ML18127B548

Hutchinson Island Plant Unit No. 1 - Drawing No. 8770-G-664, Revision 5, Circulating Water System Ocean Intake & Discharge Profile, Sheet 1

ML18127B548
Person / Time
Site:	Saint Lucie
Issue date:	02/18/1993
From:	Ebasco Services, Florida Power & Light Co
To:	Office of Nuclear Reactor Regulation
References
Download: ML18127B548 (1)

Text

I 2

10 12 13 14 15 17 18 19 8770-G-664-l I

A I

500. 0 5 M5 H0 R E L IN E (tzt L 1V)

$ 1ANDARD P&NETRATto)4 TESTS ~EUBR 50 FT I '2 50. 0 0 '

EBID OF DISCH.

PIPE.

0 50 EXISTINGi I

EL ~ Iocco GPADE J PQR HEADWALi 5T)ZUCTURa MODIFICATION 5=E DIRIG Cr)24

)AAX tSAC.K.FII L ELEV ff 5) 5 Is.o 4oo'UPF ZONE FK-/y.n 12'IN. COTVEP

(

KGY pROFILE pLOT potRI ( (Itf) oc 0

~M-L.W. EL I O.O(z 1.65 NBU'iP B

I I tot Z

CDZ CCO 0

00 0

')

Z 5

HEADWALL STRUCT SFE 6-694-2 I

E'L -lo.s l)EROS/

PLOC-)C, TEL I AIo DISC.M 415)C t)E)TQ oiac.t4 LIA)L oE)iq w t

DIO PI5 Di DZO AVG.

SEABED (1015-71 TO 5-15-72) 030 I

CO 10 GL. - 40.0 c)4otztlAIAL lcc RiP-12AP B LANILGT = SEE sPEc iFICA [tot) P 0 9I ll.oz5 TREMIE CONCRETE 075 SHEET PILING C.W.

D I SC H L INE V

~ I'.

So'CALE:

H ':.6

/

4oco. o o SHORE LINE (MLIV) 5TA 5*E

. RE E IE RR TE5 EEEX 5 Z.

--B I (N-4) tZoQO.oo'LtBOM) 50 5

CT 24:

5 0

0Z Z

(

E EXIST ltlG 6 '.-'C=g EL S~oo I

HEAOVVALLSTRUCI tf c DV)

P L -

IX.REO'PEN TRENCH MLS, ISACKSII L SL V A

(J 3)

OE oARIO&.

'EEL -450 SHECTEJ TR i4C)i (OFRONAL) 5 MB45 RTCAL ou 4

UNLE55 IA)OTR=D Aco 5JRE voNE I L MIN.COVER

REY PRoFils ptoy Foie)T (ttP) 14'1" o' W

INTAKE LINE:S SCALE:

HA I

~ eO I IS 1 Zo Stceet'FIL)&~ R.~DWRTE c 'Doc 0

Rt

~ociSX G.AP sss(~(ho-w-6645Hzs2A 85 P4BUr AVG. SEABED (10 13-71 To 5.15-72) -SEE So tRSMIR C OOC SMDL TPILIOR

F IFI EX15TING GRADE

- f LEVATION VARIES 144 o

Co SHEETING LINE Z

CDZ CCO H

I-z 5

P k E 0

B BEF--

0

'P I IR 5 I

BACKFILL EVCNL'( WITH CLE' WLLL 6RALE0 I

S)LND SIDF SLOPES AS REQUIRED FOR 5TABILII (B Y F)ELD) 310 P IP 6

o. 0.

SEO MIN.

L!MIT OF EXCAVATION. WHERE 5UITASLF BEDDING MATERIAL fOUND TsiE coNSTRuctiot4 SPF

!FILAtiotc)

WELL GRAOED CLEAt4 SAND COMPACTED To l0%

MOD AA5HO FIR)Et (N Sit'u SO iLS (WHERE 57ANDLRI) pENETRATiON (E51 -A5TIVI DIMe=tn EXCEEDS 15 BIZOVS PER FOOT FOR AJLL 5 F"I BELoct PIPE)

LIHIT5 OF OVFREXCAVATI PIPE 0.0. I 6.0'ECTS.

A-A(ew) 4 C-C (5-4) (SEcT. c c, EKcAv. F0R TYPICA L S ECTION C.W.

PIPES DEWATERED INSTALLATION 8* IOO WA ELEV.

VARI F 5 lVAAQIES-OVEREXCAVATION AND BACK FILL WITH CLEAN SANO C014PACTED To 90'/o MODIFIED AASHO WHERE UNSUITABLE.

BEDDING MATERIAL 15 FOUND oti.

PIPE ONLY)

F-AC'b OF-SMSESivco CLOSES) tO PIPL coN51Rt)c IDPI So tNj SHEET I?115 cot.oFF its' 8

IB..tg 3-O VPO

'9 0

I Sto M TD 4

0 J.,E PIPE To BE SET tN PLAOE P LACE

( RTE AftI E Co NC R 5TE 0 coNSTRELtcgroAI ~

OHECtc IPE CIRADE AND ALIGQlv)ENT Co IRI PLR-7 0- QRE IfP PL A,c. E Do e54-

.ROTI LS55 TIIA'14 2 KI HRS LA7ER lRBMIL COIGCRS (8 (SS'E COT3S(Rt)Ct)O13 SPIC.tf.'LC.AQ)OB3 FOTZ RSGIOIRSBIIERGTEB)

Hz 38 SHBETIIIG To REMAIN tio rot 0 cs tio SLSVAt TOTO -70,00 vuLGss otME'Swiss IDOOT-AD 5E-(:t E-- E.

(B~iio'-g 554 2 (Dr) l EQC A"3B(vlhk) I (As PER DwG.5770-G-G 4-2 I --

4-5)

I8=)so TI4E BotTOM PROFI'LE5 SHDIVN ARo Ar4 )AVZRAGE of-8 MONTHLY P RCFILE5 TAKEN BETWEEN OCT. 'tl4

)IIAY'2-INDIYIDIIALMo)tiHLY. PROFILEG MICE I

AVAILABLEA'1 51(0 THE PLOT SHoWN PIIAY NOT.:

.RDPRE5ENT THE ActuAL'coAIJ Efotto)T4 ENcolJNTFRGD DuRIBIG cnr45 tgucT lotu. END cENTERLPJE ELEYATtof4 of RIPE

)TAIUSF BB IRRIET.:

RE**.Ro *RA ~TRAAETEE-:

B ET ERER R.

RT RE F

ALL E ETATIORB AR=- REER IIEEO TEMOR Low WATER. CPMLtht) FOLEY. o.oo' REFERENCE DRAWINGS LIST OF DR)WINGS.;

8770-ATIAT'5

CWS OCEAN (NTAKE 4 DISCHASIGE. PLAN'998.CT.GGBR SO)

HEADWALI STRUCT'S SECT'S tF.

ITFTAILE 8770-6-"694-1 HCALI)/LLL STRUCT'5 SECT'S 4 DETAILS,:.8770LG=)674-2 CW5 OCEAN INTAKE I OI5CH SECTS IOET55HZ 5770 CI-CZ&A-2 CW5 OCEAH INTA~KG R 015 H 5EC(5 I OET'5 5HS 877040-6(RI(-5

/ CWS VSCOCITY CAP REPAIR PLAN 4 SECT 832DOS&04 511 ZA WC) TeS

'I H'SE OPE)4 TRENCH SHEETED TRENCH (OPT IONAL )

5 MISE RICIIAL /AABou 0

LIAILE55

)JOTR(3 CC CO Z

CDZ s

CC Z

0 SiOE SLOPE A5 REQUIRED FOR STA BILI I)'BY FIELD)

RZA MI 3-0 PIPE I

TO C.OAR c-t5 I TE W. (u Ai)

0. 0.

BACK FI L AFTER PIPE 5 (TING 5HEETING LINE OCEAN BOTTOIR ELEVATION VARIES SEF.

PROFILE 3'0 Mik AS BUILT DRA1VING TRANSFERRED. TO FPL ~/-~

FLORIDA POWER 0 LIGHT CO JPE-POWER PLANT ENGINEERING I,

I 2998-6.603 501,8mG<64s4 WORK THIS DW6 WITH DWGSB II5770. 6-66 S)IZ 2

THis oocuMENT ls THE pROPERTY OF EBASCO SFRVICES, INGQRPGRATED.

ITs use Is ExPREssLY REsTRIGTED BY THE ~tl TERMS OF THE

CONTRACT, DATED AS OF AUGUST 10, 1968,I BETWEEN EBASCO SERVICES INCORPORATED ANO FLORIDA POWER/

a UGHT COMPANY., j,

~t'] gROA LIMIT OF EXCAVATION 'WHERE EL VARIES - SEF PRCIF!LE.

N 1

5UITABLB BEDDING MATERIAL 15 FOUND (SEE CONSTFuCTio 5Pec IFICA(ION) 5 USE PiPE VEIGII ic ED IPE I

3 P)

F!RM IN 5itu SOILS(WHERE SJO

.PERE(RATION [EST-A5tth DISFCR EXCEEO5 IS BLORVS PER FT.

FOR ALL Slci P.ELOIY PIPF)

RZC L I VIITS OF OYE R EXCAVATI VARIES-OVFREXCAVATtoN AND BACKFIIL WiiH C!.

5 5AND WHERE UHSUITASIE BE DDING MATERIAL 15 FOUND-BEfoRE PLACEMENT OF PIPE I

SECTS.

8 8( -) F, D-D(

- )(

o-0,

. Fo OH PE o

)

TY PICAL SECTIOfi C. *'. PIPE SUBAQUEOUS INSTALLATION 18 I -0 2/IE/BS HO DATE APPROVED REv ( Et ),JIB. ( Lto, KEF. Dwes 0

Jv'EI-;(EIS)

ELev. REF. PCBI lol c.

PCV: (KID,JIAMI9)IBB-OWG ADO:(Ctt)5 ECT(JISIKII) REF DVFo DEL (F43) OW6 kEF FTEP. 'lt.ROT'.

REY(Btz) ELEY, PcM~-78 Io(n 7K'ETH (10) SECT. E.E.

ACF FLC I OO gCDI 0 I'EE-M 0 OO O'TI I

aR.) ootr IFRAS JK j

REVISION

~

I BT CH THEO FLORIDA POWER 81 LIGHT COMPANY HUTCHINSON.ISLAND PLANT I

', )973 B90,000 KW INSTALlATIONUNIT NO. 3 CIRCULATWG WATER SYSTEM; -.if!.4

-, iOCEAN (NTAKE'IEt DISCHARGE, PROFILE:

I EBASCO SERVICES INCORPORATED NEW YORK.,

SCALE hs NOTE DIE CON HYC DR 14.GOREE CHP~R DhtF. 12(1.=72 APPROVED

.Oj+2. l.N, I '770-G-664 I--'-)--'W+l=-I Nggt ooi FF)]

10 12 13 14 15

, 16 '1L-I

' 0',:17 ~+-

I 2-'8 '-j,'.-.'--l-l-'-.-119 --'T-. -',