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REACTOR BLDG QUANTITIES (HKT,SY FIECO Uttatsst<<OTKD)
EXCAVATI0 N BY Fl U~ PZZY
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REACTOR BLDG UNIT No. I N 1000.00 E 1500.00
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NUCLEAR SAFETY RELATED TO PROTECT UNIT NO I
SAFETY RELATED COMPONENTS LEGEND UNCLASSIFIKO FILL70 BE REMOVS'0 REFERENCE DRAWINGS UsT oF DRawIHG5 EXCAVATION PLAN5 4 DE)5 SH I
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DISCHARGS TIJHNEI. MA5 SH I PLANT AREA STAGEE CLASS Z BACKFILL REACTOR BLOK SHFET PILING PlaH 4 sdcT REACTOR BI.DG SHEET PILING SECTS f, DET5 INTAKEARELEXCLYATIONPLLH (SECTS PLANT ROADS.PLAH L5ECTS SH HO I PROTECTtoN MlT FOR STK4M C<<FH DRott MASONRY FINAL IOCATIQH OF UNIT HO 2 SURCHAt<GK UHCQMPACTED BACKFILL STUDY UHOKROROUHD PIPING IH YICIHITY<F ISUT N) 'Z CTMT Gt<AYilTIOH 0 8 II 130 104 OKI34ICK ORAWIM<ts Toatit stllU<s f'7 flail Utf'at li fOUilUalidtl DIRRKC fda Cdffltdail SK
<HTAKKSTRUCTURE SHEET PILING.DETAILS 299 5-k 146 2995>>3 adl 2998 WMBZ 2998-6&32 2998-G 728 2998-6 730 2998.G. 73 t 1998-0.135 8710 6 465 8770.G-SSI Fs 87)D 160 fsd difa<<at<4 1995. I366 199d 1363
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'.4 f afat.V'NOTES TliE STRUCTURSS fRK 5815MIIC ClASS I FXCEPT 46 t<<0780 STAGE I EXCAVATIONAND BACKFILLSHALLI REACTOR SLDG C.B 4 I DERRiCK f<KJNQATIOH INTAKESTRUC7(JRK AHQ C.W.S DI5CH TUNNEL ALL ELEVATIONS aRE REFE'RE14CED IQ MEAN L<YW OCEAN WATER LEVEL (IJI.W) KLOUJXY COORDIHATKS ATORIGIN ARE Btsfo OH STATE QF FIORIDA PLaNE COORDINATES 'SYSTEMI E.AST ZONE BEARI465 ARE REFEREHCED '10 THE MERIDIAN ESTABLJSYIED AHD USED BY THE FU)RICA STATE ROAD DEPARTMEN'T ANO REFERENCED TO SPUD AZIMUTH DEWA ERING EXCAVATION LHQ 1st CXFH SHALL BE IH ACCORflfNCE WITH EBASCO SPFCS i FLO 2996.472 "DEWATERING<< ~FLD 2998M<7)
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FIELD TO INSURF THAT ENTIRE UNCLASS'IFIED FILL IS COMPLETELY REMOVED AT AU LOCATIONS AS INDICATED BY FS 8770.160 ALL ACCESS RAMPS ARE YD BE DEYERMINED BY FIELD ALL EXISTING GRADING DRAINAGE AND MANHOLE INTERFEREHCES SHAI L BE RE - ROUTED OR T'EMPORARIIY RELOCATED BY FIELD EXCAVaTIQN AHD BACKFILLMATER\\ALMttLLBl HaNDLFD AND STOCKPILED IN A MAHNE'R WHICH WILLNQT DAMAGE OR CLOG 7HE.
EXISTING PLANT DRAINAGE. SYSTEM 57408 I BERM AROUND REACTOR BUILDING SHEET PIUH6 SHALLBE tKACKO PYIOK 10 REACTOR BUIEOIHO CofYKI<04M COHSYKUCY!OHSEQUENCE HO Il(SZE DW6 I 731 sdaMHO< BZ RKMOVKOPRIOR 10 flaCIH<c OIE OUH RWAll UPYQ AT LEAST PLANT GRADE FIELD MAY SUBSTITUTE NON-C<A>>>>571 FIU DURING PREPARATION FOR STAGE I EXCAVATION QHLY aT ELEVATIONS AHD SITES TO BE RE EXCAVATED DURING SUCCEEDING STAGES ALL SHEET PILES SHALL BE REGULAR CARBON GRADE (ASTM A328) WiTH MINIMUMYIELD STRESS OF 38,500 Pdl UNLESS NOTED THE DRIVING TOLERANCE OF SHEET PIUHG IS'34 BETWEEN EXISTING<< GRADE ANo BoTToM oF EXQAYATtoiv THE MANITDWQC4100 IJFT CRANE AND AU.
CONCRETE DELIVERY LND EXCaVATED MATERIAL REMOVAI.TRIJCKS SHALLBE RESTRICTED FROM THE SLOPE AND BERMS ADJACENT To THE NO TH AND EAST QP DISCHARGE TUNNEL HEET PILING HO REUSED SHEET PILING SHI LL BK 0130 IF 4FTIR THE REMOVALOF SURFXCE RUST, THE STKEI THICKNESS WEIGHT AHO SBCTIQN 055164 YALUKS ARE LE55'4AN lllosE OF THE HKW MATERIAL 8 PE 0 IF IED.
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