TOURNCTRAILER, CAT OW SERIES. TERRA COBRA, IETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID. TWO AND FOUR-WHEELEC POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LEADED ECIJIPMENT TRANSPORTING MATERIAL AND a PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, ENE) AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :CVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- 17.69 RCCKERS, TOURNOWAGON, TOURNCTRAILER, CAT DW SERIES, TERRA COBRA. LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLIDv TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTCM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS TI-EREOF:CVER 12 YARDS TO AND INCL, 16 YARDS 730-0210 DUMPSTERS. AND SIMILAR EGUIPMENT:'f0URNO- 17.53 _ RCCKERS. TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES, TERRA CCBRA, IETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE, ENC AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR CCMBINATIONS TFEREOF:CVER 5 YARDS TO AND INCL. 12 YARDS W 84TH AVE. WATER MAIN s PAGE 18 L, 1 , HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM* GRAYS HARBOR, JEFFERSON* KING. KITSAP* LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING •+a*r* 730-0260 DUMPSTERS. AND SIMILAR EGUIPMENf: TGURNO- 18.23 ROCKERS* TCURNOWAGON, TOURNCTRAILER* CAT DW SERIES. TERRA CCBRA* LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID* TWO AND HOUR-WHEELEO PCWER TRAC70R WTH TRAILER AND SIMILAR TOP- LCADED EOLIPMENT TRANSPORTING MATERIA; AND PERFORMING WORK IN TEAMSTER JURISDICTICN:DUMP TRUCKS, SIDE. ENC AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS TFEREOF:CVER 40 YARCS TO AND INCL. 55 YARDS 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.07 RCCKERS, TCURNOWAGON, TOURNCTRAILER. CAT OW P SERIES. TERRA COBRA* LETCURNEAU, WESTINGHOUSE ATHEY WAGON* EUCLID* TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCAOED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE* ENC AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR CCMBINATIONS THEREOF:CVER 30 YOS. TO AND INCL. 40 YOS . 730-0240 DUMPSTERS* AND SIMILAR EQUIPMENT:TOURNO- 17.91 RCCKERS* TCURNOWAGON, TOURNOTRAILER, CAT UW SERIES, TERRA COBRA, LETCURNEAU. WESTINGHOUSF ATHEY WAGON, EL'LIO, TWO AND F CUR-WHEELEO POWER TRACTOR W';H TRAILER ANC SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS, SIDE, ENC AND SOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS ThEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0405 ESCORT DRIVER OR PILCT CAR 12.25 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.63 FQUIPMENT 730-0460 FLAHERTY SPREADER 17. 74 84TH AVE. WATER MAIN PAGE 19 I HMY-t32320-AA ?REVAILING MINIMUM HOURLY MACE RATES SEPT,-- IBER 25. 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS ►'ARBOR. JEFFERSCN. KING. KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTCN COUNTIES �+ WAGE RATFS OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE ****** STATE WAGE RATE GRCUP LISTING 4*0•*• 730--0500 FLATBED TRUCK, DUAL REAR AXLE 17.52 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 15. 50 730-0610 FUEL TRUCK, GREASE TRUCK. GREASER, BATTER' 17.41 SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 H:4TER OPERATCRS (HAULING 'ULK LOOSE 17.58 AGGREGATES) p 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17.31 I►w BATCH PLANTS 730-C73(3 LCWBED AND HEAVY DUTY TRAILER: OVEit 100 18 .07 TONS GROSS 730-0710 LCWBED AND HEAVY DUTY TRAILER: UNDER 50 17.63 TCNS GROSS 730-0720 LCWBEO AND HEAVY DUTY TRAILER: 50 TONS 17.91 �• GRCSS TO AND INCLUDING 100 TCNS GROSS T30-CEOO MECHANIC 17.75 730-OP1f) MECHANIC I-ELPER 17.16 730-0910 OIL DISTRIBUTOR DRIVER IROADi 17. 74 730-1013 PICK-UP TRUCK 15.50 730-1100 SCISSORS TRUCK 17.41 730-1140 SLURRY TRUCK DRIVER 17.63 730-1160 SNO-GO ANC SIMILAR EQUIPMENT 17.63 730-1190 STRADDLE CARRIER (RC.Si. HYSTER AND SIMILAR ) 17.58 730-1200 SWAMPER 17.31 730-1300 TEAM DRIVER 17.36 730-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED WITHIN 17.41 TEAMSTER JURISDICTICN) 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 13. 76 . CNSTF . :CVER 20 YOS. 73U-1560 TPANSIT-MIX U! ED EXCLUSIVELY IN HEAVY 18.60 CCNSTR. :GVER 16 YDS. TO AND INCL. 20 YDS. 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.44 CCNSTR. :CVER 12 YDS. TO AND INCL. 16 YDS. 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.28 CCNSTR. :CVER 10 YDS. 10 AND INCL. 12 `'uS. 84TH AVE. WATER MAIN PAGE 20 84th Ave."S: S.124 -- S. 134th Steel Main -W--925 Replacement im HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATIGN: TEAMSTERS LOCATION: CLALLAM, CRAYS HARBOR* JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, AND THURSTCN COUNTIES WAGE RATES OCCUPATION STATE OCCUPATION DESCRIPTION RATE CODE ****** STATE MAGE RATE GROUP LISTING s ss**s 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18. 11 CCNSTR.:OVER 8 YOS. TC AND INCL. 10 YDS. 17.95 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CCNSYR. :OVER 6 YDS. TC AND INCL. 8 YDS. 730-1515 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 1T.19 CCNSTR. : OVER 4 1/2 YCS TO AND INCL . & YDS. 1T.62 730-IS01 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY CCNSTR. - 0 YCS. TO AND INCL. 4 1/2 YDS. 17.41 730-1750 VACUUM TRUCK 17. 31 73C-1810 WAREHOUSEMAN AND CHECKERS 730-2015 WATER WAGCN AND TANK TRUCK: OVER 3000 GALLONS 17.74 7.41 �. 730-2003 WATER WAGCN AND TANK TRUCK: UP TO 1600 GALLONS 730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS 17. 58 TC 3000 GALLONS 17.63 - 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.41 130-220n WINCH TRUCK: SINGLE REAR AXLE 730-2?20 WRECKER, TCW TRUCK ANC SIMILAR EQUIPMENT 17. 41 OTHER ) IN EXCESS 730-5730 OFA8EHRS/DAYIOR 40ALL HRS/WK( , MON'.ETHRU FRI- , AND ALL HCURS WORKEC Ch SATURDAYS, (EXCEPT WHEN WORKED AS A MAKE-UP DAY) , SHALL BE PAID AT 1 I H T REGULAR CURSWORKED CNSUNCAYSAND POLIDAYSASHALLLBE PAID DOUBLE THE REGULAR RATE OF PAY. 130-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY. 4TH OF JULY, LABCR DAY. THANKSGIVING DAY, FRIDAY AND SATURCAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. r 84TH AVE. WATER MAIN r 1 r PAGE 21, i HWY-R32320-AA PREVAILING MINIMUM :10URLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND• JEFFERSON, KING. KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, r ImHATCON, YAKIMA, PACIFIC (THE PORTICN NORTH OF THE WAHKIAKUM Cl. CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PORTION OF THE FOLLL'JWiyG CCUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLA'4 AND OKANOGAN FRINGE BENEFITS WAGE RATES OCCUPATION OCCUPATICN STATE C CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** rZ 730-0010 A-FRAME OR HVDRALIFT TRUCKS OR SIMILAR -- EQUIPMENT WNEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT 1S IN USE 730-0080 BLGGYMOBILE AND SIMILAR == 730-0100 BULK CEMFNT TANKER 730-0110 BULL LIFTS. OR SIMILAR EQUIPMENT USED IN LCAOING OR UNLOADING TRUCKS, TRANSPCRTING MATERIALS CN JOB SITES:WAREHOUSING -- 730-0123 BULL LIFTS. OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING p., MATERIALS CN JOB SITES-OTHER THAN WAREHOUSING T30-0144 BUS OR EMPLOYEE HAUL -- 730-0145 CHECKERS -- 730-0200 DUMPSTERS , AND SIMILAR EQUIPMFNT:TOURND- -- RCCKERS, TCURNOWAGON, TOURNOTRAILER , CAT OW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON• EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LEADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, ENC AND BOTTC ! DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS ti THEREOF: UP TO AND INCLUDING 5 YARDS 84TH AVE. WATER MAIN I �- PAGE 22 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 19B7 ) OCCUPATION: TEAMSTFQS t• LOCATION: CLALLAP, GRAYS HAREOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASGN, PIERCE, SAN JUAN, SKAGIT , SNOHOMISH* THURSTON, r WHATCOM, YAKIMA, PACIFIC ( TI-E PORTICN NORTH OF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PORTION OF THE FOLLLCWING CCUNTIESLYING WEST CF THE 120TH MERIDIAN: CHELAN, DOUGLAS AND CKANGGAN t . WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE gsta• FEDERAL WAGE RATE GROUP LISTING +��• I- L 730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- -- RCCKERS, TCURNOWAGON, TOURNCTRAILER, CAT DW t. SERIES, TERRA COBRA, LETCURNEAU, WEST_NGHUUSE 1r ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELEC PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED ECUIPMENT TRANSPORTING MATERIAL AND r PERFORMING WORK IN TEAMSTER JURISDICTION:DUHP 6, TRUCKS, SIDE, END AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CYER 5 YARDS TC AND INCL. 12 YARDS 730-0220 OLMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- -- RCCKERS, TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FCUR-WHEELED POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LCAOE." ECUIPMENT TRANSPORTING MATERIAL AND PERFOR►iiNG WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTCM DUMP, INCLUDING SEMI-TRUCES AND TRAINS OR COMBINATIONS THEREOF:CVER 12 YARDS TO AND INCL. 16 YARDS 730-0230 DUMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- -- RCCKERS, TCURNOWAGON. TOURNCTRAILER , CAT OW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FCUR-WHEELEC POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE , END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 16 YARDS TO AND INCL. 20 YARDS 84TH AVE. WATER MAIN r PAGE 23 r HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1487 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAKO, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS* MASON* PIERCE* SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, C I+HATCOM, YAKIMA, PACIFIC ITHE PCRTICN NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PORTION Of THE FCLLLCWIKG COUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAK, DOUGLAS AND OKANCGAN iw WAGE RATES OCCUPATION CCCUPATICN STATE_ W CODE DESCRIPTICN RATE ****** FEDERAL WAGE PATE GROUP LISTING ****** T30-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— -- RCCKERS, TOURNOWAGON, TOURNCTRAILER , CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FOUR—WHEELEC POWER TRACTOR oTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTICN:DU14P TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF :CVER 40 YARCS TO AND INCL. 55 YARDS 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— -- RCCKERS, TCURNOWAGOK, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUS�- ATHEY WAGCN, EUCLID• TW AND FOUR—WHEELED PCWER TRACTOR WTI- TRAILER AND SIMILAR TOP— LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP TRUCKS, SIDE, END AND BOTTCM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0250 OUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO— -- ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN. EUCLID, TWO AND FCUR—WHEELEC POWER TRACTOR WTI- TRADER AND SIMILAR TOP— LCADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS. SIDE, ENO AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 30 YOS. IC AND INCL. 40 YOS. 84TH AVE. WATER MAIN i.. k 6b PAGE 24 1 V HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 1 . OCCUPATION: TEAMSTERS LOCATION: CLALLAP. GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP, KITTITAS• LEWIS. MASON, PIERCE. SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, r WHATCOM. YAKIMA. PACIFIC ( THE PCRTICN NORTH OF THE WAHKIAKUM �L CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PCRTION OF THE FCLLLCWING CCUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAN♦ DOUGLAS AND OKANOGAN r („ WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE PATE GROUP LISTING •�ftt♦ A. 730-0400 ESCORT DRIVER -- 730-0410 EXPLOSIVE TRUCK IFIELC MIX) AND SIMILAR -- ECUIPMENT -_ 730-0460 FLAHERTY SPREADER 730-0500 FLATBED TRUCK, DUAL REAR AXLE -- 730-0490 FLATBED TRUCK. SINGLE REAR AXLE -- C 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY -- SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (HAULING BULK LCCSE -- r AGGREGATES) 730-0690 LEVERMAN AND LOACERS AT BUNKERS AND -- BATCH PLANTS 730-0730 LCWBED AND HEAVY DUTY TRAILER: CVER 100 -- TENS GROSS V 730-0710 LCWBEO AND HEAVY DUTY TRAILER: UNDER 50 -- TCNS GROSS 730-0720 LCWBED ANC HEAVY DUTY TRAILER: 50 TCNS -- t� GROSS TO AND INCLUDING 100 TONS GROSS 730-OStO OIL DISTRIBUTOR DRIVER (ROAD [ -- 730-1010 PICK-UP TRUCK -- 730-1020 PILOT CAR _- 730-1100 SCISSORS TRUCK - T30-1140 SLURRY TRUCK DRIVER _- 730-1160 SNO-GO AND SIMILAR EQUIPMENT -- ` 730-1190 STRADDLE CARRIER (RCSS, HYSTER AND SIMILAR) -- 730-1200 SWAMPER 730-1300 TEAM DRIVER - 730-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED WITHIN -- "` TEAMSTER JURISDICTICNI 84TH AVE. WATER MAIN it .. PAGE 25 f t° HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RA IS SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS 4 , LOCATION: CLALLA►'. GRAYS HARBOR, ISLAND. JEFFERSON, KING• KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN. SKAGIT. SNOHOMISH, THURSTON. p WEATCOM. YAKIMA, PACIFIC 111-E PORTION NORTH OF 7AE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN; , THE PORTION OF THE FCLLLCWING CCUNTIESLYING WEST OF THE 12OTh MERIDIAN: CHELAN. DOUGLAS AND OKANOGAN WAGE RATES OCCUPATION OCCUPATICN STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING •4s�4+ 730-1435 TRANSIT MIX.OVER 10 YOS. TO AND INCLUDING 12 YDS. 730-1425 TRANSIT MIX. OVER 8 YCS. TO AND INCLUDING 10 YDS. 730-1415 TRANSIT MIX.OVER 6 YCS. TO AND INCLUDING 8 YDS. 730-1405 TRANSIT MIX.OVER 4 YCS. TO AND INCLUDING 6 YDS. 730-1447 TRANSIT MIX.OVER 16 YOS. TO AND INCLUDING 20 YDS. 730-1445 TRANSIT MIX. -_ CVER 12 YCS. TO AND INCLUDING 16 YDS. 730-I451 TRANSIT MIXERS AND TRLCKS tAULING CONCRETE: -- OVER 20 YCS. `- 730-1500 TRANSIT-MIY, 0 TO AND INCLUDING 4.5 YDS. -- 730-1750 VACUUM TRUCA -- 730-1810 WAREHOUSEMAN AND CHECKERS -- 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 6ALLUNS -- 730-2000 WATER WAGCN AND TANK TRUCK: UP TO 1600 -- GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS -- `- TO 3000 GALLONS 730-22I0 WINCH TRLCK: DUAL REAR AXLE -- T30-2200 WINCH TRUCK: SINGLE REAR AXLE -- ,. 730-2220 WRECKER , TCW TRUCK ANC SIMILAR EQUIPMENT -- OTHER 84TH AVE. WATER MAIN r s r PAGE 26 r a t HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: TRAFFIC CONTROL STRIPERS I" i LOCATION: STATEWIDE (EXCEPT CLARK. CCWLITZ. KLICKITAT, PACIFIC-THAT PORTION SOUTH OF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST a TO THE PACIFIC OCEAN, SKAMANIA. AND WAHKIAKUM COUNTIESI FRINGE BCNEFITS APPREM1TICE TRAIt1ING .06 f/HR. HEALTH AND WELFARE 1.70 S/HR. PENSION .50 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 820-0020 JCURNEYMAM 17. 15 OTHER 820-9470 STATE : OVERTIME - HCURS IN EXCESS OF 40 IN ANY WORK MEEK SHALL BE PAID AT ONE ANC ONE-HALF TIMES THE REGULAR RATE. L L 84TH AVE. WATER MAIN f,. PGGE IT i r r. r. c SUPPLEMENTAL PROVISIONS r � I L DIVISION I GENERAL REQUIREMENTS 1-01 X iNTTIOH AND TERMS 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION) WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE THE CITY WHERE APPLICABLE. 1-0.1.11 ENGINEER (REPLACEMENT SECTION) THE DIRECTOR O PUBLIC WORKS, ACTING DIRECTLY M THROUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION) THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SMALL ALSO REFER TD THE DIRECTOR OF PUBLIC WORKS. 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION M+'SI WERICP14 NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AWERICAN SOCIETY FOR TESTING AND MATERIALS {- NEC NATIONAL ELECTRICAL CODE s(," 1_01.27 STATE (ADOITIfNAL SECTION) THE STATE SMALL ALSO REFER TO THE CITY O RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE u: APPLICABLE. 1-01.37 WORKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SHJBMITTED FOR THE APPROVAL OF THE OWNER. ' 1-01.38 ACT OF GOD (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLY94IC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY EF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HIST3rtIrAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-01.39 OR EQUAL (ADDITIONAL SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMlENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE O THE QUALITY AND SUITABILITY OF T4E PROPOSED SUBSTITUTION. 1-01.40 APPROVAL (ADDITIONAL SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. Supp:,emental Specifications _. (Rev 02/09/87) Pege 2 tr r CITY OF RENTON kJ STANDARD SPECIFICATION N THE ST40ARD SPECIFICATIONS FOR ROAD, BRIDGE AND MNICIPAL CANSTRUCTION PREPARED By THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 1964 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAD AS APPLICABLE, ARE HEREBY INCLL+F" IN THESE SPECIFICATIONS AS THOUGH WED IN THEIR ENTIRETY AD 94ALL APPLY EXCEPT AS AEW)ED Lr SUPERSEDED BY THE SPECIAL PROVISIONS r HEREIN. ILs A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WOWS DIRECTOR, MNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MYIY BE E7OWINED AND COPIED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN 1HE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH+. �- STANDARD PLANS THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WA94INGTON STATE DEPARTMENT OF � TRANSPCiTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR Ek"RETY AND - SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND ,c'EIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDK9D NLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MNICIPAL BUILDING, RENTON, WASHINGfON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB•ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AD 94ALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE ` THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REFLACEM84T SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN AUDITION TO H" THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD 9PECIFICATIJNS. 1-04.5 CONTINUED EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHAL_ SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE &WL O OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: 1. ARE MDT RESPONSIVE TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUEMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIUF]10E ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL PE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE- EQUALLY BY THE CITY AND THE CONTRACTOR UNLE,S IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUDATIOI. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRAC- A. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. THE CONTRACTOR ACCEPTS THE TERMS AND CONDITIONS OF A CHANGE ORDER BY ENDORSEMENT OF THE CHANGE ORDER, BY ACCEPTANCE THROUGH SEPARATE WRITING, OR BY FAILURE TO PROTEST AS PROVIDED IN THIS SL,TION. ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR SHALL BE FULL EQUITABLE ADJUSTMENT FOR ANY MIRK CHANCSD OR REQUIRED BY THE CHANGE ORDER. THL CONTRACTOR ALSO ACCEPTS ANY WRITTEN OR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRETATION, OR DETERMINATION FROM THE ENGINEER BY FAILURE TO PROTEST AS PROVIDED IN THE SECTION. WHEN A CONTRACTOR PROTESTS A CHANGE ORDER OR OTHER WRITTEN OR ORAL OVER, THE CONTRACTOR 94ALL KEEP FULL AND COMPLETE RECORDS OF THE COSTS AND A0DITIONAL TIME INJCIRRED. THE CONTRACTOR SHALL PERMIT THE ENGINEER TO HAVE ACCESS 10 THOSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ASSIST IN EVALUATING THE PROTEST. ALL PRCrESTS WILL BE EVALUATED BY THE ENGINEER. IF THE ENGINEER FINDS THE PROTEST TO HAVE MERIT. THE ENGINEER MILL MAKE AN EQUITABLE ADJUSTMENT IN THE AMOUNT OF C075 TO BE PAID FOR THE WORK OR THE TIME REQUIRED AS HE DEEMS PROPER. IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO ADJUSTMENT WILL BE MADE. PROTEST SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION TO PROCEED PROMPTLY WITH TH VORK AS ORDERED BY THE ENGINEER 1-04.10 USE OF MATERIALS FOUND ON THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED LBO DELIVERED TO THE CITY SHOPS. ALL SALVAGED - WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SAIL BE SALVAGED AID DELIVERED TO THE CITY SOPS. Supplemental Specifications (Rev 02/09/87) Page 4 M i 1-D2 BID PROCEDURES AD CONDITIONS 1-02,2 PLANS ANS SPECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON WA. 98055. C BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON. P 1 1-02.6(1) PROPRIETARY INFORMATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIALS) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS, DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCW 42.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BAS"S FOR S.CH CLAIM OF .„ EXEPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF .ANY REQUEST FOR OISCLOr.'.c U OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSTON. FAILURE TO ;O LABEL SUCH MATERIALS OR FAILLIRE TO TIMELY RESPOMO AFTER NOTICE OF REQUEST FOR PUBLIC OISCLO:JRE HAS BEEN GIVEN SHALL BE OU ED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE, IN FACT, SO EXEMPT. 1-02.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) w SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAAL TLDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE DIM AND PUBLICLY READ ALOUD. w 1-03 AWARD AND EXECUTION OF COMIACT 1-03.1 CONSIDERATION OF BIDS (ADOITIONmL SECTION) ALL BIDS WILL BE BASED ON TOTAL SLIM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WI'_L BE ACCEP%D UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-04 SCOPE OF THE WORK 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (PEPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR DR HIS SUPERINTENJE4T CR FOREMAN AS TO THE MEANING OR INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DICUENT, SMALL BE IMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS LIRECTOR OR MIS REPRISENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRF«NTATIVE TO DISCOVER AND CDNCENN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS 44 ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAE MAY HAVE UEEN USED TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERFTO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEIERA. KINDS OF WORK EMBRACED IN THESE IMPPOVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE O(ECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. .. IN THE EVENT '.HE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY ME ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NAIURE AND AMOUNT OF THE DAMAGE OR DAMAGES. TIME I5 OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE y Supplemental Specifications (Rev 02/09/87) Page 3 1-05.5(1) CONSTRUCTICK STAKING (REPLACEMENT SECTION) THE ENGINEER 94PLL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS, GRADEIF WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR 94ALL NAVE IN HIS EMPLOYMENT A WORKER COPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GLIDES. A BATI,R BUM SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GUM OF 0.50 PERCENT OR LESS. AT LEAST TREE BATTER BOARDS 94ALL REMAIN IN PLACE DURING PIPE LAYING 01 ERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGDrE, ANY STARS 94ULL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BF DEDUCTED FROM THE CONTR; TOR-S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; ` v. I. REQUESTS FOR USE, LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AD APPROVAL AT LEAST FIVE DAYS PRIOR TD USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3. PROPER ANCHORING OF PIPE I5 PERFORMED IN LOCATIONS WHERE A BOX I5 BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORN TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES, w THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A 810 ITEM FOR SURVEYING IS SPECIFICALLY '— LISTED IN THE SCHEDULE OF PRICES. 1=05.5(2) CONTRACTOR PROS`CO CONSTRUCTION STAKING (NEW SECTION) _. WHERE THE CONTRACTOR IS REQUIPFD TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECLK'.NG THE SERVICES OF A PROk ESSIONAL LAD S RVEYOR WHO JH ALL PROVIDE ALL SURVEY STAKING HEEDED IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: 4 ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS CUBS AND GUTTERS STREET LIGHTING GRADING AND PAYING UDEROROU DING POWER Nt TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM TRAIN SYSTEM PSPSL CO. 6 P.N.W.B. VAULTS 4 MONUMENTS MONUMENT REFERENCE/STRACOLE POINTS t SIGNAL SYSrL MS k POLES Supplemental Specifications (Rev 02/09/87) Page 6 E. 1-04.10 CONTINUED ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COPENSATION WILL BE MADE. 1-04.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SW;.L BE HAULED, DUMPED, AND SPREAO AT THE , . LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WAST SITE. ALL WORK INCLUDED IN THIS SECTION SHALL BE M4SIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WCTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROLrTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED. COPIES OF THE PERMITS AND APPROVALS ARE TO SE SLO41TTED TO THE ENGINEER PRIOR TO STARTING ANY WORK. 1-04.13 HOURS OF WORK (ADDITIONAL SECTION) ' THE WOWING HOURS FOR CITY PRGJECTS WILL ARE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 1-04.14 CONTRACTOR-S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN (ODD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FUFNI9ED BY THE OWNER AT NET COST OF REPRODUCTION. 1-05 C04TROL OF NOW 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SJBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SHEETS WITH DIMENSIONS IN MULTIPLES OF 8 1/2 BY 11 INCHES. ... 1-05.3(1) SUBMITTALS (NEW SECTION) THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, ' CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTUREW S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIRENT TO BE FURNI9ED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SOWS ANY DEVIATION FROM THE CONTRACT REQGQREHENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ^- ACCOPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. Supplemental Specifications (Rev 02/09/87) Page 5 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SEM IIDN) THE CONTRACTOR SHALL NOTIFY THE ENGINEEP iN WRITING OF THE C04PLETION OF THE WM WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSFELF AS TO THE ACTUAL C04PLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL 'HEREUPON RECD44E D TO THE 00ER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL. COMPENSATION. - 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE 0EE?ED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OR THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT O0L1)E4TS. 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AO THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS 11 NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WOW DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTORS RISK. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AM SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1367 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WIU.L NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGxLATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING THE VEIWICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.9 WAGES (KEPI-A EMENT SECTION) -- THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAII. WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HO RLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE 94004 IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE 'KITED STATES DEPARTMENT OF LABOR DECISION NJ48ER WA 83-5110. Supplemental Specifications t (Rev 02/09/87) Page 8 w ' 1-05.5(2) CONTINUED THE CONTRACTOR SHALL ASSUME FILL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING NO SHALL PROVIDE ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRMTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTE:' AND A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRLCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET .VID CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWS, WATER SERVICE, CURB, GUTTER, SIDEWALK, AM ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT CON'ORMING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOO( SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COPENSATION FOR ALL SURVEYING HEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AID TO PROVIDE THE REQUIRED CONSTRUCIION AND AS-CONSTRUCTED FIELD MOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE NAM. IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING SHALL BE DONE AT A MINIMM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORK SHALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHIALL BE GIVEN TO THE CITY WHEN DONE. 145.5(5) CONTRACTOR PROVIDED AS-BJILT LWOF44ATION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CP!SSED DURING HIS WORK AS COVERED UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCAP_ BY CENTEFLINE STATION, OFFSET AND ELEVATION, EACH MAJOR I-EM OF WORK DOME UNOEP THIS CONTRACT. MAJOR ITEMS OF WORK BALL BE DEFINED TO INCLU)E THE FOLLOWING ITEMS: MANGLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS 8 STANDARDS HYDRANTS MAJOR RANGES IN DESIGN GRADE(S) VAULTS CJLVERTS AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HqS PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BODK(S). THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATUE CERTIFYING ITS ACCURACY. THE LLMP SUM LIMIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE - IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. Supplemental Specifications (Rev 02/09/87) Page 7 1-07.9 CONTINUED ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SWILL ALSO HURNISH MEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF THE CONTRACTOR L"ILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JRRISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA IN,OOL.VED SHALL BE SHOWN IMMEDIATELY FOLLOWING THE 9000PATI0N CODE NUMBER, I.E.; 1D-0010 YAK,E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AM, �YROLLS SHALL BE OPEN TO INSPECTION OR AUOI, BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRA;* AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AD PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AG84TS SHALL OF OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND C0DITIO45 AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE C04ENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L 6 I M04SER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COMPLETION OF THIS CONTRACT, THE CITY 14JST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L d I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. THESE AFFIDAVITS MILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCM 60.28.010, ARE RELEASED TO THE CONTRACTOR, FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH "STA'�MENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SWILL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT, IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 147.11(9U SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, RE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR MILL BE REQUIRED TO COMPLETE AID SUBMIT THE FOLLOWING DOCL14ENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR MILL BE APPROVED BY THE PUBLIC WOWS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER MILL FURNISH THESE FORMS TO THE PH.IME CONTRACTOR DURING THE PRECONSTRULTION MEETING. Suppleffental Speclflcat2ms (Rev 02/09/87) Page 10 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. MACES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER 94ALL CONTRIBUTE FOR EACH CU'PENSAB;E HOUR THE FRINGE BEN71TS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR 1HIS CONTRACT ARE SLBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIDER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY ... DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES F7R THE PROJECT UPON WHICH THE CMTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH C CLASSIFICATION; AND THE ADDRESS AND TELEPHONE N)IffR OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONDERNING PREVAILING MACES MAY BE MADE. ON PROJECTS GDVERNED BY WAGE RATES DETERMINED BY THE STAT' OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U. S. SECRETARY OF LABOR, IF THERE .S A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIOfR OF THE TWO. _ IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE ' STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEE; IN A PROGRAM APPROVED) BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GDVEfdiED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AHD REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING, THE CONTRACTOR SHALL SUBMIT TO THE: ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING PATES OF WAIFS FOR WOM OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL 13E REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AD INDUSTRIES OF THE STATE OF WASHINCTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, COACLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTF.. IF THE CONTRACTOR MAKES USE OF A LABOR CLARIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES. BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK THE CONTRACTOR MUST SUBMIT A "CERTIFICATION BY GENERAL CONTRACTOR*(FORM SU'PU TED BY CITY). COFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. Supplemental Specifications (Rev 02/09/87) Page 9 1-07.16 CONTINUED DUST AND MUD CONTROL SMALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION MILL BE MADE FOR THIS SECTION. COPLAINTS OF DUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP MILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEN MILL BE REQUIRED BY THE •- CONTRACTOR. 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION) THE OWNER MILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHAM NOT TRESPASS ON PRIVATE PROPERTY. .. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONECTION WITH THE MOCK UNDER THE CONTRACT ` TOGETHER WITH THE RI'NT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SMALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. va THE CONTRACTOR SWILL PROVIDE, WITH NO LIABILITY TO TIE DOER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOW OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SMALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS MOWERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRUCTION MONK UNDER THIS CONTRACT ON EASEMENTS, RIOR-OF-MAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-O•-MAY OR FRANCHISE. ALL WORK SHALL BE ACCOPLISED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE, THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SMALL NOT BE LEFT OPEN "ING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 FOURS. B. STRUCTURE-, THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, $WALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CODITION AS FOND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT CF THE MOM UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, M1 UTTER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AL, NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-MAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HDURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BNCKFILLED. THE LAWN AREA SMALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. �. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SHALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR ... RIGHTS-OF-MAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY Supplemental Specification$ (Rev 02/09/87) Page 12 1-07.11(10) CONTAINED AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SWILL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE " FURNISED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL HEED TO COMPLETE, STATING AS TO WHETTER HE, HIS FIRM, ASSOCIATION, PARTTER.SHHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR MDT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. ' FAILURE ON THE PART OF THE BIDDER TO FUFNI94 THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF HIS BID. IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR SITYLLL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAE. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE FDHM OF BOP, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL. OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT H' TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION IU- FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROIIE_T ENGINEER ASSIGNED TO THIS PROJECT. 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORK SHALL BE DOER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH WAY OCCUR ON OR TO THE WORK DIKING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SMALL IMMEDIATELY MAKE GOOF) ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT 0' THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SWILL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOC OF PROSECUTING THE WOW. OARING UNFAVORA9.E WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH � ;RTIOIS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. NO PORTION OF THE WOfRK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONLS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SMALL BE ABLE TO OVERCOME THEM. 1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONLSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON I ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR r.' SHALL BE PREPARED TO USE WATERING TRICKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. Supplemental Specifications (Rev 02/09/87) Page 11 Iq 1-07.18 MOTINLED CONTRACTOR MAY SUBMIT, IN LIEU OF ION ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE INSURANCE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND SETTING FORTH THE BASIC COVERAGE LIMITS. THE CITY WILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR HAS FULLY C04PLIED WITH THIS SECTION. THIS REMEDY IS NOT EXCLUSIVE: AID THE CITY MAY TAKE SUCH OTHER ACTION L AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAW. COVERAGE IN THE MINIMUM AMOUNT SET FORTH HEREIN SMALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM LIABILITY j IN EXCESS OF SUCH COVERAGE. M. 1-07.23(1) PUBLIC CONVENIENCE W) SAFETY (ADDITIONAL SECTION) I THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE SHALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AND ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AND OFFICE AND EMERGENCY PHONE WNBERS AND THE OWNERS REPRESENTATIVES NAME AND PHONE NUMBER. THE NOTICE SHALL BE MAILED OR DELIVERED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES MILL BE SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR SHALL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS, AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISED BY THE D0ER ON REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES. AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL OEVIL'ES", PUBLISHED BY THE ` U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SAWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SJBMIG IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. f THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM iiHJURv AS OF FESLLT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AID BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTUREn, THE ORDER OF WORK MODIFIED, THE HORS OF WORK MODIFIED OR THF. WORK WILTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION _ NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED 10 THE CITY YARD. ALL COSTS IN CONNECTION WITH THE FROTECTTDN AND 40VE]EN1 OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLLDED IN THE PROJECT. .� TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHWA BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS DU.Y AURDRIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUQw.'T THIS SPECIFICATION. THE FOLLOWING IS A Sl.NAR' OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT BUT DOES NOT Supplemental Specifications (Rev 02/09/87) Page 14 1-07.16 CONTINUED OBSTACLES SMALL BE REI.OVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS SACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER IUD PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK OONE ON EASEMENTS OR RIGHTS-T-MAY. M DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SMALL BE RESTORED TO THEIR ORIGINAL CONDITION OR p BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLI9ED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK BALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AMC THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVEL,ED WAYS) USED BY KIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SiLH REPAIRS BALL BE PAID BV THE CONTRACTOR. P. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARAHT=E `, THE SIZE AND LOCATION OF EXISTING FACILITIES. C IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUICTION AREA. CALL BEFORE YOU DIG ^ THE 48 HOUR LOCATORS 1-800-424-5555 IF, IN THE PROSECUTION OF THE WOK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINACE, SEWERS, UDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR BALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSIRANCE(REPLACEMENT SECTION-MEAL AID CONTRACTS ONLY THE CONTRACTOR 94ULL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE WITH COMPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSURANDE COMISSIONER PURSUANT TO TITLE 48 RCW. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE LICIT OF $1,000,000.00 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN EFFECT SHALL BE. FORWARDED TO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR THE INITIAL PROGRESS ESTIMATE PAYMENT TO BE PAID UNDER THIS CONTRACT PURSUANT TO SECTION 1-09.9, THE CONTRACTOR 94ALL FORWARD TO THE SECRETARY THE ORIGINAL POLICI OBTAINED. IF A POLICY CURRENTLY IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE ,» Supplemental Specifications 11 (Rev 02/09/87) Page 13 1 1-06 PROSECUTION AND PROGRESS 1-09.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID MIRE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMEYCEMENf AND COMPLETION OF EP-H OF THE VARIOUS PAY ITEMS OF WOW REWIRED UNDER THE CONTRACT DOCU[NTS AND THE ANTICIPATED :+AUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH lUE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF WING PART_AL PAYMENTS THEREON. THE COST INCLRRED ON MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SHOU 0 IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE ,CJE.OLLE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PR04TLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WOW, ETU'., BY WHICH THE LOST TIME WILL BE MADE UP, , AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE WAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUR TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WOW SHALL. BE PERFORMED IN COPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. 1-08.30) PRE-CONSTRUCTION CONFERENCE ;NEW SECTION) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE- ' CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD Of THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRRED. THE TIME, PLACE AMC DATE OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION) REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME SHILL START WITHIN 10 DAYS FROM THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WOWING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WONTING DAY, A NON WORKING DAY IS DEFINED AS A SATURDAY, SUDAY OR RECOGt TZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR I5 -- SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION. Supplemental Specifications (Rey 02/09/87) Page 16 — at. 1-7.23(3)CONTIN.ED �- LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE "MANUAL ON UANIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. N 2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE—CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN TO BE USED OI THIS PROJECT AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRINT CONTRACTOR/51b-CONTRACTORS L AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SWILL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC "ING PEAK TRAFFIC PERIODS, 6:30 TO ` 8:30 A.M. AND 3:00 t0 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORM AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO P. COPLIANCE WITH MUTCO/FHWA STANDARDS. NO WORK 9YU.L BE DOE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE. 6. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE Imo' CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CODITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. ' 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN L, ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. � THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR 94ALL PROVIDE A MJNIN.N 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF OUST AND DEBRIS AT THE END OF EACH WOWING DAY. IN ADDITION, THE CONTRACTOR SHALL rPROVIDE SPRIN(LING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TEF44S AND CONDITIONS OF THE EASEMENTS AND RIGHT—OF— ACCESS DOCUMENTS. i.. Supplemental Specifications (Rev 02/09/87) Page 15 1-08.13 ATTENTION TO WORK (NEW SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPEP"HSE THE WORK TO THE END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON IHE WOK SITE, HE SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A C MPETENT SUPERINTENDENT WHO SHALI. HAVE FULL AUTHORITY TO EXECUTE THE SAIL, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, 40 WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. w 1-09 MFASROENT AND PAYMENT 1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) f THE CONTRACTOR WILL BE RESPONSIBLE TD ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. I� A. BY TRUCK r PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE. OF MATERIAL, GROSS WEIGHT, r TARE WEIGH-, TRUCK NUMBER, DATE, WEIGH-MASTERS CERTIFICATION,A D INSPECTOR'S INITIALS. 1 6. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD O1F THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN OLIPLICATE WITH ONE SIGHED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE IN--ECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. w. B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO PE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD KP THE CLNTRACT. 1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EMPENNSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENfIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHIFLD UNTIL A WORK PROGRESS SCHEDULE, NS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WOdMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION I'D ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY. CODITION OF PIPE INSTALLED PERCENT O RID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.OX PIPE INSTALLED AND TESTED. 90.D% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND C Fnu— LP COMPLETED. 100.0% 4- Sgplemental SMIfiCstions (Rev 02/09/87) Page 18 .- /r. 1-98.5 CUNTINED ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAv, JULY 4, TABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRIST94S DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE JAY AFTER CHRISTMAS 94ALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A M ONXAY, YEDNESDAY, OR THIRSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATUtDAY, THE TWO PRECEDING WORKING DAYS SELL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAAS DAY OCCURS ON A SUNRAY, THE TWO M74(ING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILIGE)ITLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SWILL BE C34PLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. Rr PROVIDED, HOWEVER, THAT THE CITY SHALL 4AVE THE RIGHT U20N REQUEST OF THE PUBIC WOWS DEPAR MENT, TO EXTEND THE TIME OF COPLETION OF SAID WORK. NO EXTENSION SMALL BE VALID UNLESS THE SAME BE IN WRITING AM ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE 51RETY ON THE BOND OF THE CONTRACTOR. TIN£ LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. 1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) r„ THE LIQUIDATED DAMAGES 00 NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, 1 SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS log PERCENT FOR OVERHEAD. 1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SEC-ION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WOW OVER THE ACCEPTED 8 ENDING PER DAY OR 4( ""' ?ER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHo—, RE:O.ASE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTORS PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS S'JBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THi. CONTRACTOR'S PLANT AUTO EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK APO PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUE ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPE7RATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, F ARICPDE`:, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTL:;N OF THE SITE AND HIS PLANT AND EQUIPMNT. THE OWNER WILL BE PROVIDED KEYS FOR ALL �. FENCED, SECUREO AREAS. Supplenental Specificatirn,s IRev 02/09/87) Page 1' 2-03 ROADWAY EXCAVATION NO E BPM04ENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WORK INMUIDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HALL 2. SLOPE ROUGING 3. EXCAVATION OF STRICTURES, DITCHES Ate CHANNELS. 4. REMOVAL OF UNSUITABLE MATERIALS. 5. RFMDVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTHER SURFACE IMPROVEMENTS 2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF .., APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATION ON HOW DRILLING, LOADING .eG SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) WHEN SHOWN HN THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, HICK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL BEARING ON SOLID GROUND. MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE _. . FOUNATION EXCAVATION UNLESS THE REMOVAL MIST BE ACCOMPLISHED BY DRACLIME OPERATION OR BY SPECIAL EXCAVATION METHODS REWIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FOUNDATION EXCAVATION^ ON A PER CUBIC YARD BASIS WILL APPLY. 2-03.3(14)F DISPLACEMENT OF 04SSUITABLE FOUNDATION MATERIALS - DELETE 2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION) ADD TO ITEM 1. AT THE DISCRETIPN OF THE ENGINEER, ROADWAY EXCAVATION, BORPOW EXCAVATION, MO UNSUITABLE FOUNDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT THE POINT OF LOADING. THE ^,ONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET BALL HAVE THE 1RUCK NUMBER, NAME PPO DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ADO TO BEGINNING OF PARAGRAPH 1: "ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM THE JOB SITE AS PART OF THEIR UNIT PRICE. Supplemental Specifications (Rev 02/09/87) Page 20 i DIVISION 2 N EARTTNAM 2-01 CLEARING, GRLSBING, AND ROADSIDE CLEANUP 2-01.2 OISPO,.AN. OF USABLE MATERIAL 4 DEBRIS (PARTIAL REPLACEMENT SECTION) DELETE: "TIE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW.* ADD: THE CONTRACTOR SHALL COOLY WITH ALL LAWS AND RILES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.20) DISPOSAL METHOD N0. 1 - OPEN BURNING - DELETE 2-01.2(?1 DISMAL METHOD N0. 2 CONTROLLED %"INC - DELETE 2-01.2(3) DISPOSAL METHOD NO, 3 - DELETE 2-01.2(4i DISPOSAL METHOD NO. 4 LAND FILLS (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER M:.3CELLANEOUS MATCRIAL NOT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROADSIDE CLEANUP - DELETE 2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEM 4 2-32 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3(3) REMOVAL O PAVEMENT. SIDEWALKS AND CURBS ADO: 5. WHEN AN AREA WHERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING HAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED. TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER BACKFILLING AND COMPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT (SUPPLEMENTAL SECTION) ADD: 2. •SAW CUTTING," PER LINEAL FOOT. �. 3. -COLD MIX MC ASPHALT,PER TON. ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX ASPHALT 94ALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTPAC7 ?RICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM. r r Supplemental Specifications (Rev 02/09/87) Pape 19 rr 2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL. REPLACEMENT SECTION) REPLACE THE SECOND AND THIRD PARAGRAPHS KITH: THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOADING AND HAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WIDTH FOR PAYW_NT SHALL BE 1 FOOT. NORIZONIAL LIMIT FOR PIPELINES LARGER THAN 42 INDIES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE, AND UNDERPASS SHALL BE 1.5 °EET. LOVER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF -HE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANTHER LIMIT WIEN EXCAVATION MUST BE MADE BELOW GUIDE. DELETE THE LAST TWO PARAGRAPHS. 2-09.3 PAYMENT (REPLACEMENT SECTION) WHEN THE PRC")SAL INCLLOES ANY OF THE FOLLOWING BID ITEMS, .HE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. 2. "STRUCTUE EXCAVATION CLASS B,"PER CUBIC YARD. THE WIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTR,'.CTOR TO EXCAVATE BELLOW THE ELEVJIONS 94OWN ON THE PLANS, THE WIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE SHALL REPLACE SUCH HATERI". WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. WHEN "STRUCIttE EXCAVATION CLASS B" IS NOT INCLUDED IN THE BID ITEMS TEEN ALL EXCAVATION, .._ AND ALL HAUL AND DISPOSAL IF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND TIRADE FOR ANY PIPE, CULVERT OR CODUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADDITIONAL PAYMENT SHALL BE MADE. 5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A.....," LLMP SUN. THE LWP SW CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NEEDEC TO BUILD, DEWATER, RACE RIPRAP TO PFEVENT SCOUR, AND R04M THE SHORING, CRIBS, COFFERDAMS OR CAISSONS. IF THE ENGINEER REQUIRES SHARING, CRIBS, COFFERDAMS, OR CAISSONS WHEN 1HE CONTRACT PROVIDES NO BID ITEM FOR SUCH WORK, THE OWNER MILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT ` EXTENDS BELOW THE ELEVATION SHOWN ON THE RAPS, THE OWNER WILL PAY THE LUMP SW PRICE AND NO MORE WHEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER THAN TWEE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT MILL BE AS PROVIDED IN _ SECTION 1-04.4. 6. "GRAVEL BACITILL(KIND)." PER TON. THE WIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. Supplemental Specifications �.. (Rev 02/09/87) Page 22 2-03.5 CONTINUED N REPLACE PARAGRAPH 1 ITEM 1 WITH: "WEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SUBCRADE, MIT CONTRACT PRICES FOR ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW SBCRADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2- 03.5(3) UNSUITABLE FOUNDATION EXCAVATION." + REPLACE TEXT OF ITEM 3 WITH: "UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD, WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SMALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL - INCLUDING HAUL. WHEN NO BID ITEM FOR •UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FOUNDATION MATERIAL CLASS A OR CLASS B APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FORTH IN SECTION 2-09.5.7. P WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WOW( AS MAY BE ORDERED BY THE ENGINEER SALL BE ACCOMPLISHED AS EXTRA WORK NO PAYMENT WILL BE MADE AS PROVIOLD IN SECTION 1- 04.4. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBANKMENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." M 2-04 MAUL 2-04.5 PAYMENT (REPLACEMENT SECTION) w ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE JOB SITE SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER LIMITS OF WORK. - 2-05 SLOPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL. TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF 'OTHER UNITS OF WORK. 2-09 STRUCTURE EXCAVATION 2-09.1 DESCRIPTION (SUPPU.EMENTAL SECTIONN THIS WORK ALSO INCLDES THE EXCAVATION . HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. 6. 2-09.3(i)C REMOVAL OF UNSTABLE "ASE MATERIAL (PARTIAL REPLACEMENT SECTION) i .. REPLACE PARAGRAPH 2 WITH: U GRAVEL BACKFILL FOR FOUNDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRULSHHEO MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.78 FOR GRADATION AM QUALITY. } :. Supplemental Specl*ications (Rev 02/09/87) Page 21 DIVISION 5 ` wACE TREATMENTS AND PAVDERS t� 5-04 ASPHALT CONCRETE PAVEMENT 1 5-04 5 PAYMENT (PARTIAL REPLACEMENT SECTION) `. REPLACE ITEM 10 "DRIVE WAY ASPHALT" WITH: 10. "MISCELLANEOUS AND/OR DRIVE WAY ASPHALT, PER TON. ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, 8 14 REMOVING TEMPORARY STRIPING r SHALL BE CONSIDERED INCIDENTAL TD AND INCLUDED IN THE WIT CONTRACT PRICE OF OTHER WITS OF WORK." 5-05 CDENT CONCRETE PAVEMENT p. 5-05 33(16) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION CONCRETE FOR DRIVEWAYS SHALL BE CLASS A(3/4) AS SPECIFIED IN SECTION 6-02.3(2). 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) f I REPLACE ITEM 7 WITH: �- 7."CEENT COIw:RETE DRIVEWAY", PER SQUARE YARD {r V r r C C Supplemental SOecincetiOns _.. (Rev 02/09/87) Page 24 2-09.5 CONTINUED ' UNLESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPECIFICATIONS. 7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON. IF EXCAVATION BELOW THE ELEVATION SAWN ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CLASS A OR CLASS B SHRLL PE PAID IN THE BID ITEM "FOUNDATION MATERIAL CLASS A OR CLASS B"(SECTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYMENT SMALL BE MADE. 2-11 TRDWNG AND CLEANUP r 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: 7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, MID OTHER 11w UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. ,... B. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. U 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND. 10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S .APPEARANCE. 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WIT,? 5LliR0JHDlNG5. i r Supplemental Specifications (Rev 02/09/87) Pape 23 111N 6-11.3 CONTINUED SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY BACKFILL THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 INCH MINIMUM THICKNESS BETWEEN THE ENTIRE WALL AND THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED AFTER EACH COURSE OF ROCKS. ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF THE ROCK COURSE WILL BE REMOVED BEFORE SETTING THE NEXT COPSE. 6-11.3.2 DRAIN PIPE A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROLIKERIES AS (" SHOWN IN THE STAND4% PLANS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM *MERE SHOWN. f4w. 6-31.3.3 REJECTION OF MATERIAL TIE INSPECTOR MILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT 1,, BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRICTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT r' NO ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMENT Ir MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF N" THE MALL AND ROUNDED TO THE NEAREST SQUARE YARD. r 6-11.5 PAYMENT PAYMENT WILL BE MADE UDDER THE ITEM "ROCK RETAINING WALL", PER SQUARE YARD. r' THE UNIT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAINING WALL IN [[� PLACE AND SHALL INCLUDE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRE^ TO COMPLETE THE INSTALLATIJN. w„ i Supplemental Specificatlons (Rev 02/09/87) Page 26 .,. DIVISION 6 STRUCTURES i 6-11 ROCKERIES (NEW SECTION) r 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE t EXCAVATION AND SHAPING OF THE CUT OR FILL SLOPES AD FURNISHING AND CONSTRUCTING ROCKERIES/ROCK RETAINING WALL WHERE SDWN ON THE PLANS OR WIRE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROOK WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ADESITE OR OTHER IGNEOUS ROCK. INDIVIDUAL PIECES OF ROCK SHALL BE Saw AND RESISTANT TO WEATHERING. MEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AHD TESTED FOR SOl1DNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AASHTO T10A, THE LOW THOUGH A ONE-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED 35% BY WEIGHT. THE ROC( MATERIAL SHALL BE AS NEARLY RECTANGUAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF VOID SPACE BETWEEN THE BLOCKS. NO STONE SHALL BE USED WHICH DOES NOT EXTF+D THROUGH THE WALL. THE ROCK MATERIAL SHAL!. BE HARD, SOUND, DURABLE AND FREE FROM WEATHERED PORTIONS, SEAMS, CRACKS MID OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMA OF 160 POUNDS PER CUBIC FOOT. THE SOURCE OF SUPP_Y AND REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY OD THE SITE. THE ROCK WALLS SHALL BE CONSTRUCTED OF ONE-KW ROCKS, (85 TO 300 POUNDS) EACH 10" IN ITS LEAST DIMENSION; TWO-MAN ROCKS, (300 TO 600 POUNDS) EACH 13" IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800 TO 1,200 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAW ROCKS (1,500 TO 2,200 POUNDS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOUR-MAW ROCKS SHALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET IN HEIGHT. 6-11.3 (CONSTRUCTION REQUIREMENTS) THE ROCK UNLOADING AT THE SITE WILL BE DONE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE RAKES INDICATED IN THE PRECEDING PARAGRAPH. THE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW SUBIAAOE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCES SR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GROUND LEVEL IN EMBANKMENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE PLACED SHALL BE TRIMMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROCK WALL _. CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THE CUT OR FILL SECTION. ROCK SELECTION AND PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF ,�. THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICUAAR ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED TO MINIMIZE EROSION OF THE ;BAC(FILL MATERIAL. THE LARGER ROCKS SHALL BE RACED AT THE BASE OF THE L ROCKERY SO THAT THE WALL WILL BE STABLE AM HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE CAREFULLY PLACED BY MECHANICAL EQUIPMENT AND IN A KAN ER SUCH THAT THE. LONGITUDINAL AXIS IF THE ROCK SMALL 13E 1 AT RIGHT ANGLES OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS STALL HAVE ALL INCLINING FACES SLOPING TO THE BACK OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE RAX BELOW IN SUCH A HAVER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER Suppinnental Specifications (Rev 02/09/87) Page 25 w 7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 11, 12 an; 13 REPLACE LAST PARAGRAPH WITH: THE LIMIT CONTRACT PRICZ '-OR GRAVEL BACKFILL FOP FOUNDATIONS CLASS A L. OR CLASS 8 SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09. r 7-04 STORM SEWER 7-04.2 MATERIALS (SUPPLEMENTAL SEC' ON) L ADO: PVC SEWER PIPE ........................ 9-05.12 7-04.3(1)8 PIPE BEDDING (SYPLEMENTA'. SECTION) ADD: r PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL BE PLACED TO A DEPTH OF 6" OVER AND 6" UNDER THE EXTERIOR WALLS OF THE PIPE. L 7-D4.3(2)A SURVEY SINE AND GRADE (PARTIAL REPLACEMENT SECTION) L REPLACE PARAGRAPH 1: WITH: "VEY LINE AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BACKFILLING STOW SEWER TRENCHES (SUPPLEMENTAL SECTION) ADD TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACKFILLEO WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)9 PRIOR TO BACKFILLING THE REMAINDER OF THE TRENCH. F ADD: MEASJREMENT OF BAN( RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. ` 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: ~ EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR STRUCTURE EXCAVATION CLASS 8 INCLUDING HAUL, AS SPECIFIED IN SECTION 2.J9. 7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS I THROUGH 6 AND REPLACE WITH: 1. " " Storm serer pipe, per L.F. 2. Concrete Class C, per C.Y. WHEN NO 810 ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SHOWN IN THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL BE MADE. REPLACE PARAGRAPH 3 WITH: a TESTING OF STOW SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS. SUpplemental Specifications (Rev 02/09/87) Page 28 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER NUNS, AND CONDUITS H 7-01 DRAINS r 7_01.4 MEASUREMENT (ADDITIONAL SECTION) ODD TO PARAGRAPH 2: "WREN THE CONTRACT DOES NOT INCLUDE 'STRICTURE EXCAVATION CLASS 8' AND 'STRUCTURE EXCAVATION CLASS 8 INCLUDING HALL, AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SMALL BE INCLUDED IN OTHER CONTRACT PAY ITEMS." 7-02 CULVERTS r 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH{ 1: PVC PIPE ...................... 9-05.12 , . PVC PIPE: WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUIINUM ARE REFERRED TO IN SECTION 7-02 IT SHALL BE UNDERSTOOD THAT REFERENCE IS ALSO WADE TO PVC. H. 7-02.3(1)C PLACING PVC PIPE (ADDITIONAL SECTION) IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SHALL BE LAID BEGINNING AT THE LOWER END, WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAL AND EXTEND FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TOP OF THE PIPE. WHEN IT IS NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GASKETEO CONCRETE COLLAR WILL BE USED AT THE POINT OF CONNECTION. 7-02.4 WASURFME14T (PARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH: 1. " " Storm drain pipe per L.F. 2. ^�• z ^ Corrugated Steel Arch Pipe per L.F. 3. ^ ^ z " ^ Corrugated Aluminum Arch Pipe per L.F. 4. -Concrete Class C" per C.Y. 5. " " Diameter Flared End Section Per Ea. DELETE PARAGRAPHS 5 d 7 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS 7-03.4 H£ASUREMENT (PARTIAL REPLACEMENT SECTION) Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5" M I Supplemental Specifications (Rev 02/09/87) Page 27 Wa 7-05.3(1) CONTINUED THE INSIDE OF THE INLETS SWILL SE MORTARED ND PLASTERED, MONLIENTS AND CAST IRON FRAME AND COVER: M WMENTS NO MONUMENT CASTINGS SHALI. 9E ADJUSTED TO GRADE IN THE SNE MANNER AS FOR MANHOLES. VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SWILL BE MADE IN THE SAME MNIMER AS FOR MANHOLES. 7-05.3(2) CONNECTION TO EXISTING LINE. CATCH BASIN, CURB INLET OR MANHOLE (NEW SECTION) MERE SHOWN ON THE F ANS, NEW DRAIN PIPES SHALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB INLETS AND/OR MAM OLES. THE CONTRACTOR SHALL BE REQUIRED M CORE DRILL INTO THE STRUCTURE, SHAPE THE NEW PIPE TO FIT AID REIROUT THE OPENING IN A WORIOIJNLIKE MANIfR. MERE DIRECTED BY THE ENGINEER OR MERE SHOWN ON THE PLANS, ADDITIONAL STRUCTURE CHANNELING WILL BE REQUIRED. A 'CONNECTION TO EXISTING" ITEM WILL NE ALLOWED AT ANY CONNECTION OF A NEW LINE TO ION EXISTING STRUCTURE, OR THE CONNECTION OF ION EXISTING LINE TO A W-W STRUCTURE. NO "CONNECTION TO EXISTING" WILL BE ACCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LINE MANHOLES, CATCH BASING OR CURB INLETS. THE LIMIT BID PRICE PER EACH SHALL BE FULL COIOENSATION FOR ALL LABOR, MATERIALS AND EOJIPMENT REQUIRED. 7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION, REPLACE PARAGRAPH 1 WITH: MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10, AS MEASURED FROM FINISHED RIM ELEVATION TO THE INVERT OF THE LOWEST 7UTLET PIPE. ALL DEPTH HATER THAN 10' WILL BE PAID AS EXTRA DEPTH KW40LES ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT . REPLACE PARAGRAPH 4: WITH: , STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS 8, INCLUDM HAIL WILL BE MEASURED AS SPECIFIE) IN SECTION 2-09. 7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 10 AM Pam,.. PITH: 1. "Standard Marvoles �,=h 2. "Extra Depth Manholes_ per V.F. ' 3. "Catch Basin Type,,_", per each w 4. "Catch Basin Type_,`", •iV)out Catch, per each 5. "Extra Depth Catch Basin", per Y.F. ,. 6. "Adjust Manhole", per each 7. "Adjust Catch basin", DeI each °'- 8. *Adjust Valves", per each 9. "Adjust MONWemts", pEC each 10. "Connection to Existing", per each .-. DELETE PARAGRAPH 4 Suppler_�ital Specifications (Rev 02/09/87) Page 30 -„ 7-1,5 MANHOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS 1 7-05.3(1) ADJUSTING MANGLES AND CATCH BASINS TO (MADE (SUPPLEMENTAL SECTIUN) ADD: IN UNPAVED STREETS: MANGLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH C CRUSHED ROCK OR (RAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE SUxw RAGE AND COVERED WITH A TEW30 MY WOOD COVER. EXISTING KW40LES SMALL BE CUT OFF AND COVEREU TN A SIMILAR K%4ER. THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE SO THAT THEY MAY BE EASILY FOUND UPON COMPLETION OF THE STREET WORK. AFTER RACING THE GRA.R OR CRUSHED STONE SURFACING, THE MANHOLES AND MANGLE CASTINGS SHALL BE r CONSTRICTED TO THE FINISI*Z GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING 14r MANHOLES TO GRADE SMALL CENTER :ROUT THE MANHOLE AO BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION OF THE MANHOLE AOJUSD"FJNT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REqNIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. WHERE BITI,MTNOUS SURFhC9 TREATMENT IS TO BE PLACED, THE MAIHDLE CASTINGS SHALL BE INSTALLED FROM 1/2 INCH TU ONE INCH HIGNv—� THAN THE ROADWAY SURFACE, AS THE ENGINEER MAY DIRECT. r I IN CEMENT CONCRETE PAVEMENT: MANGLES, CAT04 BASINS AND SIMILAR STRUCTURES SHALL BE CONSTRUCTED AND ADJUSTED IN THE SAME MAKER AS OUTLINED ABOVE EXCEPT THAT THE F114AL ADJUSTMENT SHALL BE MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN RACING THE L CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN NOT TO ALTER THE POSITION OF 1HE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, L AT WHICH TIME THE CENTER OF EACH MANGLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SHALL BE CUT IN A RESTR_CTED AREA AND P" BASE MATERIAL BE REMOVED TO PE104IT REMOVAL OF THE COVER. THE MANGLE SHALL THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLE ITSELF. ME CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIAETER OF THE CAST IRON FRAME PLUS TWO FEET. THE BASE MATERIALS AND CRUSHED ROCK SHALL BE REMOVED AND CLASS B(3/4) CONCRETE SHALL BE PLACED SO THAT THE ENTIRE VOLUME OF IHC EXCAVATION IS REPLACED UP TO WITHIN PUT NOT TO EXCEED 1 1/2 INCHES OF THE FINI94ED PAVEMENT SURFACE. ON 'HE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT -.A XTE PAVEMENT, AO -HE OUTER EDG: OF THE CASTING Z11ALL BE PAINTED WITH HOT ASPHALT CEMENT. AWWT CONCRETE STALL THEN BE PLACEC AND COMPACTED WITH HAD TAPERS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS B INCLUDING PAVING ASPHALT PER TON". THE COMPLETE PATCH ;;HALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE, DENSITY, AND UNIFORMITY OF (RAG[. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEIEMi SHALL THEN BE CAREFULLY PAINTED WITH HOT ASM.A.T CEMENT OR ASPHALT EMULSION AND SHALL BE IMEDIATELY COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SHALL BE THOROUGHLY MORTARED AND PLASTERED. ADJUSTMENT OF INLETS: THE FINAL ALIGNMENT AD GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS TO BE ADJUSTED TO GRADE WILL BE ESTABLISED FROM THE FORMS 'HR ADJACENT PAVEMENT SURF4CES. THE FINAL ADJUSTMENT OF THE TOP OF THE INLET WILL HE PERFORMED IN SIMILAR MAKER TO THE ABOVE FOR MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NJT EMBEDOEC IN THE GUTTER SECTION SHALL BE SOLIDLY EMBED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIX INCHES BEYOND THE EDGE OF 11 r_ CASTING AND SHALL BE LEFT 1 1/2 INCHES BELOW THE TO' OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT ,., CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTING 94ALL BF. PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE 9-ALL BE CONSTRICTED IN THE SANE MAKER AND OF THE SAME MATERIAL AS THAT REQUIREC f'OR NEW INLETS. N SM{Mplamental Specl*ScetiOns (Rev 02/09/87) Page 29 r 7-11.3(09;A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION IWHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING MAINS SHAII BE MADE BY CITY FORCES AS PROVIDED BELOW: CONTRACTOR INSTALLED CONNECTIONS: CONNECTIONS TO THE EXISTING WATER MAIN -SHALL NOT BE MADE WITIHOUT FIriiT MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE ,'ARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO °Rai-LRLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTIWi WATER WAIN THAT "r BE REMOVED. THE PIPE ENDS SHALL BE BEVELLED TO PREVENT DAMAGE TO TF>_ TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END 94A_L BE. CLEANED TO A SOUND, SMOOTH FINISH BEFORE INSTALLATION OF THE. COUPLING. TRANSITION COUPLINGS BALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC FILM WRAP. THE PLASTIC FILM WRAP 94ALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, ANU COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE INSTALLED BALL BE WRAPPED A MINI" OF 3 FEET ON EACH SIDE OF THE COUPLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR , COUPLING SHALL BE EXPOSED TO THE BACKFILL. CARE SHALL BE EXERCISED DURING BACKFILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA 0105 EXCEPT AS MODIFIED HEREIN. WHEN WORK IS ONCE STARTED ON A CONNECTION, IT 94XL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION, AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS MILL BE PERMITTED OVERNIGHT OR OVER WEEKENDS OR ON HOLIDAYS. �• IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFH THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF. THE ENGINEER WILL ADVISE WHICH PROPERTY OWHF;ty ARE TO BE NOTIFIED. THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE COkECTION DURING TIMES OTHER THAN NORMAL WORKING HOURS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. .I WORK 94ALL BE PERFORMED ON THE CONECTIONS LNIESS A REPRESENTATIVE OF THE WATER DEPARTMENT - IS PRESENT TO INSPECT THE WORK. THE TYPES OF CONNECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HIVE BEEN 94OWN IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONECTION BY ANY OTHER METHOD, THE CON:RACTOR SHAL' FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WEEKS PRIOR TO THE EXPECTED CONSTR CTION. CITY INSTALLED CONECTIONS: CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CON RACTOR MUST ._ VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. CONECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. Supplemental Specifications (Rev 02/09/67) Page 32 7-D9 PIPE AND FITTINGS FOR WATER MAINS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) i 1.. REPLACE PARAGRAPH 1 WITH: MATERIALS SHALL MEE, THE REQUIREMENTS OF THE FOLLOWING SECTIONS: pipe ........ 9-30.1 Ductile Iron Pipe ................ 9-30.).A Fitting ...................•.....• 9-30.2 Ductile Iron Pipe . 9-30.2A Plastic Film Wrap ................ 9-30.8 Traa3r Tape ...................... 9-30.9 7-10 TRENCH EXCAVATION, BEDDING, AID BAO(FILL FOR WATER MAINS 7-10.3(07)9 EXTRA EXCAVATION (PAFt.IAL REPLACEMENT SECTION) REPLACE PARA(RAo 4 WITH: MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACWFILL' WILL BE BY THE TON. 7-IC.4(04) BAN( RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF BANS RUN GRAVEL FOR TRENCH BAOTILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1- 09.1, GR BY THE CALCULATION OF `EAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A LCONVERSION FACTOR OF 1.5 TONS PER CLA31C YARD, WHICHEVER IS LESS 7-10.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE L7-10.5(03) REMOVAL AND REPLACEMENT OF UNSJI"ABLE MATERIAL (PARTIAL REPLACEMENT SECTION) r REPLACE PARAGRAPH 1 WITH: PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS AND NO FURTHER COPENSATION WILL BE MADE. 7-10.5(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BARN( RUN GRAVEL FOR TRENCH BACKFILL" WHICH PRICE STALL GE FULL COMPENSATION FOR EXCAVATING, FURNISHING, HAULING, PLACINC AND COMPACTING THE MATERIAL IN THE TRENCH. AL90 INCLUDED IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UUSABLE MATERIA.. EXCAVATED FROM THE TRENCH. �. 7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION) PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL COPENSATION FOR EX^AVATINC AIM DI`.POSING OF THE UNSUITABLE MATERIAL AND REP_ACIN. »ITH THE APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.7B(1) 7-11 PIPE INLSTALLATION FOR WATER MAINS 7.11.3(06) LAYING RACTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION) THE POLYETHYLENE ENCASEMENT SHILL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 71.5 OR AWWA C105. Supplemental Specifications (Rev 02/09/87) Page 31 7-11.3(11) CONTINUED INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, 'HE CORPORATION COCKS BALL BE REMOVED AND PLUGGED. THE TEST 94ALL BE ACCOhPLI94ED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PULP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AHD THEN PUP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED 9iALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER %ALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MC/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SMALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING -.Wa 1 A POSITIVE DISPLACE?ENT WATER METER WITH A SWEEP WIT HAND.REGISTERING ONE GALLON PER EVOLUTION. THE METER BALL BE APPROVED BY THE OMEN. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF WILONS PER HOUR AS LISTED IN THE FOLi.OWIW; TABLE. 2. THE LOSS IN PRESSURE MALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - GPH �..., Nominal Pipe Diameter* - Inches PSI 6" 8" 10" _ 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.G0 3.60 350 0.64 1.12 1.40 1.69 2.25 2.81 3.37 f- :75 0.75 1.00 1.24 1.49 1." 2.43 2.99 lr 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 Z25 8.68 0.9C 1.13 1.35 1.86 2.25 2.70 r„ 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 j •IF THE PIPELINE UIX.R TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPU`ED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STAfEO IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 7-11.3(12) DECHLORINATION (APPLEMENTAL SECTION) ,. DEChLORINATION OF AL: WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHEC IN ACCORDANCE WITH THE H` CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STOW DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE CITY OF RENTON STlNDARD DETAILS FOR GENERAL BLOCKING, DEAD-MAW BLOCKING, AND ` VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED S AM_L BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOIU OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE PORED AROUND JOINTS. THE FDRMS SHALL BE STRIPPED PRIOR TO -- ' BACKFILLING. JOINT RESTRATNT(SHACKLE RODS), WHERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.305). Supplemental Specifications (Rev 02/09/87) Page 34 ►s 7-11.3(09)A CONTINUED r• THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING, AND SWILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE N EXISTING WAIN AND ASSEMBLE ALL MATERIALS. MEN THE CITY MAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE INCLUDED IN OTHER ITEMS OF WOW. 7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SMALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY MILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SMALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SMALL BE SWILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE LTDER PRESSURE. ALL THRUST BLOCKS SHAD. BE IN PUKE AND SUFFICIENTLY CURED TO PEACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. �. THE MAINS SWILL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL "'• FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES At A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A BACXFLOW PREVENTION DEVICE WILL BE USEr ':HEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE ,.., OBTAINED FROM THE CITY BY COPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS. THERE WILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SMALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RE-TEST THE PIPELIN7. - ALL TESTS SHALL BE WADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE BALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE C3ES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SMALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WOWING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN I,ORD FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AV ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SWILL HAVE SEEM TESTED `r SUCCESSFULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR 94ALL HAVE ALL w EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE ,PECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM 'HE PIPE, VAALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SALE Sk '"ental Specifications M <ev 02/09/87) Page 33 1 RN 7-11.3(15) CONTINUED INTO TIECOUPLINGS. ARRANGE TIERODS SYMNMETRICALLY AROUND THE PIPE. PIPE DIAMETER NUMBER OF 3/4" TIERODS REQUIRED 4" 2 6" 2 8" 3 10" 4 12" 6 WHERE A MANUFACTURES MECWWICAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INST-JID OF HOLES, A FLAYED VALVE WITH A FLANGE BY MECHANICAL JOINT ADAPTOR SHALL BE USED INSTEAD, SD AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT. WHERE A CONTINUOUS RUN OF PIPE IS REQUIRED TO BE RESTRAINED, `D RUN OF RESTRAINED PIPE SHALL BE GREATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REQUIRED ON LOMGLR RUNS TO KEEP TIMM -ENGTHS TO THE 60 FOOT MUIIMUY. PIPE USED IN CONTINUOUSLY RESTRAINED RUBS SHALL BE MECHANICAL JOINT PIPE AND TIEBOLTS SHALL BE INSTALLED AS ROD GUIDES AT EACH JOINT. 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (SUPPLEMENTAL SECTION) IVALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SWILL BE CLOW LIST 14, MUELLER COMPANY NO. A-2380, KENNEDY, OR M 6 H. i APPROVAL OF VALVES OTHER THIN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPEkING. ALL GATE VALVES LESS THAN 12" IN DIAMETER. SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. , 7-14 HYDRANTS 7-14.3(01) SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE ` CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED YELLOW. FIRE HYDRANTS SWILL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 - 1/2 FEET DLL? UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL r WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SECTION) r FIRE HYDRANT ASSEMBLY SNAIL INCLUDE C.I. TEE NJ X FL), 6" GATE VALVE (FL X NJ), 6' C.I. SPOOL (PE X PE) 5" M.V.O. FIRE HYDRANT (MU CO4RECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE r r Supplemental Specifications (Rev 02/09/87) Page 36 ` k• ' 7-11.3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERA. i . WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REQUIRED BY THE ENGvwm, JOINT RESTRAINT SYSTEM (SHACKLE RODS) SHALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL Be p. THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO BOX 258, COLUNBUS OHIO d 43216, UNLESS AN EQUAL ALTERNATE IS APPROVES •N WRITING BY THE ENGINEER. MATERIALS STEEL. TYPES USED SHALL BE: i., HIGH STRENGTH LOW—ALLOY STEEL(COR—TEN), ASTM A242, HEAT—TREATED, SUPERSTAR "SST" SERIES. NIGH STRENGTH LOW-ALLOY STEEL(COR—TEN), ASTM A242, SUPERSTAR "SS" SERIES. CARBON STEEL ASTM A36, STAR "S" SERIES. i.. ITEMS 10 BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REOUIR04BUS: ASTM W33 ELECTROOEPOSITED COATINGS OF ZINC ON STEEL. ASTM A153 FOR GALVANIZING IRON AND STEEL HARDWARE. ASTM A123 FOR GALVANIZING ROLLED, PRESSED AND FORGED STEEL "AS. r" JOINT RESTRAINER SYSTEM COMPONENTS: L TIR90.T: ASTM A242, TYPE 2, RAIN, ZINC PLATED OR HOT—DIP GALVANIZED. SST 7:5/8" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS, C ASTN A325, TYPE 30, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION SHALL BE INCREASED TO 40,000 LBS. MINIMUM FOR 5/8" AND 60,000 LBS. MINIMUM FOR 3/4" BY HEAT TREATING (QUENCHING AND TEMPERING) TO MANUFACTURES REHEAT AND HARDNESS SPECIFICA*IONS. �r SST 753: 3/4" FOR 14" TO 24" MECHANICAL JOINTS. SAE ASTM SPECIFICATION AS SST 7 SST 77: 3/4" SAE AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SAME ASTM SPECIFICATION AS SST 7. TIENUT: HEAVY HEX MIT FOR EACH TIEBOLT. SSB: 5/8" AND 3/4", ASTM A563, GRADE C3, PLAIN OR ZINC PLATED. S 8: 5!8" AND 3/4", ASTM A563, (TRADE A, PLAIN, ZINC PLATED OR NOT-DIP GALVANIZED TIECOUPLING: USED TO EXTEND CONTINUOUS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO AID INSTALLATION, PLAIN, ZINC PLATEU OR HUT-DIP GALVANIZED. SS 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3. S 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE A. TIEROD: CONTINUOUS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, PLAIN, ZINC PLATED OR HOT- DIP GALVANIZED. SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI 81.1. 5 12: 5/8" AND 3/4" OIAMETER, ASTM A36, A307. T IEWASHER: ROOD FLAT WASHP..RS, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. w SS 17: ASTM A242, F436. 5 17: ANSI 818.22.). INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL t JOINTS ARE MECHANICALLY LOCH(ED TOGETHER TO PREVENT JOINT SEPARATION. TIEBOLTS SHALL BE INSTALLED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE N.J. FOLLOWER. TORQUE NUTS AT 75-90 FOOT POUNDS FOR 3/4" NUTS. INSTALL TIECOUPLINGS WITH BOTH RIDS THREADE!? EQUAL DISTANCE Su{::plemental Specifications (Rev 02/09/87) Page 35 s� 7-17.3(1)0 PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES. THE HW-PLACED BEDDING AROUND THE PIPE AND TO A POINT 6" ABOVE THE CROWN SWILL BE FOOT-TAMPED UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SWILL BE MECWWICALLY TAMPED WITH HAND-OPERATED MECHANICAL OR PNEUMATIC TAMPERS TO 95% DENSITY. PIPE REDOING SHALL BE C041DERED INCIDENTAL TO THE PIPE AND MD FURTHER COPENSATION SHALL BE MADE. 7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS 94ALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANDS, WHEN THE EXISTING MAIN IS COK;,UCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED. CONNECTIONS TO EXISTING CONCRETE MANHOLES SMALL BE CORE-DRILLED, AND SHALL HAVE AN -0" RING RUBBER GASKET MEETING ASM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASBESTOS-CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. 7-17.3(2) 1 PROTECTION OF EXISTING SEWERAU.E FACILITIES (SUPPLEMENTAL SECTION) WHEN EXTENDING AN EXISTING SEWER, THE DOWNSTREAM SYSTEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MANHOLE DOWNSTREAM OF THE CONECTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, 94ALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. MIEN THE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.3(4)1 TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS 8 AS SPECIFIED IN SECTION 2.99. ADD: MEASUREMENT Or BANG RUN GRAVEL FOR TRENCH 84C)TILL WILL BE BY THE TON, IN AFCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. _. 7-17.5 PAYN34T (PARTIAL REPLACEMENT SECTION) REP-ACE ITEM 1 THROUGH 9 PARAGRAPH 1 WITH: _ 1. •_"_Sanitary Sewer Pipe", PeI Linear Foot 2. _"X " Tees" Per Each 3. "T.V. Inspection" Per Lump Sum 4. "Banc Run Gravel for Trench Backfill", Pei Ton ro Supplemental Specifications (Rev 02/09/87) Page 38 7-14.3(02) CONTINUED ROD WITH ACCESSORIES AND TWO SINCRETE GUARD PO_ S. JOINT RESTRAINT(SHACKLE RODS), SNAIL RE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) w RERAN PARAGRAPH 2 MITH: THE METHOD OF HARNESSING -HE HYDRANT SHALL BE DETERMi NED BY THE CONDITIONS FOUND IN THE FIELD L,. AND SHALL BE RE-SHACKLEU AND RE-BLOCKED AS DIRECTEC aY THE ENGINEER. I ADD. ALL REBER GASKETS REMOVED OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW CASKETS OF THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE. 7-14.5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) I THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEI$Y COMPLETE" SHALL BE THE SAE AS "HYDRANT 1•� ASSD&vw EXCEPT THAT THE 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR 'HYDRANT ASSEMBLY COMPLETE-. 7-15 SERVICE CONNECTIONS 7-13.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) REPLACE 1st SENTIENCE PARAGRAPH 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER. SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOUND V..EREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. iTHE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOR 3/4" SERVICES. TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH COMPRESSION TYPE, THREE PART UNION CC:JPLINGS. TYPE II: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY 94ALL BE REPLACEC WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN RANTER STRIP BETWEEN SIDEWALK AND CURB). TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY ..ALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER, A SOLID COPE THREADED SPACEP. THE LENGTH OF A METER SHALL BE INSTALLED IN RACE OF THE METER. 7-17 SANITARY SEWERS 7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION) LIN PARAGRAPH 1 DELETE: A 8 S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL IN PARAGRAPH 4 DELETE: A 8 S COPOSITE SEWER PIPE 9-05.14 .n r, Supplemental Specifications (Rev 02/09/87) Page 37 7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE AFTER THE SUBCRADE HAS BEEN PREPARED AS SNOW ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, ASPHALT CONCRETE PAV04NT CLASS B OR CLASS F -HALL BE PLACED TO A THICKNESS OF THE EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVER DEPTH IS THE GREATER, AND COMPACTED IN THE MAHER SPECIFIED IN SECTION 7-18.3(3). 7-18.3(5) OIL HAT STREETS THE EXISTING OIL MAT SMALL BE UNIFORWY TRIMED TO A STRAIGHT LINE. AFTER THE SUBGRADE HAS BEEN , PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINUMM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SWLL BE PLACED AND COMPLETED IN THE S,,E MANNER AS SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WORK ALL INCIDENTAL WORK AS REWIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIEC, INCLUDING JOINTS MERE REWIRED, SMALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SMALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. 7-18.4 MEASUREMENT PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LINS 1 (ONE) FOOT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SMALL BE AS COVERED !N OTHER SECTIONS OF THIS DOCUMENT. 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE UNDER: 1. "BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING " PER SQ. YD. 2. "CEMENT CONCRETE CLASS , FOR PAVEMENT PATCHING " PER CU. YD. 3. "CEMENT CONCRETE CLASS`, FOR PAVEMENT PATCHING " PER SQ. YD. 4. "ASPHALT CONCRETE CLASS , FGN PAVEMENT PATCHING PER TON. ` 5. "ASPHALT CONCRETE CLASS_, FOR FPVEMENT PATCHING PER SQ. YO. WHEN NONE OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SHALL BE CONSIDERED — INCIDENTAL TO THE PR0JECT AND THE COSTS THEREOF SMALL BE INCUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. Supplemental Specifications (Rev 02/09/87) Page 40 7-18.2 MATERIALS h MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONSt I is BITUMINOUS SURFACE TREATMENT ...... 3-02 ASPHALT CONCRETE PAVEMENT ...... 5-04 CENF T CONCRETE PAVEMENT ...... 5-05 y CURBS AND GUTTERS ...... 8-04 CEMENT CONCRETE SIDEWALKS ...... B-14 7-18.3 CONSTRUCTION DETAILS 7-18.3(1) GENERAL PAVEMENT PATCHING SMALL BE SCHEDULED TO ACCCMDDATF THE DEMANDS W TRAFFIC AND SHALL BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CONVENIENCE TO PUBLIC TRAVEL. THE PLACING AND COPACTION OF THE TRENCH BACKFILL, THE PREPARATION AND COMPACTION OF THE SBCRADE, AND THE PLACING AND COMPACTION OF THE CRUSHED SURFACING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALT. BE TRUED SO THAT THE MARGINAL LINES OF THE PATCH MILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES, THE USE OF A CONCRETE SAW SHALL BE REQUIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. CONCRETE USED IN PATCHF- SHALL BE CLASS 18, (3/4) - 3 DAY MIX. WRING COMPOUND AS SPECIFIED IN SECTION 5-05.3,13) SHALL BE RACED ON THE CONCRETE IMMEDIATELY AFTER FIN.SHING. AW PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC. ---' 7-18.3(2` CEMENT CONCRETE PAVEMENTS AFTER THE SUBQ;%DE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LIME AND GRADE, THE _. CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED ANIJ STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND MAW JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE S"ALL BE FINISHED AND BRUSHED WITH A FIBER BRASH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHED CONCRETE IMEDIATELY AFTER FINISHING. 7-16.3(3) RIGID TYPE PAVEMENT REfURFACED WITH ASPHALT CONCRETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RES RFACEO WITH ASPHALT CONCRETE SHALL BE PATCHED AS SOWN ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THRE ASPHALT PORTION OF THE PATCH. BRUSH FINISHING MILL NOT BE REQUIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL BE ACCOMPLISHED WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR BITUMINOUS PLANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT CONCRETE HAS BEEN PLACED, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMEDIATELY BEFORE RACING, THE r ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THE 9E PLACED, LEVELED, AND COMPACTED TO CONFORM TO THE ADJACENNT PAVED SURFACE. IMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE pa NEW AM ORIGINAL ASPHF'_T PAVEMENI SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAND BEFORE THE 0.5PHALT SOLIDIFIES. Y Supplemental Specifications �r (Rev 02/09/87) Page 39 V 8-08.3 CONTINUED 2. Placing Adhesive (epo• ` on pavement surface and pressing the button onto it. 8.08.4 !&iaREAENT (REPLACEMENT SECTION) MEASUREMENT WILL BE BY �E 'UNIT, COMPLETE IN PLACE. ._ 8-08.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE F(LLOWING; (1) "10" Plastic Traffic Button, color, " per ea. 8-09. LAME MARKERS 8-09.4 MEASUREMENT (REPLACEMENT SECTION) ME/ISLREMENT WILL BE LANE HARKER, TYPE I "nd TYPE II BU' THE UNIT COMPLETE IN PLACE. 8-09.5 PAYMENT (REPLACEMENT SECT?ON) PAYMENT SHALL BE BY THE FOLLOWING: (1) "4" LAME LIME MARKER, TYPE I, White" Per Each (2) "4" LANE LINE MARKER, TYPE II, COLOR(S)" Per Each 8-13 MONUMENT CASES 8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) •- REPLACE PARAGRAPH 4 WITH: THE MONUMENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE CITIES SURVEYOR. V'-N THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SWILL SET THE MONUMENT. IN ALL CASES THE CITIES ` SURVEYOR SHALL SET THE PUNCH OR TACK IN THE MONUMENT. 8-13.5 PAYMENT (SUPPLEMENTAL SECTION) THE MWJM NT WILL ALSO BE SUPPLIED AND PLACED AS PART OF -MONUMENT, MWMENT.CASE AND COVER" AND ALL WORM IN SUPPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.2, MATERIALS (PARTIAL REPLACEEENT SECTION) _ DELETE PARAGRAPH 2 8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: THE CONCRETE SIDEWALK SHALL BE CUREn FOR AT LEAST 72 Hlh1RS AS SPECIFILD IN 5 "` Supplemental Specifications �. (Rev 02/09/87) Page 42 DIVISION B MISCII.LAIEOUS CONSTRUCTION 8-04 UP S, GLITTER, SPILLWAYS AND INLETS 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION} REPLACE PARAGRAPH 1 WITH: CEMENT CONCRETE CURB, CURB AND GUTTER, GLITTER AND SPILLWAY SWILL BE CONSTRUCTED HITH AIR ENTRAINED CONCRETE CLASS B SPECIFIED ON THE STANDARD RAMS AND CONFORMING TO THE RWJIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS A MIX SHALL BE USED IN ALL DEPRESSED CURBS FOR DRIVE WAY SECTIONS. IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS B" P 8-04.4 MEASUREMENT (xDP,EMENTAL SECTION) C THE EXTRA DEPTH OF CURB AND GUTTER, AND 1NE }DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN ON THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE. B-07 PRECAST iAAFFIC CUB AND eLOCK TRAFFIC CL• DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB r THE DESIGN AND :YPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PUNS OR AS DIRECTOR BY THE ENGINEER. 8-07.5 PAYMENT (REPLACEMENT SECTIO.1 PAYMENT SWILL BE MADE BY THE FOLLOWING: (1) "Precast Traffic Curb, Type A" per lin. ft. (2) "Precast Traffic Curb, Type C" per lin, ft. (3) "Block Traffic Curb, Type A" per lin. ft. (4) "Block Traffic Curb, Type C^ per lin. ft. 0-08 PLALSTIL TRAFFIC BUTTONS L-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL WHITE OR Yt LLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON fHE '.ANS, OR WHERE DIRECTED BY THE ENGINEER. 8 08.2 MATERIALS (SUPPLEMENTAL SECTION THE PLASTIC TRAF"IC BUTTONS SHALL CONFORM TO APPLICABLE ' OVISIONS OF SECTIONS 8-08 and 9-20. w 8-08.3 M:STRUCTION REWIR9ENTS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BLFTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING: w 1. PlacIN Tack Coat of Hot Paving Asphalt an Pavement Surface and firmly pressing the button onto it. r Supplemental Specifications (Rey 02./09/87) Page 41 wr 8-20.3(4) CONTINUED INSTALLED THEREON. ALL EXCESS MATERIALS ARE TO BE REHM FROM THE FOUNDATION CONSfRUCTION Si Tt AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. CONCRETE SMALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETF THE CONTRACTOR SHALL BLOCK-OUT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATE) BASE SO THAT THE CONCRETE MILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FONDATIONS DOLL BE TROWELED, B-20.3(4) CONTINUED BRUSHED, EDGED AND FINISED IN A KIRKUNSHIP-LIKE MANNER. CONCRETE SHALL BE PROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CONDUIT AFTER PLACEMENT. FOUDATION SHALL ALL BE CL.SS "B" CONCRETE. AFTER A CURING PERIOD OF TWO NEOCs, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE DINEENSIONS Street Light Pole 4' Deep x 3' Sq. or Dia. Signal Pole 7' Deep x 3' Sq. or Dia. , Signal Controller See Detail Sheet Street Light Control Cabinet See Detail Sheet Special Base See Detail Sheet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: 1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS 4 PART OF THIS PROJECT, THE TUP OF THE FOUNDATION SMALL BE WROE HlUSH WITH TIE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL SHEET; 2) WHEPE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS L SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) f ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING OR THE PLANS OR AS LOCATED BY THE r- ENGINEER IN THE FIELD. B-20.3(5) CONDUIT (REPLACEMENT SECTION) THE CONTRACTOR STALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PANS. CONDUIT SIZE SHALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON r" PLANS. 1Nr CONDUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW: pp�� 1 I) SCHEDULE 40 HEAVY WALL P.V.C. CONFOMING TO ASTM STANDARDS SMALL BE USED WHENEVER THE L" CONDUIT IS TO OF PLACED OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 60 FXSHA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS 9 LL BE USED WHEN THE CONDUIT IS TO BE RACED WITHIN THE ROADWAY AREA. ALL JOINTS BALL BE MADE WITH STRICT COMPLIANCE TO THE MANUFACTURER'S RECOMMENDATIONS REGARDING CEMENT USED AND ENVIRONMENTAL CUNDITIONS. 8-20.3(G) JLNCTION BOXES MREPLA"-- SECTION) THE CONTRACTOR SMALL PROVIDE AND .,:FALL ,UNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS -- SPECIFIED IN THE PLANS AND AS PER DETAIL SHEETS. Supplementa`. Specifications y (Rev 02/09'37) Page 44 �M. 8-24.3(4) CONTINUED IONI'" APPROVED BY THE ENGINEER. "ING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND 4 VEHICULAR, SHALL 7E EXCLUDED. VEHICULAR TRAFFIC 94ALL BE EXD-UED FOR SUCH ADDITIONAL TINE AS THE ENGINEER MAY DIRECT. 8-15 RIPRAP Ell 8-15.4 MEA$IREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: HAND PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACE PARAGRAPH 3 WITH: FILTER tLANKET WILL BE MEASUED BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED. 8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) PARAGRAPI 1 REPLACE ITEMS 3 AND 7 WITH: 3. "Hand Placed Rip Rap", per Ton 7. "Filter Blanket" Per Ton REPLACE PARAGRAPH 3 WITH: THE UNIT CONTRACT PRICE PEP TON 70R "FILTER BLANKET' SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. l.. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL r 8-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SUP'LY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF TW , APO SPECIFICATIONS. TRENCHING FOR CQDU[T RUMS SMALL BE DONE IN A NEAT WINNER WITH THE TRENCH BOTTOM ORADFD TO PROVIDE A UNIFORM GRADE. HO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMI?CD B'' THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AWX.TND AND OVER THIS CONDUIT SYSTEM SAL' BE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TD A DEPTH OF SIX INCHES ABOVE THE CONDUIT. TRENCH WITHIN THE ROADWAv AREA SHALL USE SELECT TRENCH BACKFILL AND SHALL CONSIST OF MATERIAL AS AND INDICATED IN THE SPECIAL PROVISIONS A SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL. SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE '4ATERIALS FROM THE EXCAVATION AND STALL BE CONSIDERED A NECESSARY PART OF i.D INCIDENTAL TO THE "CAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES TH, RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COMPLETION OF THIS PROJECT. THE MINIMUM WIDTH FOR THE TRENCH NEEDED HILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER. 8-20.3 4' FOUDATIONS - CONCRETE (REPLACEMENT SECTION) r. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUDAIIONS FOR AND TO THE DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS BALL :,ATGM THAT OF -HE DEVICE TO BE Supplemental Specifications by 02/09/87) Page 43 8-20.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) THE HH• ` HOLE SHALL BE LOCATED AT 90 DEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GPILWING LUG OR NUT SHALL BE PFOVIDED IN THE HMO HOLE FRAME OR INSIDE THE HAND HOLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A J*M BONDING STRAP. ALL POLES AND DAVIT ARMS SMALL BE DESIGNED TO SUPPORT A LLMINAIRE WEIGHT OF 50 LOS. OR MORE AND TO WITHLSTAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MINIMUM SAFZTY FACTOR OF 4.38 P.S.I. 01 YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSURE. DAVIT ARMS THE DAVIT STYLE ARM SHALL INCORPOH.:.TE A 5'9" RADIUS BEND AS MEASURED FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SMALL BE NEARLY HORIZONTAL TO +2* ABOVE HORIZONTAL AND SHALL BE FUN29tM WITH A 2" DIAMETER SLIPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE LUINAIRE SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP OF THE SHAFT PRODUCING A FLUSH JOINT WITH AN EVEN PPOFILE. ANCHOR BASE A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, bAAPE MD SIZE SMALL BE SECURED TO THE LOWER END OF THE SHHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SAfT AT liS YIELD POINT. THE BASE SHALL BE ^ROVIDED WITH FOUR SLOTTED OR ROUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE. ANCHOR BOLTS FOUFM HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEXNUTS AND TWO WASHERS, SHALL BE FURNIS£D WITH THE POLE. EACH ANCHM BOLT SHALL HAVE A 4" "L" BEND AT THE MOM END AND BE THAEADEO AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS SHALL BE HOT -1 GALVANIZED. THE ANCHOR BOLTS SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATIQ. SHALL BE STAINLESS STEEL. L.D. (ICENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-DIGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIDUAL LUMINAIRE OR SIGNAL POLE WITH LUAIMAIR. THE LETTER AM_ NUMBERS COMBINATION SHALL BE MOUNTED AT THE 15 FONT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS SHALL BE SEALED WITH TRANSPARENT FILM, RESISTANT TO OUST, WEATHER AND ULTRAVIOLET EXPOSURE. THE DECAL MARKERS S„RLL BE 3 INCH SQUARE WITH GOTHIC G'-D, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND. THE I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END OF ?RF CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. COST FOt THE DECALS SHALL BE CONSIDERED INCIDENTAL TO -HE CONTRACT BID. ^- LIGHT STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. THE POLE SHAFT SHALL BE PROVIDED WITH A 4" z 6" FLUSH HAD HOLE NEAR THE BASE AND A MATCHING METAL COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS. ALL TENONS SHALL BE FACTORY INSTALLED AHD ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. AL'_ SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS, Supplemental SPecificetiona (Rev 02/09/87) Page 46 tnr B-20.3(6) CONTINUED THE INSCRIPTION ON THE COVFRS OF ALL JUNCTION BOXES SHAD BE AS INDICATED BELOW; 1) STREET LIGHTING ONLY: "LIGHTING" h 2) SIGNHAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET LIGHTING: "TS-LT" 4) TELEMETRY ONLY: "TELEMETRY" CINSCRIPTIGP"S ON JUNCTION BOXES PERFORMING THE SAME FUNCTION, I.E. 5 REET LIGHTING, TRAFFIC SIGNHAL, OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT. .ALL JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN f"E STANDARD PLANS NO DETAIL SHEETS. w THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN a" OR "OESI(NI C" JUNCTION BOX SHALL BE FULL j CCOMPENSATION FOR FURNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACKFILLINC AND COIPACGION ALL IN klX*0ACE WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS. 8-20.3(9) GROUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE IYI• CABINETS SHALL BE GROUNDED TO A COPPER CLAD SOLID METALLIC GPOUND ROD 5/8" IN DIAMETER x 8'0" IN LENGTH COMPLETE WITH A 16 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GRQAO RODS AGE CONSIOERLD MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR MOLICTOS. 8-20.3(10) SERVICE (REPLACEMENT SECTION) TWEE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: .- 1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE. 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE 1I, SYSTEM SHALL BE SINGLE PHASE 2,0 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTEM SHALL BE SINGLE PHASE 1201240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING CONTACTOR/TRAFFIC SIGAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIRCUIT BALL BE STRANDED COPPFIH, THW GRADE WITH 600 VOLT INSL.ATIO JF THE SIZE NOTED ON THE PLANS AND WIPING SCHEOULE. SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION BOXES AND THE SPLICE KIT SHALL CONSIST OF A PRESSURE TYPE nFVIGE WHERE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED BY CRIMPING O2 BY A COMPRESSION BO NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT ONUS BEEN INSTALLED, ALL EXPOSED JRFACES OF WIRE AND KIT SMALL BE PLACED IN A CLEAR PLASTIC FORM AND FILLED WITH EPDXY TO FOAM A WATER-TIGHT SEAL. MATERIAL USED "A THE SPLICE KIT SHALL BE COPATIBLE WITH THE WIRE MATERIAL. -WO QUICK DISCONNECT KITS, S.E.L. OR EQUAL, SHALL BE FURNISHED i AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS » 94-L BE CMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSULATION. THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE C'ONNF�TORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL Supplemental Specifications (Rev 02.'89/87) Page 45 r B-20.4 CONTINUED MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE WIT PER EACH, COMPLETE IN RACE. B-20.5 PAYMENT (REPLACEMENT SECTION) PAYMENT WILL BE MADE UNDER: 1) "TRENCH AND BACWFILL, WIDE,__DEEP", per Linear Foot. 2) "SELECT TRENCH BACKFILL", Per Ton. THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL- COMPENSATION FOR EXCAVATING, LOADING, MAULING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR BACKFILLING AND TAMPING BACwFILL MITERS' 40 FOR THE RESTORATION OF THE TP.5" AS SHOWN ON THE PLANS OR AS DIRECTED IF THE ENGINEER ALI IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. �- 3) "_FOUNDATION- PER EACH 4) "CONDUIT, P.V.C., SCHEDULE 40, Per Lin. Ft. 5) "CONDUIT , P.V.C., SCHEDULE 80, " Per Lin. Ft. 6) "DESIGN _ JUNCTION BOX", PER EACH. 7) "STREET LIGHT STANDARD ", PER EACH. 8) -SIGNAL STANDARD, TYPE_" PER EACH 9) "DETECTION LOOP RETURN CARTE, 2/C" SHO." PER LINEAL FOOT 10) "SHIELDED PRE- EM'TION CABLE, 3/C SHO" PER LIN. FT. 11) "SHIELDED INTERCONNECT ABLE,_PR" PER LIN. FT. 12) •TRAFFIC SIGNAL WIRE" PER LUMP SUM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL FOOT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LLW SUM ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND INSIALLINO THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY AND/OR INCIUENTAL TO THE INSTALLATION 0.5 PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. 8-22 PAJE?EtT NARKINGS 8-22.1 DESCRIPTION (PARTIAL REPLACL ENT SECTION) SKIP CENTER STRIPE - DELETE AND REPLACE WITH: A BROKEN YELLOW LINE 4 INCHES WIDE. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25-FOOT WIT CONSISTING OF A 10-FOOT LINE AND 15 FOOT GAP. SKIP CFNTER STRIPE IS USED AS CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: ~ TWO SOLIU YELLOW LINES, EACH 4 INCHES WIDE, SEPARATEU BY A 4 INCH SPACE. DOUBLE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AND FOR CMINELIZATION. EDGE STRIPE - DELETE GORE STRIPE - DEL ET` AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH LANES, FOR TRAFFIC ISLANDS AND CROSS MASIH MONKS LANE STRIPE - DELETE AND REPLACE WITH: A BROKEN WHITE LINE, 4 INCHES WIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME DIRECTION. THE BROKEN OR "SKIP" PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 " FOOT LINE AN) 15 FOOT GAP. Supplements "Ications (Rcv 02/0. �: 48 M 8-20.3(13)A CONTINUED THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT HAS SEEN INSTALLED THEREON. AFTER THE POLE I5 PLUMBED THE 5 ACE BETWEEN THE CONCRETE FOUNDATION AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWL.EO TO A S DOTH FINISH COFGRMING TO THE N^ WNrOR OF THE POLE BASE PLATE. DRY PACK MORTAR GROUT SHALL CONSIST OF A 1:3 MIXTURE G'F PORTLAD CEMENT AND FINE SAND WITH JUST DID" WATER SO THAT THE MIXTURE WILL STICK TOGETHER ON BEING MOULDED INTO A BALL BY HAND, AND WILL NOT EXUDE MOISTUR WHEN 50 PRESSED. A ONE HALF INCH DRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE GROUT PAO AS SHOWN GN THE STANDARD DETAIL. B-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) ALL SIGNAL CONDUCTORS SHALL BE STRANDED fS)PPEA AND SHALL HAVE 600 VOLT TH INSULATION AND BE OF THE SIRES NOTED ON THE PLANS. ALL KtTI-..CONDUCTORS USES FOR THE SIGNAL SYSTEM SPILL CONFORM TO DIVISION 9-29.3 AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM. ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SODERLESS TERMINAL. C94ECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN DPcN END SOLDERED TERMINAL CONNECTOR- ALL TERMINALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE OF CONEXTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO MAKE A HEAT, CLEAN .APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE ATTAORED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. 8-20.3(14)0 TEST FOR INDUCTION LOGES AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL FURNISH THE ENGINEER WITH A COPY OF THE R�_,JLTS. 8-20.1(14)E SIGNAL STADARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFT^ GNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND ..k SPECIFICATIONS. ALL POLE DIMENSIONS AD ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION. ALL ENTRANCES REQUIRED FOR POLEMMOUNTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC. SHALL BE FIELD DRILLED. 8-20.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND BACKFILL WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON. MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP S K. N` MEASUREMENT FOR FO.FDATIONS - CONCRETE, wILL BE BY THE UNIT FOR EAO3i TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE 'NIT -OR EACH TYPE SPECIFIED, COMPLETE IN RACE. SuTMp_ 4 ac'flcations ` (RE': C'_i ) Page 47 8-22.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE L04DER: 1. "PAINTED 8" WIDE SOLID STRIPE" PER LINEAR FOOT 2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT 3. "PAINTED _" WIDE BARRIER STRIPE" PER LINEAR FOOT ♦. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT 5. "PAINTED _" WIDE STOP BAR" PER LINEAR FOOT 6. "PAINTED TRAFFIC ARROW" PER EACH 7. "PAINTED TRAFFIC LEGEND _", PER EACH 8. "PLASTIC 12" WIDE CROSSWALK" PER LINEAR FOOT 9. "PLASTIC _" WIDE STOP 8AR" PER LINEAR FOOT 10. "PLASTIC TRAFFIC ARRow" PER EACH 11. "?LASTIC TRAFFIC LEGEND " PER EACH 12. "REMOVAL OF PAINT LINE _" WIDE" PER LIN. FT. 13. "REMOVAL OF PLASTIC LINE _" WIDE" PER LIN. FT. r r L. r V L t" Supplemental Specifications (Rc+ 02/09/87) Page 50 _ 8-22.1 CONTINUED i NO PASS STRIPE - DELETE REVERSIBLE LANE STRIPE - DELETE ( . TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4 p, INCH SPACE. THE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 I FOOT LINE AND A 15 FOOT SPACE (SEE DETAIL SUM). t BARRIER STRIPE - DELETE AN) REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INDES WIDE. Ir CROSSWALK STRIPE - DELETE AND REPLACE WITH: J SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 6 111L FOOT SPAS IN BETWEEN THE LINES. STOP BAR - DELETE AND REPLAN WITH: L A SOLID WHITE LINE, IN WIDTHS OF 12, 1B AND 24 INCHES. THE WIDTH STALL BE INDICATED ON THE CONTRACT PLANS. C TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID WHITE MARKING CONFORMING TO CONTRACT PLANS AND DETAIL SHEETS. ... TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: LA WHITE MARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET. "YCLE DETECTOR SYMBOL - DELETE T^ �i... 8-22.3(5) TOLERANCES rOR LINE STRIPES (REPLACEMENT SECTION) ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS: LENGTH OF STRIPE - THE LONGITUDINAL ACCLMLATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED PuJS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR MINUS 1/4 INCH. 8-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTION) WHERE S".JWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. 8-22.4 MEASUREMENT (REPLACEMENT SECTION) MEASUKEWNT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE. 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. WEASU'.EMENT FOR ALL ITEMS �. SHALL BE COMPLETE IN PLACE. MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF "_^ WIDE LINE r Supplemental Specifications (Rev 02/09/87) Page 49 �1f 9-03.12(3) CONTINUED ADD: WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUM, PROCE.tM OR NATURALLY OCCURRING GRANJLW- MATERIAL MEETING THE REQUIREMENTS LISTED ABDVE CAN BE U SW ..' '= P.Aj MWILL FOR PIPE REDOING. 9-03.14 GRAVEL BORROW (REPLACEMENT SECTION) GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING -0 THE REQUIREMENTS f"OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 905 DRAINAGE STPIXTURES, CULVERTS NO CDMOUITS 9-05.1 GRAIN PIPE (PARTIAL REPLACtMEW SECTION) DELETE: ALL REFERENCE TO AN ALUMI14I4 COATED (ALMINIZED) CORFLIGATED IRON OR STEEL DRAIN PIPE FROM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) " DELETE SENTENCE 2 PARAGRAPH 1 9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) i- REPLACE: "TREATMENT 5" WITH "TREATMENT 1" 9-05.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) ti- DELETE: "except that protective coating shall he Treatment 5". A•" 9-05.12--PVC PIPE (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH I ADO: THE MAXIMUM LENGTH OF PVC PTPE SECTIONS USED SHALL BE 12 FEET. 9-05.1; DUr.TILZ IRON SEWER PIPE (PARTIAL REPLACEMENT SECT'ON) {^ DELETE PARAGRAPH 1 f 9-29 ILLUMINATION, SIGNALS, ELEC1RICAL 9-29.1 COMOLI:T (RF , EMENT SECTION) THE CONDUIT P.V.C. - NON-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AND ASTM STANDARDS. THE CONDUIT SHALL BE rF THE TWO TYPES INDICATED BELOW: (1) S(3M::OULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. (2) SLNEOULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. r Supplemental SpeCificatlr (Rev 02/09/87) Page 57 DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.10 AGGREGATE FUR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE SHALL 'HE MAXIMUM SIZE EXCEED EIGHT (8) INCHES. REPLACE PARAGRAPH 3 WITH: GRAVEL BASE SHALL MEET THE FOLLOWING REQUIREMENTS F,1R GRADING AND QUALITY WHEN PACED IN WAILING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AND PLACEMENT INTO A TEMPORARY STOCKPILE. THE EXACT POINT OF ACCEPTANCE MILL BE DETERMINED BY THE ENGINEER. GRAVEL BASE GRAVEL BASE CLASS A CLASS B M % PASSING 1/4" SIEVE 25% MIN. 25% MIN. 73% MAX. 75% MAX. % PASSING U.S. NO. 200 51 MAX. 10% MAX. SIEVE (MET SIEVING) (DUST RATIO): % PASSING #200 2/3 MAX. 2/3 MAX. % PASSING #40 SAND EQUIVALENT 50 MIN. 30 MIN. _. 9-03.12(1)A CLASS A (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUDATION, CLASS A, SHALL CONSIST OF CRIIS;ED MATERIAL AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST. 7W6 CLASS B (REPLACEMENT SECTION) - IZk-ILL FOR FOUNDATIONS, CLASS B, IS NOT AN ACCEPTABLE SIESTTTUTION FOR GRAVEL BACKFILL FOR ILO IS, CLASS UNLESS APPROVED IN WRITING BY THE ENGINEER. it APPROVED THE GRAVEL BACKFILL �I.J� kIDATION, CLA B, SMALL CONFORM TO THE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9.03.10 ,k;GHtWTE FOR GRAVE BASE, CLASS A. 9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION) ... REPLACE SENTENCE 1, PARAGRAPH 1 WITH: GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF R41JRALLY OCCURRING PEA GRAVEL CONFORMING TO TK7 FO-LON ING: PASSING 3/4" SQUARE SIEVE 100% PASSING 318" SQUARE SIEVE 70-100 PASSING 14 SEIVE 55-100 PASSING ►10 SEIVE 35-95 PASSING i20 SEIVE 20-80 PASSING #40 SEIVE 10-55 r PASSING #100 SEIVE 0-1.0 PASSING #200 SEIVE 0-3 SAND EQUIYALFNf 35 MINIMUM V Supplemental Specifications (Rev 02/09/87) Page 51 r Roth Ave. S: S.124 - S. 134th Steel Main 3�" ep acement 9-29.3 CONTINUED INSTALLATION OF ALL MIRING SHALL CONFORM TO AF+'LICA9_E PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SMALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRIC4L CODUCTORS SMALL BE APPROVED STRMDED COPPER CONFORMING TO APPLICABLE PORTIr.%S OF ASTM STANDARDS. INSULATION SHALL. BE 600 VC.T PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE USED WHERE EXPOSED TO SUNLIGHT. THE GRADE INSULATION OF CODE THICKNESS SHALL BE USED. (2) MLTI-CONDUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE RATED TO OPERATE ON 600 VOLTS. INOIVIDUk. CONDUCTORS SHALL BE STRANDED COPPER, 94ALL BE INS1ULATED WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COeOUD, OR APPROVED EQUAL, AND SHALL BE COLOR COOED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INS.L.ATIOH SHALL CONFORM 70 APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AWG Nom. Strands _CIRCUIT Phase Gauge Gauge Conductor Color Stripe Signal heads.... A 14 19/27 Red, Yellow, Green None A. 14 19/,-7 Red, Yellow, Green white-White B 14 19/27 Red, Yellow, Green Black B' 14 19/27 Red, Yellow, Green lack-Black C 14 19/27 Red, Yellow, Green White Signa4 .......... Com. 12 19/25 White None Control......... Com. 12 19/25 White Black or Green _ Detector........ A,B,C 12 19/25 Black None l Dom, 12 19/25 white None spare........... .... 14 19/27 Red, Yellow, Green Blue Flashers........ .... 12 19/25 Black None Service......... .... 10 19/23 Black None Alternate..... .... 12 19/25 Black None Neutrals (not listed).. .... 10 19/23 white None Alternate..... .... 12 19/25 white or Green None Multi-conductor cable shall be assembled as per the following typical illustrations: �. a) 2 Conductor -- 2 No. 12 AWG, 19/25 strand, consisting Of a black and white conductor. b) 5 Conductor -- 1 No. 12 AVG, white; 1 No. 12 AMC, white with green or black stripe; and 3 No. 14's consisting of Phase A. c) B Conductor — 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. 14's consisting of Phase A and B. A d) 11 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG white with green or black stripe; and 9 No. 12's consisting of Phase A. B and C e) 20 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; and 18 No. 14's consisting of Phase A, A', B, B', C and Spare. -' MIRING WILL BE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SMALL BE USED. WITH THE EXCCEPTION OF TYPE xHHW INSULATION, THE MINIMM INSUATION THICKNESS FOR ANY ELECTRICAL ` CONDUCTOR SHALL BE 3/64 INCH kU THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO Supplemental Specifications (Rev 02/09/87) Page 54 h 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) �- JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN PLACE AHD STEEL COVER PLATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SETS. THE INSCRIPTIONS ON THE COVERS OF THE .RINCTION BOXES SHALL BE AS F',LLOWS7 (1) SIGNAL ONLY: "SIGNALS" (2) STREET LIGHTING ONLY: "LIGHTING" (3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: "TS-LT" THE ABOVE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES, 9-29.3 CONDUCTORS, CABLE (REPLACEMENT SECTION) ALL SIGNAL CONDUCTORS AS INDICATED ON THE PLANS SHALL RE STRANDED COPPER AND SHALL EMPLOY 600 VOLT t„ TM INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND 9ALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING DIAGRAM. THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL COMNICATIONS CABLE. THIS CABLE SMALL BE BELDEN, BELOFOIL 6720, of EQUAL, WITH #14 AWG CONDUCTORS STRANDED (19 x 27). THE CABLE SHALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINNED COPPER DRAIN WIRE AND A CHROME VINYL JACKET. THE 31C SHIELDED PRE- EMPTION DETECTOR CABLE SMALL BE 3-M #138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT 70 THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED. CTHE SHIELDED COMUNICATIONS/SIGNAL INTERCONNECT CABLE SHALL MEET THE FOLLOWING: 1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AWG. 2, INSULATION: SOLID, VIRGIN HIGH DENSITY P(N_YETHYLENE OR POLYPROPYLENE,WITH TELEPHONE INDUSTRY COLOR CODING. 3. CABLE CORE ASSEMBLY: INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LA",S (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. 4. SHIELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) .008" THICK CORRUGATED ALUMINUM TAPE.. SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORR"TED TAPE APPLIED IN THE SAME MANNER 15 ACCEPTABLE. 5. OUTER JACKET: A BLACK LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPCXDED TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE DURING INSTALLATION) Ic EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING, 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACKET. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACK-, IS FLOODED WITH PETROLEUM-POLYETHYLENE ' 61 FILLING C(UPOUD INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD. 4 EACH WIRE SHALL BE NUMBERED AT EACH TERMINAL END WITH A WRAP-AROUND TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULE ATTACHED M THESE SPECIAL PROVISIONS. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSS AND FITTINGS SO AS TO M„ COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS 94OWN ON THE PLANS. ALL MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SWILL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. r ( , Supplemental Specl'ications (Rey 02/09/87) Page 53 r 9-29.9 CONTINUED EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED 8I?£NYLS (P,C.B.) AS DIELECTRIC, COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL FH.ECTRICAL DATA. 9.29.10 LUMINAIRES (REPLACEMENT SECTION) ALL LUMINAIRES SHALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES SMALL HAVE A CAST-ALUMINUM HOUSING PROVIDING FOR A SLIP-FITTER TYPE MOUNTING AND CAPABLE % ADAPTING TO A _'-INCH DIAMETER PIPE TENON. '^ LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH A4 OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS AND A CLEAR FLAT LEIS FOR RESIDENTIAL ROADWAY APPLICATIONS. U.., THE LUXINAIRE SHALL INCLUDE THE POWER DOOR FEATURE. 1 THE UIMINAIRE SHALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A G4510=T OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE LAMP SOCKET AND THE REFLECTOR. THE MANUFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUMINAIRE. EACH LL14INAIRE SHALL HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SHALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE OOLD IN COLOR WITH ti LAND WATTAGES INDICATED BY THE FOLLOWING NU4ERICAL LEGEND: 7 FOR 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FAR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS X1 FOR 1.090 WATT ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LL14INAIRE FRAME WITH STAINLESS STEEL MONTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE WEATHER-TIGHT. 9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) ULESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION) PHOTOELECTRIC CONTROLS SHALL BE PLUG-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 HZ. THE PHOTO- CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES - C TO +70 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LWINAIRE. IN A CONTACTOR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE U.LMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL BALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT LOAD "ON" AS MIN. SUPplemental Specifications (Rev 02/09/87) Page 56 r lw 9-29.3 CONTINUED { THE THICKNESS OF THAT INSULATION IMEDIATELY AROUND ANY CONDUCTOR AND EXCLUDING ANY 94EATH OR (y JACKET THICKNESS. INDICTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE INDICATED ON THE PLANS UR AS DIRECTED BY THE ENGINEER. THE MIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.M.G., TYPE USE, RHH OR n W INSULATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE, FITTINGS - DELETE WWW 9-29.5 POLE LINE HARDWARE - DELETE 9-29.6 LI(M STANDARDS (REPLACEMENT SECTION) (� LIGHT STANDARDS 94ALL BE SPUN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, 65 SPECIFIED IN lYi THE TECHNICAL PROVISIONS MD AS OUTLINED HEREIN. 9-29.6(3) TIMBER LIGHT STANDARDS, TIMBER STRAIN POLES, TIME-R SERVICE SUPPORTS - DELETE �+ 9-29.7 LUNINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACE4ENT SECTION) C ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE WATERPROOF, „DICK DISCONNECT TYPE, S.r.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE WATERPRGOF IN LINE FUSE PROTECTION. ALL CONNECTIONS SHALL BE MADE WITH COMPRLSSION FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT. THE FUSES SHALL BE LOCATED INSIDE THE WAND HOLE AT TNT. BASE OF THE POLE. FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. �- 2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMA-ELY ONE HOUR, 3. A LG4D OF 200% OF RATED LOAD WILL EFFELTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE, 4. F,N,ES SHALL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE FUSE CONTAINERS f"t FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS THEREFOR: LUNINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 W10A 250 W10A 200 W10A 175 W10A 150 W10A 100 W10A 5. FUSES SHALL BE UL LISTED ff V 9-29.8 MAST ARMS, CROSS ARMS AM TIE ROD - DELETE 9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION) r BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAPS SHALL BE DESIGED TO PROPERLY OPERATE 100 WATT 554, 150 WATT 555, 200 MATT 566, 250 WATT 550, 400 MATT 551. BALLASTS FOR H.P. SODIUM VAPOR LAMPS SHALL BE AN INTERNAL 240-VOLT REGULATJR-TYPE (KIGH RIMER FACTOR). THE BALLAST SHALL BE PRE-WIRED TO THE LAMP SOCKET AND TERMINAL BOARD. THE BALLAST SHALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL d„ Supplemental Specifications (Rev 02/09/87) Page 55 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) A CORNELL-MOILER RADIO INTERFERENCE FILTER HF 10801-1 30 AMPS OR EQUIVALENT SHALL 2E USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SUPPLIES SWILL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FOLLY-ACTUATED, VOLUME-DENSITY OPERATION SAL- BE PROVIDED IN ACCORDANCE WITH NEMA STANDARDS. THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THS TIMING FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AHD ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED MODE. STANDBY OPEMTION SHALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION STALL NOT CALL UP A STARTING YELLOW. 9-29.13(7)A ENVIRONMENTAL PERFORMANCE AND TEST STANDARDS FOR SOLIO1-STATE TRAFFIC CONTROLLERS REPLACEMENT SECTION) - THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AND CABINET SHALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING AM CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION SHALL BE AT THE CITY OF RENTON SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SDP WILL MAKE SPACE AVAILABLE Tn THE CONTRACTOR t7OR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN .._ DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING PROPERLY SHALL NOT REL.FUE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED. 9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCHES THERE SHALL BE A MA:N POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TJR ED OFF. THERE 94ALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHINi OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SNITCHING DEVICES. STOP TIME BYPASS SWITCH '- THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE INTERSECTION 1S PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR, THE CONTROLLER SHALL IMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMWAIMC, IN FLASHING OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AD PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRING RETURN) DETECTOR TEST SWITCH. L- 0EN OEPRESSFO, THE SWITCH BALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE. Supplemental Specifications (Rev O2/O9/37) Page 58 C9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION) ALL SPLICES AND TAPS 94ALL BE MADE .SINC SOLDERLESS CRIMP CONNECTOR$ ON UNDERGROUND CIRCUITS TO SECURELY JOIN THE MIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGINT SEAL. ALL MATERIAL USED IN THE SPLICE KIT r" GALL BE COMPATIBLE WITH THE WIRE MO ITS INSULATION AS USED IN THE LIGHTING SYSTEM. M 14• 9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) THE UNIT SALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND SHALL USE THE POWER LINE FREQL04CY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER 94ALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANlFA';TUtERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS. COMPONENTS RICH AS RESISTORS, CAPACITORS, DIODES MD TRANSISTORS 94ALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TEC]NIQUIES. INTEGRATED CIRCUITS SHAL'. BE MOUNTED IN SOCKETS AND SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "OFF THE SHELF" ITEMS. THE TRAFFIC SIGNAL CONSROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MUL.TISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER 94ALL BE CAPAOLE OF BOTH ON-LINE OPERATION (CONTROL BY THE MU.TISONIC Lr MASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE. SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPS, IN CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MUL.TISONIC WASTER) THE CONTROLLER SHALL BE CAPABLE 11r OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED MODE WITH VGL.L14E DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING 94ALL BE ACCOPLISHED AT THE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH UNIT SALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LUADS UP TO 1000 WA--S PER CIRCUIT j, ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. r 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) r EMERGENCY VEHICLE PE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE WITS OR AS MODULES THAT PLUG . DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. SHE PRE-EMPTIW SYSTEM OPERATION SHALL BE COPATIBLE WITH THE 3M COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY tHE SAME TRANSMITTERS. WHEN A PRE-E)PTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PARSE SELECTOR BALL HOLD THE CONTROLLER IN THE PRASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE. WHEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SALL MDT RESPOND TO ANY OTHER DETECTOR UNTTL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS %ALL INDICATE POWER ON, SIGNAL BEING RECEIVED, CHANNEL CALLED. SWITCHES FALL CONTROL SYSTEM POWER AND SIMLATE DETECTOR .. CALLS FOR EACH PHASE. 9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION) ". THE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL NAVE FOUR COMPLETE SETS OF SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SU-ASSEMBLIES. SWplamental SpedTicatl ms (Rev 02/09/87) Page `/ r 9-29.13(7)0 CONTINUED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. O. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DURABLE ALUMINUM OR HAM ERTONE CRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. c. BOTH DOORS (MAIN AND POLICE PAWL) SALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE CASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE 9-29.16 VEHICULAR SIGNAL HEADS (REPLACEMENT SECTION) VEHICULAR SIGNAL HEADS SHALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICLLM SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTICAL MOUNTING. LENS SMALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. REFLECTORS SHALL BE ALZAC. EACH SIGNA!_ HEAD STALL HAVE A 1/4 INCH DRAIN HOLE IN ITS BASE. VEHICLE SIGNAL HEADS SWILL BE CAST ALUMINUM. ALL SIGNAL HEADS SHALL INCLUDE A BACK PLATE 5 INCH S4UARE CUT BORDER. SIGNAL HEADS, INCLUDING -. OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINI9ED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-MR.IED FLAT BLACK EWM£L. M1OLNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MOUNTING HARDWARE WILL BE OF THE TOP-MOUNT F!,N6IZER TYPE AS SHOWN ON THE STANDARD PUNS. POSITION OF THE SIGNAL HEADS SHALL BE LOCA'.-D AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES. SIGNAL HEADS BALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED INDICATORS LIE IN THE SAME PLANE AND SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD SHALL NOT BE LSS THAN 16 FET 6 INCHES NOR MORE THAN 17 FEET 6 INCHES ABOVE THE GRADE AT THE CENTER OF THE ROADWAY. ALL BOLTS SHALL BE STAINLESS STEEL. 9-29.16(2)A OPTICAL LNITS (REPLACEMENT SECTION) THE HEAD OPTICAL WITS SHALL CONSIST OF LENS, REFLECTORS, LAW HOLDERS, AND TRAFFIC SIGNAL LAMPS VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET LNDER ALL LIGHT AND ..- TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL ;.AMPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM INITIAL LUMENS, 665 MINIMUM INITIAL LUMENS, 8000 W. RATED LIFE, 2 7/16 INCH LIGHT CENTER LEM:TH, A-21 BULB, MEDIUM BASE, CLEAR IN _ COLOR. TWELVE INCH CONVENTIONAL HEADS SR�LLL BE FURNI9ED WITH 165 WATT TRAFFIC SIGNAL LAWS RATED FOR 00 VOLT OPERATION, 1750 MINIMUM INITIAL LUENS, 8000 HfR RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P-25 BULL, MEDPNM BASE, CLEAR IN COLOR. ALI. BULBS SHALL BE INSTALLED WITH THE FILAMENT OPENING POINTED UP.ALL SIGNAL LENSES SHALL BE OF THE CO^R, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVF AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE THE HCF.IZONTAL. THE LcNS SHALL BE GLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF ToE LENS AND REFLECTOR WEATHERPROOF AND DUST-TILNT. THE REFLECTOR BALL. BE ONE PIECE, ALZEK ALLMNJM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL WIT SHALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SW'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SW MAY SHINE DIRECTLY INTO THE LENS. Supplemental Specifications (Rev O2/09/87) Page 60 .I 9-29.13(7)8 CONTINUED Ir` THE CONVENIENCE OUTLET AND LAMP SOCKET l., A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAP SOCKET SHALL BE FURNISHED IN THE MAIN CABINET. A DOOR SWITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE WIT �- FAIL SAFE WIT 94.L MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN, ANGER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING INDICATIONS SHALL NOT BE LONG ENOUGH TO BE VISIBLE TO MCrORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTING ARRESTER ►r THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT COLD DAMAGE THE CONTROLLER OR ANY OF ITS C0IPO4ENTS. FIELD WIRING TERMINAL THERE SHALL BE A TEM41M AL STRIP FOR FIELJ WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERENT NUMBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NUMBERS SHALL LAhEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE '4E ^^ TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH MINIMUM OF 15 TERMINALS AND A U;HOUND BAR WITH A MINI" OF 6 TERMINALS SHALL BE 'ROVIDED. CONFUTER INTERFACE WIT INTERFACE COHUNICATION DEVICES SHALL BE DESIGNED AS SEPARATE WITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LINE COMPUTER CONTROL OF THE INTERSECTION AND SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING COMMAND INFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MULTISONIC MASTER COMPUTER WIT AND THE INTERCONNECT CABLES. 1 9-29.13(7)D CONTROLLER CABINETS (REPLACEMENT SECTION) EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AND HAVE THE FOLLOWING REQUIREMENTS: 1. CONSTRUCTION SHALL BE OF SHEET STEEL. 2. THE CABINET SHALL CONTAIN SELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL AUIXILIARY EQUIPMENT. 3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HULA THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AND ANY REQUIRED APPURTENANCES. 4. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHALL BE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS OUST, LINT, ETC. THE VENT FAN SHALL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. 5. THE CABINET DOOR SHALL BE PROVIDED WITH THE FOLLOWING: Ia. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED WITH A BEST TYPE LOCK. THE MAIN DOOR SMALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE SHALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO7 OPERATE WHEN PLACED IN THE "OFF" POSITION. A SECOND SWITCH SHALL BE THE AUTO-FLASH SWITCH. WHEN PLACED IN THE "FLASH" POSITION, CONTROLLER POWER SHALL REMAIN ON AND CONTROLLER SHALL STOP Supplemental Specifications (Rev 02/09,87) Page 59 9-29.24'1) PAINTING (REPLACEMENT SECTION) THE FINIS. COAT SHALL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL BE ETCHED BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR GRADE OF WHITE METAL ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT BREAKERS NO CONTACTORS (REP--ACEMENT SECTION) THE ELECTRICAL CIRCUIT MEAKERS AND CONTACTORS BALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL BEETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CABINET: 9-29.24(2) CONTINUED 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS 3. UTILITY PLUG (120 VOLT-20 AMP RATED) C.F.I. TYPE A. LIGHT CONTROL TEST SWITCH (12C VOLI-15 AMP) 5. CONTACTOR RELAY FOR EACH CIRCUIT 6. DOUBLE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT) 7. ONE 120 VOLT, 20 AMP SINGLE POLE BRANCH BREAKER (FOR UTILITY PLUGS) 8. TYPE 3-SINGE PHASE 120/240 VOLT GROUNDED NEUTRAL SERVICE 9. ONE 120 VOLT 40 AMP SINGLE POLE BRANCH BEAKER (SIGNAL SERVICE) 10. COMPLETE PROVISIONS FOR 16 BREAKER POLES 11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVING EXCEPT THE MAIN BREAKER WHICH SCULL ME RED WITH WHITE LETTERING. ALL HOME PLATES SHALL BE ATTACHED BY S.S. SCREWS. 12. METER BASE SECTIONS ARE UNNECESSARY 9-29.25 AMPLIFIER, TRAM°%CRMER AND TERMINAL CABINETS (REPLACEMENT SECTION) THE POLE MOUNTED TERMINAL BOX 94LL BE MADE OF MOLDED FIBERGLASS, BE GREY IN COLOR, BE APPROXIMATELY 16" HIGH x 13-7/8" WIDE x 5-7/8" DEEP AND HAVE A MINIMUM OF 16 TERMINALS C`1 THE TERMINAL BLOCKS. THE BOX BALL BE WEATHER TIGHT, HAVE A SINGE DOOR WITH CTNTINUO)S HINGE ON ONE SIDE AND SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL HARDWAIE WILL BE STAINLESS STEEL. 9-30.14, DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE "CLASS 53 and CLASS 50" WITH "CLASS 52" 9-30.2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL. SECTION CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANDI/AWWA A104/A21.4-85. ALL FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS SMALL BE SPECIFIED AS PUSH-ON JOINT (TYTON), MECHANICAL JIONT(MU), PLAIN END(PE), FLANGED(FL), OR SCREM(S). GASKET MATERIAL FOR FLANGES 94ALL BE NEOPRENE, BONAN, CHLORINATED BUTYL, OR CLOTH- INSERTED RUBBER. RUBBER CASKET JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C111/C21.11-80. FLANGES (THREADED) BALL BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83. r. IF FITTINGS ARE 3 INCHES TO 12 INCES IN DIAMETER AND HAVE MECHANICAL, PUSH-ON, OR PLAIN-END JOINTS, THE FITTINGS SCULL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OF ANSI/AWWA ^- C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE BOTH PUSH-ON (TYTON), OR PLAIN-ENO, OR MECHANICAL JOINTS AND FLANGED JOINTS 94ALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA '15'/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A PUSH-ON (TYTON), PLAIN-END, OR MECHANICAL JCINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53- 84 AND THAT PORTION OF THE FITTING WITH FLARED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C11D/A21.10-82. Supplemental Sped f4cations (Rev 02/09/87) Page 62 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION) f` SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BAJK PATES SHALL BE FINISHED WITH TWO COATS N .. OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED-ENN£L. THE INSIDE OF THE VISORS MO FRONT OF BACK PLATES SHALL BE FINISED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE f" 9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL WADS - DELETE -'' 9-29.16(3)B 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) VEHI^LE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL BEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY AP:IED TRAFFIC SIGNYAL YELLOW BAKED ENAMEL. 9-29.18 VEHIIE DETECTOR (REPLACEMENT SECTION) OETFCTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTI( H OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. IY�M+ 9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION) 1 DECTOR AMPLIFIERRS SHALL BE SARASOTA MODEL 2158 OR DETECTOR SYSTEMS MODEL 810A OR EQUAL. M+ 9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) jay PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE 7NTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAND" (FOR THE DO NOT WALK MODE) IN PORTL.dA. ORANGE ,... AND "MAN" (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL MSIST OF TWO AEG! GAS TUBES ENCLOSED IN A HOUSING KAM OF POLYCARBONATE PLASTIC. THE LENS MATERIAL SMALL BE POLYCAR90NATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK IN COLOR. .� 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION) ALL NEON (RID HEADS SHALL BE EQUIPPED WITH Z-GRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC DESIGNED TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE NODULE SHA..L BE 115 VAC WITH THE "MAD" SYMBOL OPERATING ON A 45 WATT MAX. AND THE "MAW" SYMBOL OPERATING ON A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) THE SIGNAL/STREFT LIGHTINC SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL BEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CONUOTOR TERMINALS SHALL BE C(PPER OR BRASS. THE CABINET SHALL BE FABRICATE') FROM GALVANIZED COLD ROILED SHEET STEEL, WITH 12 GAUGE USED FOR EXTERIOR SURFACES AND 14 GAUGE FOR INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED PIANO TYPE AND ND SCREWS, RIVETS OR BOLTS SHALL BE VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOR SHALL BE FITTED FOR A BEST INTERNAL TYPE LOCK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET. Supplemental Specifications (Rev 02/09/87) Page 61 9-30.2A CONTINUED y• ACCEPTANCE TESTING 1N ACCORDANCE W1N'H SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-64 OR WITH SECTION 10- 4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE ENGINEER TOGETHER WITH A CERTIFICATION, ON F FORM so um BY THE CITY, THAT ALL FITTINGS MEET THESE SPECIFICATIONS PRIOR TO INSTALLING ANY PIPE OR FITTINGS UNDER THIS CONTRACT. i i 9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECTION) f REPLACE PARAGRAPH 1 WITH: I VALVES SMALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, M ELLER COMPANY NO. A2330, KENIEDY, OR MFAM. r APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. I ALL GATE VALVES LESS THAN 12" IN DIAETER SFIALL INCLUDE AN B" x 24" CAST IRON GATE VALVE BOX f•' AND EXTENSIONS, AS REQUIRED. ALL 12" DIAETER AHD LARGER GATE VALVES SWILL BF INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT ANO 1" BYPASS INSTALLATION. 9-30.3E-VALVE MARKER POSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVE MARKER POSTS SWILL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREA. WHERE THE TOP OF THE VALVE BOX MO RE COVERED BY WEEDS, SHRUBS, BARK OR )PER MATERIALS. THE VALVE MARKERS SMALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS. 9-30.5 HYDRANTS (REPLACEMENT SECTION) FIFE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO 810 OPENING. -' 9-3G.5A END CONNECTIONS (REPLACEMENT SECTION) " HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONFECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 9-30.58 HYDRANT DIMENSIONS (PARTIAL ..ZPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: FIRE HYDRANTS SWILL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMIN6 TO AWKA C-504-00 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 INCH HOSE NOZZLES WITH 0TIONAL STANDARD 7 - 1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 5 THREADS PER INCH, 60 DEGREES V. THREADS, J.O. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4" hwTAGQN OPERATING MIT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). w r r SNpplemental Specifications �+ (Rev 02/09/87) Page 63 r I 1 e i r l SPECIAL PROVISIONS w, r d r V 0 V a i, f 1 , a CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 SPECIAL PROVISIONS 1-05 CONTROL OF WORK 1-05.5(2) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION) Construction staking and as built notes shall be supplied by the contractors + surveyor as provided in the supplemental specifications, and paid for as � . "Construction Staking and As-Built Notes and Drawings, Per Lump Sum." f" 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) + Private property such as plants, shrubs, trees, fences, and rockeries within the public right-of-way or Easements shall be removed and restored to the satisfaction of the property owner. It shall be the contractors responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the contractors progress, and to remove those improvements to locations requested by the property owner or to restore them in their original location in as near original condition as possible. All +.. lawn within the area to be disturbed by the contractors operations shall be cut with a sod cutting machine. removed and stored until the trench is backfilled and compacted and than replaced. While stored the lawn shall be $ protected and kept watered. After replacement the disturbed lawn areas shall be watered a minimum of four (4) times a week for three weeks. The watering shalt be of such duration as to soak the replaced sods thoroughly and promote good root growth. Such removal and restoration shall be considered incidental to the bid item :d F "Remove and replace lawn and landscaping," per Trench Fcot and no further r„ compensation will be made. w 7-11 PIPE INSTALLATION FOR WATERMAINS 7-11.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMENTAL SECTION) .. All connections to existing mains shall be made by City forces. r! r 7-15 SERVICE CONNECTIONS � 7-15.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION) All existing services shall be replaced by passing a high strength steel wire „ through the existing galvanized service and pulling the old service out while pulling the new copper service in. No open cutting of the road will be allowed for services unless i'. is not possible to replace a service by pulling, jacking or spudding. No payment for lawn or landscaping restoration will be made for services except that covered at the watermain connection. All costs for restoration shall be included in the price of the service connection type 1, 1I, or III. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 PIPE (SUPPLEMENTAL SECTION) ' The City will supply approximately 1400 lineal feet of 12" ductile iron pipe, and all 8 and all 6 ductile iron pipe. The contractor will be required to pick up the pipe at the City Shop at 3j55 N.E. 2nd Avenue, Renton, Washington, and deliver it to the job site. The contractor shall supply all new gaskets for all City-supplied pipe. w. 9-30.5 RYDRANTS (SUPPLEMENTAL SECTION) The City will upply all fire hydrants. The contractor will be required to pick up the fire hydrants at the City Shop at 3555 N.E. 2nd Avenue, Renton, Washington, and deliver them to the job site. The contractor will supply the tee, valve, shackle rods and bolts, and gaskets used in the hydrant assembly. p� Ir gggg U gi p. = e 0 go i$ I f fY3 is E ;Q :3 0:,0. 3 it Z[: S ¢�! �i ti$ '�F 4 Q Ya e z ofQ7yy 9 j§ Lyy is- i4 ; yy3 q 4 ))S all7f S 8} i i F;3 is �; if S� 3 Y . ce i �3� g � s =30 �ta34 # � 3 gaa R� o � n�S �a , �Y 3 yY•- R t3 �a iI �dq S p 3 A ?� s:R_ g'l qd $ 3g: i;y 4 = S Fg 4 oAe 230 @m 5.� . 3 I s i%�•°' aE€S € by ,3• 1$3 43 $ � 23 3 Y m: �Y$� 3q3 `� 6SSppi_R ;s 3 i g# s 7sn $ sA % ; ai s- Q4 S' 33 Z S• �s: � %Y� 3 A j, S< 5'd 3Q �4 23 � �t Y Y C �.l T Q ieeR d d¢ �4 3�� 4 0.� 9 • �� YS �� Rmn 7''i 4� 7. _ V � ;� ,�5 i ��8 �� O" a� fi §". � RY�' $ e' §3 ri Y"^ Y$ �3�m $ 3� Y ✓ c g'o x. � Q q 3 3 ? 7 is s • sa Ca'• Yg a3_ ag¢a 4 n a q i Z tit ��s = y3: '_• $Y 3� ?- �i8 (3 Q] a d g 3 KING COUNTY REAL PROPERTY DIVISION RIGHT OF WAY CONSTRUCTION PERMIT CTELEPHONE 344.3956 PERMITNO 11-1385-87 JOS NO ENVIRONMENTAL ASSESSMENT >Q Required Dare ReceA,ed r FRANCHISE NO 612 KROLL PAGE N0. 612 0 Not Required 0 Exlstny Assessmenl 1 DATE ._.9121187 SECTION.-SU2j&a TWP 23 RANGE 4 0 Cat riacerTeniW"Ity Exempt r^ APPLICANT. CT Y OF RENTON _PHONE NO. I.a ADDRESS. 3555 NP 22D1 STREPT UUD NO RENTON. WA 98056 80ND AMOUNT BB Jed W¢tlWlon. EMERGENCY CONTACT PHONE NO TO REPLACE APPROXIMATELY 2400 FEET OF WATERIUIN WITH 12" DUCTILE IRON MAIN ON 84TH AVENUE SOUTH FROM SOUTH 126TH STREET TO SW LANGSTON ROAD. THIS INCLUDES TWO (2) CROSSINGS. FOR: WATER PROJECT NO. W-925, 84TH AVENUE WATERMAIN CA PRE-CONSTRUCTION CONFERENCE SMALL BE MELD. OPEN CUT CROSSINGS AT S. 128TH STREET, S. 13M STREET AND 84TH AVENUE S (200' N. OP S. 134TH STREET) ARE ACCEPTABLE IN ACCORDANCE WITH RING COUNTY OPEN CUT POLICY. 6m, F-v T.11 P A""S FORMING COUNhb-100'.Y ONLY GrVE 0r51ANCF eY STREET eR R0a0 WITH AN ON,FROM ANO TO 0f4CRiPt10N Aµ WATER MAN EaIENS"S Muff NAVE AfVNOVAL FpM"I TIRE MARSNALL ALL uNOERO BE Oo Ufluh ICI1MUST AAANL01I.E 11 COVfR aLL Wp11Y 109E GONE SUBJECT 10 iNF ANROV/.L OF TNF ANG CW.h pAO ENGINEER The unpeegnp aEnap b comDr,wxN darMmp,cpr1px10rra arm rpuxwrerna comamae n nN_st. 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Aaow Rcm mli __9/1OL67 _Edarap .`9/I1>87 abRRa FMa 69.00_. f wrml lawap _91w_67 ___ By wo abMM Rrp aOdreNmn p prenNp 1MNaM qee eallMenN aw d1rldllona 1rIMapl n pIW Cabal enp an Dpw oI ppa. A ..11 y W$VrlapbbppRr ld 1IeaWClron d roap realanersn C...OI MaDaLlmn apdreadobeb ProradwNDarMmdLbgblMmunrympnmh q aooxad VMmnlp ra n Nhfr b nOW abMeWMeaM 2440710a NBJ,IS>01N,w 24anp 721.,, Om Aamnrlwpw FAA,eb Wrerolmaw+nrasunlnmaastxsmam U1 a ono nwr Cme Clnrga aaaarM na pMminp er 2 AI NMp a1111Kap nLpa n OR mirk"m 4ad 6Feaewde FX Ea d1 a C.N by CAM d1N'm0,IM NMaaa dlrrrrlitmn d RIdK WMta. 1 dal way came M an Imes Scare aFp awe a WR Ba In aeNbproe wnh pe manual on umbrm name CO NAq coulees Ia snpN erm ngnways a xND1yI1MWTNg1AMM 1bd MdraMzae m AapMparrramn.num enw nacinwa•devarMOaurfM:l condemn np ba CDdaaMn 2'pDIba Claet'B'dradacep loonplrsM r 5 deer daegrappbrrebY xadaN dibbla arbprraab PODarfyopwa wrlerl raoh dtgnyelYM baMaygLIMnBVa WIMIFl ire tepvmvca d ar M»re wow 1.eW a2455554. Airu n uoierOa ear LFNarW,,,,diNRgl.xl me narnu,,E,,000a Ter g's,im an ndalCalbnd oonNxabacbnr nprsgaevl 4 I NMf OANNA C%.A,6111.H Ilf AFK✓AN1r NMa d11w,.O.....SINw,AN',,R01DNLf 1� STANDARD DRAWINGS L L CITY OF RENTON DEPARTMENT OF PUBLIC WORKS r Final Joint must be saw-cut Saw-Cut or line drill 2" min. Asphalt Existing Asphalt urderlying concrete— oncrete Concrete Concrete Existin ^- Ila- - ,,�p rt ------ Cement Concrete~ 6 :`�,�;y �y; o� w min. Cement Concrete 6" min. Crushed Surfacing Conc. shall be Cl . A (3/4) - Top Course Portland Cam. Conc. Con- Compacted Crushed Rock r forming to Sect. 6-02.3. Backfill 1lrr EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Final Joint Asphalt Concrete (3" min. ) must be saw-cut replacement patch to be 1" thicker than previously - - - - - l - .- existed. Existing Asphalt, / 6" Min. Crushed Surfacing Concrete Top Course Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must �^Cement Concrete (8" Min. ) Replace- be saw-cut ment patch to be 1" thicker than - _--- j previously existed. �- '�p'.C►i((ati y� CC is 4ij7r {" R� --- -- Existing Cement ( Concrete Pavement 6" Min. Crushed Surfacing Top Course Conc. shall be Cl . A (3/4)- Compacted Crushed Rock Portland Lem. Conc. Conforming Backfill to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 6. 1. See Sections 7-18 and 2-09 for Patching end Backfilling Specifications. 2. All trenches in roadway areas shall b-a backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted 4 to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches on trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. 4. Saw cuts on concrete pavements shall be made no more than one-half the depth *� of the existing slab. 5. Compacted Gravel Backfill Class "B" may be used upon approval of the Engineer Lon trenches over 200 feet in lenqth. PAVEMENT PATCHING DETAILS DATE ( /87 SHEET 35 r ^ � IRN— �NF P.AI NOTES \ FLOOD LIGHTS SHOULD BE PROVIDED TO ENO G20-2 MARK FLAGGER STATIONS AT NIGHT AS NEEDED, CONlTRUCTpN ,0' IF ENTIRE WORK AREA IS VISIBLE FROM ONE STATION.ONE FLAGGER MAY BE USED. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCDI SHOULD BE USED TO MARK CHANNEL- [ZING DEVISES AT NIGHT AS NEEDED. CHANNELIZING DEVISES ARE TO BE EXTEND- . ED TO WHERE THEY ARE VISIBLE TO "I' APPROACHING TRAFFIC. / SIGNS SHOWN FOR ONE DIRECTION ONLY. ALL DISTANCES BETWEEN SIGNS TO RE E. wzo-T. • S /wzo-T.v h FLAGGER .>F• AHEAD T 8 ONE LANE END h ROAD W20-4 G20 2 [ONSTRUCi1 AHEAD h8 ROAD OISTRUCTION W20-1 -� AHEAD LEGEND le • R CHANNELIZINO DEVICES BAGGER TRAFFIC CONTROL PLAN TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES ON A "'^-1 ANE HIGHWAY WHERE ONE LANE IS CLOSED AND FLAGGING 15 PROVIDED. ai1MAYYEN.IwY�rit GENERAL NOTES ROAD V2 TLE ONSTRl1CT 20- I MINIMUM PAPER ILMT7110.)IN FEED AHEAD 1000 I Pwtad lPNd mM 2B 30 33 40 ds EO Bs IC X) 020.2 l0 105 ISD 205 2701d50 900 W20-01L1 LEFT LAN END CLOSED TRUCT 11 113 185 225 2Bs ID srl0 M "° 5IJWOO-SE.) wl-SIL) lY 1211160 xd 320154C 60 660 0 ZFT L 10 e I The maalmum sooting mines. ehelmeNdng do- CLOSED a rlcaa In it leper shoat M noerly easel le Ned I1 L R qo le IN .plod Il,nlli 1M mealmem appting be N"n fMmrW inq beets dare Ip "Darego Ira11l[ Moald be 2 times the speed limit. We 2lR1 I e t/DW WEA rjl' "3.l Itsvement merlin • ee I C,, g In whillf.1 dUcA ml9M tnsU [onluelon In tIW mills d wA1cN M P.H. aNragore shall M.nmeree er oeme[a N1 as e o O O aeon" DraellceAN, Ampererl msrYings shall It. unU of necwerT. we2111 O Stead Ournlnq ornlnq lightshlpe C, YVTCDI Maald be wild to marl fMwa111Heg derlfae 2L W20•SOt) at night as aeadad. O Flashing ornlnq llgnb and/.r hags maP M 1GHT .tad to cell attention N IN early wernlrlg oil". G2O-2 END I tee i CLOSED signs Wo-3(L),We 2".We 20.) end W13-1- 51 Net,"Block on Orsngi on PSBE eye Dim$AM 3 where aarieary taped ere mars then DOagrl, rererst cur" signs tell d) should be dead. hT W20-5(R) CLOSED All dlatanfpe Atirpen eight to poll. IOtiJ 4NEAD� LEGEND O re O CMr"INIng dowtu 1 ROAD Opp Stausntlwl allow aides w20-1 T IR L AHEAD RT AFFIC_CQNTROL PLM TYPICAL APPLICATION-FOUR-LANE UNDIVIDED ROADWAY, WHERE HALF THE ROADWAY I$ CLOSED. TYP. SIGNS >r BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED ROAD CLOSED AHEAD CLOSED L CALTM A►FIC0 nATHRUTRAFFIC ROAD 480XSO' 40'x30' 60'x30' CLOSED SLK.ON SILVER(REFL.) SLK.ON SILVER;REFL.) BLK.ON SILVER(REFL 1 LOCAL TRAFFIC ROAD DETOUR ROAD ONLY CONSTRVCTIO CLOSED AHEAD AHEAD ANEAD TYPE III BARRICADE TYPE III BARRICADE 4B'X 4S' 48'X48' 4B'x4B' ORANGE ON SILVER (REFL) BLK. ON ORANGE(REFL) BLK.ON ORANGE BLK, ON ORANGE (REFL.) (REFL.) � 0 FLA6BER AHEAD 4S'X24' 4B'X24' 46'X48' BLK.ON ORANGE BLK. ON ORANGE BLK.ON ORANGE (REFL.) (REFL.) TYPE i BARRICADE (REFL.) ORANGE ON SILVER TYPE 11 BARRICADE (REFL.) ORANGE ON SILVER IREFL) END DETOUR x x ROAD CONSTRUCTION M.P H. CONSTRUCTI , B O'X2{' 48'X IB' AHEAD BLK.ON ORANGE SLY, ON ORANGE 24'X24' (REFL.) (REFL) BLK.ON ORANGE LOCAL (REFL) c TRAFFIC - 25 ONLY 43;�- M.P.H. VERTICAL PANEL PORTABLE 48`X18' 30ok 380 ORANGE ON SILVER IB' TRAFFIC BLK.ON ORANGE BLK ON ORANGE (REFL.) DELINEATOR CONE IREFL.) IREFL) ORANGE ORANGE 1 11' _Il�I �1I r li� I .r. Y•.M.l MY btl. s rw M vg lk gfr" rq, T M.K.tMod" Ilw•lwK U K '"TK,"M 14t116 • / N[YT W."M[YT IMKM1rK I•r.\ / Y. t1.1N. ImYOrYp Y MYYl1 1 �\ pMYrt KYXr \1 i •K( .f �lnwr r•r uxl MCMW 'la"Klnru K � tt«n "I'm 1Y r men. Y � �� •rlli Mt PLAN ELEVATION i FIRE HYDRANT GUARD POSTS N� jo .l•rr.•r tItYML^ ---t lel.r� IM.1rN p'-p" u 1 \ i[pM.••n Irll(Y•Y1Yr lxY{ 1p I41r•I.fll^•1 lr.pM. p, Yi,R 1\1T0[Nl AY lilt Intl .1. I IJ Y Ymh K. f... • IpWy p" .w 114 Kr.r• vtll [m , I w•r. vuvl •tturq. IK iK axl(latCy- 1 I ll V%1 nrY•e l.•t•x v •prtl tr+lnrK I'll r Tma l.M•x.Yp 1t"IInKP ONYIrK y.. nM 11 of Ta x nrme Wd Np tYT x run.N{x Mux gral p q-1N, rmY•TY4 rtuM r r+iKt K[ ...•Ka ♦ to',a,l �• CUT i wn•11.rInrY ?( to IKt IK•.., 1 fy talare MxrrMY art— IxM. 1p TI t vox tp . as 1. . as".". tx [OY Y !1lR1n p 1p Iil Cwwq •IK.rK 11".1 ri"uuY tYRHT( C[K• � • a�tn} 1,40,lit. .1T Y'lyrx 1136 Nlll ... ` Y'"It WK. qYK X r11tYYlt4 AIYI. r y M. llKL[K.uK \ tapoaw.To MNO to. M1m.r rt I...w.M 1'•tl' y�'r.Y IrN. tl.Y!11 Y swig! I tu.n. I.I.WSKt [W Irn. cwi W. can.oft, Lima. M• u Y Yl Itlf rl" o ISIrn. M L•' Intl fit Wl. !tin Z,r—J Ml•rKp Y 1"M1rwp•Y le rrT M. t I Wu VLJ� FIRE HYDRANT ASSEMBLY 99 _..J Vaal FILL FM HMRANT LOCATION IN CUT OR FILL 4 WATER STANDARD DETAIL CITY OF RENTONT't` in NT >e tw.p DEPARTMENT OF PUBLIC WORKS � +» CONCRETE BLOCKING SIZING PROCEDURE It TY aP{.I lYann.•L•irN 4 rtMr MrlMul WM. {Nf N MV .r" 1. r(M .... ... (. 411. 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Nru sr [ra..1.i.Yu a«.. IvI:ih«.a e•r. O.I.4n.n 1+ r11•IMum T JEn BENDS BLOCKING, ..NYal SE YW1 STANDAM PLAN NO, T3. •. wlr~t,at%,--I Nw (VI TABLE I S. Y«i.•L rwnl N -Yar,N (W. Y.1 .IMiLIN.MN. .1"1.1 .e.O1)Y rusAMl U.01 .i nnlMGf Ir rYI1Mef .(IV.t••SJ . e.e37N SIZEMI Ttt1 10' .5' 11 1q n.vv • + p.0"m pIVY 1010 LU! elr0 1. .lam[ p• IN 1,20 J.m LL)e IN •30 1. NI.•- 41GYI.eIr.I tM.aM .I («(r•tY ry:.N le\14\ y. )pp ),Jb S.)Jp 1.f 10 I.•Jp lfp i �N 1 4 1" ( ••n !M Mwrl •N4l�y xxf•n 1+ IM• all N LS w: .N !M uu WIUY Iw IM pr �r•' L" WO LSeO u.c40 L.f 1p J,11e LIM Mt•f !«L«r 91x•1. I' /00 IS.IW II.3le I I." S.NO 1.010 y' NI•{Iw 10' I75 n.uo ".s10 .6.pe e!)a •.)b 1. '. r.�r 44iM••x«n IW by q )ro Yi ❑" iSp JIJ)e 49,000 1 q.pl0 l.lb NuiN Li«•Pr.I I"ri«•).OS L.•f.05/q-OJS It. IV• ISO •1,100 /f.)M 7s.-1L0 11.0)0 f.l•0 4 4 irb 1: rN mRy xrNn d IN wl,w M {M! IY' ilf 13,IS0 N.YO N.HO 11.1Y S.OSO tw tivn{«r%' MN i.II,)b rrMf • M x irY 1: 14b I Li4f !M wl.Mnly IW br fW lo' 1W )O.S00 11.000). H.eM WON N.MO IO. r Yx,l: Y01M./N. 11, io' 10) H.IY Y.KO A.80 y.WSIO M n IiMr• 1; II}Y.• 1 ININ4•tM Mltlx•I (Y sY(r•te I«Nw..y tM)0 NN. 1•^ SDD p.ib 111d110 NdN )S.)[0 ILIN M w IM fMlrvutlM N 1M«•1Nl r Ilr Mtw•1 vraw We IY u1.110 1sf.fb 1N.Ise S).1L0 Ie.ib L IN{ vulw.r 1.w (Y)• ) rrt w IN SeJsb 217.9110 Hf.Su Jf.•N Lo.no w nu!N rM«rrlr LIIVYt1Y.r rr...N !• tM 1.r1 YIY I.IIM: 4Y r tM.a. lu 7.1: .•. It. TABLE 2 M kr MIY NrIMI •I 1M•ft II«. ({VI •N e I • I.0 ft. Mt. Mrri+•1.41 i+t\.IN. II �T"7"T• Mf.Y xuly 1N41:w+ :+ tM ralf.y lYy .. Y, 1.0 Nrtw•I [wsn4 Tr«f{Ilx\ 1pal YriMnl tMN4 M« tM MI♦.1 rY•r�wr tM.•N •41ex YIIn•I irwaV In r•r{ IYI NIfiF IIM{rr r rlx 1.1 1 frl. M+Ir 1•MN N 1111Vft II•Y {lwl •4x t MII tlx {.000 MCI+ fYi 1.000 GTV«.F•wl 4y+lM.Ir LI« •.bp MN SMI• Ip,ppp y yLYirN Y1«nr er (N(44•IN1�1•NN•.1w11.1. 0.b)Y •I•r •1\•1•.kl .O.p)JN x Nr{. •11 Pm4 rll M .N1-.L \. rux« 11• Mr i 1 • I.1p«U«f er « . t r «L •U.p•>.f/. LG1 e.NJN nr14�+1.iY Nurl•I .dll(�•11nr.1�{. :e .•..0 .0.10 V. WATER STANDARD DETAIL CITY OF RENTON 0pT ro 14"1 DEPARTMENT OF PUBLIC WORKS .eplr.l. 111• r ( TIE ROD SELECTION TABLE IKII,K I11 UK Sea 7[WII I�[I IS IIKlf1 MI ! ) 1. »f 1.121, of Y' IIS ).M H' Y W f.W )n• Im H l IS 7111, 161K H' H' 1T• 1r in 11.61e sm 1n- 1Y' m )1.)31, vv. vr' 14-. of K.M I& 16•' n) YAM VS. H' II' M M.W v." H. !r >r 1111.61111 YY. ULM �IIP. I 1. Knl M T11 � .W.L Will Y 11MK11 STKKI.M 411.11110 MI K KK ). Tit tM Sw4l KN 11K7 M NIL • K TIr •K a IM 1141-IKLIK IIIII, ). nKKT.N 1M[IK fn[II KIS 10 TII YM lTK.Kn SKI, K ) I[IIn TO 14 MKI 101M MM I. Sit WI uwI K Mrwinl ![wne.11.2[KM K K.ML1 r WW MII pyre, I . Imp., IK. SI\Ws"t W-. (IS.....I IS," n¢KMII S IMIL W It[ILIKI, Iy MT of WAV) ! »t,KtT 11,tl[ Ml Ir SWL It G11KI\IYLL LIKT.. f. Ito r 11l KlT LtY tWU(I�KILK K IpMI r CAST ON LUGS TIE JOLT FM HYDRANT ANC GATE VALVE L. TIE ROD ATTACHMENTS 1 r L ATER STANDARD DETAIL L ppRr1A1. REvtSIaN CITY OF RENTON z/u/ec .n m /eYe DEPARTMENT OF PUBLIC WORKS Ywrf.•K1 L c Ty�rppee 4 eT TTyyppe� :9WAMS forI+L' 77't''!.•oR•tcO�Md for111'•'j?1'•xrVsmtH Swa C TV 61 S • t ra+ afor Tw.vi 6 - 4 ` 300 n, + +' >Q J � •1 + 6' n ` . 41 _ ° ( i7 2. RODS tt —f C 0 t 1 � ty 7 1 a L-P . 0 , / t t 1_ I d Typ'v trerwy 6etq c>,a to,AY lr+trof t of forfor iY+ei=ncd 8� wm�b fto r--Y6 [ Val I s a L � " TL, ai 1) j #i Th'! ve T m6Mf—.. \. R 7 31 1 T C. 41 /� w t t rz y6 ,Crf 6t1►t9Cpc I S- TURNSWCICLES SNAt�- it M USED STANDARD DETAIL FOR BLOCKING OF CONVEX + VERTICAL BEND PAanA. 17EN6101,1 2/u/ec r A . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS r i L 2-IZ"X2" TAPPED TEE z 520NZED PIPE 2-Z" 1520NZE 90' 6END 2"GATE VALVE W/2"5Q. OPERATOR NUf 2" BRONZE UNION COUPLING ® 2- CAST IRON VALVE bo>(tt I- IT'GATE VALVE W/V50. OPERATOR NUr. TW15 TYPE OF 6YPA55 MAY BE U5ED IN L(EU OF TWE VAULT WWF-Q Tut MAN IS SWALLOW OQ TWNE I5N'T ROOM FUR THE VAULT, U5E MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION, L DATE 9/87 12° GATE VALVE WITH BY-PASS SHEET GENERAL MISCELLANEOUS DE 4IL.S VALVE 0:'ERATING NUT EXTENSION DETAIL �— Y 3pY1t. 1n mr4 uKa SEE Dom A 1/1•NA. In-DIE. TWICYCSS.J I• I(14 STOIC. LIKix AS ItOWINO. In-ICU.TNCOC(U. TNN ONHATIVT*II MISSION WE !3/1' ITT KLEIN. (MINION K' III HAT'IWI TALN IM Is WE THAN iml ill rLET mot 111ISN4 CIIKI. titt"IM A11 n u tN•Nt*l"OFDK EII WIN SON.w ON ("INTO 1 I/" INSIOC NKiMNHi, N DND RI TAITt. t 1/W 01 Wt. 4L EN[NSION AN TD 1t IUOC OF STEEL S1IID AS IwtD.AND 1111I(D WI1H TWO CO'SAS [KIOI ILASTIt Wo R111I A$ "11 K[ulrnlrt NIII Co. INS K APPKND[OWN, I VALVE MARKER POST ELEVATIONS L� L H y4rt NPrt1 Wt r v4N wNI POST v11II If A NtTAN CON1trt WASHo S TR; a IPH10vID[WAL. 14vt M1(U SIYtI N ASSENT TWO Is V gIIIT III-111 :111[M�tIJYII t[ltWl AS MCI111D 11 THE MISC.u11vf PAINT CO.w 1NII APHAS D COAL.. IN ME SWNL If SET AT 11WT AH411 TO TO NUNIL,I1011 IN 141E 40 SW4t N SITwI[D IN A all KO IIASw- Klt COISFICENI S LC T10N. DI1tAut 10 TC WHITE SH4t N NATST STINIL[D ON THE ( POST WITH TO INCH PUMAS WITH PAINI IAI-102 I (Kul) AS SN<Irl[0 01 MlsovA11N HAIII CD. ON AANONO[EASE. 1 L L WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS L SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE 1 Retap Existing 3/4'a 1" Copper Service and if necessary Adjust Meter & Meter Box Lr_ to Grade pe NEW COPPER SERVICE PVT/PACK JOINT INSULATED COUPLING— FORD C-u-•S/D&-A4 (7/49 �\ FORD C-IS-AV/DS-4s 11'1 �- �1-- SERVICE LINE i CORPORATION STOP,FORD �`� 3-PART UNION p TAPERED THREAD 7CC) a MIPT CUT, &END A CONNECT EXISTING NEW Wild ExISTWO MAN COPPER LINE TO NEW CORPORATION STOP � CUT — ExgTMNi St11YN:E LEIS l` Z441111410 ad 'ZZt==:Z:�'J NEW ww ExuTrq Auw r TYPE 11 Retap and Replace 3/4' a i" Galvanized Service with 3/4"d 1" Copper Service. Copper service should Include the replacement of meter setter with new Ford style coppe/setter and new copper tail piece to property line. Also adjust meter and meter box to grade. TYPE III Install 3/4" Copper Stub Service including Meter Box NOTE: 1. For TYPE 11 & III Service Information See Standard Detail for 3/4' 31' Water Services 2. On Watermains that are Bonded for Cathodic Protection � All Service connections shall have Service Insulators. c L WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS ' .Wte�EeeF /IMP 1-1 /2M& 2N WATER SERVICE DETAIL E'- >t�_• �.-[N u"'arRwel RICNT-Of-w.t _ INBTAW.MBfBR NOR AT —w t� J tWRBIKY Ott 1 CAUTION rNa•Bea 1tMes not lost on e1Ke. ee a th bre k . Btu of rRlw DON <cdW I f ewBe W MHRB•B OI MR UnICB. M I I R II it II a• TO +1• MINN LEAVE BI(FOSED e RlQI119 1' NIN. CWBR La.met I,M ll• AND LARGER Mims I RLp1IRB 1' NIN. CWt • 1 7 • . .� �_-/7 +BIM QVSIIED ROCS BASE. ` 1 1 • f • 7 T0SOr10RTVAMT W S•f0°14t5f o11 plOt1>2 tw(RIRS.pwn wTRRIAL LT Ta. th• aewln 1,BRASS OR BROM>a lllwLES/Y) S. I• ..Kptl tat. ).BRASS OR BRONS[SfrFElT MKRLS:S 11JR9 1. {'Mte e T 1nW MNFN(Mini 1. ]-Vote)IOWA pu rYr IIUN mtnry lw 1•IpNI.•Mrl a. TW qwt. r.at Imn .•lu•at.. Nt<n Val"Cap•nr at equal. ttlMUO 1• !eR •tenon y NtN [twM1 YY Marton, 4MtR m fit. (f■rB. 1. 1• w lh• wWal•BB wC Yr MaN1M IN, r Rllt). to WINwaN •« Inwbter W[w•n u..wl.r w.I.tN m rwu, tY war M..1<• frw wwui•«1n-11N r.ebr.e rMtptUn. t. lY NIB .OOArawlw llttlp, rare C41-.1 er peal. 1. IN. tYrt •t• atft eawat g"S", \.Ma" to [lf. W t. IN' pack" MN R .r "L.t .11. ..."« metal. L 1. MNwwetY w1lN rYpN.., w t.r.14-1IB. 1)-et @ei. "th tt-1 trial wu... IV•rllY t Clq of ....M«r a1NwaMN Rfml Y o.N•+M.u•`..trnl 1r. T.meee."14- 11ru-.nf[ N.eqa. No,[@emit. — it. lYN..sm., ."all he .uRRILeB by tN CI.V of Yntw aage +Yul1M uwn raw..I of [M {� I"Ir<N_ tempt.."Wenelt usually.N oet•RUnta o1 w.ltl.N BN«ury ...... - • Il41— 11. 11- . 11• «NY«.wt.r Y.Na" 1/P .twl C1aMN-µn•revo, tM-tlp MN[ Sul L. w. x mew or agwtl. Q 14 11. q• Ki.@[ ln b IN-, ..t . .11") ultN BIM t`1 .. Rera C.la-tt M Masi. T a p•a, �! pit,wM. 1. t.aw".IVl- f« tq Year«".-pthilon am ratwalen"f tM Va .• Nrrl... 11, lh• Y[« tlaM. IVL . tlpTl, tare O er ayYl. I.ghpA.10 if. ). le" . +h «b«l.tl lren nlwl• Ixlm. ISA. tNh,,d,N...t•a..tpw A I 11. I-In.TM fWVVV.avi ` 11. 21. 1op . I%- «b..1." lta""lwl. I-"I. TEMPORARY BLOW-OFF I1. Ih' "`.•nletl lren"° t1l"I• STACK DETAIL emMRru 43rt MR I•,mm I. I• YRRr ANN. I. P In"•1•N1w WI.-IMIRI I. 1.OBWI IOWA rats nWe If"•N••I"w IYrNW! 1 1. M It—..at ltw pia r. Rl@R r.I..CAe"y « Ma.l. aaMale a- ta, •.-u•n nlaA .Mular YY .wait". lw.R Or ft.. 1. r wNMua 1•Nag .101. IMIR.fit"'. n Y <w .. .n In.ulasr rtw.n at nw... U1..N .. +naul.t. tM Yt.. «rule. frs wpl.l.Yl"-IIN e.t"o.la Ofas.et\an. L Y t[M a.wwY.1. (tilt". ft.C+.."x puu. 7. I- tn• •a- «tt hhW W a.NLM. l•"p Y fit. e. I• reaNaa 1•In[.11. Y.. 1,141-11 ON Mast. CAST IRON OR 1. Cwas@etbr.t1h Lt-w... ..11-12%. I" at .@..a I. Nt"..rtl<.l 1nl.t .N `I DDLTILE IRON wt Nt. I1.1111 a n!C(tt of Y..Y«.<tM.ub.. ..... a..M.I" WATERMAIN FOR SERVICES FROM ERISTIn I•' Temw.." l• slwr-eff suet, w•sail. WATERMAINS INSTALL l'FORD %I. her.,war tull r ww+lw" the CLly of Ynts .N lA@GIL..wn rwe.a e< tY I F:e:St LE SADDLE 11") [equator ltl - 1. uem v eall.N •es•a....9 111.1 u.t rauu a.u. I'- Il• . I1• raven Nat*' Yn.\ )/I' .t1 t+ .. hla eater. Mott. t•e at ft N. 1T wt.r Y.at aghN U M r« u n Y St hi Il. i• e@tRI " (•sKf.ulen • Ft") -It"rIM I".Ngl '-M C-lM» •e Masi. TY p•wrv. ALTERNATE CONNCTION DETAIL •••'•• +• •••r•••1.+• a. ..y.w•.p" wraalw .N . ..I..of ar w..r alul«,y FOR EXISTING MAINS u. I•—tat e..wt 'Ft .rlwl. rate 11 r mew[.Ipin olRn.i 1 Il. I• Ism, • 1 «IttnitM lr« "lwb INlwl. ISA.MuyNPMnnpmaaN L 11 h..Np.l n• late . 1- 1.L.n1etl Iron.Lwl. alms ll. Y «Ip"a@t lr@"ear v1Fr1. {� WATER STANDARD DETAIL NOT TO •CALK CITY OF RENTON L DEPARTMENT OF PUBLIC WORKS E �1 1,%•.I?%'ODMCEETE MTER NOR IN VNIMRROVED R16NT OF WAT A XYONOLATe INSTALL METER MIX WITH 9 ^ST![L DIIX AT PADRE ITV -I MALn .13M TER NOR METER it /lIM! IT. ;wne , i YINIMUY WATER YETERTO EL tl EI014ED LT iM[GT'FIFTA }pp L FORD COLPLNSIITTEA '040 i AOx JOINT COLNLIMG VNLA,EWII"1 s FORD ct%a nsaX m.^r V HLE 12",i n -s roxO cicwoa+S n-1� TVRE"x SOFTC mTwIND p TYRE-X^fOFT COPPER TUEING F 1 lE%° e`MDIUS IYIM.1 �Y RADIUS IYNI.IRRDIMS IYNI.I CAST IRONON LOOR DOWN TOCENTERLINE OE WATER LE IADN IF SERVICE LINE TO NOU$E IE TO FL WATTATFRMAIN MAIN TO RAOVIpEf4c.IM CDRFER INSTALLED IN THE FLTURE INSTALL 1 SERVICE 1.9TDM(tER E04HDCIa20 ORu CREN STOR,FORD TAPERED nor.00Y.RESf10N cowuw0 t THREAD M I=ICp.MIR %"'OR 1^WlVAN1IED RLVG ► TP1• FOR SERVICES FROM EXISTING STEEL. ASlfST05 CEMENT OR RVt WATER MAINS INSTALL DOW LE RRAR SERVICE CLAW EQUAL To NULLLER w. ' 3/4" & 1" Water Service LW 1 L r_ I L L L a WATER STANDARD DETAIL CITY OF RENTON NOT TO LE DEPARTMENT OF PUBLIC WORKS l - .Y. I~ WK } Y MLY Pont.. Y1MY Yw .It No WIN YLt.il WK YY.1{r}MIL Y .Ll4t[I oT M ..wST M.- Y IIw. 11.IV }•'YIYn 1TM.•l.1 NISI I4IS u•IwllW wY oSHM'CASKI Y }•• IWTµ LII.Pw11Y WITIN4 YITn H Y 11 10 {YVw ItU IN. tYYI .IN MI.'of .WP11M WE':YU{NV t. "St. I1110 LY.11 Y Iw1Y11L Y'IYIM IILO Iwll Po[ 10 IIT 1T'd!'[IKYTI RTU 1 1 ". 1 ` Irt aP[Slw Y YWI.O. /]/I'ITIt{ HMY>1H. t" 1 .Rl. Ip14L.lIF. MM /( 1pW ly EN US. 119LS f[.l W. .IOMo wl[.NI. f11L110[oit. �4 MIOY [.HI.IIII[ },.i1.,.}..In l.. W Yw T W Yw VI10 ILof[ 'INS rC .iHtl OEM,.Yw W ttl nHLt I.-. Y'1p IPO WI. Y'MLVAS-1 I Ip PIN ISSt Mtl WK. SIYV[}6' a 10 YMwrtl WI. lon I I w. }Y 1!"lR }•T'f0'YML VITI ilOtl nIHII YMU NYof Y'MLIYI}lo INS IIII }'•IN V1111 1/! Iql IM IN." �•' .e �::��• 0.. o..Y a '/✓.i f: . 1 h,. / nHLL NMI.11 So' SI •b �.b.•' 1r.. i f yl tMMYI�.vw 10' Y.S. .-' C.=L'..y L TK .yK I.I. mlt to COMP IWIL To `�IIII ."'L{ y4 �C}••Il..�j A•I•. .-J:; r� >i` MtlLlt to. .-ISMS " .$.Io IMYL to ISO if It To Ill 4N oMIY W IIL 1. f0 I f1W SI"KE o tLM YI T. Ir1 lY T -"I 111 IW4 To m"to IS Y'.Sll Mlr w. SH Ill II M 2" AIR 6 VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON MOT TO SCYL DEPARTMENT OF PUBLIC WORKS Yulclr IMo r DEAD MAN BLOCKING WITH SHACKLE s ROD To CAP a11: � ems, r••` I 1 r• I I 1 .rr -.w - I T [YirM WWW 1 I wr nn r•[w Tr tYµ< <G A AOCKW[LL 4A2 a0 W CaA1�rK. r nw w i r fl'u r� �� r•MlMM111[i nw r w[o r'wr[ar[w plow, w 1~ Lr PLAN, CM rru[r+ nr MA M. .M4 w r[P MIK 0., "ammo,r w un[r.ON rMur wl T- rmr NMn r'W n rrt Mrinr ow r.u[r. [wlY[ r WrriMr r•r[w 1r NM 4 r/ a On MR.XMAS r•rNr�rr [m nn r nw rirw. rrT.n nT Mr VMwM w .r•w /UM S[T 2' OvrSET T>IF AT Borrpw ELEVATION �. TEMPORARY Y• BLOW-OFF ASSEMBLY FOP 8" MAWS AA) SHALLFJL M JC AMO LA"t HAMNS Wlti ReQu12e A FIRE HYDQMT Fog 51-01J-OFF r. 1 L f WATER STANDARD DETAIL PARnAL. REtftON f CITY OF PENTON 2�iG/gG r .sr A tc.0 DEPARTMENT OF PUBLIC WORKS +�^ *~" i t rn.IMI. r MIT, INV It r uwt r�lirt. IwtYt !•r ctMt I I Iw awbn .Irru ultu.Ar'M rr.urW �il[ptn rnt ON r ct[w r•>• Itm �� r C[t'[1Rl wwu rrn r r�llrt l'M•!uM 1 1 PLAN r en .a`rm rt nnutt tt Cf f efct a M[rKf •But tYr IO ED, M[. In"•1»•'[C.crn I<Tw"..I" III R I , .. tr. "Uzi ]/It' tr l[l.ly0uo.tin fRlt unw.IllKw,1C,•'rWM Y01 ro,w•tln rrt. CON"'! Y4 II 117I.110.Itrac IWll roI TMIM•r Milt "III" r1,.it tY w0 cMi.tM, R YKt lwll rHl "FITS r u.It. lr r aaCt•7tiw I w1 MIR, tcuwb ro' I-nt r'[awl .Intl w,rU I'm i r'II' taw t"pwt APPPOL •IMaI r' 1 wtrt.W r raM �• urlll TV rl♦ IN It r'X utM It C,M MKO 1M11t.tic1" r'cM YIA 1/r'lY rw Wlr C.I. CAP 02 PLUG uV(M 2"�' q"r al..Nt w / rM rM wilt I' 04sp TAP LUu at A V.o , s bw,4L, Au Goo CAPl4rAM61 OP�.,7 IMtua a.., roartnnur rtw,l[ csn. h .ti . M.rMt1 [Yna LJI Ypll Iw rin. NtTE: MATERIAL To BE q alo�•ftb•$�a ;YCti. TYPE"L COPPER d'.c'4� o •is:. r ELEVATION PCRMANENT 2' BLOW-OFF ASSEMBLY Foe 8" AND SHALLE2 MAINS V WATER STANDARD DETAIL CITY OF RENTON bCTL4i_ REIASIJN Z/2u/e6 tot A .ou, DEPARTMENT OF PUBLIC WORKS +.t..l.r[r.r► DECHLORINATION THE "/mT PFAXZ : AMOUW OF CHISwCA►S WOUVAll' Cwf+w.ew w evaflw.r'we W ew wrrIwr Ch~nraien of TIe n &*~"a ew ofo.ww ee to nwwMlse W&. R.on ak ee e..Yw OPre.ee el mllr n n 00F de..eedea.gM e6w1I a ew c w 1 n T. I 'TW 8l a ee cr rt ,nwee MI TW'm FIe raft of OlV" -w w &,NN6W N- W dmwm we h To*i eee.e w er aaFlw*I s ena N IYw�4 w.Tmmbom pw.ww/ ) 6nlww oweMweeon n ti sw.w+ vxk, 1pso vom op Tri."reerM re Ime Wp pa.ro.a owft ww"CIIwmcwl.%p a w NwwMlw M leiw IrAW wrtw ael ftmaw cN GdwMwMde IV F wy 1=aw"of wr Tewisl w— Iwo rep re 4me aw. Cewnwr mw Amum Iwwelee rwmft) Ie�OIr O+v+r left." loan" Cworw ") 711sr.r leenMl goal" pp Iwwwprdrl i" p+Mwde' w eT ew e.1 F e. ew 0T1 >p •e er ea Y •e 0Y e.. r Io en oY rY YAMr•K W W" rM*.eMron Of b bawdrW" ehw a ee W Oleenee by felawlq wwy 1% a e.f+d.red awn w.rtd w Imb a feat wlwn P"Nwv VA Mw6wn.er ChrmW wue W ease wee Ylw ere mere InIeI ti Ch a nr mllwewly wYaue Appm Tx t LOCAL SUPPLIERS i lm1# wr Fa ww OYeMwe.elwModlWan en W rf.wwl W cce.cme�"• V�"Me1w.nIe rare.'. enlel.wwC v.w.In.00nY1.nFIM.eYM ra ewlcq wT m.Tngw IM 5 717m Iwwp ew wd.Iee wlw.n of.acw.wsm tnmfai Mocx W.nia" Kw Mw TO.a3.V5,w en-M _ (1e Of owmww v wndwl W way 10Gwa of Ytrl l CwlwK F"e YAW Jw CWmt/w Inc Fw we.olen.w. •+fee eonrn.I1.r11 a ew alnwrre teat w IN~m Vw 0."e ewnl[rwl.ew avld.n.e ere nwswe s Iecon.rnlo.a TIv a ew Te Iv. To.572 M b ti a.ol.Ieew tree..+a ew r.Wwem Ier n torn• ' anoern far a eec/eolelwlon wrlwl McCI ewuem Mvvi W ea nw ch. kI Cwpw .. er ee. Tlw II.o weM ww W V WwtweE n wM Ew bCNadrWn 2123 N E Ww" wwwl mllv.welw,w W WrKwww wnupwn er�.oa 59 e.M TOO.52541M d m656247W nq,we0 w e..n tti elViMwelle wMw awn ti e.Feww PROCESS FLOW DYIORAlI: ••• OeaeelMlon Ch .cr.I.1 ' COnYnMeedl M wepnl V YweM 6eMwal. I Ibw wiwl •fee T7rwl Mc) i WATER STANDARD DETAIL I CITY OF RENTON L DEPARTMENT OF PUBLIC WORKS 6 ( GI.cC�e .i— -4 ( % JC LLuc 94J S.Iuth tiarrx�y ST.ScaulcWushiny;Nx198108 (206)767-5060 Chemtkrg MicMb"Dgy and Technical Servlccs City of Renton Utility Engineer Invoice #91645 200 Mill Avenue South Renton, WA 98055 January 28, 1988 1 For the analysis of WATER during the month of January, 1988 -------------------------------------- 67.50 #8148001 - 8148010 IN' elz- V/'f9coi 03 o V, oS y- Yi 41scot, tech _u.,t.�Tr. �'i 4 goo 7 � G�''- ��.�•y� C.JD�#�o��7 _ . ��, 'I S 11(,, u,kv5 Or t<_ ,5 l:r Hn � CITY OF RUN WN CEi TIF:CIITION UUi� r r i3 1988 1. THE UNDERSIONEC DO MEPEDIY CrRTIFV UNCEr ?:NAITV OP PCRJURV, THAT THE MAII ':Al', HAVE FURNSHr J. THE 911WIC" RPN ":O OR iNTHAII CITY OF RENTON PCR:OHMCD AS OCGRn1ID NF D'IU, AND TIq. r.EA1M 19 A JUST, DU[ 4110 VNPAq O'410ATION Engineering Dept. AGAINST THE AND THAT I AA' CITY Or HCNTfN, AU'HORISED TO W t!gNTIICAAATTL AQNDD/1 CLRTIFY VC Net 30 Days TM fde WnYUY d Inat, ianpplClRs bI NR»alvRre.MICupIq W W 4 ngYp�ke smcl im m wennnrr,shall .ul e.cMtl IIR M�ni d IM1R nwee SM/pMb n.ry pe tlH[albtl IYf.IIRI.Y IRWwf UnB�wMe ropuesH.r1 DStiS U 1%3'a,F t. STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES\ / WATER BACTERIOLOGICAL ANALYSIS j SAMPLE COLLECTION: READ INSIRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed, Sample will be rejected. DATE ZIiCOLLECTED / O Ty OLLEAME COUY,1C7 .MONTH/ DAY YEAR a ❑ Pm TYPE OF SYSTEM FF PUBLIC SYSTEM,COMPLETE: PUBLIC I.D. No. ' 8 5 1 aECIAM INDIVIDUAL O L t Z 3 4 NAME OF SYSTEM rl1Y or SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSIN DMEA/MM NAME AND TELEPHONE ND I».ernes 1..A*'n. wR.. w w- — - 1a�' far A,lPne 11A1(tr( '3JOW- o (a f1j,31' Sit= ( ) z3s 2531 "PEE COLLEMY BY:III / fr6VOU wQ, cpns'(t'Nrfiml 'flStFt'tOR SOURCE TYPE ❑ SURFACE ❑WELL O SPRING ❑ PURCHASED �MBINATION 7 or OTHER r elk V" WASHINGTON 11,'*' TYPE OF SAMPLE Ic.xr omr an m rnls wwmnl ryry 1. ❑ DRINr.INGWATER U Chi,inaled%oesidual-._Total_Free) check treatment—10 0 FItered U Untrealed or Other Y. ❑ RAW SOURCE WATER I NEW CONSTRUCTION 011ORMIC 4 LJ OTHER(Specily) COMPLETE IF THIO SAMPLE IS A CHECK SAMPLE PREVIOUS I AS NO PREVIOUS SAMPLE COLLECTION DATE REMARKS: n LABORATORY RESULTS(Fop LAB MBE own MEN-C.OLIFORM STD PLATE COUNT SAhW-E NOT TESTED BECAUSE. ��Slw..w.•:•w �ml MPH DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 ml 1 ❑ Contluent Growth ❑ Not In Proper Container MF COUFORM r—� Z. !„� TNTL' 0 Inspfllcienl Information AGO ml Provided—Please Read Instructions on Furm FECAL COLIFOR 3. � Excess Debris ❑ MPN ❑ MF 4 �OO mI I FDA DRINKING WATER SAMPLES ONLY,THESE RESULTS AR SATISFACTORY JNSAILVACTORY _ SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LA8 NC. UATE.TIME RECEIVED— RECEIVED BY DATE REPORTED LAEPRATORY. REMARKS WATER SUPPLIER COPY ea poi 13,1731RI Lb STATE OF WASHINGTON i `{ DEPARTMENT OF SOCIAL AND HEALTH SERVICES { WATER BACTERIOLOGICAL ANALYSIS +91 SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It instructions are not followed,sample will be rejected. DATE COLLECTED TIME COLLECTED =COL'1'TY1NNAME=kgNTH DAY YEARp o ($PM TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: CIE ClAn ❑ INDIVIDUAL / I L'1 12 3 4 i.....r mn I rnmrael \J NAME OF SYSTEM 614 or RrrsTa� ' SPECIFIC LOCATION WHERE SAMPLE COLLECTE SYSTEM 04MWMGR ki AND TELEROF ND w rncMntW M xnmi In lalim Ianr.vN s1"tom ( ) ?3S Zl:► � MPLE COLLE_CTED :lNrrN L 4A fr-Kw- SOURCE TYPE ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED COMBINATION �d OTHER is a�12 COCA r Ml u f,I d�'r�� fin•✓ :.��ia'� TYPE OF SAMPLE ICMcl i.iny ,n lMs cOiumM1l 1. ❑ DRINKINGWATER ❑ Chlormated(ResiduaC_Tc'al�Free) check treatment—j• ❑ Filtered ❑ Untreated or Other—__ Z. ❑ RAW SOURCE WATER 3. 5bNEW CONSTRUCTION or ate'- 4. C1 OTHER(Speclty) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE t PREVIOUS IAR NO PREWOUS SAMPLE COLLECTION DATE LABORATORY RESIR.TS tFOR w USE ONLY) MPN COLIFORM STO PLATE COUNT SAMPLE NOT TESTED //5 BECAUSE' MPN DILUTION TEST UNSUITABLE ❑ Sam;A Too Old /100 in 1. ❑ Confluent Growth ❑ Not In Proper Container ME COLIFORM 0 2. ❑ (NTC ❑ Insufficient Information �OO m PlOVlded—Please Read 3. ❑ Excess Debris I Instructions on Form FECAL COLIFORM ' ❑ MPN ❑ ME 4 ❑ ❑ �t00 m I FOR DRINKING WATER SAMPLE: ')NLY,THESE RESULTS ARE'. 4.SATISFACTORY ❑ UNSATISFACTORY S E REVFRSE StFrE OF GREEN COPY FOR EXPLANATION OF HESULIS LAM No, DATE TIME 1EC NEi RECEIVED eY— DATE REPORTED LAB RAT RY. <I REMARKS WATER SUPPLIER COPY m. DSti513 C31PIen ' �•� STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY • It inetruetione are not followed,sample will be raiected. ''. DATE COLLECTED TIME COLLIT D COUNTY NAME ' MONTH DAY YEAR 11 ❑ 1 6 yob 'OLAm K1K6 TYPE OF SYSTEM IIF PUBLIC SYSTEM,COMPLETE: PUBLIC CLASS 4 ❑ INDIVIDUAL I.D.I � No. S O (_ f 2CdkU 3 4 Uwe amY•.eeaercw l NAME OF SYSTEM ( 11Y 0f SPECIFIC IOCATIOII WRERE SAMPLE CDLLECTE SY$iEM OWN:R/MDI.NAAE AND TELEPHONE No +I��•.I,Iw„tq+�'.y,lolpn.•mn•xM ��F1 �>''y�T �T I �Du �Y 2 160 ( ) �S' 91.1 SAM COLLECTED BV:1NMnal 16 OtL 4ASIt orx. SOURCE TYPE ❑SURFACE ❑WELL ❑ nPRING ❑ PURCHASED k nTHIERTION !aF*PO T Tq' PrMI Full NMea 1 and ZIP Code! V �., ZOO 141(L R Uf S-4_ rid S Tr n`Tn W ASHINGTON TYPE OF SAMPLE 1•:MV1.mIY�^' n IMf<OWlml T. ❑ ❑DRINKING WATER Gobln _ i ated(ReslduaL_TotalFr1») Check treatment—I► ❑ Filtered I ❑ Untreated a Other 2. �RAW SOURCE WATER 3 NEW CONSTRUCTION or REIMPS 4_ ❑ OTHER(SPeCUy) COMPLETE IF THIS Si MPLE IS A CHECK SAMPLE PREVIODS I AS NO PREVIOUS SAMPLE COLLECTION DATE i REMARKS 1 1 of14 V/�PISfrT SMATORY RESULTS 0FOR Lie USE ONLY) ))pp MPN COLIFORM. STD 11b SAMPLE NOT TESTED j BECAUSE: j+I 1�5 ml ❑ Sample Too 6tl MPN DILUTION TES�CD mH t ❑ th ❑ Not m Proper ContainerMF COLHFORManon , ❑ Insulfed— lease Read/100Prohdetl—Please HeadInsl/uctions on FormFECAL COLIFOH 3. ❑MPN ❑ MF4 ❑ DC mH FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: 1 SATISFACTORY ❑ UNSAT44FACTORY • SEE REVEPSE SIDE_OF GREEN COPY FOR EXPLANATION OF RESULTS LAS NO. OATS,TIME RECENEo— t�wED aY DATE REPORTED LABORATORY: I I REMARKS WATER SUPPLIER COPY e. 1 _ DSMSS 13-173 M I A+1�� STATE OF WASHINGTON r DEPARTMENT Of SOCIAL AND HEALTH SERVICEB'N WATER BACTERIOLOGICAL ANALYSIS { SAMPLE COLLECTION. REAO INSTRUCTIONS ON BACK OF GOLDENROD COPY If Instructions are not followed,sample will be reJecbd. 1 DATE COLLECTED TIME COLLECjED COUNTY NAME MgNTH DAY YEAR 4 _ t1 6 91 : o_ 'AM ❑ PM {(IAyCa TYPE OF SYSTEM I IF PUBLIC SYSTEM,COMPLETE'. PUBLIC I.D. No. 7 AA� /'' 11 tI C1ASS ❑ INDIVIDUAL U S L 3 4 n..,,.nlir i Ieuailrl NAME OF SYSTEM t CCt Y of k.E N�tad SPECIRC LOCATION WHERE SAMPLE COLL ECTE0 SYSTEM OWIERYMCA NAME AND YZ11RIDr1F NO Ih\11cAM�..P M NIINpt 1e..Nipn,Iwnr.ml IY.\Y ff1111'1J pAl I�1,�.I! .CCAA.• kLw L)I'a' ,dwe S.",Sir &UAILECOUECTEDO'l.-OomW A1'JTX LL 6AIA111t /. (Gir SOURCETYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION MOTHER onf REr CR1�Full Naay,t1r.as and Zip CodeL. — uuhnll�l�l r-1 /` Y WASMINGT7NL TYPE OF SAMPL F. '— iGneiu1�m4 1. LJ DRINKING WATER El� Chlorinated(ResidwC__Total_Free) check treatment-.� ♦J Filtered El or Other 2.� RAW F-OURCE WATER 3 NEW CONSTRUCTION or TTEPAM 4. ❑ OTHER ISpeclly) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOI)S LAR NO PREVIOUS 51MPLE COLLECTION DATE PEMARNS: L, U1.4 a 4",d4 G1u� NLD Yv - ��$.�J��.��'' LAuA/rLrA rOR• RESULTS soot LAs va onr, MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED '1 BECAUSE. ;-1-1 �5 mo..mnnm /,I MPN DILUT"ON TEST UNSUITABLE U Sample Too Old /1Op PIl 1. Confluent GroMh ❑ Not m Proper Container MF COLIFORM 2. ❑ TNTC Insuff Ted-'Information �W m1 Prodded-Please Read Instrucuona on Form FECAL COL'FCHM 3. EJ EaCeaa DBD(IS ❑ MPN ❑ MF hpp 4. ❑ mI FOR DRIWING WATER SAMPLES ONLY,THESE RESULTS ARE Y i SATISFACTORY Q UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF,4ESULTS LAC NO. DATE.TIME IIE WED- RECEIVED eY DALE REPORTED LABORATORY. REMARKS WATER SUPPLIER COPY OSNS 13113 nill STATE OF WASHINGTON 4J�r DEPARTMENT OF SOCIAL AND HEALTH SERVICES \. A WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION. READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. ATE COLLECTED TIME COLLECTED COUNTY NAME MONTH (DAY p AR ; 10 'l C� ` 0 3 � ❑ PM K 't44 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: ItAUBLIC Q / T CLASS I.D. No. ❑ INDIVIDUAL 7 ( O 7 0 1 3 4 .w.N 1.esae.Kel NAME OF SYSTEM ro U� kf- Hid"/ SPECIFIC LOCATION YIREIIE SAMPLE COI LECTEO SYSTEM OMfR�MGR.NNIE AND iBEFHONE NO IY�WI \[Ia AlAl o founicnl U1 R- �A A A10 u So SAMPLE LECTED BY:(Nam) � A�rxUl �!1�cxtR . CriAEs�- IMP soLTRCE TYPE ❑SURFACE 0 WELL ❑SPRING 0 PURCHASED COMBINATION OTHER SEma rk RT To,. e.t ZIP Full Q�ry re la I "isrew ��i 20o M !U ArT S4 - k�PlT�rtP WASHINGTON TYPE OF SAMPLE ICMc unrr one m mu coW m.� !` 1. Q DRINKING WATER ❑ C tResidual:_Total_Freei CtW k treatment-.0, ❑ GOlered ❑ Untreated of Other 2. 0 RAW SOURCE WATER 3. WNEW CONSTRUCTION ar REPAIRS 4. Li OTHER lSbeoit)q COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PRE PIOUS I AS NO PREVIOKA SAMPLE COLLECTION DATE j REMARKS. Ui,Oti 49i�4 Cr �PE. r�- i { '}) LABORATORY RESITS ova LAB use man ; ■ MPN COUFORM $TD PLATE COUNT SAMPLE NOT TESTED f BECAUSE „_ 5 noes uo.n.e MPN DILUTION TEST UNSUITABLE Q Sample Too Old ADq"i1 1. Q ConfligrM GldwtR Q Not in Prober Container MF COLIFORM ` a 2..Q TNTC Q S{Ii I--1 Insufficient r�o m Proviaf—PleareRea 3 FECAL COLIFOR . C E.c^_ss DebriB ns(mctions on Formnn ❑ MPN 0 MF 4 Q Cl FOR DR)NKINO WATER SAMPLES ONLY,THESE RESULTS ARE: CYSATISFACTORY 0 UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS (AB NO. DATE.TINE RECEWEO— 9Y �7P�CEIVEID GATE REPORTED LABORATORY: REMARKS ( i WATER SUPPLIER COPY IM ` STATE OF TON OPAR AT OF SOCIALAANDHO TMHEALTN BHlllica �. WATER BACTERIOLOGICAL ANALYSIS 1 SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY r If Instructions are not followed,sample will be rejected. !TYPE COLLECTED TIME COLLECTED COUNTY NAME DAY YEAR 6 8� m� o kilt ` SYSTEM IF PUBLIC SYSTEM.COMPLETE: IVIDUAL I.D. No.ly engMCe ' NAME OF SYSTEM ) SPECIFICLOCATIONWHDKSAMPLE TALLECTE SYSii1ON19 MM.yMEANDTHUWWAD ai qzS yP iF NwM , Glw 6arl✓ 2vi 4 `ltx 13-09 ( ) 3S- 1451 ! AMPLE COLLECTED e :(NOW" _ ft-DUIL CAfnuR (Vl IhWP SOURCE TYPE ,., C ❑ SURFACE ❑WELL ❑SPRING ❑ PURCHASED ltl f,.OMBiNAT10N `J�br OTHER SENC REPORT T :(PImt Full N(111t1fha � a m q CdM) L, Fii.tF -gr= r l _WASHINGTONuto TYPE OF SAMPLE �C <MYOM•n IMr GIXomml 1. ❑ ORINKING WATER ❑ Chlorinated fResidual:_Total�Ffee) Check treatment—to ❑ Filtered ❑ Untreated or Other 2. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION or RSAMM 4. OTHER ISDeclty) COMPLETE IF TN13 SAMPLE IS A CHECK SAMPLE f PREVIOUS I AB NO PREVIOUS SAMPLE COLLECTION DATE_ i REM/LRKS: 1 ��o nE ADM 3. 5- 111iiil �I LA ORATORY RES LTS ROB LAB USE ONLY) f MPN-COLIFORM STU PLATE COUNT SAMPLE NOT TESTED f � BECAUSE: MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /'00 ml 1. [] Confluent Growth ❑ Not in Proper Container MF COLIFORM 2. ❑ TNTC ❑ Insufficient Information _ �W ml Provided--Please Read FECAL COUFOR 3. El Excess Debris Instructions on Form ❑ MPN ❑ Mir 4 ❑ ❑ /too Mi FOR ,_ / D,,RWKINO WATER SAMPLES ONLY.THESE RESULTS ARE. Li SATMIACTORY ❑ UNSATISFACTORY SEE REVERS:510E OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO, DATE I.TIME RECEIVED— RECEIVED BY • I DATE REPORTED LAeORATORY i REMARKS WATER SUPPLIER COPY i DSNIi 1>IT3MNry STATE OF WASHING TON DEPARTMENT OF SOCIAL AND HEALTH SERVICES\, I WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION:READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It instructions are not followed,sample wilt be rejected. DATE COLLECTED TI COLLECTED COUNTY NAME MONTH DAY YEAR G� ,ll, /� g AM ❑ PM R Ty(� TYPE OF SYSTEM I IF PUBLIC SYSTEM,COMPLETE: PUBLIC I.D. No. I �' _ O RUi 3ASa ❑ INDIVIDUAL NAME OF SYSTEM CII'( 0'1 'RIKii.nl ��SPUCIFIC LOCATION INAIRIE SAMPLE CyO�L�LECTS SYSTEM BNNEAr AfGR.MINE Am 1Elf�gNE,NO Tar u� a rrwxA�a�,�17E A8'9MhC L Z (MM1TegY Y 17( i89 OL ip r) y Sbl3+so ( ) 35. 163 SAMPLE COLLECTED BY:IN~ At900L CAftwR Ca!(yi 1NATrrTOTL- SOURCETYPE `�,, ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED )CCOMBINATION N or OTHER S p RE RT-f� mom .o kMA M and C.MI It trri HOC) MILL AaF o- 1 il�lf WASNINGTON '7So4;r TYPE OF$AMPLE T. ❑ DRINKING WATER ❑ Chlorinated(Residual:__Total_Free) check treatment--1, C Filtered ❑ Untreated or Other 2- RAW SOURCE WATER 3. NEV.CONSTRUCTION&IWPMPIS 4. ❑ OTHER(specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE i PREVIOUS tAR NO PREVIOUS SAMPLE COLLECTION DATE RE" RKS: (9YfhSat WAM- W-6 r_4984knrE lel g I LABORATORY RESULTS(FOR LAB USE ONLY) MPN OLIFORM STD PLATE COUNT SAMPLE NOT TESTED "\ BECAUSE'. MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /00 ml 1, Q Confluent Growth ElNot in Proper Container ME COLIFORM Q. ❑ i'NTC L.J Prmi iaie+t lease Read �00 ml ProYided--Please n F Read ^ InetWctions on Form FECAL COUFORM 3. LJ Excess Debris MPN ❑ ME 4 Q yy /'00 l FOR INKING WATER SAMPLES ONLY,THESE HESULTS APE'. fF SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIUE OF GREEN COPY FOR EXPLANATION OF RESUI T5 LAB NO. DATE,TIME RECEIVED— RECEIVED BY I DATE REPORTED LABORATORY. p f EMARKS WATER SUPPLIER COPY 0, TO: __ DATE: SCHEDULING AND NOTIFICATION REQUEST FOR PRE-CONSTRUCTION CONFERENCE NAME OF PROJECT: "j AN S ST-EF w4lrirL P a rZ.mry .4c 0, INSTALLATION: 1 2' W A Tz rL LOCATION: A\1.R VrL0 S /2.t; Si 'M 1. Set Date: ((— 11 — S- 7 and Time 30 PI-1 2. Call Harriet in Mnyor's office to book Conference Room Floor 3. Notify Appointed Inspector A 13 OOu L- G A Fw t 4. Notify Contractor/Developer PAPf_ 4. S Ot l S. Fill out attached form, make appropriate number of copies, and route to personnel aEjPL to—meeting, alt. Notify the following City Departments: x Design Engineering x Fire Department X Police Department _ X Street Department Traffic Department Utilities Department X Water Shop Sanitary Sewer/Field Other 6. Telephone the following outside companies: Phone Number Department of Transportation 453-6424 Pacific N.W. Bell Company 235-3012 X Puget Sound Power & Light Company 255-2464 x 4355 - Seattle City Light 628-3066 X Cable TV 228-1180- _�_ Washington Natural Gas Company 622-6767 x 249: Metro-Bus Routes 684-1693 — X King County Inspection 244-0770 - 13 gS- .9 L Z Other IGGwO 1-* 777 - IT'Rn .e.r C OF R�'b z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 o $ MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 ,flA E O,9,TE0 SEPSE�O BARBARA Y. SHINPOCH November 9, 1987 MAYOR MEMORANDUM 7G: Larry Warren, City Attorney FROM: David Tibbot, Project Engineer SUBJECT: 84th Avenue Watermain Replacement Attached please find a copy of the contract for the above subject project which has been executed by Pape & Sons Contruction Inc. Would you please review and advise as to legal form as we would like to start this job as soon as possible. Thank you. Dave TTFot 2H.06.13/DT:ckd Attach ents Richard Houghton I. MUELLER CO. MANUFACTURERS OF WATER AND GAS DISTRIBUTION AND SERVICE PRODUCTS MAIN OFFICE AND FACTORY: DECATUR,ILLINOIS DONALD L. BOWMAN 16308 N.E. 30th Avenue Ridgefield,WA 98642 Phone: 206-5.573-8511511 a r, i aj 5 , i s` N ..0t" OF RF PUBLIC WORKS DEPARTMENT �-;- z DESIGN/UTILITY ENGINEERING 9 235-2631 0IWL MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 9.0 ❑9grf❑ SEP'10� T • GRANT CONSTRUCTION DATE: 10/2lMD.. 1420 NW Gilman Blvd. , Ste. 2853 to-NT . SStee a n Replacemen Issaquah, WA 98027-5327 ATTN: Richard Grant GENTLEMEN: WE ARE SENDING YOU d ATTACHED C UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: u SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ COPIES DATE NumRFR DESCRIPTION AND BUMS Bid Tabulation - 84th Ave. S Steel !:ain Pcplacement THESE ARE TRANeMITTED AS CHI.CKED BELOW: O FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL • FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION '❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN ~ CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS pETURNED AFTER, LOAN TO US COPIES TO: SIGNED Ronald L. Olser TITLE tility F.nRineering IF ENCLOSURES ARE NOT AS NOTED, KLDLY NOTIFY US AT BCE 0 kF, PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERINC 0 235-2631 � MUNICIPAL BUILDING 200 MILL AVE. SG. AENTON.WASH.98055 ` O � SEPtO�'9tiP _T0: CQLUrr.T 1 CONSTRUCTION 9ETE_: JOB ND 9600 Martin Luther King Way South Seattle Washin tin 98118 ATTN• \ :rce _ GENTLEMEN: WE ARE SENDING YOU .q ATTACHED a UNDER SEPARATE COVER VIA THE FOL! OWING ITEMS: a SHOP DRAWINGS ❑ PRINTS o REWOOUCIBLE PLANS ❑ SPECIFICATIONS u COPY OF LETTER a rWlESNUMBER SCRIPT ON APD Mnin ➢nnl nrn f THESE 'IRE TRANSMIT-ED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL FOR YOUR USE ❑ APPROVED AS NOTED A AS REQUESTED ❑ RETURNED FOR CORRECTIONS a RETURIN COPIES FOR CORRECTED PRINTS COPIES T0: RIBUTION a FOR REVIEW AND COMMENTa __ a PRINTS RETURNED AFTER LOAN TO 'JS SIGNED Ronald L. Olsen TITLE :•fit sty. r„y,, IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE October 26. 1987 Renton City Council Minutes Pnae 141 Citizen Comment: Theresa Zimmerman, 813 N. 1st, Renton, requested that the Charles Custer Zimmerman - Historic home at 118 Wells Avenue South be protected as an historic building, Building Preservation particularly in view Of its location in an area designated for civic improvements. She suggested adoption of legislation to impose controls to protect historic built;.ngs within the City, offered to serve on a committee to draft an ordinance, and suggested that the City work with the state agency and King County Historic Preservation Division on the matter. City Clerk Motor reported that a resolution had been adopted in 1976 declaring the Milwaukee Substation on Shattuck Avenue and S. 4th Place, built in 1918, as an historic structure to b, preserved in the City (Resolution #2076). MOVED BY STREDICKE, SECONDED BY MATHEWS, COUNCIL REFER THIS MATTER TO COMMUM3L RVI:F,' COMMITTEE AND ADMINISTRATION. CARRIED. Citizen Comment: Vaupel Versie Vaupel, 1402 N. 2nd, Renton, suggested that a system be developed to - Enforcement of Land enforce the Hearing Examiner's conditions by t..c Building Division, noting Use Decisions violations in her neighborhood. CONSENT AGENDA Items on the Consent Agenda are adopted by one motion which follows the listing Finance: Employee Finance Department recommended broaer of record award for employee Insurance Broker insurance for 1988 through 1990 to Charles Group. Refer to Ways and Means Committee. Board/Commission: Planning Commission submitted annual report for 1987-1988. Refer to Planning Commission Elanllingand Development Commi . Annual Report, 1987- 1988 CAG: 87-031, 1987 Public Works Department suL tted CAG-031-87, Houser Way Rubber Houser Way Ru',berized Railroad Track Crossing - mai_rials only; and requests approval of the Track project, authorization for final pay estimate, commencement of 30-day 'fen period, and release of retained amount of $2,331.00 to contractor, Riedcl Omni Products, Inc., if all require.l releases have been received. Council concur. CAG: 87-0o.), 84th City Clerk reported bid opening 10/21/87 for 84th Avenue South steel Avenue South Stee! watermain replacement; 12 bids received; Engineer's estimate: $123,337.24. Watermain Replacement Refer to d ti gmmittee. MOVED BY TRIMM, SECONDED BY CLYMER, COUNCIL ADOPT THE CONSENT AGENDA AS PRESENTED. CARRIED, CORRESPONDENCE Letter was read from Scott Springer, Lincoln Property Company, 1745 114th Latecomer Agreement: Avenue SE, Suite 100, Bellevue, requesting latecomer agreement for cost of Lincoln Property )2-inch watermain installed on Grant Avenue South between S. IIth and S. Company, uW-694 18th Streets to serve Woodcliffe Apartments, Project uW-694. The letter pointed Out that properties benefiting from the waterline are tax lots 12, 46, 52, 108 and i 14 in Section 20, Township 23N, Range 5E., W.M. MOVED BY TRIMM, SECONDED BY KEOLKER, COUNCIL REFER CORRESPONDFNCE TO UTILITIESCoMMITTFE. CARRIED. Citizen Comment: Seus - Mayor Shinpoch read correspondeice from Gene Seus, owner of Gene's Loop Restaurant on S. 3rd thanking Mayor, City Council, and Police Department for the way the loop.-cruising situation was handled. Mr. Seus noted improvement in access and quality of life for himself and customers, particularly senior citizens. r October 26 19 7 men n City Council ' mingtts Palze 34 OLD BUSINESS Planning and Development Committee Chairman Stredicke presented a report Plannintr and recommending that the Renton City Council take the following actions on the Development ommittee City Initiated Rezone, Group I, parcels: Zoning: City-Initiated Rezones, Group 1 2) Approve the following rezone items in conformance with the staff report,* dated June 24, 1987: B3 (1500 and 1520 Duvall Avenue NE); Cl (Gene Coulon Park at 1201 Lake Washington Boulevard North); C2 (Cedar River Trail natural zone, south side of Cedar River, 1-1/2 miles east of 1-405); C3 (Maplewood Golf Courr- at 4000 Maple Valley Highway); DI (1209 Kirkland Avenue NE); D2 (21 i.ogan Avenue S.' D3 (437 SW Whitworth Avenue); E2 (500 block of Rainier Avenue S.); F2(a) (north of K-Mart along S. 3rd Place at the 200 block of S. 3rd Place 1`2(c) (St. Anthony's School at 336 Shattuck Avenue S.); G1 (junc,,on of Renton Avenue exit and SW Victoria Street); G3 (Talbot Road and S. 200th Street from approximately SE 196th Street (if extended) south to S. 200th Street and from 98th Avenue SE to 140th Avenue SE); HI (west of Renton High School on Lake Avenue between S, Tobin Street and S. 2nd Avenue): and H3 (2800 block of Sunset Boulevard at Puget Pov'. right-of-way). 2) Delete the following rezone items from Council consideration in conformance with the staff report! date) June 24, I987: BI (west side of intersection of I-405 and NE 30th Street on bo,h sides of NE 30th from 1-405 west to Park Avenue); B2 (430 Maple Avenue SW); and G2 (corner of 82nd Avenue S. and S. 126th Street). 3) Set the following rezone items for public hearing: Al (3300 block of Jones Avenue NE--west side before it turns into NE 31st Street); D4 (401 Wells Avenue, 41^ 414 and 416 Williams Avenue); E1 (Group Health Hospital at 275 Bronson Way NE; Vuemont Apartments at 330, 333 351 Vuemont Place NE; and Monterey Manor Apartments at 1901 NE 3rd Street); F2(b) (S. 4th Street between Morris Avenue and Whitworth Avenue); F2(d) (Shs,uck Avenue south of 4th Street--400 block of Shattuck Avenue S.); and H2 0100 block of NE Park Drive--a portion of 1158 Camas Avenge NE). 4) Refer the following actions to the W8y5 a!d Mean�Committee: a. Amend Section 4-710 of the Zoning Code, P-1 Zone, in conformance with the staff report,* dated June 24, 1987, b. Delete Section 4-715, Business Parking Zone, from the Zoning Code, in conformance with the staff report,' dated June 24, 198". c. Amend Section 4-711(B)(I)(c), Business Zone, of the Zoning Code, in conformance with the staff report,' dated June 24, 1987. MOVED BY bfREDICKE, SECONDED BY KEOLKER, COUNCIL ADOPT THE COMMITTEE REPORT AS PRESENTED. CARRIED. 'Staff Report, dated June 24, 1987, attached to Council Minutes. Plat: Preliminary, Mary Councilwoman Keolker noted receipt of clarification from Hearing Examiner Ryan, PP-87-052 Pro Tempore regarding Mary R an Preliminary Plat, tabled on 10/21/87. MOVED BY KEOLKER, SECONDED BY STREDICKE, COUNCIL APPROVE THE PRELIMINARY PLAT WITH CLARIFICATION LANGUAGE FRbv' THE HEARING EXAMINER PRO TEMPORE ATTACHED 70 REPORT; AND REFER Tl : MATTER TO WAYS AND MEAN-SCli TTEE. CARRIED. Utilities Committee Utilities Committee Chairman Clymer presented a report concatring in the CAG: 87-065, 84th recommendation of the Pubic Works Department to accept the low bio of Avenue South Steel Pape and Sons Consttuction, Inc, in the amount of $89,238.17 for the 84th Watermain Replacement Avenue South Steel Watermain, *W-925. The Committee also recommended that the Mayor and Citv "ItLk be authorized to execute the contract. MOVED BY CLYMER, SECONDED BY HUGHES, COUNCIL CONCUR IN THE RECOMMENDATION OF THE UTILITIES COMMITTEE. CARRIED. c UTILITIES COMMITTEE COMMITTEE REPORT OCTOBER 26, 1987 84th Avenue South Steel Watermain Water Project No. W-925 TRe erred 10/26/97) Thy Utilities Committee concurs in the -econmendation of the Public Works tment to accept the low bid of Pape & Sons Construction Inc. is the _nt of $89,238.17. The Committee also recommends that the Mayor and City Clerk be authorize to execute the contract documen Earl Clymer, Chairman Robert Hughes, ina�— Nancy Mathews, Member 1J.19.DRT:mf CITY OF RENTON 2 PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Richard C. Houghton, Director October 23, 1987 RECEIVED OCT 26 W7 Earl Clymer, Chairman cay OF RtNioN Members of the Utilities Committee M1y 12UNCR SUBJECT: 84TH AVENUE STEEL WATERMAIN REPLACEMENT WATER PROJECT NO. W-925 Dear Committee Members: The bid opening for the subject project was held on October 21 , 1987. A tabulation of the bids received is attached hereto. The project is budgeted for $133,000.00 in the 1987 Water & Sewer Construction Fund. It is recommended that the low bid, submitted by Pape & Sons Construction Inc. in the amount of $89,238.17 be accepted and the contract for the subject project be awarded to said contractor. Very truly yours, Ricnard C. Houghton Public Works Director 1J.19.DRT:mf Attachments 200 Mill Av•nue South - Renton, Washirgton 98055 - (206; 235-2569 UTILITIES COMMITTEE COMMITTEE REPORT OCTOBER 26, 1987 84th Avenue South Steel Watermain, Water Project No. W-925 e errea /8 S The Utilities Committee concurs in the recuawnendation of the Public Works Department to accept the low bid of Pape & Sons Construction Inc. in the amount of $89,238.17. The Committee also recommends that the Mayor and City Clerk be authorized to execute the contract documents. Earl Clymer, airma` Robart Huc, .ac hairman Nancy ath �tuber I 1 1J.19.DRT:mf CITY OF RENTON PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Richard C Houghton, Director October 23, 1987 RECEIVED OCT 2 6 1%7 Earl Clymer, Chairman CITY OF RttvlUN Members of the Utilities Committee CITY COUNCIL SUBJECT: 84TH AVENUE STEEL WATERMAIN REPLACEMENT WATER PROJECT NO. W-925 Dear Committee Members: The bid opening for the subject project was held on October 21 , 1987. A tabulation of the bids received is attaches' hereto. The project is budgeted for $133,000.00 in the 1987 Water & Sewer Construction Fund. It is recommended that the .ow bid, submitted by Pape & Sons Construction Inc, in the amount of $89,238.17 be accepted and the contract for the subject project be awarded to said contractor. Very truly yours, 4- -�r7 Richard C. Houghton Public Works Director 1J.19.DRT:mf Attachments 200 Mill Avenue South - Ren,on, in 98055 - (206) 235-2569 BID TABULATION SHEET PROJECT : 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT DAT E • OCTOBER 21, 1987 PAGE TWO BIDDER BID GRANT CONSTRUCTION I Dp 713 . 9i 1420 NW Gilman Blvd. , Suite 2853 Issaquah, 'NA 98027 KOHL EXCAVATING INC. 3330 East Valley Road Renton WA 98055 PAPE S SONS CONST. , INC. % 89 Z38 /6 9512 Sta*e Fwy 16, NW Gig Harbor, WA 98335 BERT ROBISON CONST. 6 ASSOC. P.O. Box 5007 Kent, WA 98064 MERLINO CONST. CO. , INC. _ 9125 10th Avenue S. Seattle, 1YA 98108 BOLLES CONSTRUCTION, INC. � 45173 18844 NE 84th Street Redmond, WA 98052 12 '1 . 33? . Z sL- BID TABULATION SHEET PRO J ECT • 84TH AVENUE SOUTH STEFL WATERMAIN REPLACEMEN DATF— • OCTOBER 21, 1987 BIDDER gip ARCHER CONSTRUCTION, INC., ( (C� 487 . Co 7 18211 East Valley Road Kent, WA 98032 ALLIED CONSTRUCTION 725 141st Place NE Bellevue, WA 98007 COLUCCIO CONST. CO. ( 23 S77 , 9 9600 Martin Luther King Way South Seattle, "" 98118 DEL-MAR CONST. CO. 47 "t46. (o Z 15624 7th Avenue E. Tacoma, WA 98445 DUSKE CONST. CO. D cldgr O ^4206 183rd Avenue SE Kent WA 98042 FURY CONSTRUCTION CO. QS 14536 415th Ave. SE North Bend, WA 98045 r+4:11-M-S•_._ _ � [!h d laetas.hllia krh OaoY� t Ntn M S!1111 kia hWITp:eant City d AMW EmY+dr lmtra[ta bweta NMradY Wndr I" 1 - 1 W4. atr Itw W Nao-utie N!t [d. Nit 1!1 Pit Iq Nit lit Wt W Idt lid Nit lid I�b n. 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M.IN 10.n ti,W.A ---..10.0 SWA 23.0 n.M.IE 15.4 $I'mm -- 3.0 7i0E.N 20.10 IMA 9.04 tao 12A Wa.Y 19.9E to," %.N MNA VA i t.N M.ntm-'i;Om:ar7s.Om.ac--rlJrBE'IEAN'-"W:TiS.s71.i-'r.ElS:w-1Ibf.N'-"7:E�Er KW:OE----W M-C.11E:N ___.-� - W.M.p W,960.0 W.NR.n m.517.71 W."A W.9E.0 _.RAM. -R.S RAOAC -W..MQ--_'..1t,7p7'------ W,901.N W,1Q.56 m119.6 W.MA "At W.1Qd0 W.NN.N I„ 9 w-yz� qw City of Renton Public Works Oepartment S4th Ave S Steel Main Replacement City of Renton BID 041E Oct 21. 1987 Engineers Estimate Item 8 Description Unit Est. Unit Bid No. No. Quantity Price Amount B4tn Ave S Steel Main Aeplacemert City of Renton BID DATE Oct 2), 1987 Engineers Fstimate Item 8 Description Unit Est. Unit Bid No, 40. quantity Price Amount SCNEDUIE A 001. 612' Ductile Iron Pipe Ninear Foot 1300 38.00 149,4GC.00 Tytoa 30i11 002. 612" Gate Valve v;2" by pass $Each 2 1200.00 12,400 00 OC3. 68` 66te Valva WlCast Iron Valve Box$Each 4 750.00 $3.000.00 004. 66' Gate valve W/Cast Iron Valve lox$linear Foot 2 450.00 S90D.00 005. Hank run Gravel for Trench Backfill$Ton $40 7.50 14,050.0 006. 6518 Minus Crushed Rock for Paveaent$Ton 490 12.50 16,125.00 Patching And Shoulder Restoration And Trench 9ackfill 007, 6ASPhalt Concrete Class "8" for $Ton 21 85.00 $1,785.00 Pavement Patching 008. 0ater Service - Type I $Each 1 350.00 9350.00 M. 64ater Service - Type II $Each 19 650.00 112,350.00 010. 6Water Service - Type III $Each 1 750.00 $750.00 011. 62' Water Service Without C ar $Each 1 1250.00 S1,250.00 012. Wr and Vacuum Valve Hach 1 850.00 1850.00 013, 6Rock Retaining Wall for Fire $Square Yard 35 35.00 11,225.00 Date: 06.Oct-87 City of Renton PybliC Morks Department 8/th Ave S Steel Main Replacement City of Renton BIC DATE Oct 21, 1987 Engineers Estimate Item b Description Unit Est. Unit Bid go. Ho. Quantity Price Amount Hydrant 014. 62' Permanent Blow-off Assembly (Each 2 350.00 $700.00 015. 65olid Rock Excavation #Cubic Yard 50 65.00 13,250.00 ST Sub Total SCHEDULE A $88,365.00 IX 8.11 Sales Tax S7,159.19 IT Total SCH 'ULE A $95,504.19 SCHEDULE B 001. 612" Ductile Iron Pioe (linear Foot 1400 15.50 $21,700.00 ryton Joint 002. 68' Ductile Iron Pipe Tyton Joint (Linear Foot 84 12.50 T 050.00 CO3. 66' Ductile Iran Pioe Tyton Joint (linear Foot 35 8.50 1297.50 004. 65' M.Y.O. Fire 8ydrant Assembly #Each 6 450.00 S2,700.00 Complete ST Sub Total SCHEDULE 8 125,747.50 TX 8.1% Sales Tax $2,085.55 TT Total SCHEDULE B $27,833.05 Total all Scheduals $123,377.24 t i 'ar/ CITY OF RENTON Plan Holder's List W-926 84th AVE. SOUTH PROJECT NAME: Steel Water Main Replacement PRICE: $25.00 + $5.00 Postaoe PRE-QUALIFICATION DUE DATE: N/A TIME: N/A PLACE: nainee0rina Department i Clerks ice ith DID DATE: October 21, 1987 TIME: 2:30 p.m. PLACE: Submit Bid to Rid Dpnninn in F'Innr rnnfaranru RM. CITY PROJECT ENGINEER: David Tibbot CONSULTANT: N/A _ PHONE: 235-2631 ENG'S ESTIMATE: $100,000 to $150,000 PHONE: N/A MOUNfi DATE DATE PLANS DATE CHECK NAME PAID ISSUED RETURNED REFUNDED 0. Maxine Motor, Renton City Clerk ------ _200 Mill Ave. So. , 1st Floor Renton WA 98055 235-2501 . . . . . . . . . . . . . . . . . . . . . . . . 1. Pacific Water Works Supply Co. , Inc. $25.00 10-9-87 _ P.O. Box 3515 Seattle WA 98124 223-0400 . . . . . . . . . . . . . . . . . . . . . . . . 2. ALLIED CONSTRUCTION $25.00 10-12-87 725 - 141st Place N.E. . Unit #1 Bellevue WA 98007 641-7471 • . . . . . . . . . . . . . . . . . . . . . . . . 3. FRANK COLUCCIO CONSTRUCTION COMPANY $25.00 10-12-87 9600 Martin Luther King, Jr. 'day South Seattle WA 98118 722-5306 . . . . . . . . . . . . . . . . . . . . . . . . 4. ARCHER CONSTRUCTION, INC. $25.00 10-12-87 18211 East Valley Road Kent WA 98032 251-8153 . . . . . . . . . . . . . . . . . . . . . . . . 5. Bert Robison Construction Inc. & Assoc. $25.00 10-12-87 P.O. Box 5007 Kent Wa 98064 852-0930 Plan Holder's List W-92S 84th AVE. SOUTH PROJECT NAME: Steel Water Main Replacement PRICE: $25.00 + $5 .00 Postage 4h Flo PRE-QUALIFICATION DUE DATE:N/A T1ME:N/A PLACE: En ineering-Department BID DATE: October 21, 1987 T[ ,.Suriit ITTO itTler s lee Wth PLACE: $i nnenion in 4th Floor rnnforanre Rm. CITY PROJECT ENGINEER: David Tibbot CONSULTANT:N_/A _ PHONE: 235-2631 ENG'S ESTIMATE: . 100,000 to $150,000 PHONE: N/A ) S AMOUNT DATE CHECK NAME PAID ISSUED RETURNED REFUNDED 6. Fiorito Bros. , Inc. $25:00- 10-12-87 1100 N.W. Leary Way Seattle WA 98107 789-6110 7. U.S. Pipe (Wayne D. Pederson) $25.00 10-13-87 6300 Southcenter Blvd, Suite 207 Tukwila WA 98188 246-0306 . . . . . . . . . . . . . . . . . . . . . . . . 8. Manfred Duske Co. $25.00 10-13-87 24206 183 Ave. S.E. Kent WA 98042 432-2550 9. Grant Construction $?S.on 10-13-R7 _ 1420 N.W. Gilman Blvd #2853 Issaquah WA 98027 _ 391-5698 10. Bolles Construction, Inc. $25.00 10-74-87 18844 N.E. 84th St. Redmond WA 98052-3321 868-0866 . . . . . . . . . . . . . . 11. Target Surveyors Inc. Rio-on 10-15_R7 1275 12th Ave. N.W. , Suite 14 Issaquah WA 98027 392-8533 Plan Holder's List W-925 84th AVE. SOUTH PROJECT NAME: Steel Water Main Replacement PRICE: $25.00 + $5.00 Postage 4 tth �l-- PRE-QUALIFICATION DUE DATE:N/A TIME:N/A PLACE: Enyineerin_q_Department ---- -- --- Su mic-F, t3—�it Clerks Ufl'ice-.lith 81D DATE: October 21, 1987 _ TIME: 2:30 p.m. PLACE: Bid n n; ; y Ftnnr rnnfaronre RI,., CITY PROJECT ENGINEER:_ David Tibbot _ CONSULTANT:N/A PHONE: 235-2631 ENG'S EST114ATE: $100,000 to $150,000 ! PHONE: N/A AMOUNT SATE PLANS r,,i1TE CHECK NAME PAID ISSUED RETURNED REFUNDED 12. Pape & Sons Construction $30.00 10-15-87 9512 State Hwy, 16 N.W. Gig Harbor WA 98335 13. Del Mar Construction Co. $2S-00_ In--16- 7 15624 7th Avenu, E. Tacoma WA 98445 531-5626 . . . . . . . . . . . . . . . . . . . . . . . 14. Kohl Excavating, Inc. $25.00 10-15-87 3330 East Valley Road Renton WA 98055 251-8820 • . . . . . . . . . . . . . . . . . . . . . . . . 15. Gary Merlino Construction $25.00 10-19-87 9125 loth Avenue South Seattle WA 98108 762-9125 . . . . . . . . . . . . . . . . . . . . . . . . 0 City of Renton Call for Bids 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 Sealed bids will be received until 2:30 p.m. , Wed. October 21, 1987 at the City Clerk's office and will be opened and publicly read in the 4th floor conference room, Renton Municipal Building, 200 Mill Avenue South. The work to be performed within 40 working days from the date of commencement under this contract shall include, but not be limited tc: Install approximately 2.00 lineal feet of 12" Ductile Iron Watermain, Fire Hydrants, and Water Services together with all required appurtenanc( s, and the complete restoration as set forth in the design drawings and specifications. The City will supply all fire hydrants, 8 and 6 pipe, and approximately 1400 lineal feet of 12" pipe. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a non-refundable fee of $ 25.00 each set plus $ 5.00 to c3ver postage, if filed. A certified check or 1 d bond in the amo" ,t of five percent (5X) of the total amount of each bid must acc,3mpany each bid. The city' s Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: October 7 and 14, 1987 Acct. #51226 Daily Journal of Commerce: October 9 an.'. 16, 1987 ENDING F FI PtF TITLE V Y � t� el M , : ti RL P /CA hk GA '�