ML18127B002

From kanterella
Jump to navigation Jump to search
Hutchinson Island Plant No. 1 - Drawing No. 8770-G 664-1, Revision 5 Circulating Water System Ocean Intake & Discharge Profile
ML18127B002
Person / Time
Site: Saint Lucie  NextEra Energy icon.png
Issue date: 02/18/1993
From:
Ebasco Services, Florida Power & Light Co
To:
Office of Nuclear Reactor Regulation
References
Download: ML18127B002 (1)


Text

I TN I

2 10 12 13 14 16 1B.

1 1B

'1 A

1 8770-G-664-1 IQ A

-P~ -'IM~MA-1 ID Z

LDZ FOR HcADWALL STRUCTURE JLXOOIFICATION DWG G.724 EXJSTINCi GRADE~

OL OPF I

RL.Ia.5 tiARQSt IVLOCK.

HEADWALL STRUCT 5EE C1694-2 BOO.O 4 MHX BACBCFILL LLSY (J-3)

RL LS.O

'1\\LIEF 0 H HA)44%

Liuw Vuti SHORE LINE (HCLIV) 4oa'OPF BOHR 12'AIH. CouEP FC-/9,0 MCH L1416 Vutt I

I'2 50. 00'

+KEY PROFILE PLOT Poiuj (TTF)

Dla D J a

o

'?

020 7~

51IEFT FILIHCB EMD OF DISCO.

PIPE L:

. ~I.B5 4

AVG.

SEABED (10.15 71 TO 5

15 72)

D30 OCI--

RL. Ca.a OMIHIEL WC RIP-12AIO EbLAHKRj = SEE GPECIFICA [IOIJ CLO 9111025 TREMIE CONCRETE 025 I44I'Es C.W.

D ISC H L INE vO'CALE:H, I

40.

I Ooio.o o

. SHORE LINE (PALJV)

STANDARD PEHE 12ATIOFJ TESTS EVB BOF PDO.OO

B I (N-4)

'3'LBOW E

EXISTING C

tE BL S~oa I

1 1

'2-54'O PiPES BLI30

<<r RHC.KPRL LL QA

%1 14.O ERE I SO

~00'~U5024E 15 MIH.COVER

'ICEY PROFILE Plc,j PQI IT (7'fF)

'7 15 120 7+'I 0 Ci VBLactg'(

R.F'a SEE II59io-GE-664 5H 24 ZA M L W o.o o i - - 1. 135 NGVD I

6 3

4 12f:6 o

OPEN TRENCH 5

MME RICAL IE UHLE55 ILIOTBCX SHEETED TR(NCH (DFI'IOHAL)

I<4 e C W INTAIYE LINES SCALE:

E~

CCIEBC (JS)

AVG. SEAR,ED CI BCO tRSNEW CoQC SBCVS laii 101 (to.l3-71 TO 3.15 72)-5EE NO7ES 1 M 3-RJ-SJR.:

1 F

IE Z

LDZ IR Cl E31 EXISTING GRADE

- FLEvATIDN VARIES c

1 r

BACKFILL EVENLY WITH CLEA'I YPEL'RADED SANO SIDF.

SLCIPES A5 REQUIRED FOR STABILI (BY FIELD) 3'-0 MIH.

Pl

0. 0 340 MIN.

LIMIT OF EXCAVATION WHERE SUITABLE. BEDDING MATPRIAL IS FOUND (SEE COICSYRUCttat XPECIFLCAiiaH)

I3IX ELFV. VARIFS WELL GRADED CLEAN 'SAHD LIMIT5 OF OVEREXCAVATI I-VARIES-OVEREXCAVATIDN AND BACKFILL WITH CLEAN SAND COIXFACTED TD 90'/P MODIFIED AASHO VIHERE UN5UITABLE BEDDING MATERIAL 15 FOUND DNF.

PIPE DHLY)

COMPACTED TD 90%

MDD.AASHO..

2!Rttv )FJAITU~ILS (VVHERE 57AHDARD PEHRTRA tlaH (EST P 5TEAII DISEAOO PIPE D.D.

~

6.0'xcRRDs 15 BEoiv5 PFR Faat FoR AL'1

'EFt BRLOEI PIFR)

SECTS. AA(24) 4CC(BC)

(SECT.

C C,EXCAV. FOR TYPICAL SECTION C.'W.

PiPES DEWATE))EG INSTALLATION 2

I O SM Rt PIER CHT.OFF PIPF-To BE. 5ET IH PLAcE.

PLACE (PCEIEAIE COHCREjE 0 coH57RUCTtoFJ Uj. GHECK

.IPE CCRPLOB AHD ALICNHIEFJj CoMPLEtc TRCMBP TLAcB MRPET R35 jttAH Z4 HRS LA)ER-tRLMEL COVCRttE.

(Shh'avstRvcttiav sovctctcHtlaE3 F

R RBCXVIRSMEQts)

OF 34ASL3'IVC1 cLosvs) ta ptpL caH5 (IRuc tope Dolivj

'I EIB MLBVHYIOLD -70,04 QQLOS'3 OtHBECW Cb QOCHD 5E.( 7 E-E.

(B~ito'->-6 J ))

q (P j>>(D~ ae(

) c,eN)t')q (As PER DwG.6770& 664-2 1 5-PP64-3) 18 = ILCO L

EP4 OB'1 3-c 4

S.o H

1 4

010 4'9

.i

.0 1 4 I

1 1

1 Bb MX38 SMERTIHI Ta REHHH IEE OVALC 3 TJJE BOTtalA PROFILES SMoivu JERE AH AVERJEOE o~

23 JPIOHTHLY. PROFILES TAKEN BETIEEEN OCT. POI F

)AA~Z~)JDLVIDUALMONTHLY:PRDFLES&JLE R7AILABLB1LcsttEIETHE:P~j.sHQHN tvtAYCN01'REPRE58FJ j~EACtUAI.~D.JJ:Ba Tta)vt

- ~HCO NTFREO DURtHCi COH5j(2uc jlOPJ ENO:

cRHTERLFJE ELRvAjlMHop PIPE IPCUMT BF- 'IvcEf P

P

  • 1 B 1<<

"'1 ELLE'EPA IG B A Il PC ICEC 1 HH LOW WATSJR (IHLW) SLAV. O.OO' 1

~

REFERENCE DRAWINGS LIST OF DRAWINGS 8770-Ac)46 CWS OCEAN.INTAKE 5 D(SCHAPGE. PLAN* 2998 CB-663 501 HEADWALL STRUCT'S SECT'5 4 )DF.AIL!'7701GJCH-I HEX(WALL STRUCT'S

. SECT'S 4 DETAU 5::.87701G=,674-2

..CWS OCEAN iNTAKE!C 15CJt SECtS 1 OET'5512 577OICJEGG4-2 CWS OCEAN JNTA~KE 1 OIS H MEETS ) OET'5 513 877GPOBH3643 CWS VMMOCITYCAP REPAIR PLAN A SECT 5732Y3 GGC

.So RA

I-:-~

1 I

OPE.J TRENCH SHEETED TRENCH (OPTIONAL)

MME RicAL ABEPU

'E UNLEss Nojwct RR IXI Z

13Z f)i M

SIDE SLOPE AS REQUIRED FOR STABILIIY (BY FIELD) 330 Ml PIPE

0. 0 Oouc P ia Bc (Qul BACK FI AFTER PIPE 5

1'TING 340 NIH SHEETIHG LINE OCEAH BOTTOM ELEVAJIOH VARIES SEE PROFILE I

FLORIDA ROVER 4 LICRT CO I

-N LIMIT OF EXCAVATION WHERE BIJITABLE BEDDING MATEIYIAL 15 P0UND (5EB ccHXTRUctt 5PCCIFIOA'ttoH)

)ISE PiPE.

YJEICH RD IPE C

XCTTR)

FIRM IN 5171J SOILS(EHIIERE 5/0 PEHETRATLOH '(ROT-AS'IM DISG EXCEEDS I'5 BLOBIS PER Ft FOR ALL 51Pi BFLOLY PIPE)

LI MITS OF DYE R EXCAYATI EL VARIE5 - 5FF PROFILE YAIRiE5-DvERExcAVAttDH AHD BAEYPILL wilv Uli>>

SAND WHERE UH5UITABIE BEDDING MATERIAL 15 FOUIBD-BEFORE PLACEMENT DF PIPE SECTS. B-B (E.M) 4 D-D (3'u) (SECT D 0, EXCAV. FOR DHE PIPE ONLY)

' 'YPICAL SECTION I..

C. W. PIPE SUBAQUEOUS

)NSTALLATION

-!B 1

2

-I 3;

4