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10i15i0.2 20:40 FAX 2536399625 �ITESTR.ATER CONSTR TRANSPORTATION SYSTEMS -TRAFFIC OPERATIONS TRAFnC CONTROL PLAN raj" coNmmucnoN COMrANY: 1$,,,� C_.,.A C4.APPL DATE ADDRS99: 1 - ��_ D..Lr......_D iP../ PSRWT l (�•� 0.9 A FEMME /: COT SMYCnoN sur.HRnvT04DENT.- HOB./C T- I: (.Ma 30 P9011CT 5 F FAX C. P2;Or8.iCf LOCATION: N/S/S/w OF: ram^ .►—�T- lioRK Tam 7 . s o AAf - A 'em APPROVED BY: JU N WORK D,NrRi /0//6 APPROVAL DAT=: I CO - IS —<n) Z NOTM- 11 WORK Z(Wj 77UMC CONTROL SEU11. HS IN ACCORDANCE V= M-LKUAL ON UNIFORM TRAFFIC CONYM D$VICSS (MUTCD)" 2:1 CALL 911 (US1NG A Loc.AL PHONK) ON 250-Al2-2121 (USING A CELL PUONE). TIRE. ►ND POUCI DBPAR'I9IMM EMRY ANY CLOSURE IITTSIId PUBIC KGBT OP WAY. 31,1 CALL Mir= TRjM11T CaNTWX CENTCR AT (BOO) 684-2M AT UMT TWENTY --POUR (24) HUURe DVORS ANY SIBIXT OR LANZ CLOSURE AND 30 hMFU 8 BETORZ THZ ACTUAL CID -RUES. 4) PLAN YIIVT at Ott AT IYA T TM= (3) VD=NG 1UTY PHIaR T13 Tn= 5) APPROV)eT7 TRAFFIC CONTROL FLAN HUSK BX AT THE TM 91717 DURING WORK HOURg- 0) ANY V8=Z AWOR EQU11nM? TO BE UMM FOR TDHK TTTHIN T" C= REM OF ZAY HUWr IIL"LAy A COMPANY LX0 (ANy LW,&MY ACCEPTAME 9G1V S801ING A COWPANY NAW. ADDRR2S, AND TEMMON7 NUMBER) AT A CON fCMjn PLh= ON TIC VMU= OR EQUi UM7. v s szG ouw ►�tx_ ��K-„4S �-�{ . r R-g�:-�+ o� 6 x oaajj&LA- L�P✓ SICstJs TO w a-0-4 i (z F-P-A C- —NORTH— aj f`,..3�432 4 I lL1 a ; x CDC--c '- :• I have been informed of my responaibilities for traffic control and 0VFcK cCpY cgrea to comply With off traffic�regfultions Cf the City of Renton. a� SIGNATURE; DATE: hy10 L POLXE Q \I'MIIC ov�loa\1v�F�1S�] .AI U"Y. r- 10/15/02 20:40 FAX 2536399625 WhYl SEP-11-2G2=' 11= s2 C I T r 0. RENTON PSFW represent i n g = ' agroe to comply with all traffic regulations of the Ciry of RCIItOR- I shall ptpare a traffic plan and. obi City approval of that plan. That plan shall ba implemented for nit lam aisall be ormcd in compliance with &t Manual on sired. sad lane closers, and the P � fur (24) hours Uniform Traffic Costttol Devices. I shall notify ctntxg�cy �'� �°�''o in befOct airy sa=t or lane clostnrs. 1 understand any 1we or ce sLrod �clast es CY conformanwith the approved traf& control plan and/or without nodfi t o S,ices mw�y result in my receiving a citation for violation of R-C.W. 4736200 through .e 4736=0, 9A36.050 R .-Wens Endangament..aM other gpplicable State and Ciry codex- . I cectiy I am tespon.4ible for the pc+gjtxt and tt>oe respothst�le party to be c" for violation of 1LC-W- 4736200 through 4736-220 or 9A36.050 R=kless Ends ngerm to and otter applicable Suitt tied City codes. 5- SS#: A _ A HOT ADDRESS: WORa PHONE: S3- 6 31- N U HOME PHONE: %S 3- 63 J- l 9 > 9 COLOR EYES: WAMONGTON STATE DRIVERS LICENSE NUI MM- N 9A ` Y Oft L/ 8 *1 TOTAL F•. C- CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS R114 R114 ROAD CLOSED ROAD CLOSED TO TO AV AV Aff liff THRU TRAFFIC THRU TRAFFIC TYPE III-1 TYPE III -IA TYPE III-1B R11-4 R114 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC THRU TRAFFIC DETOUR DETOUR M4-10(R) A1410(L) TYPE III-2 TYPE III-2A TYPE III-213 R11-2 R11-2 R11-2 ROAD ROAD ROAD CLOSED CLOSED CLOSED DETOUR DETOUR A4410(R) M4-10(L) TYPE III-3 TYPE III-3A TYPE III-B DETOUR DETOUR DETOUR ► 4-9(L) K-9(R) MOM ROAD CLOSED R11-2 APPROVED BY: TYPE III, R11-2, R11-4, M4-10 (R)/(L), M4-9 (R)/(L) DATE: 06/22/00 SHEET: 1.0 J M4-8 DETOUR i I t M3-4 ►PEST 512 MI-601 I M6-3 �—I- 4.j NOTE: Signing shown for one direction only. LEGEND • ® Type i1t Borrlcode Typical application - Roadway closed beyond detour point CLOSio R11-2 NOTES 1. Regulotory. troffic control devices to be modified as needed for the duration of the detour. 2. Flashing warning lights•(Type A MUTCD) sholl be used to mark barricades at night as needed. 3. Detour trot lblozers shot be installed as necessary throughout detour route. R OADCLOSED LY RI I-3c \ DETOUR M4_ p 1OL 'r DETOUR M4-8 WEST M3-4 512 M1-601 M4-8 M3-4 M1-601 M5.1(L) SIGN SPACING TABLE Roadway Type Speed x ffreewayys and Expreslwoys 55/65 MPH 1500't (or as per M T ) Rural Roads 45/55 MPH 500't Urban Arterials 35/40 MPH 350't Urban Streets Residento1 and Business 25/30 MPH 200't Districts ineorporat*d changes to Choptsr t Of MUTCO and resigned SJD OATS REVISION APPR'D AGENCY UeE TRAFFIC CONTROL PLAN WASHiNGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHiNGTON APPRDVED MONTH DAY, YEAR STANDARD PLAN K-3 10/18/02 21:27 FAX 2536399625 WESTIVATER CONSTR 201 11 WESTWATER CONSTRUCTION COMPANY 31833 KENT BLACK DIAMOND ROAD AUBURN, WA 98092 Phone: 253-631.2420 Fax: 253-63"625 Fax To: �D _. �. - Y.,p�. kj&-� Fa= 30 - 7 a Yl Darts: jo Phone: Pages: - 3 ATTENTION: l� f-fa-&"' ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply /"0" C o� per` 10/18/02 21:27 FAX 2536399625 _ WESTWATER CONSTR 0 TRANSPORTATION SYSTEMS-TWFIC OPERATIONS TRAFFIC CONTROL PLAN CONTMUCTION COMPANY: APPL DATE: lOf� oa ADDIMM; ! 3 3 - Phi CONSTRUMON SUP2RINTE1DE": MOB./cm /: (;tv6)) 3 0 PRoJEGT NAWL- FAX / (,zs 3) b " 9 6 A S' paon= LOCATION: J 's r N/g/y/1r 0P: WORK T=3 i s O - •Z ; APPROVED BY: WOM DATKI /o Al APPROVAL DATE: NOTM- 1) WOM IONS 72UMC COKTROL SELkU BE W ACCOJtDAI4C2 W= MANUAL ON UMORM MAFFIC C INTM DEVU 8 (MUTCD)- . a) CALL all (USING A LOc4L .Faolfa) QR. 2S9-DS2-Q1Y1 (UMG A CELL. PNONE). TM. AND POUCZ DEPART== WORK ANY CLOSURE IILTHIId PUHUC RLGHT OF RAY. 8) CALL WW= THAIET COIf'!'B03. Ci L7� AT (C00) 084 2M AT ISAV TWENTY—FOUR, (SA) RUM BUQRR ANY STSEZ I OR LANE CLOSU K AND 30 laNUTHS BMRZ TUN ACTUAL CIDSIIIil>~ A) TM PLAN UM 8R 9URM7 D AT LEAST ?W= (3) WQMTG BAYS FBIQS TO SQ= 6) APPbt1JM ,TRXMC CONTROL FLAN M= BE AT THE TORK SITS DUWNG TOR[ HOURS. d) An vCIR AND/OR TO B! 17SSb POR W= WMUN TEEN CITY BLOW OF TAY 1im D15PL&Y A CoMpANY LOGO (ANY L$ AUy AL1C8P"i'AM SIGN MIOWING A COMPANY HARE. ADDID�. AND TItLMWM NUS) AT A CQNSP=OU9 PLACE ON TIM TZE=Z OR ZQVWWM. cajacc 3: I 1 d 4 � � iokq $ - ! v T E- -=p -r 4� Z 3 e�y 5 I have been informed of my responeiWitias for traffic control and 9Cx M agree to comply with ail traffic regulations of the City of Renton.c SIGNATURE: DATE: M'� c\=^"W 01=,,,MW\,0WNCw%PJb3 r —NORTH— �n U 10/18/02 21:27 FAX 2536399625 WESTIPATER CONSTR 4EcP-11-2e22 11:42 CIT`' 0,= RENTON PBPW ��� M /� • represeming .4. agree to comply with all traffic rcgulations of the Ciry of Renton. L shall pmparrc a traSiC control planand. obtain Cityapproval of that plan. That plan shall be implanenred for all street W d la.nc clozmns, mod the plan shall be performed in coaspliancc with ibt Mivaual on Uniform Traffic Control Dcvicts- I shall notify uaergeney Wrvices twenty-four (24) hours before any street or Lana closures. I understand any lane or street closures not in conformuft c with the appmvad trASe eantrol plan and/or Witham not f=tion of emergency seryie= may malt in my receiving a citation for violation of R-C.W. 4736.200 through 4736.220, 9A36.050 Rackless Endangerment.. and ether applicable State and City codes - I C=Iif'y I am responsible for due projeat and The responsible party to be cited for violation of R-GW. 4736-M though 4736-220 or 9A.36.050 Reckless EadangermW4 and ad= applicable 6`= tad City codes. D.OB :_ 7 �� g � y' 1 SS#: .57) 6 91 HOME ADDRESS_ '3 17 3 3 WORK ADDRESS:. a M W ORK PHONE_ A S 3- 6 3 i- I q;�' 0 HOME PHONE: S 3- 6 l J 9 9 COLOR EYES: 6 WPIG�iT: i is HEIC3��T: S COLOR WA`�GTON STATE DRIVERS LICENSE NUMBER: Al F� L Y 0.4 y 9 8 Q 70TRL P..C3 CITY OF RENTON „LL . PlanningBuilding/PublicWorks Department J e Tanner, Mayor Gregg Zimmerman P.E., Administrator September 24, 2002 Tom Caplis Westwater Construction Company 16209 SE 173`d Pl Renton, WA 98058 SUBJECT: HIGATE LIFT STATION ELIMINATION: MATERIAL SUBMITTALS Tom: Enclosed are copies of the construction material information that you submitted for the above referenced project. Except for the submittal for "Pipe Bedding", the City takes no exception to these submittals. As we discussed at the preconstruction meeting, pipe bedding material shall be pea gravel. If you have any questions, please call me at 425-430-7279. Sincerely, ohn Hobson Wastewater Utility HAFile Sys\WWP - WasteWater\WWP-27-2109 Higate Lift Station Elimination\Construction\Submittal_Review: ;�VDU�� 1055 South Grady Way - Renton, Washington 98055 N T O N This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE WESTWATER CONSTRUCTION COMPANY LETTER OF TRANSMITTAL 31833 Kent Black Diamond Road Auburn, WA 98092 Office: 253-631-2420 Fax: 253-639-%25 TO: CITY OF RENTON-5T" FLOOR 1055 SOUTH GRADY WAY RENTON, WA 98055 RECEIVED ��� ti 0 2002 CITY OF s -- S kgILkV CAG-02-151 1 10/8/02 JOHN HOBSON Higate Lift Station Elimination WE ARE SENDING YOU _x Attached _Under separate cover via the following items: _Shop drawings _Prints _Plans _Specifications _ Samples Copy of letter _Change order _ Other: 1 Certified Payroll #2- Westwater Construction THESE ARE TRANSMITTED as checked below: x_For your approval _Approved as submitted _Resubmit _copies for approval _xFor your use _Approved as noted _Submit _copies for distribution REMARKS: t"l w16 �� tee °` Yo tb �. .� i�O►�co�� ` t * °� . SIGNED it �: • -1L1'I:r��7f:7t}L'{�-������©�©�-®�___-_------- :< �_ � 1 1 1 1 • X I i r Pate: I. Diann Neal, Bookkeeperlo hereby state: (I) That 1 pay of supervise the payment of the persons employed by Westwater, ,Construct. on the !i►mot". that daring the pavroll period commencing on the %belay of.SkkR, 2002, and ending the tj%%day of SAf ., 2002, all persons employed on said project: have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said WaSN%A'j` (A"% from the foil weekly wages earned by any person, other than permissible dedrrctiorrs as defined in Regulations, Part 3 (19 CFR SUbtille A), issued by the Secretary of Labor Under the Copeland Act, as amended (98 SIaI. 9113, 63 Slat. 108, 72 Stat. 967; 76 Stat. 357; 10 U.S.C. 276c), and described below: (2) That any payrolls otherwise under this contract required to be stibinitled for the above period are correct and complete; that the wiige rates for laborers or ►nechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for ea( h hborer or mechanic conform with (lie work he performed. (3) That. any apprentices employed in the above period Ire duly registered in a bona fide apprenticeship program registered with a Slat( apprenticeship agency recognized by the Bti eau of Appr+.,oliceship and Training, United Slates Department of Labor, or if no sircli recognized agency exists in a Slate, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (,I) That: (a) WIIERF FRINGE BENEFITS ARE PAID -1-0 APPROVED PLANS, OR PROGRAMS - in addilion to the basic hourly wage rates paid to each ` laborer or mechanic listed in the above referenced payroll; payrnents of fringe benefits as listed in the colibact have been or will he made to appropriate programs for I he benefilt of such employees, except as nnled ill `ledio ll °I( r:) below (b) Wl fl::Itt_ I RIVIGI. BFNLFI IS ARL PAID IN CASI I u - Each laborer or mechanic listed in the above referenced payroll has been laid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plies the amount of the required fringe' benefits as listed in the conlrad, except as noted in Section 'I( c) below. ( c) EXCEPTIONS EXCEPTION (CRAFT_ EXPLANATION REMARKS: Employee Deductions for Medical & Pension Plan: James Phonpadith- $4.00/I-Ir David 'Tompkins- $8.00/1I11 NAME AND I I I_t L1AI UKL Diann Neal, Bookkeeper THE WILLFUL FALSIFICATION OF ANY OF TI IF ABATEMENTS f lAY — - SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL. OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. 10%04/02 21:38 FAX 2536399625 ITSTII'ATER CLTY OF RENTON TRANSPORTATION SYSTEMS -TRAFFIC TRAFFIC CONTROL PLAN CONSTR 02 OPERATIONS I CONSTRUCTION COMPANY: APFL. DATE t / 0 L X D;I- ADDRESS: J - PET43 ' f LAJ FHONB #: gn) J,3/-AIVAD CO3V2MUCTinN svpsan TRNDEN - moa/mr_ t tigojxf_T NAVE: J. - PR07SCT LOCATION: 1�. c AO� S7 x /lN OF: �Oge, 4,Ve WORK TI1iEi 7 00- ." oU APPROVED HY: +U3`3 C WORK DATBj Iv 3- APPROVAL DATY' 1()- O - Oz NOTE& 1) V= 20M TRAPYIC CONTSOL SHALL BE JN ACCORDANCE W= MANUAL ON UM"RM 7%AMC CONT=L DZV=ZS (HUTCD). 2) CALL 411 (UM" A LOCAL pHONX) OR Y59-nsz-21E1 (USING A CBT-I. PHONE). FMIs. AND POUCL DEPARTIM"P9 BEFORE ANY CLOSURE TMON PUBLIC )'SIGHT OF WAY. 3) CALL UP?= TRAKWT CON'SVL CM7= AT (WO) 0"-max AT 211b'T T INIT-FOUR (24) UOU BMIX ANY SML T OR LANE CXXW Y AND '30 AUNU IM BZYQ= THE ACTUAL CLOSUk& A) TBIS PLAN YQ3T BE SURIL( TF.D AT IYASTf TSIM (3) TOMNG JILTS FMOR TO YORE. 5) APP20VED .77AMC CONTROL PLAN Y1TS'T HE AT THE WORK Sn7g DU 3UNG T09K ROURS- a) ARY VEMCLa AND/OR XQUERK rfT TO BY UMW FOR YORK TnMN THE CITY RIGHT OF WAY MUST DISPLCY A COWANY LOW (ANY LEGAUY ACCEPTAW !NGN MOVING A COMPANY NAW. ADDRESS. AND CRONE NUIOM) AT A CONSPICDOUS PLA ON T)3Y VKHI= OR BQUIPI4101- COipLffiiIS: L 1- d l t t �G q_ SH�L C3E ��ovg�p wkTti 6Te.,E:L_ coW H%K P-cWt-�A—T w1TH PsP�RoP1Z1J�i 15G:NSTo wP%RN SKETCH VEHkCQL.OcR- rr"D GEDi5T(L 9, �1 c� • z 1 4� - - �i F �' E- i1 4 OFFICE r pY T- I hCve boon Informed my responaiblities for trafflc control and CONTRACTOR 4grea to c of ArOffic re7-e io^^tions of the City of Renton. n�cr of K. n� SIGMA RATE: / 0 P( FtaYo a xewft va.���v�cw►w 10/04/02 21:38 FAX 2536399625 WESTIVATER CONSTR 203 C I T`r' OP PENTON PBPW r �� /Q • /V representing VV . 4� . �;- ag= to comply with all traffic rrgulations of the City of Renton. I dull pcoparc a traffic contra[ plan and. obmin City approval of that plan. That plan shall be implemafltcd for all sued and lane closures, cad the plan d all be performed in campliw= with tht Mamml on Ltnifotm Traffic Cosrtmi Dev es- I shall notify emetgencY serviaw rweuq+-f61r (?.4) hours bc,m � =Cct or lave cl�n�es. I understand any lane or sL clasurzs not in mnf=mzn= with ft approvod tmfFc control plan and/or withain nor_'f=60n of C==900cy may;= mmy rcs.dt in my rexiving a citation for violation of R-C.W. 47.36.200 duough 4736.220, 9A36.050 Reddens I`ndangertncnt,.and other *PP4=ble Stare and City codes. I C= fy I am regm Bible fey the prglax and the cesgorisi`ble putt' to be cited for violation of R.C_Q7. 47362W titroagh 47-36=0 or 9A.36-050 Rxklc$s Eadangcsu=M and od= appucablc StaW and Cit9 codes- D.OM.• 7 g 5/ SS#: HOME ADDRESS:• -- A uJa WORK ADDPLESS: WQRK PHONE: S 3- 6, i-� Y L U HOME PHONE: COLOR Em: 6 WEIGHT- 7s I'Ma Z : s - // COLOR WASHINGrON STATE DRIVERS LICMSE NM ME3L- Al 5-A L- Y PA y S r TOTAL F•. C� M4-8 DETOUR M3-4 MEST 512 M1-601 M6- 3 D . NOTE: SignI one d ��/ NOTES MORKARE / 1. Regulatory traffic control devices to be modified ROAo as needed for the duration of the detour. i ( * _ _ _ CLOSED RII-2 2. Flashing warning lights•(Type A� MUTCO) shall x be used to mark barricades at night as needed. 3. Detour trallblazers shall be installed as necessary n1t0A throughout detour route. / I w20- 3 ROAD CLOSED XX MILES 4� LOCAL TRAFFIC ONLY RI1-3o « « DETOUR M4-IOL I I I I I II I i I LEGEND ® Type III Barricade Typical application - Roadway closed beyond detour point M4-8 M3-4 M1-601 IS-I(L) SIGN SPACING TABLE Roadway Type Speed X Freewgs and xpres ways 55/65 MPH torsos ! per M T ) Rural Roads 45/55 MPH 500'! Urban Arterials 35/40 MPH 350't Urban Streets Residentol and Business 25/30 MPH 200't Districts I htOrWO"d ChOnges to Chapter t Of WTCD and rts)gnee SJD DATE I REVISION IAPPR'D FOR LOCAL TRAFFIC CONTROL PLAN MASMINCTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, MASMINCTON APPROVED MONTH DAY, YEAR STANDARD PLAN K-3 AadA CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS R114 R11-4 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC TMRU TRAFFIC TYPE III-1 TYPE III-1A TYPE III-1B R114 R114 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC Ju THRU TRAFFIC DETOUR DETOUR u M4-1(O(R) AN 10(L) TYPE III-2 TYPE III-2A TYPE III-26 R11-2 R11-2 R112 ROAD ROAD ROAD CLOSED CLOSED CLOSED DETOUR CDETOUE M410(R) m 10(L) TYPE III-3 TYPE III-3A TYPE III-B DETOUR p�� DETOUR W-W) MO R) M4-9(T) ROAD CLOSED R11-2 APPROVED BY: TYPE III, R11-2, R11-4, M4-10 (R)/(L), M4-9 (R)/(L) DATE: 06/22/00 SHEET: 1.0 WESTWATER CONSTRUCTION COMPANY LETTER OF TRANSMITTAL 31833 Kent Black Diamond Road Auburn, WA 98092 Office: 253-631-2420 Fax: 253-639-%25 TO: CITY OF RENTON-5TH FLOOR 1055 SOUTH GRADY WAY RENTON, WA 98055 o 0\0v1�2 0 OF s s1 E05 CAG-02-151 9/30/02 JOHN HOBSON Higate Lift Station Elimination WE ARE SENDING YOU _x Attached _Under separate cover via the following items: _Shop drawings Prints _Plans _Specifications _ Samples _Copy of letter _Change order _ Other: 1 I I I Certified Payroll #2- Westwater Construction THESE ARE TRANSTV[TTED as checked below: x_For your approval _Approved as submitted _Resubmit _xFor vour use _Approved as noted _Submit REMARKS: John, Please return signed copy to WAMU Bank, Attention JoLan and one copy to us for our files. SIGNED _copies for approval _copies for distribution m Dale: 1. Diann Neal, Bookkeeperio hereby slate: (1) 1 hal 1 pay or supervise the pay"ITtf the persons employed by Westwater Construct. on the that cluing the payroll period commencing on the \( day of."V9, 2002, and ending thef},jday of Sa-cr', , 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will he made either directly or indileclly to or on behalf of said from the full weekly wages earned by any person, other lharl permissible deductions as defined in Regulations, Part 3 (29 CFR Stiblille A), issued by the Secretary of labor under the Copeland Act, as amended (48 Stat. 94B, 63 Stat. 108, 72 Slat. 967; 76 Still. 357; 10 U.S.C. 276c), and described below: (2) I hat any payrolls otherwise under this contract required to be submitted for [lie above periVI are correct and complete; that the wage rates to[ - laborers or mechanics contained therein are not less than the applicable wage tales contained in any wage determination incorporlled into the conliw l; that the classifications set forth therein for ea(11 laborer or mechanic conform with the work he performed. (3) 1 hat any apprentices employed in the above period .Ire duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Btrreau of ApI a t-'i Iticeship and Training, United Stales Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United Slates Department of tabor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, F-UIJ 6, OR PROGRAMS - In addilion to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate proclrams for the benefit of such employees, except as lwled ill `.Ie(li1)I1 1( ( ) 11dow (b) Wl lt_Rt_ I RIN(A- 131--NLI-I IS ART= PAID IN CAST I u - Each laborer or mechanic listed in the above referenced payroll has been paid, as, indicated on the payroll, an amount not less than the slum of the applicable basic hourly wage rate plus the amount of ►he re(Itlired fringe benefits as listed in the contract, except as noted in Section I( c) below. ( c) EXCEPTIONS ---EXCEPTIO N (CRAFT) — - - _--EXPLANATION-- REMARKS: Employee Deductions for Medical & Pension Plan: James Phonpadith- $4.00/Hr David Tompkins- $8.00/HR T - - NAME AND TITLE NATURC - Diann Neal, Bookkeepert�Wv+�r THE WILLFUL FALSIFICATION OF ANY OF TI IE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF ITIE UNITED STATES CODE. /} v7P Request for Approval of Material Contract IFA Number SR Date L Section County J Contractor Subcontractor For assistance in completing, see Instructions and Example RAM # Bid Material or Name and Location of Fabricator, Specification PE Appr'I A SCr'I File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. o o s �10 Uc - spR- 3S S - M P 9- 05" P ' ZcoAl- 10J�#A-y6V cs c, 9-03./6 -6ttA -Y 6 U .a 3,9 , I P /L., .., - C-S7-c. cl--O3,/G p csit- Project Engineer Date OSC Materials Engineer Date Approval Action Codes for use by Project Engineer and OSC Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for 'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to OSC Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Region Materials ❑ OSC Materials Lab OSC Materials Engineer Distribution ❑ General File ❑ Fabrication Inspection ❑ Signing inspection ❑ Other DOT Forth 350-071 EF Revised 11/98 -02- 4o S t o r a n Request for Approval of Material Contract FA Number SR Date 6 An a Section County , Contractor Subcontractor For assistance in completing, see Instructions and Example RAM # Bid Item No. Material or Manufacturer's Product/Type Name and Location of Fabricator, Pit Manufacturer or Number Specification Reference AEI Code Appel Code File No. O P' A- y C-Sit 9 -0 3.q 3 O ! GSTL cJ-ox? b 1 s Pa m- s rc. 9- 0 3 9' I Project Engineer Date OSC Materials Engineer I I Date Approval Action Codes for use by Project Engineer and OSC Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to OSC Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Region Materials ❑ OSC Materials Lab OSC Materials Engineer Distribution General File ❑ Fabrication Inspection ❑ Signing Inspection ❑ Other DOT Form 350-071 EF Revised 11l98 ♦ WESTWATER CONSTRUCTION COMPANY ♦ 31833 KENT BLACK DIAMOND ROAD, AUBURN, WA 98092 ♦ WA CONTRACTORS LICENSE NO. WESTWCC110KD OFFICE: 253-631-2420 FAX: 253-639-9625 September 16, 2002 John Hobson-5'h Floor 1055 South Grady Way Renton, WA 98055 RE: Higate Lift Station Elimination; GAC-02-151 Dear John, Attached is the tabulated data, stamped by a P.E., for the trench shoring boxes we intend to utilize for this project. All of our shoring boxes were manufactured and certified by GME. Westwater also has available steel plates and shoring jacks for areas that boxes won't fit. Let me know if you need more information regarding shoring materials. Sincerely, J Donald A. Neal, P.E. President Enclosure DAN: do K816 MODEL NO. 95101275 SERIAL NO. 05/02/96 DATE SHIPPED TRENCH St 4,1EL D MANUFACTURER'S TABULATED DATA SHORT TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 59' 1475 B 45 35' 1575 C 60 27' 1620 Shield capacity is in PSF per foot along the bottom of the Trench Shield CONDITIONS FOR USE OF TABULATED DATA: 1. This Tabulated Data has been prepared by a registered profes- sional engineer as required to comply with the OSHA standard 29 CFR Part 1926, Subpart P. 2. The Soil types A and Bare as defined in the OSHA standard. Soil Type C is defined as follows: Soil cohesive to saturated soil with an Equivalent Fluid Pressure (EFP) or Equivalent Weight Effect of 60 PSF perfootof depth. This type of soil is a clay with an unconfined compressive strength of .5 tons/Sq. Ft., but greater than .25 Tons/SF, saturated sand or clay, or fractured rock that is not stable. (Note: Soil conditions more severe can be encountered with an EFP greater than 60 PSF/F. These conditions would be sub- merged soils, flowing mud, or muck. Such severe conditions would require the services of a soils engineer to determine the actual soil pressure. Consult GME when soil pressures exceed the tabulated values.) 3. Trench Shields shall be used in accordance with the depth/ capacity charts. The maximum depth is the distance from the surface of the excavation to the bottom of thetrench. Depth ratings shown are based upon examples of homogenous soil conditions. Soil pressures may vary due to: non -homogenous soils, surcharge loads, and slope of embankment (layback). Actual soil pressures should be verified to be sure that the shield capacities are not exceeded. 4. Surcharge loads are not accounted for in the maximum depths. Surcharge loads are possible due to: heavy equipment, vibrations, or spoil piles, adjacent to the trench. (Adjacent is defined as within a distance equal to the depth of the trench.) 5.Trench shields are not capable of providing stability to adjacent buildings or other structures. Refer to the OSHA standard for applicable requirements when trenching near buildings and other structures: -- LONG TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 46' 1150 B 45 27' 1215 C 60 21, 1260 Shield capacity is in PSF per foot along the bottom of the Trench Shield GENERAL NOTES FOR TRENCH SHIELD USE: 1.Trench Shields are to be assembled and installed in accordance with manufacturer's instructions. 2. Any modifications to shields or use of component parts not manufactured by GME will void the tabulated data unless otherwise specified or allowed in writing by GME. 3.GME Trench Shie!ds may be stacked, provided that appropriate connections are made between stacked shieids as specified by GME. The stacked shields need only have a depth rating equal to or greater than the actual depth at which it is used. 4. Maximum depths are based on shields being in structurally sound condition. Trench shields should be inspected prior to each use for any damage or deterioration. If a shield has sustained major damage the tabulated data is void until repairs are made as specified by a registered professional engineer. 5. The use of GME Trench Shields shall be in accordance with this tabulated data and all requirements of the OSHA standard. Trench Shield usage other than specified or required may create unsafe conditions that could cause acave-in, structural failure, or collapse - resulting in a disabling injury or even death. GME shall not be liable for shield usage other than specified or required. .................... �SAMUEL L DAVIS .................... 9 ;�Q 30338 6. Long Term exposure is for trench shields used in one position greater than 24 hours. Short Term exposure is for shields used in one position for 24 hours or less. GME recommends thatthe chart Griswold Machine & Engineering, Inc. for Long Term exposure be used to maximize protection. However,Awe Highway M-60 at Arbogast Road the chart for Short Term exposure may be used if the criteria forUnion City, MI 49094 Short Term exposure can be met at all times. Phone 800 248-2054 AffTRENCH SHIELD MANUFACTURER'S TABULATED DATA LD 824 MODEL NO. W9601189 SERIAL NO. - 04/12/96 DATE SHIPPED SHORT TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 46' 1150 B 45 26' 1170 C 1601 20' 1200 Shield capacity is in PSF per foot along the bottom of the Trench Shield CONDITIONS FOR USE OF TABULATED DATA: 1. This Tabulated Data has been prepared by a registered profes- sional engineer as required to comply with the OSHA standard 29 CFR Part 1926, Subpart P. 2. The Soil types A and B are as defined in the OSHAstandard. Soil Type C is defined as follows: Soil cohesive to saturated soil with an Equivalent Fluid Pressure (EFP) or Equivalent Weight Effect of 30 PSF periuotof depth. This type of soil is a clay with an unconfined compressive strength of .5 tons/Sq. Ft., but greater than .25 Tons/SF, saturated sand or clay, or fractured rock that is not stable. (Note: Soil conditions more severe can be encountered with an EFP greater than 60 PSF/F. These conditions would be sub- merged soils, flowing mud, or muck. Such severe conditions would require the services of a soils engineer to determine the actual soil pressure. Consult GME when soil pressures exceed the tabulated values.) 3. Trench' Shields shall be used in accordance with the depth/ capacity charts. The maximum depth is the distance from the surface of the excavation to the bottom of the trench. Depth ratings shown are based upon examples of homogenous soil conditions. Soil pressures may vary due to: non -homogenous soils, surcharge loads, and slope of embankment (layback). Actual soil pressures should be verified to be sure that the shield capacities are not exceeded. 4. Surcharge loads are not accounted for in the maximum depths. Surcharge loads are possible due to: heavy equipment, vibrations, or spoil piles, adjacent to the trench. (Adjacent is defined as within a distance equal to the depth of the trench.) 5.Trench shields are not capable of providing stability to adjacent buildings or other structures. Refer to the OSHA standard for applicable requirements when trenching near buildings and other structures. 6. Long Term exposure is for trench shields used in one position greater than 24 hours. Short Term exposure is for shields used in one position for 24 hours or less. GME recommends that the chart for Long Term exposure be used to maximize protection. However, the chart for Short Term exposure may be used if the criteria for Short Term exposure can be met at all times. LONG TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 35' 875 B 45 20' 900 C 160t 15' 1 900 Shield capacity is in PSF per root.along the bottom of the Trench Shield GENERAL NOTES FOR TRENCH SHIELD USE: 1.Trench Shields are to be assembled and installed in accordance with manufacturer's instructions. 2. Any modifications to shields or use of component parts not manufactured by GME will void the tabulated data unless otherwise specified or allowed in writing by GME. 3.GME Trench Shields may be stacked, provided that appropriate connections are made between stacked shields as specified by GME. The stacked shields need only have a depth rating equal to or greater than the actual depth at which it is used. 4. Maximum depths are based on shields being in structurally sound condition. Trench shields should be inspected prior to each use for any damage or deterioration. If a shield has sustained major damage the tabulated data is void until repairs are made as specified by a registered professional engineer. 5. The use of GME Trench Shields shall be in accordance with this tabulated data and all requirements of the OSHA standard. Trench Shield usage other than specified or required may create unsafe conditions that could cause acave-in, structural failure, orcollapse resulting in a disabling injury or even death. GME shall not be liable for shield usage other than specified or required. AMU EL L DAVIS .................... tiv HWEGriswold -Machine & Engineering, Inc. Highway M-60 at Arbogast Road Union City, MI 49094 M Phone 800 248-2054 TRENCH SHIELD MANUFACTURER'S UINULS TABULATED DATA LD 624 -NKE MODEL NO. W9601187 SERIAL NO. 04/12/96 DATE SHIPPED SHORT TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 43' 1075 B 45 .26' 1170 C 60 20' 1200 Shield capacity is in PSF per foot along the bottom of Use Trench Shield CONDITIONS FOR USE OF TABULATED DATA: 1. This Tabulated Data has been prepared by a registered profes- sional engineer as required to comply with the OSHA standard 29 CFR Part 1926, Subpart P. 2. The Soil types A and B areas defined in the OSHA standard. Soil Type C is defined as follows: Soil cohesive to saturated soil with an Equivalent Fluid Pressure (EFP) or Equivalent Weight Effect of 60 rSFperfoot of depin. This type of soil is a clay with an unconfined compressive strength of .5 tons/Sq. Ft., but greater than .25 Tons/SF, saturated sand or clay, or fractured rock that is not stable. (Note: Soil conditions more severe can be encountered with an EFP greater than 60 PSF/F. These conditions would be sub- merged soils, flowing_mud, or muck. Such severe conditions would require the services of a soils engineer to determine the actual soil pressure. Consult GME when soil pressures exceed the tabulated values.) 3. Trench Shields shall be used in accordance with the depth/ capacity charts. The maximum depth is the distance from the surface of the excavation to the bottom of the trench. Depth ratings shogun are based upon examples of homogenous soil conditions. Soil pressures may vary due to: non -homogenous soils, surcharge loads, and slope of embankment (layback). Actual soil pressures should be verified to be sure that the shield capacities are not exceeded. 4. Surcharge loads are not accounted for in the maximum depths. Surcharge bads are possible dueto: heavy equipment, vibrations, or spoil piles, adjacent to the trench. (Adjacent is defined as within a distance equal to the depth of the trench.) 5.Trench shields are not capable of providing stability to adjacent buildings or other structures. Refer to the OSHA standard for applicable requirements when trenching near buildings and other __structures. 6. Long Term exposure is for trench shields used in one position greater than 24 hours. Short Term exposure is for shields used in one position for 24 hours or less. GME recommends that the chart for Long Term exposure be used to maximize protection. However, the chart for Short Term exposure may be used if the criteria for Short Term exposure can be met at all times. LONG TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 35' 875 B 45 21 ' 945 C 60 16' 960 Shield capacity is in PSF per foot along the bottom of the Trench Shield GENERAL NOTES FOR TRENCH SHIELD USE: 1.Trench Shields are to be assembled and installed in accordance with manufacturer's instructions. 2. Any modifications to shields or use of component parts not manufactured by GME will void the tabulated data unless otherwise specified or allowed in writing by GME. 3.GME Trench Shields may be stacked, provided that appropriate connections are made between stacked shields as specified by GME. The stacked shields need only have a depth rating equal to or greater than the actual depth at which it is used. 4. Maximum depths are based on shields being in structurally sound condition. Trench shields should be inspected prior to each use for any damage or deterioration. If a shield has sustained major damage the tabulated data is void until repairs are made as specified by a registered professional engineer. 5. The use of GME Trench Shields shall be in accordance with this tabulated data and all requirements of the OSHA standard. Trench Shield usage other than specified or required may create unsafe conditions that could cause acave-in,structural failure, orcollapse resulting in a disabling injuryor even death. GME shall not be liable for shield usage other than specified or required. •SAMUEL•L.•DAVIS••• 9 Z� 303313 .E'a l.SSSQff 7 : • � WiVEGriswold Machine & Engineering, Inc. 594 W. Highway M-60 0 Union City, MI 49094 Phone 517=741-4300 N 616DW-NKE MODEL NO. 9501030 SERIAL NO. 02/02/95 DATE SHIPPED TRENCH SHIELD MANUFACTURERS TABULATED DATA SHORT TERM EXPOSURE DEPTH/CAPACITY CHART IL FE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25- -52' 1300 B 45 30' 1350 ic 60 22' 1320 Capacity is in PSF per foot along the bottom of the Trench Shield CONDITIONS FOR USE OF TABULATED DATA: 1. This Tabulated Data has been prepared by a registered profes- sional engineer as required to comply with the OSHA standard 29 CFR Part 1926, Subpart P. 2. The Soil types A and B are as defined in the OSHAstandard. Soil Type C is defined as follows: Soil cohesive to saturated soil with an Equivalent Fluid Pressure (EFP) or Equivalent Weight Effect of 60 PSFperfootof depth. This type of soil is a clay with an unconfined compressive strength of .5 tons/Sq. Ft., but greaterthan .25 Tons/SF, saturated sand or clay, or fractured rock that is not stable. (Note: Soil conditions more severe can be encountered with an EFP greater than 60 PSF/F. These conditions would be sub- merged soils, flowing mud, or muck. Such severe conditions would require the services of a soils engineer to determine the actual soil pressure. Consult GMEwhen soil pressures exceed the tabulated values.) 3. Trench Shields shall be used in accordance with the depth/ capacity ohms. The imcxirc��� dopth .a the • i;:.an.,o frorn the surface of the excavation to the bottom of the trench..Depth ratings shown are based upon examples of homogenous soil conditions. Soil pressures may vary due to: non -homogenous soils, surcharge loads, and slope of embankment (layback). Actual soil pressures should be verified to be sure that the shield capacities are not exceeded. 4. Surcharge loads are not accounted for in the maximum depths. Surcharge loads are possible due to: heavy equipment, vibrations, or spoil piles, adjacent to the trench. (Adjacent is defined as within a distance equal to the depth of the trench.) 5.Trench shields are not capable of providing stability to adjacent buildings or other structures. Refer to the OSHA standard for applicable requirements when trenching near buildings and other structures. 6. Long Term exposure is for trench shields used in one position greater than 24 hours. Short Term exposure is for shields used in one position for 24 hours or less. GME recommends that the chart for Long Term exposure be used to maximize protection. However, the chart for Short Term exposure may be used if the criteria for Short Term exposure can be met at all times. LONG TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 40' 1000 B 45 23' 1035 C 1 60 17' 1020 Capacity is in PSF per foot along the bottom of the Trench Shield GENERAL NOTES FOR TRENCH SHIELD USE: 1.Trench Shields are to be assembled and installed in accordance with manufacturer's instructions. 2. Any modifications to shields or use of component parts not manufactured by GME will void the tabulated data unless otherwi.3e specified or allowed in writing by GME. aGME Trench Shields may be stacked, provided that appropriate connections are made between stacked shields as specified by GME. The stacked shields need only have a depth rating equal to or greater than the actual depth at which it is used. 4. Maximum depths are based on shields being in structurally sound condition. Trench shields should be inspected prior to each use for any damage or deterioration. If a shield has sustained major damage the tabulated data is void until repairs are made as specified by a registered professional engineer. 5. The use of GME Trench Shields shall be in accordance with this inulii3ivi .data ai v dii reyu�ro iTi�?ta of tl io vc..'�':� dArCi. Shield usage other than specified or required may create unsafe conditions that could cause acave-in, structural failure, or collapse resulting in a disabling injury or even death. GME shall not be liable for shield usage other than specified or required. ....................... �SAMUEL L DAVIS ........................ '4 6 ,p 30US GIs. Slouet_ ��. Griswold Machine & Engineering, Inc. Highway M-60 at Arbogast Road LIUnion City, MI 49094 M Phone 800 248-2054 owTRENCH SHIELD MANUFACTURER'S e TABULATED DATA E68SW MODEL NO. 9502124 SERIAL NO. 02/15/95 DATE SHIPPED SHORT TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 35:5' 885 B 45 21' 945 C 60 16.5' 990 Shield capacity is in PSF per foot along the bottom of the Trench Shield CONDITIONS FOR USE OF TABULATED DATA: 1. This Tabulated Data has been prepared by a registered profes- sional engineer as required to comply with the OSHA standard 29 CFR Part 1926, Subpart P. 2. The Soil types A and B are as defined in the OSHAstandard. Soil Type C is defined as follows: Soil cohesive to saturated soil with an Equivalent Fluid Pressure (EFP) or Equivalent Weight Effect of 60 PSF perfootof depth. This type of soil is a clay with an unconfined compressive strength of .5 tons/Sq. Ft., but greater than .25 Tons/SF, saturated sand or clay, or fractured rock that is not stable. (Note: Soil conditions more severe can be encountered with an EFP greater than 60 PSF/F. These conditions would be sub- merged soils, f lowing mud, or muck. Such severe conditions would require the services of a soils engineer to determine the actual soil pressure. Consult GME when soil pressures exceed the tabulated values.) 3. Trench Shields shall be used in accordance with the depth/ capacity charts. The maximum depth is the distance from the surface of the excavation to the bottom of the trench. Depth ratings shown are based upon examples of homogenous soil conditions. Soil pressures may varydue to: non -homogenous soils, surcharge loads, and slope of embankment (layback). Actual soil pressures should be verified to be sure that the shield capacities are not exceeded. 4. Surcharge loads are not accounted for in the maximum depths. Surcharge bads are possible due to: heavy equipment, vibrations, or spoil piles, adjacent to the trench. (Adjacent is def ined as within a distance equal to the depth of the trench.) 5.Trench shields are not capable of providing stability to adjacent buildings or other structures. Refer to the OSHA standard for applicable requirements when trenching near buildings and other structures. 6. Long Term exposure is for irencl: shields used in one position greater than 24 hours. Short Term expc'ure is for shields used in one position for 24 hours or less. GME recommends that the chart for Long Term exposure be used to maximize protection. However, the chart for Short Term exposure may be used if the criteria for Short Term exposure can be met at all times. LONG TERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH SHIELD CAPACITY A 25 29.5' 735 B 45 17.5' 795 C 60 14' 840 Shield capacity is in PSF per foot along the bottom of the Trench Shield GENERAL NOTES FOR TRENCH SHIELD USE: 1.Trench Shields are to be assembled and installed in accordance with manufacturer's instructions. 2. Any modifications to shields or use of component parts not manufactured by GME will void the tabulated data unless otherwise specified or allowed in writing by GME. 3.GME Trench Shields may be stacked, provided that appropriate connections are made between stacked shields as specified by GME. The stacked shields need only have a depth rating equal to or greater than the actual depth at which it is used. 4. Maximum depths are based on shields being in structurally sound condition. Trench shields should be inspected prior to each use for any damage or deterioration. If a shield has sustained major damage the tabulated data is void until repairs are made as specified by a registered professional engineer. 5. The use of GME Trench Shields shall be in accordance with this tabulated data and all requirements of the OSHA standard. Trench Shield usage other than specified or required may create unsafe conditions that could cause a cave-in, structural failure, or collapse resulting in a disabling injury or even death. GME shall not be liable for shield usage other than specified or required.. ter— EM Griswold Machine & Engineering, Inc. 594 W. Highway M-60 �% Union City, MI 49094 ` ® Phone 517-741-4300 The L��Series Double -Wall Trench Shields are erfgineered to the realities of profitabV pipelaying. They incorporate the patented ''production tool" features of non -rigid c isign, full length hardwood inserts, and unitizrd collar assemblies. The LD Series is built for coing deep, moving fast, and making moner,, Sidewalls-of our standard LD Series are 8-3/8" thick, constructed of high tensile steel for maximum strength and minimum weight. Tuboar spreader sets are tough, 8" diameter, 5chechle 80. steel pipe, precision cut to assure i nterchange, ability. Ten rugged steel holding pins, with keepers, complete the assembly — no nuts and bolts, wrenches, welders or mechanics. The LD Series includes standard units with a full range of fealures alld benefits. For those jobs requiring extra depths in h}clrostatic conditions, contractors usually choose the LHD Series trench shield, which offers an e>6aa margin of durability anddepth capabilities. For those jobs where extra torig pipe is tieing laid, the LDX may be the only proper choice for p6ins� deep in poor $0 conditions. Whatever the job or depth, GME manufac- tures and certifies the right shield — ;ail utili_zin.g non -rigid design and .modular spreader conc6pt for fast, safe. and profitable pipelaying. ,5 LD Series doublewall gonarructiundoub/es the W11,11eng16 o1 the sidewell, assures absolute stability at the maximum depth that the box Is rated. Eliminates sldewail deflection caused by ground pressure. LD/LHD/LDX SERIES QATUNES • Patetttod non rigid design • Patented full length hardwood inserts • Patented manganese alloy cutting edge • Patented foryeci corner inserts -HI. gh tQnsiiesteel throughout • Unitized collar assemblies • Honey;�c$rnh irler structure • Clear`vlew front'srre .t Recessed lifting lugs (!_ C1 grid Painted w — --� L I EJ-1 Specilicatlons subject to Change without notice. 'aLb. WM lroifallilld OW68116: lots if tw od R. Lb81A,. tlr,t'' 181i ' c :. e,845 52.20 L0824 a20„ 41 8,261 34- ;' t 6,�': '21 � r't13•5{1"r'. 9,678 24• tL.Dt3e$7f�i '. er`':i ;!'`''' 8,732 47.1381 ``, ;. .e�;; 351510,581 . L1010 4 13 Maid'!; =i$'., 8hif !L 42,5s3 4 -1a- !;i.,'91D�n 35,71 standard ghee shown; special sizes on request. 'This ranpn is bas*d on an equivalent Auld pressure of 30lbs. per square root and 801bs. Per aqu0ro 10.0S, pot fed of depth Consult osrtlffcation ct,arts for edditional inlorm* ion Surcharge loading ,nciuded In sale working depth MOM M M, MW 14h*1101111 mvcw L24 L30 Lm ' L48 00 L7 L8d L69 LIM L120 L132 WkM 24" 30'' re" IE^ i,o" 72" !�' D9" 10d" 120" 192" LID!!!! VA.Vtcs.) 406 600 748 9W 1.327 1,545 1,762 $AW 2,197 2.419 2,88a J2,9W Fqr 10LO'Serbll wR. t,bs.) 110 M 730 1.0� 1.= 1,510 1,7$D I.M 2,480 2.730 , 2,ND 3,230 MANUFACTURERS TABULATED DATA GME TRENCH SHIELD 'MODEL NO. MH10DW SERIAL NO. 9203253 DATE SHIPPED 06/29/92 CONDITIONS FOR USE OF TABULATED DATA: t. This Tabulated Data has been prepared by a registered professional engineer as required to comply with the OSHA Standard 29 CFR Part 1926, Subpart P. 2. The soil types A and B are as defined in the OSHA standard. Soil type C is defined as follows: Soft cohesive to saturated soil with an Equivalent Fluid Pressure(EFP) or Equivalent Weight Effect of 60 PSF per foot of depth. This type of soil is a clay with an unconfined compressive strength less than .5 Tons/SF but greater than 25 Tons/SF, saturated and or clay, or fractured rock that is not stable. (Note: Soil conditions more severe can be encountered with an EFP greater than 60 PSF/F. These conditions would be submerged soils, flowing mud, or muck. Such severe conditions would require the services of a soils engineer to determine the actual soli pressure. Consult GAZE when soil prassures exceed the tabulated values.) 3. Trench Shields shall be used In accordance with the depth/capacity charts. The maximum depth is the distance from the surface of the excavation to the bottom of the trench. Depth ratings shown are bused upon examples of homogeneous soil conditions. Soil pressures may vary due to; non -homogeneous soils, surcharge loads, and slope of embankment (layback). Actual soil pressures should be verified to insure that the shield capacity is not exceeded. 4. Surcharge loads are not accounted for in the maximum depths. Surcharge loads are possible due to; heavy equipment, vibrations, or spoil piles, adjacent to the trench. (Adjacent is defined as: within a distance equal to the depth of the trench.) 5. Trench Shields ire not capable of providing stability to adjacent buildings or other structures. Refer to the OSHA standard for applicable requirements when trenching now buildings and other structures. 6. Long Term Exposure is for trench shields used In one position greater than 24 hours. GENERAL NOTES FOR TRENCH SHIELD USE: ' . Trench Shields are to be assembled and installed in accordance with manufacturers instructions. 2. Any modifications to shields or use of component parta not manufactured by GME will void the tabulated data unless otherwise specified or allowed by GME In writing. 3. GME Trench Shields may be stacked provided that appropriate connections are made between stacked shields as specified by GME. The stacked shields need only have a depth rating equal to or greater than the actual depth at which It is used. 4. Maximum ciepthr are based on shields being in structurally sound condition. Trench shields should be inspected prior to each use for any damage or deterioration. If a shield has sustained major damage the tabulated data is void until repairs are made as specified by a registered professional engineer. 5. The use of GME Trench Shields shall be In accordance with this tabulated data and all requirements of the OSHA standard. Trench Shield usage other than specified or required may create unsafe conditions that could cause a cave-in, structural failure, or collapse resulting in a disabling injury or even death. GME shall not be liable for shield usage other than specified or required. LONGTERM EXPOSURE DEPTH/CAPACITY CHART SOIL TYPE EFP MAXIMUM DEPTH CAPACITY A 25 42 1050 B 45 22.5 1010 C 60 16 960 Capacity is in PSF per foot along the bottom of the Trench Shield. 1E OF M l C c, 1P .��' q * RODNEY J. i BRONSON y m ENGINEER N No. _ 0 35448 I A90FES5- .GME Griswold Machine & Engineering, Inc. - Highway M-60, Union City, MI 49094 ph 800-248-2054 Shield Maximurin SWO Tranapths LDS16 EqUIV462MMAXj#WjM Fluid Or$esars I mum Aticwurtds t I ; {patlT} t1 30 47.0 1470 40 35.5 ism 50 25.5 1525 Go 24.0 1560 _ 70 20.5 1676 80 18.0 1500 LD820 eAuty @mTT Fluid Mw*num Maxintwn Al{eta®naO LOO fit 92 sr.404 goat= (Vom 30 34.5 loss 40 28.5 1140 go 21,5 1175 W 1813 1230 70 16.0 1280 8o 14.5 1320 i >< Asrm ttu►d PI ss 9 d°M "Orbottsi LOW at sh" soft rt (111M ( K1 40 19.0 840 5p 18.0 900 60 13.5 930 70 12.0 No $0 10.5 1000 Conditions For use Of Th"o T0169 1. Trench Shield to be installed in accordance with certffied depths. 2. Tables are provided for illustrative purposes only. They are based upon atstic lci d conditions and assumed soii pressures. Safe depths can v Il i from design assumptions. 3. Safe trench depths are based Upon trench shields being in new condition. Wear and tear, significam rust, dlstcr;ed or damaged units. altered units, ae well as other causes of vwoskening can reduce the 34ft>: depths from those shown ir, tl iowg iwa'lQ^y. 4. Sail =ndition guidelines are ptovidea for general rafemnce ,wily, actual trail candi cns must tm verified by a qualified soils engineer. 5, Em*Wkmem above top of Shield to be laid back at least to angle of rye. & Surcharge load (placement of soil or addltiohal loada as might be cauad equipcn adjacent to or in the vicinity of the installed Trench Shield) has been included In soil pressure calculadona. 7, it is the contractor's responsibility to maintain the wotidng area within the Trench Shield fro of water for hydrostatic * _sub soil condition. 8. Trench Shields are to protect vrrorxers. They should not be utilized as soil support syatetna without the con*uitatiGn _ of a quaJifled engineer. S. CAME will not be liable for any gage other than specified. GRISWOLD MACHINE & EN j Union City, Michiga Phone: 800-248 (in Michigan call 517.741 1. Laaaam are required within 25' of men working in ditches amr 4' In dam• 2. E=av=d MMOMB must t7a =rird mar* than 2' from ocige of Lho +.ration. 3. to not tom► anpkrfm= un4wrwgh wW,7nsitd lows. 4. }lard t= must be Mrn by til Fwvc" 1 al di timca wnon on personal pfVecthm equipmant (aye ahisiG WO sm*cS, Or-) a909A 49 rnunt be used when a haza� exiata. S. Shoring Symms stusuld"i day by a campatent 471 COl16Ci) parson and titter rWna'orm$ ar any change it14t*- i0n9 t41Ltt mkIM Increa*e the poe+Sl d e caryu-in Cr elite --- ' Auqust 8, 1959 e I fi�rlJrfp Candultanrs 1 � AearaoGor, fr,p,�rcar ` t1i . step e Hendric? 3 GIB Gri&wold. Hncliino & Engineering Hgnway M-b0 tin ion City, Michigan 49094 osHA Revuirement3 and GME Trench Shielde I i Dear Steve: inaccor3ancc with your requcstr we the have reviewed•the OSHA design of, trench shiers. r4quirements as they pertain to ' tr'llch shields were designed in compliance with Tne following osK.F, Standards 2y,cirR, Vam Zgz6� subpart' P, Section 1926.682, Subsection (K). 1 SER SIZE 616 816 620 624 := 820 1.016 1.020 1024' LiiD 616 620 624, 628 t ' 816 820 824' 828 1016 1020 102 1028 :. LDX 626 628 630: $32 N ($W) 2i (DW) NH (DW) B K E (SW) E (DW) M,nhol,& Box I I 826 828 a 3 0 83Z 1026 1028 103� 1032 612 616 6201 424 812 816 8201 612 G16 620 812 816 $2C 612 616 6201 624 $12 ald 620! 82+4 616 620 624 a16 $20 824: 616 620 62-41 816 820 8241 48 410 66 610 612; 88 ' 810 812: 62.2 616 812 63.6 j I ratanw ttts's Mft 1 O DW M 910 S rT i i ?s?t I#Xbo� �a,,,asaa 14a 6'r ! 36►'dG�110 Fagg 2 I' Eascd on our calculations, Lhese Trench Shields will per form, r1ccordance with the 1980 AISC tranual of Steel Cons rtACtlgr, 8th �altton, and Lhd 1983 AISI gold-Forrited Steel Design Manual it maximum depths do not Exceed those shown on the following tables for the indicated soil condition and the design soil pres$ures are not exceeded. Actual sail conditions must be vgrified by a qualified Soils cngineer, i Sincerely, o b Dani�1. F.John�,l' ` Project Managcr = .; cc. Greg Naas`',}� d tr cog M PIPE r lam' Eking -"rite PVC Gravity Sewer Pipe and Fittings Ring-Tite joint meets exacting tightness requirements, simplifies assembly "Locked -in" rubber sealing ring provides tight, flexible seal. Meets requirements of ASTM D-3212 — "Joints for Drain and Sewer Pipes using Flexible Elastomeric Seals." Figure 1 VV Spigot pipe ends are supplied from factory with bevels. The bell is an integral part of the pipe section with the same strength. Meets Aga-rM D3034-SDR 35 4"-15"and ASTM FG79 1 G"-27" Introduction The growing demand for an effective all-out attack on water pollution highlights the need for improved sanitary sewage collection systems. A modern system needs pipe with improved design for reserve strength and stiffness to increase load -bearing capacity — all within the framework of maximizing sewer system capacity at reasonable cost. Ring -Tile PVC sewer pipe is designed to meet this need. Applications J-M PVC sewer pipe is suitable for conveying domestic sanitary sewage as well as certain industrial wastes. For further information regarding the suitability of PVC for conveying various chemicals, contact your J-M pipe representative. 1. Chemical Resistant: J-M Ring Tite PVC sewer pipe is unaffected by the fluids found in ordinary domestic sewage. It is immune to sewer gases and the sulfuric acid generated by the completion of the hydrogen sulfide cycle. It is immune to corrosive soils — both alkaline or acidic. 2. Abrasion Resistant: J-M Ring Tite PVC sewer pipe has excellent resistance to abrasion, gouging and scoring — superior to that of most common piping materials. 3. Flow Characteristics: J-M Ring Tite PVC sewer pipe with long lengths, smooth interior, and factory -made close tolerance joints provides a Manning "n" coefficient of .009. High -carrying capacity makes possible the use of flatter grades or smaller diameter pipe. Ask your J-M sales representative for a flow nomograph and the report "Hydraulic Characteristics of PVC Sewer Pipe in Sanitary Sewers," a joint study by Johns -Manville and Utah State University. Locked -in Ring Through research and technology we proudly offer "locked -in" rubber ring PVC sewer pipe. This factory -made joint eliminates the need to insert rings in the field. Joint design and close manufacturing tolerances allow this joint to pass a 25 feet of head hydrostatic test in the laboratory and provides the basis for exacting infiltration/exfiltration specifications. Be secure in the future by designing with J-M Ring-Tite PVC sewer pipe with low infiltration — specify infiltration not to exceed 50 gallons/inch diameter/mile/day. Call for ASTM D-3034 SDR35 Provides Greater External Load -Carrying Capacity. This allows for the design and construction of PVC gravity sewer systems (4"-15") consistent with best engineering practices. A uniform minimum "pipe stiffness," (F/,Ly = 46 psi) means no weak links. It also means that J-M PVC sewer pipe in B, 10, 12 & 15" diameters has 60 to 75 percent greater pipe stiffness than SDR 42 and SDR 41 PVC sewer pipe. This increased "pipe stiffness" provides the extra needed at that critical time when the pipe is first being installed in the trench and undergoing bedding and backfill. Snort Form Specificatiorl Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) Plastic Gravity Sewer Pipe with integral wall bell and spigot joints for the conveyance of domestic sewage. Materials Pipe and fittings shall meet the requirements of ASTM Specification D3034 for 4"-15" SDR 35 and F679 for 18"-27" The pipe shall be colored green for in -ground identification as sewer pipe. Pipe Pipe shall be suitable for use as a gravity sewer conduit. Provisions must be made for contraction and. expansion at each joint with a rubber ring. The bell shall consist of an integral wall section with a solid cross-section rubber ring, factory assembled, securely locked in place to prevent displacement during assembly. Sizes and dimensions shall be as shown in this specification. Standard laying lengths shall be 20 ft. and 13 ft. ±1 inch. At manufacturer's option, random lengths of not more than 15% of total footage of each size'may be shipped in lieu of standard lengths. Drop impact Test Pipe (6" long section) shall -be subjected to impact from a free falling tup (20-lb. Tup A.) in accordance with ASTM Method of Test D2444. No shattering or splitting (denting is not a failure) shall be evident when the following energy is impacted: Nominal Size Inches Ft.-Lbs. 4 150 6 210 8 210 10 220 12 220 15 220 18 220 21 220 24 220 27 220 Fittings All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. Temperature for Testing Pipe shall be designed to pass all tests at 73°F (±3°F). Pipe Stiffness Minimum "pipe Stiffness" (F/L y) at 5% deflection shall be 46 psi for all on when tested in accordance with ASTM Method of Test D2412, "External Loading Properties of Plastic Pipe by Parallel -Plate Loading." Joint Tightness Two sections of pipe shall be assembled in accordance with the manufacturer's recommendation. Joint shall be tested in accordance with ASTM D3212, "Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals." Flattening There shall be no evidence of splitting, cracking, or breaking when the pipe is tested as follows: Flatten specimen of pipe, six inches long between parallel plates in a suitable press until the distance between the plates is forty percent of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is completed within two to five minutes. Gaskets Material used for elastomeric seal in push - on joints shall meet the requirements of ASTM Specification F 477. installation Product should be installed in accordance with J-M Publication TR-614B,;'Green-Tite" PVC Gravity Sewer Pipe Installation Guide." 11 R l� Sizes, Dimensions and Weights Bell and Spigot Assembly (Inches) _- N Assembly Stripe pa T D5 D8 O.D. --...--- -- ----_----------- --- ----- ---- Pipe Pipe Details Bell Details Approx. Size Average Min. Wall Approx. Weight - --- - - -- - - InchesO.D._ _Thickness "T"D5 -D8 D9 N--- Lbs./Ft. _ 4 4.215 0.120 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 8.460 8.440 10.10 4.10 4.24 10 10.500 0.300 10.570 10.548 12.40 4.70 6.64 12 12.500 0.360 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 15.380 15.362 18.00 5.40 14.14 18 18.701 0.536 18.764 18.764 21.98 5.90 21.43 21 22.047- _ 0.632 _--- _ _ __ 22.110 22.110 ! _ 25.63 6.40 29.88 Pipe Size Min. Wall Approx. Approx. N Lbs./Ft. Inches Ave. O.D. Thickness "T" D5 D8 D9 - - -- 24" 24.803 0.711 25.04 24.99 28.80 11.25 38.96 27" 27.953 0.801 28.72 28.17 32.50 12.75 _ 49.47 . . 11 .9 0C)o Co/roakonControl and Piping Hardware ^ These heavy duty insulators are ideal to keep carrier pipe isolated from casing. . ' . . Steel bands are 14 gauge (other gauges are uvoi|ob|u). . ^ Skids are bolted hm the bund ' Bo|t|ngflanges are provided with gussets for extra strength, An extra heavy duty vinyl liner assures double insulation. Skids are available inpolyethylene and phenolic. r*F MODEL M INSULATOR IS AVAILABLE w0osLmn2� d1X^�� �C�ELN0 8^�� w/ Stainless Gteel..~��`^~-�~�~, - » o * - Banrl ^~'— --------- "� �---- Standard Specifications* STEEL BAND: 14" gauge (.074" thickness) with a rust -resisting coatingi st a ii eml) INSULATING LINER: Heavy-duty PVC with extra -heavy retaining edge. SKIDS: Heavy-duty skids are standard. For pipe sizes up to 14 inches, there are 4 skids on each insulator. From 16 through 36", 6 skids are standard. Pipe sizes of 38" and larger have 6 skids. Additional skids can be specified. Standard -skids are IV:" wide and 1W' high. Skids 2" high and higher can also be supplied on request. 11 For ductile ouu �unauuamoacmmon/�mmmmoocon' `^' �^� �`a ^^="" "e=� �� '"� ��""=' --_- -.-- -._---_���- --'_� ��pipe, Vitrified clay pipe, we make the skids higher so the skids extend beyond the 000f the bell o,coupling. This takes the pressure off the coupling urbell when going through the casing. *Other omm,ialsand dimensions other than those shown above are available. � __, r i'- - i ru_ . L r 1 S : 02 01 : sgpm P . OOZ DOS Calpico Model V End Seals STYRENE BUTADIENE RUBBER • Wrap -around type Ot SBR rubber sealing boot (.1 25" thick) • 304 stainless steel bands • Keeps out dirt, debris, small rodents 1387 San Mateo AV Calpico Inc. So. San TEL: (650) 588-2241 • PAX:(650) 8 3t-6952 - F0 FAX: (800872-7325 C' D F - rti air �� Supplier: Cadman t'Utrrnnar: West Water Construction Project: an : 50 State Pit A-510 Quality Assurance Dctm 7735 178th Pl. Nt P.Q. Box 97038 Redmond, WA 98073 F acsimile: (423) 961 - 7390 Telephone: (838) 322.6847 Date Issued: 4/6/2001 1 l m Pro -.Flow 2 Inch Pump 24 hour Material Source Desarption A51'M Soes:. Gravity i oz/cwt Weight(lb Fine Aggregate A189, 455, 510, D191, C7 Buiidin Sand C-33 2.65 1,951 Cement Tilbury Cement Co., Inc. TilbTy Type TM C-150 3.15 30 Air Generator W. R. Grace Daraflu 1.01 1.91 Fly Ash Type F Po=otanie N. W. Mineral Admix. C-618 220 700 Water Clarified, RccycIed, Well Water C-94 1.07 310 TOTAL 3,031 Spccif11cd F'c : 100 PSI Spcciiicd Slump: 12.0 in. Designed Unit Weight: 111.5 lbs.Jets. Spmified Air. 18 % Designed W/C + P Ratio_ 0.48 Designed Air: 19.0 % Dcaigncd volume: .7.19 cu.3t. NOTES: Cadman Inc, has no knowledge or authority regarding where this mix is to be placed (if other than the defined use on page 1), therefore it is the responsibility of the project architect/engineer, and or contractur to insure that the above designed mix parameters of compressive streugth, water cement ratio, cement content, and air content, are an for the anticipated environmental conditions (ic. ACI-318 sections 4.1-4.3, and the local Building Codes). llata enclosed represents the potential of this mix when sampled and cured per ACI 301 and Section 1.5.3., and per ASTM C-31. Chemical adin.ixtures are added in accordance with the manufacturer's recommendazions. Cadman Inc. reserves the right to adjust these dosages to meet the changes in jobsite demands. This mix has bean designed to meet the requirements of the documents received from the project, and/or your verbal request. Agegate weights may change depending on gradations or specific gravity of material. Recycled water is tested to comply with ASTM C-94 for all chemical requirements per optional table. 50,000 ppm total solids is equivalent to 1.07 specific gravity per the Washington State Department of Transportation Materials Lab. Control of set times per ASTM C-94 on Recycled Water does not reflect concrete mix design characteristics, especially when using admixtures. COMMENTS: " By definition, Pro -Flow reaches a strength cap of less than 200 PSI in 28 days and therefore will not be tested for compressive strength. co'c'_. Cadman, Inc. i `��w'ti�}f�F.rr-�•• ..S i�. t< Ef.�,r���•ti f ..��4', •�,".�A�'�s� �r_ ,.�r`.1�• � �� ry3���:a.�'•'w��* ,'jvrfr�: `- '�ri�iti4 JuaLity Assurancc Dc t 7735 178eh P1. WE P.O_ Box 97038 Kcdmond, WA 93073 Supplier. Cadman Cuytomcr: West Water Construction Project: Plant: 50 f I _ -# S � r— -- State Pit A-510 racsimiic: (425) 961 - 7390 Tcicphunc: (883) 322-6847 Dafc Issued: 4/6/2001 110021 Pro-Flow-Trenca 5 hour i Material Sourct Description ASTIM Spec Gravity oz/cwt Wti¢h lbl Fine Aggregate AI89, 455, 510, D 191, C7 Building Sand C-33 2.65 2,577 Cement Tilbury Cement Co., Tnc. Tilbury " e LIU C-ISO 3.15 15o Air Generator W. R. Grace Darafill 1.01 1.91 Water Cllrified, Rccyc:icd, Well Water C-94 1.07 ?25 TOTAL 3,032 Specified 1-"c : 100 PST Specified Slump: in. nessigncd Unit Wcight. 112.3 1bsJcu. Spccilled Air. % ;designed W/C + P Rude: 2.17 Desi_rned Air: 22.0 % Designed VQIX)MC: 27.18 c'a..L NUMS: Cadman Inc. has no knowledge or authority regarding where this mix is to be placed (if other than the defined use on page 1), therefore it is the responsibility of the project arch itect/engineer, and or contractor to insure that the above designed affix oruramclers of compressive strength, water cement ratio, cement content, and air content, am appropriate for the anticipated environmenral conditions (ie. ACI-3I S sections 4.1-4.3, and the Iocal Building Codes). Data enclosed represents the potential of this mix when sampled and cured per ACI 3 01 and Section ' .6.3., and per AS"I'M C-31. Chemical admixtures are added its accc danrz with the manufacturer's recommendations. Cadman Inc. reserves the right to adjust these dosages Lu meet the changes in jobsite demands. This mix has been designed to meet the requirements of the documents received from the project, and/or your verbal request Aggregate weights may change depending on gradations or specific gravity of material. Recycled water is tested to comply with ASTM C-94 for all chemical requirements per optional table. 50,000 ppm total solids is equivalent to 1.07 .specific gravity per the Washington State Department of Traaspormtien Niatcrials Lab. Control of set times pet ASTM C-94 on Recycled Water does not reflect concrete mix design characteristics, especially when using admixtures. COMMENTS: s By definition, Pro -Flow reaches a strength cap of less than 200 PST in 28 days and therefore will not be tested for compressive strength. Cadman, Inc. I _ ;N :.i =A.— ti1�}r., .::1..b.N.. ,..1i. . ent by: ICON MATERIALS 2065753207; 09/16/02 10:35; J0&A_#831;Page 6/6 P7- ga,,f M. A- SEGALE, INC. SANE) AND GRAVEL DIVISION An O)duurtts CcnWo y LABORATORY WORK SHEET SAMPLE NO. LAS No. DATE. 05/12/2000 PIT No. A-464 CONT. No. AGGREGATE FOR: 2-1/2" Ballast (BNSF Blend) Sizes weight pms) RetB 3" 2 112" 0 r' 0 902 5!8" 1rr' 2191 Sir 1)4- 3305 04 r10 3753 �20 1130 #40 4095 0050 ow 200 # 4261 - Pan TOW 4404 CommAggregates Wood Waste Fracture __ neG Passing $pe-.ftrion Fractures hf % '4 0.0 % 10C. C % 100 Q. 0 10Q. Q % 65-100 x u, � a 20.5 % 79.5 50-85 4► '4 °la fi 49.8 % 50.2 -A 40 % 68.2 % 31.8 % , 30.50 % 65.2 % 14.8 % 93 0 jA 7.0 % 16 max. % 1/4 Fine Grading 1/ " mum U.S No. Weight Pms) RetalneG Pasting #4 CA ,A are °A� st #•0 96 x Ji20 % °4 ri f0 �h 'A #40 9fi 9F #so 45 x *100 Q/° % #W0 % % #325 % % pen Totig % ejo 96.8 % 3.2 % 9.0 max. % % Organic p.p-m. % % ' Sand Equivalent 72 Fracture Fine -% speotrbattons Sin Tait 9� % Max. Moisturo Content 9b °A Min. Dust Ratio= 0.46 Dog. Factor 71 (H =1.9) COMPUTATIONS Fineness Modulus (FM) = 96 SE- 31143� 72 Specified Max. 30 Min. % Min. 0 BNSF Special 3altast.xls Fine Grading 1/ " mum U.S No. Weight Pms) RetalneG Pasting #4 CA ,A are °A� st #•0 96 x Ji20 % °4 ri f0 �h 'A #40 9fi 9F #so 45 x *100 Q/° % #W0 % % #325 % % pen Totig % ejo 96.8 % 3.2 % 9.0 max. % % Organic p.p-m. % % ' Sand Equivalent 72 Fracture Fine -% speotrbattons Sin Tait 9� % Max. Moisturo Content 9b °A Min. Dust Ratio= 0.46 Dog. Factor 71 (H =1.9) COMPUTATIONS Fineness Modulus (FM) = 96 SE- 31143� 72 Specified Max. 30 Min. % Min. 0 BNSF Special 3altast.xls % ejo 96.8 % 3.2 % 9.0 max. % % Organic p.p-m. % % ' Sand Equivalent 72 Fracture Fine -% speotrbattons Sin Tait 9� % Max. Moisturo Content 9b °A Min. Dust Ratio= 0.46 Dog. Factor 71 (H =1.9) COMPUTATIONS Fineness Modulus (FM) = 96 SE- 31143� 72 Specified Max. 30 Min. % Min. 0 BNSF Special 3altast.xls 38/21/2002 23:07 2539461383 ICON MATERIALS, INC. PACE 02 B . cc; REPORT AUUS 1 3 2M A 151 a CONSTRUCTION TESTING LABORATORIES, ICON MA 93mok 1201 East D Strut, Suites 101, Tccome, WA 9S421 Ta►lephome (2.53) 383-8779 Facsimile (253) 383.2231 . ICON Materiols,inc. _ _-- ° _:.: _: Au ust 0$, 2002_ TES' D(O _ �+ Av ust 08,2002 _M NIA N/MAI+s+ t Ghent _.►�� : 56 ' N T-i 68 A N/A C-11 i C136, FC No .�; a 9- C6'1'C Stoc le 1, Aubum Pit A-464 3/411 11 .3/899 11411 #4 �8 # 1 CJ # Ib # 40 # 200 A iirwwrs _ COS . s � 100 97.9 77.1 22.3 14.2 8.9 6.6 Up sviatlon $. tASN�I�w 2-505 Client ; Client AWAIN SPI 100 O�aRsM�+ 90 100 12 -.. 46 - bb 04 = 100 #10 =100% rr�--Sal iri w+arr;NaaK n aseec .... .o,,,,,, +• _ -' (Wet Method) ' 3 45 (32+} ' , 8 - 24 0 — 1 C t 4s 1. 2. 4 and FC set '? AUG.09 low- �.. ItlMr'�If}! 11.t1�YlIS MOP" 1 OWN W, W two, M"*.o J #�� � uc M& 0-mff, MIi ql y LW �7! T1PI�: O�F1�� OAM *OC:2- Os-U-M C- S-2 f . r Sample ID No: Description Sample Location Sample Date i Test Date Sieve Size Sieve Size '1," Sieve Size 440 Steve Size #200 r t- C CS Uy6-0 U 4 Lab Repor. No_ 2 ,a it G l 5 Page No. ? of 5 TABLE i 10104a Recycled Concrete Top Coazsc S;ockpi. 1c February 21, 2002 Particle Size Analysis (ASTM C136) February 21. 2002 Percent Passing Specified Percent Passing 100.0 100-100 59.6 5-75 11.8 8-24 2_ 1. 0-10 Krazan & Associates, Inc. Offices Se -zing ne Wtstem United States CW=4 lab :.dx Particle Size Distribution Report AA - 100 90 M 70 6C Z Z 54 w U sr L1 41 Q1 3 2 E GRAIN SIG= - mm % COBBLES % GRAVEL 7 SAND % SILT % CLAY 0.0 49.1 4$.8 f 2.1 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X=NO) ,75 in. 100.0 100 - 100 .25 in. 59.6 55 - 75 l #40 l 1.8 8 - 24 9200 2.1 0 - - 0 II i F {k i f Soil Descripti;z Recycled Concrctc Top Coarse Atterbera Limits QL= LL= Pi= �'iQ9�f1t' 0852 13.0 060= 6.43 D50= 4.59 030= t.89 D15= 0.613 DSO= 0.334 C �= 19.26 Co= 1.66 CiassificaHon -USCS= AASHTO= Remarks 'rested By: SD Sample ID: 10104a WSDOT Top Course Sample No.: 10104a Source of Sample: On Site Location: Stockpile Client: Rencon Concrete Recyclers KRAZAN & ASSOCIATES, INC. � Pro}ect: 2002 Control Samples Date; 2-21-02 Elev./Depth: Page 0 OT 5 FILE No.51"Zi 09,16 '02 09:25 PAGE 1 r I il CONSTRUCTION TESTING LABORATORIES, INC. ""'ur:u I 1) : Pa 1 me r Cok i r,g Coal FAX : 425 432 3883 REPORT r: 01 - --s 1� 1 FEB 0 ZaOrt 15 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383--8778 Focsim;J* (253) 383-2231 N. A. Degerstrom, Inc, DATE Feb. 06, 2001 MISC. TESTING r Feb. 06, 2001 '�'•" :. COKiNCCOAL) iciLse . ORDER No.:. , ,y NIA�PAL6ER : f o RrTORT o . Client PAQJECP? T--1767 cviiTAwCrO-A ��. MATERIAL(a) MkFQRM/1T10N7,777. ��— r'p�°� Sieve (Wet) Analysis L,B 1-077 —.................. - _MA'LSRIKL; _ TOP COURSE (5/8 n Minus Crushed Gravel) vo N/A _.. aavncsor,; Belt . s g°. CLIENTgAMPLB LOcATIO" Black Diamond B`��' Aaron (CLIENT) OR"nrPlY L. S16VS ANALY916 ADOMONAL DATA SIEVE sax.. % PAssING SPFcMCATION n oxprio 314" 100 100 DerwanuAMor ..._........ 112" 93.2 FriYENF93146DU t"s 318 1 80.6 F!s ACTURS FACE 1I4" 65.2 55 75 ItYPROMezu 04 { 56.7 k ka .A.§IO # ( 43.2 I LIQUID ,-Lfi{r r (LU -� ` -4 MER:p �— # 10 1 39.6 Yt a mcr htrr # 16 i 30.5 Y INDEX bNn� P]Lk 1i,rraand, r j I 12.6 $W24 ( 6 .)81162841 (42a)4�l#40 rca�sirr Kzr ter # 1Q0 { 6.3 �CcU ARu.viiuRrric' Fax ?T T P*rTE;W ...._.............._...,.,. _..._ # 200 1 4.7 0 --10.0 w SPIC cLFrc. r.ItnvrrY s .. SVLYATE SnUNDNESS (s9) 601ixi6 C.1.s88iFICATIQN: •. . _ F[ELD > NIA ' MDI�FORMS `dry z�►s GILSON TRAY SHAKER, 8" ROTAP SIEVE SHAKER, OHAUS 220, OHAUS 4K #1 Ravisvdvv c. -' ✓ _ -mass I pmxM 1 BLUE "M" OVEN. esre�,rY` JCROSSltmd uwTLCOii.ETBD' ` FEB, 07, 2001 MPORT SMALL NOT S! RNPRODUCRD [XCePT)N'PULL.`MRTMOUT'TIff WKITTRN APPROVAL OP,TWX LABORATORY: ' WORD I Date Revlsed: 10119100 1 Date Typed: 02.07.01 Date Reed: 02.07-01 SEP-11-2002 11:42 CITY OF RENTON PBPW 425 430 7241 P.02 CONSTRUCTION COMPANY: ADDRESS: __ 3 1 S 3 3 CITY OF RENTON TRANSPORTATION SYSTEMS —TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN C, •,,y . co. APPL. DATE: `0%//z0 D_ . 9 8 o9 a PHONE #: (20) 6 31- A Y;.o CONSTRUCTION SUPERunwxDENT: C/w-� MOB./CEL #: (D6 )7 30 - SS+ 9 3 PROJECT NAI0: L FAX # (;,e3) A 39 - 91, AS PROJECT LOC TTI VnNS& Al- IV E N/T/SIV OF: WORK TM; 7 , oo - S' : L-u APPROVED BY: WORK DATE: 9f J- `/job APPROVAL DATE: NOTES: 1) HORS ZONE TRAFFIC CONTROL SfiAIl BE 12V ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE). FIRE. AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITH PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 664-2732 AT LEAST TR'EM-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND SO MINUTES BEFORN THE ACTUAL CLOSURE. 4) PLAN HUSP BE smngl =D AT LEAST 7M= (3) WORMNG DAYS PRIOR TO WOE. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY UM DISPLAY A COMPANY LOGO (ANY LEGAILY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VESICLE OR EQUIPMENT. cowwrm: F-2-o ✓ S i Q V 1 *% vt q d�1 a i l s s e w a t-� do-►-LG� s i-aK �► a rd p la,� SKETCH t —NORTH--- l� li z:tic N I have been informed of my responsibilities for traffic control and cos�Y agree to Comply with off traf�FJc.%r�g lotions of the City of Renton. iT�N�acTaR //! " " INSPECTOR /'^" POlJCE SIGNATR DATE: 'A. #11 a\M4"'Oc 0FWtAToytW\*rWkV%PL^3 SEP-11-2002 11*42 CITY OF RENTON PHPW 425 430 7241 P.03 i� • /V , representing Vl/ agree to comply with all traffic regulations of the City of Renton. I shall pmpare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with tip Manual on XnVorrn Traffic Control Devices. F shall notify emergency services twenty-four ('24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the Approved traffic control plan and/or without notification of emergency services may result in my rec eivirtg a citation for violation of R.C.W. 47.36.200 through 4736.220, 9A36.050 Reckless Endangerment,.and other applicable State and City codes. I certify I sun responsible for the project and the responsible party to be cited for violation of R.C.W. 47-36200 through 4736-220 or 9A.36.050 Reckless Endangerment, and outer applicable State and City codes. NAMEL- 0c- /I/e - l� C ,6, cam. MOB: SS#62-6y13 -- HOME ADDRESS: 3 19 3 3 /4. II� - &e�� A J��. WORK ADDRESS: s WORK PHONE: S 3- 6 3 I- A y;L, p DOME PHONE: S 3 6 -31 - I ci ') 9 COLOR EYES: g WIIGHT: i is HMGHT: WASHINGPON STATE DRIVERS LICENSE NUMBER N r h L- -v OA y 9 g,-1 Q C Theo 0PUWj0 + kTCnfi0= TOTAL P-.03 [ND NOTES. ROAD MORI( , ■ yap 1. Floodlights shol.l be provided to mark flogger stations of night. G20 20 2. If entlre work urea is visible from one station, one flogger may be used, otherwise two floggers and signing will be required each dIrtotIon. ,p0 3. Sign sequence Is the some for both directions of travel. ` x° �. See Buffer Data Table. Use If buffer vehicle is recommended, yo it may be a work vehiole. I buffer vehicle is used, minimum u from end of toper to work area shalt be total of "R" troll ahead e distance) plus length of vehicle, plus ,B,, (buffer space), It Duffer 11o�° \ o vehicle 1s not used, minimum distance shall be }-l\ P a het, / Q�, �t S. Steady burning warning lights (Type C. MUTCO) should be used to e+0 mark chonnelliing dev ces of night as needed. y h� 6. Eithheerkreevverrse cone toper or sign G20-2o may be used to show end oof woa. e� o ,o N20-70 BUFFER DATA BE PREPARED Buffer Space. CHANNELI2INC DEVICE SPACING (FT) MPH Toper Tangent 50/65 40 80 35145 30 60 25/30 20 10 LECENO 0 0 0 Chonneliiing Devlces Flogger �/. TO Speed (MPH) 25 30 35 40 AS SO SS 60 STOP N20-801 B (FT) • SS 85 120 170 220 280 335 415 (OptlOnal) Buffer Vehicle Roll Ahead Distance y� ONE LA&E A Yard Dump Truck Stationary Movin y ROAD 24,000 LBS AHEAD Operation Operat on N20-4 B (FT) • 100 175 ,I. Roll Ahead StoPPing Distance Assumes 65 MPH Speed and Dry Povement SIGN SPACING TABLE~ RoadwayType ROAD YP Spied X c WRK Freewos and 1500't II AHEAD EExpres voys SS/65 MPH (or of per Rural Roods 45/55 MPH 50011 w2o-1 Urban Arta rlola 35/40 MPH 350't Urban Streets Resldentol and Business 25/30 MPH 200'! Districts Typical opplicotion of troffic control devices on o two - lone highwoy where one lone is closed and i1099in9 iS provided. A(c�E_N(;Y USE_ TRAFFIC CONTROL. PLAN MASHINCTON STATE DEPARTMENT OF TRANSPORTATION OLYMPiA, vASMINOTON IneorDerated enonyes to Onopttr & of MUTCD one reslpned S1p APPROVED MONTH DAY, YEAR oATE REvIs1oM BY APPR'p STANDARD PLAN K-2 ent by: ICON MATERIALS 2065753207; 09/16/02 10:34; gLf#g #831;Page 5'6 R*c* .V*o; U/28/oa f1;oai -> =ODW MATEHIALBi Pepe Y "a8/21/2802 23:07 2539461383 ICON MATERIALS, INC. PAGE 02 f' Oo 8 p. o a REPORT AUG 1 9 Wt AUG I CONSTRUCTION TESTING LABORATORIES,IMD_,_ICOH 4IA .,. it,.vn r T.. misc. _l+lJigtn t N/A * C-117 a s. i / 4" i 'All #16 * 40 #tx U 19f-mid-fi •7 A-464 56.5 46.0 31.5 28.6 22.3 14.2 8.9 6.6 1201 East D Strleat, Surds 101, Yocomo, WA 98421 %laphm" (253) 383-8778 Focsimii* (253) 383.2231 _a..` AU ust 08, 2002 N/A PwAmw ' - T- 1��i� N A N A ,F- 'svj}Wxcud • ivicMonl & D-2419 mw Q opcwt =-'��G 2i.. NZA : s 1. 2. 4 and PC: set •C Client , , iient r 1 t 04 =100% # 10 = 00 % , ram=° ���' � a.•-' . : ryKricarNaex� � ' *ago= e -�a-,r.- ...��. ........... .. '' t , o!!ea:+�!+►.!!!t_ Wet Method,] 43 (32*1 ecat—ataswcW"M ; __ QA7! 71*Im 17� Mg1Y ! OA" M , wtl1/4.e4N! I RAWSM i w M & Mf►, 144WL alb►. Lit am Avcv iFrs-aR 1 FhOM I AD HONE N0. 425 772 2278 r Sep 'g. . S TABLE I lfrazan & Associates, Inc. Offices Serving The Western United States 16 2002 11:05AM P2 KA No. 096-02024 Lab Report No 2 Page No. 2 of S 0%070Q4 i,b i.dw FPOM V 11• PHONE NO. : 425 772 2278 Sep. 16 2002 11:05AM P3 Particle Size Distribution Report SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS7 (X=NO) .75 in. 100.0 100 - 100 .25 in. 59.6 55 - 75 #40 11.8 8 - 24 4200 2.1 0 - 10 GRAIN SIZE - mm Soil Descriptictn Recycled Concrcte Top Coarse PL= Attgrbera L - Pi= i 085a 13.0 60= 6.433 D50= 4.59 D300 1.59 DI5= 0.613 1310= 0.334 Cu= 19.26 C&- 1.66 Classification USCS= AASHTO= Remarks Tested By: SD Sample ID: 10104a WSDOT Top Course Sample No.: 10104a Source of Sample: On Site Location: Stockpile Client: Renton Concrete Recyclers KRAZAN & ASSOCIATES, INC. 11 Project: 2002 Control Samples Date. 2-21-02 Elev./Depth: Puge 3 of 5 FILE No.519 /16 '02 09:25 Palmer Coking Coal FHX:425 432 3883 PALE REPORT �'C'sf� 8x- 0012- N'�'J'� FEB 0 ZOO$ CONSTRUCTION TESTING LABORATORIES, INC. IssuEa � 1201 East D Street, Suits 101, Tacoma, WA 98421 Telephone (233 383-8778 � .. W wt; lrr. if '+K,. ..y. .,.r.y',ry• ; r-i•.t i• ..ww.l-e1y.... tom....: r R',. .t'.'.. AiC..x Ar. awvV f' t N'OILa I"A�3�GRE T11VA:�rY'S !'�S'rtRrPR�Fo[sim,le (253) 383 2231 N. A. Degerstrom, Inc. �,DATE Feb. 06, 2001 _ _.. MISC. TESTING Feb. 06, 2001 LMER COKING COAlj n�iIft N e artnla rro. ' ialA PRUJ� N/A - . A[PORT __,.. 03 LZXcTRwCf07Y" Client PAilJECP tru, T-1767 —,-,.---_ —. 1 -^Y , ,,.• ,' •.�. � IYtATIRIAL(slINFORMATION �'• '•., ;, ,. Sieve (wet) Anary:ia 1-077 - _B MV; .:-.. r►urmo:L TOP COURSE (5/8 n Minus Crushed Gravel)a NIA aouncsor ,,.. ,...,...._. , Belt t�"Mrt.ED r G� lEN7 LOCA7C" "H I MPI N Black Diamond RV Aaron (CLIENT)ew ':�'' } lIRVR ANJLLI►s1i �" d ADDITIONAL QATA SIaVL SI?t •/. PA5SiYG SPF.GTFlCA1'IO(Y AM1�'rlo�r......-- DiiGUADAMON nNimsss MODULUS 3/4" I 100 100 _ 1 /2" 93.2 r 3/8" ( 80.6 Pucivts1rACE- 1.A AB AMON 1 /4" 65.2 # 4 56.7 55 75-- # 8 43.2 I uum trr w # 10 I 39.6 PLUMC LM" (PU �.--. # 16 30.5 _.......�P's; PLAl�fl ety r4Dix am Lowkc KliYriW21Giir ' .13 g f>l y: k Wgrhington 300) 8116-2841 (425) 4 2-33542 # 40 1 12.6 8 -� 24 # 200 4.7 0 —10.0 T - _...__........... EQ............ mptc4t4�awnV gm.. r _-- j SIWASOUNDNHBS(sa)) ....- -- !1r MOI�CI'tJFiE . eotua) CL.AUTFIcATTON VW �^ �-a* CONFORMS y GILSON TRAY SHAKER, 8" ROTAP SIEVE SHAKER, OHAUS 220, OHAU5 4K #1 r Ser�s'� , .. BLUE "M" OVEM. __ Lvm UY� JCROSS / lrtrd - - n"rt coMtasan FEB. 07, 2001 :NPORT $HALL NOT RR Rl/RDDUCRp RXoarr 114 PULL: WITHOUT THR WKrMN APPROVAL OP TNR LA60KA WORD / Date Revised: 10/19100 / Date Typed: 02.07.01 Date Reed: 02-07-01 ID Task Name Duration 2 Sep 22, '02 Sep 29, '02 Oct 6, '02 Oct 13, '02 Oct 20, '02 Oct 27, ' T W T F S IS IM I T I W F T I F I S I S I M I T I W T F I S I S M T W T F S S M T W T F S S M T W T F S S M 1 mobilize 2 days clear and grub 3 days pipe installation 11 days abandon lift station 3 days restoration 10 days 9/19 9120 911 9/23 9124 1 0J8 1019 10114 : ♦ 10125 2 3 4 5 Owner: City of Renton Project: Higate Lift Station Elimination Contractor: Westwater Construction Co. ContractTime: 30 Working Days Project: Higate Lift Station Elimination Date: September 17, 2002 Task Milestone ♦ Critical Task `'! Summary NOW Progress Rolled Up Task Rolled Up Critical Task Rolled Up Milestone Rolled Up Progress Split External Tasks Project Summary Page 1 Owner: City of Renton Project: Higate Lift Station Elimination Contractor: Westwater Construction Co. ContractTime: 30 Working Days .......... Task Milestone Rolled Up Critical Task Split Project: Higate, Lift Station Elimination ... . - - I Summary ................ .................. ............... Critical Task ....... Rolled Up Milestone External Tasks Date: September 17, 2002 ......... I Progress Rolled Up Task Rolled Up Progress Project Summary Page 1 ID Task Name Duration 2 Sep 22, '02 —FSep 29, '02 Oct 6, '02 Oct 13, '02 Oct 20, '02 Oct 27, ' T IW T F S S M T W T F S I S M T W T F S SIMI T I W I T I F IS S M T W T F S S M T W T F S I S I M 1 mobilize 2 days clear and grub 3 days pipe installation 11 days abandon lift station 3 days restoration 10 days 9119 -9120 911 = 9123 8124 :: 10 18 1019 10114 ♦ 10125 2 3 4 5 Owner: City of Renton Project: Higate Lift Station Elimination Contractor: Westwater Construction Co. ContractTime: 30 Working Days Project: Higate Lift Station Elimination Date: September 17. 2002 Task Milestone Critical Task Summary Progress Rolled Up Task . Rolled Up Critical Task Rolled Up Milestone Rolled Up Progress Split External Tasks Project Summary Page 1 ID Task Name Duration 2 Sep 22, '02 Sep 29, '02 Oct 6, '02 Oct 13, '02 Oct 20, '02 Oct 27, ' T I w-F-T-71 F I S 5 I M I T I W T F S S M T W T F S S M T W T F S S I M I T W T F I S I S I M I T W T F S S M 1 mobilize 2 days clear and grub 3 days pipe installation 11 days abandon lift station 3 days restoration 10 days 9/19 9120 911 = 9123 9124 - - 1018 1019 10114 € €€€€ d s€ €€ €@ € €'€ € € €=@ € € @ € €€ €'s €€€€€€=€€€ €€;€€€ €€€€ € € €€ €€ = = = = ♦ 10/25 2 3 4 5 Owner: City of Renton Project: Higate Lift Station Elimination Contractor: Westwater Construction Co. ContractTime: 30 Working Days Project: Higate Lift Station Elimination Date: September 17, 2002 Task Milestone Critical Task Summary - --- Progress Rolled Up Task Rolled Up Critical Task '. Rolled Up Milestone ^ Rolled Up Progress Split External Tasks Project Summary Page 1 ID Task Name Duration 2 5 22, '02 Sep 29, '02 Oct 6, '02 Oct 13. '02 Oct 20, '02 Oct 27, ' T W T F S S M T W T F S S M T W T F S I S I M T W T F S S M T W T F S S M T W T F S S M 1 mobilize 2 days clear and grub 3 days pipe installation 11 days abandon lift station 3 days restoration 10 days 9119 ♦ :€€ €€€ 9120 911 9123 9@4 1 018 1019 10/14 € €€€€ ': = ♦ 10125 2 3 4 5 Owner: City of Renton Project: Higate Lift Station Elimination Contractor: Westwater Construction Co. ContractTime: 30 Working Days Project: Higate Lift Station Elimination Date: September 17, 2002 Task Milestone Critical Task Summary ------ Progress Rolled Up Task . Rolled Up Critical Task '`:`: Rolled Up Milestone Rolled Up Progress Split External Tasks Project Summary Page 1 WESTWATER CONSTRUCTION COMPANY LETTER OF TRANSMITTAL 31833 Kent Black Diamond Road Auburn, WA 98092 Office: 253-631-2420 Fax: 253-639 9625 TO: CITY OF RENTON-5TH FLOOR 1055 SOUTH GRADY WAY RENTON, WA 98055 CAG-02-151 9/16/02 JOHN HOBSON Higate Lift Station Elimination WE ARE SENDING YOU x Attached Under separate cover via the following items: _Shop drawings ____Prints Plans _Specifications _ Samples _Copy of letter _Change order ` Other: THESE ARE TRANSMITTED as checked below: x_For your approval ,Approved as submitted Resubmit _copies for approval xFor your use Approved as noted _Submit _copies for distribution REMARKS: SIGNED