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Ke <br />• M M I®RM <br />~(M) rtoD LRd oa <br />LDPD [ELl PIER REIKHtCDG <br />SEE S[KPBE FW LENGTH <br />B•_6' .ur.n r.on~o m`uanrrN <br />~": ~ ate:.. <br />~ _--, -n __..._....Y_ <br /> <br />1'-0 <br />lpP 6 SAiEtY PIER- <br />WELY P4R5 RRE RCWYENLED TI CW0.Y <br />Tx RYmlux NRnwu siunum my-I. <br />ulNOUw xol HWIPm. <br />usE Neva . e -NB K M <br />ORMeIT OC aTIIm( r <br />LURL c6L IuRi (TPIGW <br /> <br />JUG 2 8 2006 <br />APPROX. CONCRETE REO'D. <br />SLAB/PIERS 55 CU. YDS. <br />WALLS 39 CU. YDS. <br />APPROACHES 5 CU. VDS. <br />TOTAL <br />W/0 SAFETY PIERS 99 CU. YDS. <br />TOTAL <br />W/ SAFETY PIERS 101 CU . YDS. <br />Rrrt~am i <br />w. Wrum xvo va oow <br />FND WALL CHECKING DETAIL <br />APPROX. EXCAVATON ON = 380 CU. YDS. <br />(BASED ON 2'-0' CLEARANCE ARONND SIDE <br />OF PIT) <br />LOCRIE IIO SIFFF <br />oaux m RRGH-E <br />RUE W1lE piNXALL <br />T1-. <br />SECTION B-B <br /> Pli END CCPOG <br /> TrP. can cNv <br /> - 10'-0' z <br /> I / x <br /> ~ <br /> 11~ <br />~ <br />11~ <br />p <br />~ <br /> m S R12 tlUN wlIY pL <br />TALL ~ 1• RE [1 1) !6 w ! IP' A <br /> C-0' <br /> r- 1' TYP. T Oe N w e IY DE U'-L• L4 <br /> <br />Y % Y REWPY <br />iW. Nl YLS <br />EN- VALL AN D APPROACH <br />(TYPICAL E ACH ENO) <br />I <br />I <br />I <br />I <br />F- <br />1 <br />\YF YYS -~ <br />„; <br />I <br />I <br />I <br />-JI <br />cENERU IxoTES Dlvlsl°^ of Minerel5 and Geology <br />L CKC<YRiIBN, IWNDATIDN PDRn3, REBRRS, Rxp [°NCRETE IS 70 BE FIpNISNCO BY <br />C-HTRPCT1-R OR [USiCMER. <br />2. RCINIDR[INL BARS RRE Tp FOWL ASTN A615. GRAIL 30 W 60. BCXD BN6 C0.D <br />ip COKYBp1pRK VITN RCOUIRED DETPILS. RCnpVE SCPLC. LD°SE FUNCY RUST, DIRT, ANC <br />OTHER C tINL LNAT V0.1L- INPRIP BU1-ING. $PRCE BARS PRUPERLY WID TIE <br />SCCLREL IN POSITIM BEFORE PLPCIHG [6V[RETE. TACK VOIDING i° KEEP <br />RCINFWC NG IX PLP[E IS ILIT PERNITTE0. <br />3. NPTC IK ANp V-RKNPNSNIP TD BE IN P[[GRDRNCE VITH CIIRRCHi MCRIC41 <br />CBNCRET INSl1TUTE (POI) CODE RERUIRENEXiS. ALL C-0HCISTE i0 BE A nIHIMIM OF <br />30W P. Ia ze nAYa <br />A. 1500 P.S.F. MININW SOIL BEARING CAPACITY 2 RCWIRE0. M DESIGN IS <br />PDCWFA1i~gIglfFOt XICNVAY SURCMNtGE OR 300 PSf. PD.M2Ni iD PIL VALLS <br />3. RCEE Tp SJ MPNUPL 3BB1 Fpi np[E WiAIIEO INSTRUCTIhIS DM PIT <br />COHSI IEp RCC[NMCN-PTIRAS. <br />C. VDRK (RCM [ENTERlINE2 VMCH ERECTING FORMS Mlp PLA[C!L FOUNIUiION BOLTS. <br />PLACE BJa i$ ip VITNIN •~• [f PBSITIDNS INDICATCD M FfPVIXGS. (BRT$ MUSI BC <br />PLACCD IiHIN %+' p' TOTAL WMENSIMS FRDI CENTCRLINE W SCRLEJ <br />I <br />]. Fpt $ETill& PLN1. SEE PiPVIHG D913B2-SP. <br />8. CLC ANCE BIMEHSILH EpR B°TTDn [IF IMIN GIRDER i0 Pli ELWt IS 20 ]/e'. <br />9. VMI STPTE VEILHTS PNp MEASURES AUTIQi1T1ES XPVE RCG0.Al10XS. <br />PPRiI[LL TIN REGnRD TD PIl -CPTX PNO RPPRLnCXES. AFFCCi1NG PIT RND <br />gNSTPLLP I°11 1HC PIT WHTRACTCR IS RCSP[INSIHLE TD VERIFY TIMT THIS PLAN <br />HD INSi LRIIDH MEC1S LOCAL NIHIWM RCDUIRCKNT3. FQt ASSISTRNLE. CONTPCT <br />NCARESI 'RIRDAN(S SCKE DEFILE <br />10. SGf STPTES REONRE THPT CDN[KTE PICRS BE PDIA NDII[LITNIC VITX SM <br />VALLS (CCMIEHCCD MCTIUDJ <br />11. SUIT ffiE [UHDJIT PDR LOV V0.TALE [IXIDLCTd! SXIELDED [RBLE MAST PASS <br />iXRll i PI1 VPLL Pi ANY PDIN1 RBOVC PICR 1DPS THAT IS CONVCXIEXT. CbIWIT <br />MUSI C% ND BCYUNp PIT VALL P MINIMIIn DQ Y. FDF RUMS 6 CONDUIT IP i0 <br />30'-0. 1N ICXGTH, USC IF' [BNSWIT. AVOID RUNNIXG [PBIE :N [LOSE PRD%1MITY TD <br />XIGX VR AGE LIIE3. <br />IF PS IS REWIFCD IN PIT, Ii SNKL HIT RJN CLOSER TXAtt 21' IM PARPLLEL TD ANY <br />CELL [P E <br />12. GSl M-PLACE ANCHOR B4TS ARE MJT REWIRED AT PIERS, BUE ARE REWIRED <br />IH iNE E D VM4S FDR [NC[MIHG SYSTEN <br />IS iW$ 6 PLL PIERS M4RKE0 'A' OR 'D' WSi BE SMmTH, FLAT. AND LEVEL FHt <br />LDA-CFLL~BASE PLATES III BENt PRDPCRLY. <br />MAP EX49J-M3 <br />FAIRBANKS SCALES <br />NerlHdn, Nzzlssbp <br />110' X 10' REINFORCED PIT <br />6-SECDON NLL ELECTRONIC <br />CAP. 100 TON 7DK CLC <br />PLY-2600RC-SUO <br />t/3/03 <br />n/A. 1 1 <br />CB ~ dam, L I DEEP PIT <br />.4r. ,Ym. `"~'r" 77D910362-RP4 <br />-rRSS ~a ~zlo~ <br />