component cooling pumps foundations - masonry,' as-built. · 2018-10-26 · c k i"1 6 l2)...

1
I 15I I 17/ 4 9 l 5 19 12 13 3 ,8770-6-67 I ASPHALTIC COITICRC)'E PAVINC ,555 DTLS STTO.DG4G5 As BUILT DRAWING TRANSFERRED TO FPL c so'~7 EL 2350 I AM'IL ill(A %Nil ADDED,'(Io)S) FAONI TOIZ F DN PEiz PC!xi 105-50 PAVING EL l FILLER STRIP- VARIES 222 L ADDED ', (C4,C()) MONITOR FDN') (KIS)REF DWG-PER, PC)( (DOS-7'9 cAI i 2E3x8 ogK THI5 DWG UUITH D4/6 8770-6- 672 4673 DEL: (Cl1) LQC(F I) 12 PSL(M5) SLAB REV:Q7$ 12) NQTE{814FI'2,MB Kll) Dial (EA)4EIQ) EL(M) PLAN(EIS) EIB) SECT ADD'.(F 1) ()PNG(LS)PAVING $ 18)NOTE AS E5EJILT ) 4 EL 12.0 JNOMIITiAL COR.RUGA TED ,COFAP. DECK 24 GAGE,4'2'ITCH, I i( DEPTH THIS DOCUMENT IS THE PROPERTY OF EBASCO SERVICES INCORPORATED. ITS USE IS EXPRESSLY RESTRICTED BY THE TERMS OF 'THE CONTRACT, DATED AS 0( AUGUST 10, 196S, BETWEEN EBASCO SERVICES INCORPORATED AND FLORIDA POWER 4 LIGHT COMPANY 5-'/9-78 V ?(T J DC D I- T . A (CI/-I) ADD,'c16) A,IS, (Jll) NOTE cia) DET" X (E9)AP> LOCATION CHANC!ED: (HI+) 44)/3x i4 70 C-4 x 3 x-12 ((9AU/ANIZED) ADD.'HI4) HOLES. IN I- / 4 B. SE.C',T 0) - D(GB) i'2 =1-C) 8-30-7 M,lj,S, SV'LORIDA POWER & LIGHT COMPANY HUTCHINSON ISLAND PLANT x 1973 890,000 KW INSTALLATION UNIT NO. 1 2 COMPONENT COOLING PUMPS 2c0 / EL 1167 SLOP DD.cxli) slcT x x" 4 "xi-xi" ,cxz,k'7 OPFJE12 cx)) ooTG (Fzl Hi I GR c? T /l Ccz)c il F RLF'i)c&)AP cool sUPP CJi C'?, C1) SGCT U-IJ 6"Ul-Ui i CCTIBT) C?TVL CD'?, 0 I) VVBRP HQLS. RBV. CJI T, Ai4)KLBVLC Fis GIOJLCIT)LEFITV klS) Ci?TV. DEL4 CLS,AI4) ELST/ C K I "1 6 l 2) N 0 T If e L, FOR PIPE SEE 2 DNIG 8770 -6 -483 N 0 EL967 CL) FOUNDATIONS MASONRY EBASCO SERVICES INCORPORATED NEW YORK IC() /~/7/ ?2) 9 i ~2'- 0 SeC. TO BE GROUTED AFTER. CONC .PIPE IN PLACE. ADD: ( L4 17 ) NOTE CEF 18) BI!ANT(()7) H4(E ((7,KT)5(VS. RE V:(B3 87, CT 10, F lO,M4)SLV RHGIF ( I(G)PIPE 3I,VS-SCH(M,(?'lB) DIM. (K I ) NOTE DcL SCALE B =150 UNEE55 NOTED dZ&m2F. DATE /P ~KVP' t T B (Ais) / T L-L (cs'DA DR Y'ALC I N TLL ~A 8770-.6-67 I 2 APPROVED) BY CH. NO. REVISION DATE 17 ' 9 Qfg~g Q(p~ 14 '.15 13 12'NCHOR BOLT SCHEDULE / DE 8 INIQ) NUT ROUGH CDHC TANK SHEL~L OUT I I NE X EO I- N n 0 222 EL EL 23 EL IB,31 SEE DETAEL A ANCHOR Et PAV I H C SCE HEAD 2. STD SS IolPE '2 4 LCT REFUELIHC WATER TANK 31-0 NUT TYPE I 2 STD SS WASHeR (55 300 56RISS) TYPE I?T ROUGH CONC TYPE IK TYPE IT. HOT El 7'- 6 7-G 7-6 .0 , Z 621 LT Z 42 ADJUSTABLE BOLT KEEP SLEEVE FREE ENSIDE FROM GROUT I ~ co DC CL zloUF DI)v POST BOTTOM OF It FLUSH WITH CONC SOFFiT TYPE IE TYPE I)( TANK SHELL OLIFLI PJ E NUT SLEEVE ANCHOR lt. SECT E E (C it) ,0 LP.EL 18 0- 'OLT PROD LENGTH LENGTH OF THRD NQ NQ TYPE MARK NQ DIA. 30 238 DIA ENGTH NQ SIZE 6 2'0 30 9x9x I 6 3'-5 60 30 BI PA VI N C )F 3 QL I 0 oo EL 2 Or g TD Cl 25 oa 4 TU DC.7<( L ' 4Eo RKC4? E) 7 58 42 g I '- 5 8 14 olio )2 5 5-0 I B'2 1.a 90 45 Q-IQ DET LA! (MI3) 3'- 0 I!0 4C Txi o V) H~ DC LLIX o< M TD 5L~I3 5 le. l SECT F-F (H6) '4= ILO SEE LOE'TATI 'i D 0 PAV I NG PAVING FOR DET 5EE 8770-G -SSq(UO), ICO 2-o g 4- PVC CONDUIT L)TJITH COUPLING AT EACH END REACTOR AUX BLDG! 8770-6-58! 7, l 5 'PA C B'4 TOP QF WA IK. EL I8 31 654 (7)Fvc coNDUiT D ~ T TLTS'LE EVf5 TH R OUGH PIPE TUNN8 L FQR DET Sf 6 oi)UG 8770-G-408 9" (OS H SECT 5-5 (EIS) IF 0 2 2- 2'O-O eJ 55 0 SEC T KK (39) SECT S-G (Hio') ile E/4 g w 0 X TTP g c)9 F54 32~SLY l 4 EL 19:?5'i PAVI NG ', slDGI QUAI)ITITIES (NE.T 8Y FIELD UNLF5 NOTED) CLASS '" CONC RBL'8 (3 DOO PSI) 1735 e.V. CDFAR. DECK LAS PER DET 'A") (MI3) I Eo KOUD 4 K3x'4 I AS VER laiT "E. ) (HI44) 215 LF FOR PIPE SLV QUANTITiES SEE PIPE 5LV SCHEDULE(HI6) 6" PVC T)I/A7 ERSTOP 17G LF 30 "42 Iv? H COVER 25'FRAIvIE I RE 6? 0 STD GUA R D RAIL AS PER DET 8 (N IO) 64 L.F 34 PLATE (AS PE R DET C ) (113) cKR REGo '9" Pvc wATERS TOP 1(0 L.F 42nc)O AA)O Oil. CEJSHIFJCK xx w R F FT g1 E. F) Y916C)3 E)t'THY ASF)HALT 1141PREC,HATED FILER B)DARD BV FIEI.D NOTES: CURRENT AC I 'STANDARDS SIIALL GOVERN FOR ALL DE- SIGNN AND CONSTRU!.'T ION UNLESS OTHERWISE NOTED COHCRETE SHALL BE CLASS 8 (3OOO P6 I) SEE Sl'EC'IFICATIDH FLO 81'70- 4 /3 FUEL HAHDL'NG 8770-6- SS'5'2 3 1 VL fl. SRS EL5.()5 I ~9RH/5 CM3) ~EL 13 5o DRILL $ TAP'S~-II NC G NT5 KEY WALLS 5 TCURS CT",e1 AtTER PLJIVIP 8/ASE IN PLACE (4 SiDES) ~ 6 > -l?FC?5 TJS.LSBN STUDS Cs I-'5 O,C. EA 5IIDB (4 SIDES) CT H H (Ie) SE L 4.x3x 2 (coALUANIzED) (CUT SY Fif LD) I '-0 T'1 P PROVIDE ('2) 342, Hc)LES DULE PIPE '. SLEEV SCHE. ALL PSI. SHALL CO(v?FORM TO A-135 (DRADE "A" STEEL SCH EL, 3,00 A STiv) 20 0 i V5 >C IJJ c R VOEEP HOLE TYP. (4 SIDES) ~4(45I(). (CE)T BY'IELD) t/! A R IKP/ D I A NB Rf 6? D 1 S C LE NGTH ALL AHCHOR BOLTS, DRAIH PIPES, PIPE SLEEVES, ELECTRICAL COHDUITS AHD EMBEDDED PARTS SHALL BE IH POSITION BEFORE CONCRETE IS PLACED. FOR AI L CONC. SELOOI EL + 5.oo'HE '4/ATER cEMEAT RATlo NQT To ExcEED o 44 ALL BASE PLATES, ANCHOR BOLTS 2(ANCHOR PLATES SHALL BE IN ACCORDANCE UE/1TH ASTYI SPECIFICATION A-36 '(EXCEPT AS NOTED) FOR COATING OF EXPOSED 5TEEL SIJRFACE5 SEE NOTE "319" DIXPG 8770 G -584F ALL BACKF! LL SHALL BE COIVI PACTE 0 IN ACCORDANCE TX/ITH SPEC.IFICA'T ION FLO-8770-471 FOR CLASS1 FIL 1 2/2 H PS 2'- 0 D ET 'E (Mu) 2'- 0 P5 10 4L2 4 6 I" = I'-0 PS 3 1-0 10 I'- 0 PS I'- 5+ PS 5'2 PVC WATERSTDP SCE DUVG 8770-G-5854 (LID) PS (i I(o 2 I ~2-I'HDL22 D E T C /E3,E7) NTS 2LQ 2 M PS 7 32. FEE 45" lNCL. SLEEVE I- 0 FOR LOCATIONS AND SIZ.CS OF- PIP. SLEEVES AIVD EL+C, CONOIJ ITS FIELD TO CHECK MiECN. ANLT ELE'C. D4/GS BEFORE FINAL CONSTRUCTION. FOR ADDITIONAL OPE NINGS iN 4IALLS FIELD TO COIYIPLY WITH DET "AD OR DET "8" D4l6 8770-6-584 (,l.l5) A5 BUILT g oF HOLES 4SDLTS UU)BRIC/!TED WITH GRAF'HIT~E I )TO,C. EL 23.7> + TDTF OF COKG I:l IS.51 N 4 T HO EFOlFT? 4/ Lil OFLE2 TKE I EBLFTiFRT OF THE VLTAAtl, GIKOL)ED OLFE EE LT4 i?EFV ST VOl?6 ?LTAFI IL2" j 2 TF FLFT5 iJT'LTTDL 2 SECT R-R (HI3> HTS U) l94C () co I-<n + Vl ~8U EL/ C1 lU EL EDU) tiEFEI ENCE DQWAIQ( S'EFUELIHG V/ATER TA)JK J i ~yy TYP Pl PE 5 LV DET NTS (K i 6) Y, LIST OF Di'ch.W I!4)GS SITE GI?AD:LIC1 62 DR/KIN AC 6 SH I PLANT ROADS -PLAFJ S 436LTS SH I 'IARD PIPINCS 'aH3 (FIECH ) REACTOR AUX Bl'DG- TJ//ALLS E'l FUCL HANDLINED BLDG PLANS (MECH) FUEL HANDLING BLDG BASE SLAB REACTOR /lu)E BLDG- EXT. UC/ALLS COMPONENT COOLING 8!.DG FR/(MING (A-5) coMPONENT COOLING PUMPS M 4 R SH I CQF?PONENT COOLING PUMPS t/! 4 R SH 2 f YARD DUCT RUNS AND LIC HT 114C F)LA N SECTIONS AND DETAILS DH I ~ (ELEC) SITE GRADING 4 DRAINAGE -SH 2. COMPONENT COOLING PUMPCJ IvlAQJ 4REINF 9H '2 811O -A-14E 8 /70-CR-4IL'5, 8 110- 6-/(PTI)% 81 70 6-1 )'0'770-6-581 87 7 0 -G -073 877 O-G-595 877 0 -G -58xF 8770-G.S/tl 8770 -6 672 f5770-G-673 EL?3.85 EL '?2/.11 (56cl x.x) i- '3 0 FQR 8770 6- EL23 5 584 (LID) 5l 13 0 SALID 6 OIL GUS HIOA) CTO BE. F/ 2 DF 202205ITE EE EL/ED TEL 2? E4 $ OFFiET C SECT «-+ 'll o 4) OP LJGL !1 2'ihl2 1'-C Cse.CT)i-x) I IIF 0 2/ 82242 oOL)CT (BECT x x) ASPH. PAV INC) LA TTT 1 E L XX -X X (7.6) IMD- 'ILO 5 E C T YY-YY (315) '2 =1-0 8770- G ~ !/0 8770-G-?/8/1 8770-G. ID78 0 I /4 I'1 L l0 2 4 C RA)CK CGCCT x-K) 5E C T X" X (E1) (AS KJOTBD), co p ( $ /)(I I X I (Dz) (DPF HAFJD) KEPiiTLJ(2242) ILDDD(ji F)[( 13PII Declcet g Go &~ X)hxl" (FE'f C ¹ D l ~5-Qa TD t APRRTUTEhx REOULJLTIOERY 1)olCEET FILE E 1 O ~ M N 0— D G T)JIS SLAB 4WALL TO 8E. POURED AFTER ALL PIPlNC1 LS IN PLKL PAVING ~E L IS 25' cJ EL 23.50 F L 23,50'AVIIJGi EL VARIES '~TANK SHELL QUTLi NE lii PAVIN6 EL VAR I E5 2' 2-D 5(6 il 0 5-6 Io 4 SLEEVES 32 $ SLEEUE EL 12.0 1 i 424 $ INCL. SLEEVE E L 10.00 Oil L- 0 0 I I O 2 0) 6 356 6 DET "E"CHi4) 6 Ix/g5 EL 3.00 CO IFT+ DC IL I 12'o '3- 0 PiPE TUNNEL S.o 1563 S ECT B-5 (GB) SE.ZT C - G(G~) // IZ I -0 10 4 3 ISI o 2-0 GSOL O '?.0 1322() HOLE CENTER. EL I'KQO'c.'AD MONIi, FDN lZE.&C)27 } 48" ct) OPENING It EL 1?F.75 ) is" OPENINGL GEE DET AB (N5/ G (P78~ / 82 4 HOLE. E FEL 16,83'-0 DIA CONC POST (TYP) 3lo Q l/L 10 17'RRD RAIL 6x2DF KEY TNP 6lo SLOPE 5+> 0 SLQPE TATP T'o4 )X,TQO 2CGI ZLG '?-BS-lxo ATS O RTZ'5' L'? - TRE OE D) ='LI SLDP/ I 4LD ~40 ED 4- BTS- 14 )@S- OLI (JI) 2PS6 IG"0 slvs 4 EL IS.Oo' (Jl) "- Ull L P E L I I. 67— -0 .'oi -'ol4l o 2-'olz: 0 I WUl ~ ~ I ='S 2? DEEP K?V TYP +dF? STRAiIUER FDA) tJ C„— „F SLID!A)C STJP O C3 0 i 11 ~ g 57RAilif ''Q IK',ADIATION N?ONITOP, FDINr 1 CH5(FECM57.GEE DFT ASCN5 G.ID78 I) AD. lviONI7 FDN CH 5'7 / / 4-0 2 I -0 «'? DE&P KBT 0 l7,AD lvlONIT, FDN CH 5(g 2 4 P'IXED GU PPOPTG COMPO NE.N I COOi ING PUMP DIC" 2- 0 2 4-c) < 1. / DaEV TAT ~ / i.o 50 2 '? REQ'0) „,lz 'il 3 m I 22) COMPONE NT 4 COOL! NG UIT(e DIA IU D 0 V) 0 0 C SLC) PE 222 22. C/ TTP CJe) @0 4 ~ LS TQ BLG Q. Pl. ED LAF1EA PIFKS is HJ PE C TVP) c4 «'? KBV (IVV) lh- 4 W W I I 4 4 COMP ONBN-, COOLING PIJivlP "IE)2 'l. B) .14L AB) ( RECO'0 I ol 80 (TYF, ) --..86 2-4 ~ SLTDIK)E?x SFJTA 20 2'I 4 7YP. FOR PUMP FD I BC 0 O R RTE12 Dt C /1i3 to,ico 2 1" C)6b.FT KTSV / \'5 - CSF /(IVP Ag SUDTHCs 52)PTSCTRTS) R CK'D 213 1-6 3l0 PS 2-10" SOS Q f L I'.50'.P EL 1825 I 5'- 0 T~O C~TJ~P 3-0 x 1-4 QPN(o I I BQT EL 13-4 FILL BLQCKQUT WITH CONC ) FQR DETAILS SE DWG 6 584(KI I 1 I 112.00' 0 0 25 Cs l «o COIAPE) ELBTJ 7 COO Li A) C) H T= 1 h <OMPUHE I!' COOLINGT M E,'E 'L-YSTS-f ACE 4qD I /Fx2 DEEP CNTS KEY TYP FOR ICO WALLS H P FL 12 0'OR EMBEDDED ks ANO AAIC HOK BUlis I ocATION E DETAILs r / ~SLD I 5 LOT Fi 3 0 45 '?O ps 5-42" 4 slv ( EL9 25'oe EL,25.5'- 6 BK2 DEEP CNTS KEY T (P FOR 210 4/ALLS C TYP FOR zcO %AiLS SEE A-5 DVVG 8770-6-84I PS3-IO 0 SLVS ~B $ EL i5,33'P EL 0 SBF- A ~ TOP OF VVALL EL '23 ~ SO ('TYP Uh)LESKJ LIOTED) Icox 2'DEEP 1 TYP PiOR 3 l 22 I! 39-2 =-~====-:===-:==:==:-'-c i?0 I O-O / .OI2'E3 6o'- 7 7co SLO T I LJ —- 3 ISOLATION 30INT USE 9" PVC WATERSTOP, 30INT FIL'LER r AND 30INT SEALER A5 PER TYP WATER STOP OETAI L DT?UG 8 770- 8 -58 4 ( L I 0) F IO'0 I L? RDAT) (E) I5) (E 16/F0.00') (FI5) GC6 j EL 12.00'0 OI /4H COVER AI FERA ME ~ FLOCKHART TYPE 612-H 6! 977 I! LQ TOP SLAB TQ BE PDURE,D AFTER ALL PIPING IS IN PLACE SECT T- T EF2) (TV F) (E.L 'l5.83'XX (KI5) RAA I- Ol SLE EVE I HAIKIDLlh! G BLDG ~ H (GIB) 3IC6 I(K ~ REACTOR AUX '5LDS (F 8) 43'. 3 SECT ill.ill 31 -5 REACTOR EL IZ,OO FH5 P I- ) hJ Vt 23S ASPHALT TC C2 A)CWE=TE- 5ECT U-U (c~l 5E,( T L3I-Ljl (c))ASHDTED (T'(Pl 5! EL 23,77'L 23,50'O I- 0 LX TO 2 ,,TAIJK SHELL OUTLIL)E E L 23.66 / E.l 2"..RJ3 '?-04) QPHCS GRADE e ~ EL I'D,OD ~ (TVP) Co SFL O 8'PEJC4 (VERIFY 5'I F iGCO) I 'k ID I F44) OPHCT T lo Q. H I- BL li- io('- (VERiF'I LSS F (TVP) izlD) ~ C OMPACTED FILL '(o)5% )VIOPII=IED AASHO) EL 12.00 g 24 EL I 0O 4 "wEBIO HoLE 2~?lio QPHaf (I oc BV FEEI.D h 5-'o 1 5Lo I.(2 I / / '4.0 'E-GF &E (- T A - A (02)

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Page 1: Component Cooling Pumps Foundations - Masonry,' as-built. · 2018-10-26 · c k i"1 6 l2) n0t ife l, for pipe see 2 dnig 8770-6-483 n 0 el967 cl) foundations

I 15II

17/4 9 l5 1912 133

,8770-6-67 I

ASPHALTIC COITICRC)'E PAVINC,555 DTLS STTO.DG4G5

As BUILT DRAWING

TRANSFERRED TO FPL c so'~7EL 2350

I AM'IL

ill(A%NilADDED,'(Io)S) FAONITOIZ F DNPEiz PC!xi 105-50

PAVING ELl—FILLER STRIP-VARIES

222 L

ADDED ', (C4,C()) MONITOR FDN')

(KIS)REF DWG-PER, PC)( (DOS-7'9cAI

i 2E3x8 ogK THI5 DWG UUITH D4/6 8770-6- 672 4673DEL: (Cl1) LQC(F I)12 PSL(M5) SLABREV:Q7$ 12) NQTE{814FI'2,MB Kll) Dial

(EA)4EIQ) EL(M) PLAN(EIS)EIB) SECT

ADD'.(F 1) ()PNG(LS)PAVING$ 18)NOTE

AS E5EJILT

) 4EL 12.0 JNOMIITiAL COR.RUGA TED,COFAP. DECK24 GAGE,4'2'ITCH, I i( DEPTH THIS DOCUMENT IS THE PROPERTY OF EBASCO SERVICES

INCORPORATED. ITS USE IS EXPRESSLY RESTRICTED BY THETERMS OF 'THE CONTRACT, DATED AS 0( AUGUST 10, 196S,BETWEEN EBASCO SERVICES INCORPORATED AND FLORIDA POWER4 LIGHT COMPANY

5-'/9-78 V ?(T J DC

D I- T . A (CI/-I) ADD,'c16) A,IS, (Jll) NOTEcia) DET" X (E9)AP> LOCATION

CHANC!ED: (HI+) 44)/3x i4 70C-4 x 3 x-12 ((9AU/ANIZED)ADD.'HI4) HOLES. IN I- / 4 B.

SE.C',T 0) - D(GB) i'2 =1-C)8-30-7

M,lj,S, SV'LORIDAPOWER & LIGHT COMPANYHUTCHINSON ISLAND PLANT

x 1973 —890,000 KW INSTALLATION—UNIT NO. 1

2 COMPONENT COOLING PUMPS

2c0/

EL 1167

SLOPDD.cxli) slcT x x" 4 "xi-xi",cxz,k'7

OPFJE12 cx)) ooTG (Fzl Hi I GR c? T /lCcz)c il F RLF'i)c&)AP cool sUPP CJiC'?, C1) SGCT U-IJ 6"Ul-Uii CCTIBT) C?TVL

CD'?, 0 I) VVBRP HQLS.RBV. CJI T, Ai4)KLBVLC Fis GIOJLCIT)LEFITV

klS) Ci?TV. DEL4 CLS,AI4) ELST/C K I"1 6 l2) N 0T Ife L,

FOR PIPE SEE

2

DNIG 8770 -6 -483 N0 EL967CL)

FOUNDATIONS — MASONRY

EBASCO SERVICES INCORPORATED NEW YORK

IC()

/~/7/

?2)9

i~2'- 0

SeC.

TO BE GROUTED AFTER.CONC .PIPE IN PLACE.

ADD: ( L4 17 ) NOTE CEF 18) BI!ANT(()7)H4(E

((7,KT)5(VS. RE V:(B3 87, CT 10, F lO,M4)SLV

RHGIF ( I(G)PIPE 3I,VS-SCH(M,(?'lB)DIM. (K I ) NOTE DcL

SCALE B =150UNEE55 NOTED dZ&m2F.

DATE /P ~KVP'

t T B (Ais)/

T L-L(cs'DADR

Y'ALC I N

TLL~A 8770-.6-67 I 2

APPROVED)BY CH.NO. REVISIONDATE

17 ' 9 Qfg~g Q(p~14 '.1513

12'NCHOR

BOLT SCHEDULE/ DE 8 INIQ) NUT ROUGH CDHC

TANK SHEL~LOUT I I NE X

EO

I-

N

n0222EL

— EL 23

EL IB,31 SEE DETAEL A

ANCHOR EtPAV I H C SCE HEAD2. STD SS IolPE '2 4 LCT

REFUELIHC WATER TANK

31-0NUT

TYPE I2 STD SS WASHeR(55 300 56RISS)

TYPE I?T

ROUGH CONC

TYPE IKTYPE IT.HOT

El 7'- 6 7-G 7-6 .0, Z

621 LT

Z42

ADJUSTABLE BOLT

KEEP SLEEVE FREEENSIDE FROM GROUT

I ~ coDCCLzloUF DI)v

POST

BOTTOM OF It FLUSHWITH CONC SOFFiT

TYPE IETYPE I)(TANK SHELL

OLIFLI PJ E

NUT SLEEVE ANCHOR lt.SECT E E (C it),0LP.EL 18 0-'OLT PROD

LENGTHLENGTH

OF THRD NQ NQTYPEMARK NQ DIA.

30 238

DIA ENGTH NQ SIZE

6 2'0 30 9x9x I 63'-5 60 30BIPA VI N C)F 3 QL I 0

ooEL 2Org TD

Cl 25

oa4 TU

DC.7<( L'

4Eo RKC4? E)

7 58

42 gI

'- 58 14 olio

)2 55-0I

B'2 1.a

90 45

Q-IQDET LA! (MI3)

3'- 0 I!04C Txio V)

H~DC LLIXo<M TD

5L~I3 5

le. l

SECT F-F (H6)'4= ILO SEE LOE'TATI

'iD

0 PAV I NGPAVING FOR DET 5EE

8770-G -SSq(UO),ICO 2-o

g 4- PVC CONDUITL)TJITH COUPLINGAT EACH END REACTOR AUX BLDG!

8770-6-58!7,l

5 'PA

C B'4

TOP QF WA IK.EL I8 31 654 (7)Fvc coNDUiT

D ~ T

TLTS'LE

EVf5 TH R OUGH PIPE TUNN8 LFQR DET Sf 6 oi)UG 8770-G-408

9" (OS —H

SECT 5-5 (EIS)IF 0

2

2-2'O-OeJ 55

0

SEC T KK (39)SECT S-G (Hio')ile

E/4

g w0X TTP

g c)9

F54 32~SLYl4 EL19:?5'i

PAVI NG ',slDGI

QUAI)ITITIES (NE.T 8Y FIELD UNLF5 NOTED)

CLASS '"CONC RBL'8 (3 DOO PSI) 1735 e.V.

CDFAR. DECK LAS PER DET 'A") (MI3) I Eo KOUD

4 K3x'4 I AS VER laiT "E. ) (HI44) 215 LFFOR PIPE SLV QUANTITiES SEE PIPE 5LV SCHEDULE(HI6)6" PVC T)I/A7 ERSTOP 17G LF30 "42

Iv? H COVER 25'FRAIvIE I RE 6? 0STD GUA R D RAIL AS PER DET 8 (N IO) 64 L.F34 PLATE (AS PE R DET C ) (113) cKR REGo'9" Pvc wATERS TOP 1(0 L.F42nc)O AA)O Oil. CEJSHIFJCK

xx w R F FT g1 E. F)Y916C)3E)t'THY ASF)HALT 1141PREC,HATED FILER B)DARD BV FIEI.D

NOTES:CURRENT AC I 'STANDARDS SIIALL GOVERN FOR ALL DE-

SIGNN

AND CONSTRU!.'T ION UNLESS OTHERWISE NOTED

COHCRETE SHALL BE CLASS 8 (3OOO P6 I)SEE Sl'EC'IFICATIDH FLO 81'70- 4 /3

FUEL HAHDL'NG8770-6- SS'5'231VLfl.SRS EL5.()5 I

~9RH/5CM3)

~EL 13 5o

DRILL $ TAP'S~-II NCG

NT5 KEYWALLS 5 TCURS

CT",e1AtTER PLJIVIP 8/ASE

IN PLACE (4 SiDES) ~ 6> -l?FC?5 TJS.LSBN STUDS

Cs I-'5 O,C. EA 5IIDB (4 SIDES)

CT H H (Ie)SEL 4.x3x 2 (coALUANIzED)(CUT SY Fif LD)

I'-0 T'1 P

PROVIDE ('2)342, Hc)LES DULEPIPE '. SLEEV SCHE.

ALL PSI. SHALL CO(v?FORM TOA-135 (DRADE "A" STEEL SCH

EL, 3,00A STiv)200

iV5

>CIJJ

— c R VOEEP HOLETYP. (4 SIDES)

~4(45I().(CE)T BY'IELD)

t/!AR IKP/ D I A NB Rf6? D 1 S CLE NGTHALL AHCHOR BOLTS, DRAIH PIPES, PIPE SLEEVES,ELECTRICAL COHDUITS AHD EMBEDDED PARTS SHALLBE IH POSITION BEFORE CONCRETE IS PLACED.

FOR AI L CONC. SELOOI EL + 5.oo'HE '4/ATERcEMEAT RATlo NQT To ExcEED o 44ALL BASE PLATES, ANCHOR BOLTS 2(ANCHOR PLATESSHALL BE IN ACCORDANCE UE/1TH ASTYISPECIFICATION A-36 '(EXCEPT AS NOTED)

FOR COATING OF EXPOSED 5TEEL SIJRFACE5SEE NOTE "319" DIXPG 8770 —G -584FALL BACKF!LL SHALL BE COIVI PACTE 0 IN ACCORDANCETX/ITH SPEC.IFICA'T ION FLO-8770-471 FOR CLASS1 FIL

12/2 HPS 2'- 0

D ET 'E (Mu) 2'- 0P5 104L2 4

6

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