ML17312A051: Difference between revisions
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{{#Wiki_filter:}} | {{#Wiki_filter:10 12 13 (4 15 15 1B (9 877GLG-664-1 A | ||
A 51ANDARD pEHETRATIOH .TESTS EVERY'o Fi SHORE L)HE (MLIV) EIJD OF DISCH. PIPE. | |||
300. 0 5 12 50. 0 0' FOR HEADtvV/XLL 5if(UCitJRC 240DIFICATiON Mcx SLCKcit L ELEV | |||
'IOO 5UPF ZONE 12 MIN. Cc VEP 8 5EE DWG G-7'24 (J-S) | |||
Li 6:L 1S.O | |||
~ I 1 o EXfSTINCi PADL=J Fv' /3 o KFv PRPFILE PLoy PoiH 1 (lif) tz | |||
//M. L.w. | |||
W o FL . O.o)r i. 65 NOUS HEADWALL STRUCT 5EE'-694-2 tGLtLirz PLL-S9vh'4 0 I0 '? | |||
DI 5 Si 0/6 DZO D25 AVG SEABED (10.15'71 70 5 15 72) | |||
/ DSO C SL.lo.s fzL -34.oo to '+' | |||
DI5CH LISFE IJtztg C rzisc/1 I tvb vote EL.-40,o z tHRvs) 13LoctR 1 | |||
'NoMIHAL Ie/ IZIP-(ZAP BLAHKRj = SEE SPEC IFICA jioH FLD 9111.025 j SHEET PILING YREMIE CONCRETE | |||
~p't'9 p C,W. DISC H LINE scALE: " '/ | |||
I'0' STANDARD PEN~BRhittorJ TEST EVER'f BPFT ---B I (H.4) | |||
/ SHORE LINE (M(IV) 2'LBov/ | |||
Goo.oo 1200. 00' 2-84'4 PiPG MLX P Lt.fvl'Ll 'SL or- rzuoe- v(00 S~UE ~ONE I'2 fvttH COVER A (J 3) | |||
S.i iz .O VceOCItt 0 AP trio-cs-664 5H 24 2A ', | |||
EX15TltlG Gt'.JCE, 6'L S~oo =-ICEY PRoplf Ploj'ot 17 (7'fP) | |||
Co' r/ | |||
I HEADWALL STRUCT vE EL -I. SO MI W .o.ooLP li85 24CFVD J 5r r DvJ 7 15 | |||
'20 z = 1 5 | |||
Avo. SFABED (ro-i3-71 70 5 i5.72)-SEE No7ES F | |||
BL - EL.-Bd F | |||
9 | |||
* | |||
-''o'Hsei'pit-tt~zs trur/O'PEN | |||
)peizie ccvc-COVC sM'IE 5 HSLTP t L1 ii 1.: | |||
TRENCH HE(TED TR(licit (OPTIONAL) g (43~ | |||
144" O' INTAKE LINES 3 59 S I-- G Yvr | |||
', | |||
5 Mt16 RiCAL ou /5 LINLE55 N VIED 5CALE 't G 5HEETIHG LINE EX ISTIIVG GRADF - ELEVATION YAI2IES 144 P Co pi v' I HALO TES T4E BotTOM PROFILES SHPWH ARr AN AVERAGE o 8 MONTHLY. PRDFILE5 TAKEN BETIVEEH OCT. '71 g 7/IAY '1'2. IHDIS/IDUAL MDNiHL'( PPOFS.PS APE H | |||
BACKFIL'YENLVWITH CLC'N WLLL GRADED AYAILAc!LEA'T 5175, THt PLOT SHVNN MAY Noj H' | |||
/ SH 1 Pfre Cui-OFF SAND ~ | |||
/ .a REPRE5ENF THE ACSUAL OC-4FH. BOTTOM ENCoUHTERSD DHRtHG Co/45jfEUcy toAI END G | |||
CEHTCRLltJc EI.RVATIEtJ OP PIPE AAUSF BP- MET.:: | |||
V PF ( 3/ o 5IDF. SLC'PES AS 310 MIX. | |||
P I PE 0. 0 9 ACB of 'sHsesiiJci | |||
/1 o M | |||
/0 o | |||
Prl c PLAGE io BE SEi iH PlhcE (PEA/tE coNLRETE | |||
*t<< << | |||
PIPE SHALL 2 E: PLACED Ai A 'STPAI/iRT OIZADS | |||
'-Lv 1o'F/ -=/vpl Fr | |||
'I'='r REQUIRED FOR 5TABILII CLOSES I to Piv'tc 0 CON STRLICTroM Gj, CHEcK LDW vvATEP (IYLLY/1 IELFI/. o oo IPE CGQl D A/ID ALIGNIYIE/JT | |||
~ | |||
(BY FIELD) corcPLETE TQEcttE PLAcE Merit H~t L SS THA/4 'Z/f HQ5 L/ tSIZ coN5(pile tp/J 3olrvi ELEV. VARIC5 9 7REMtM COQf RDTL- (Setc L!SHT OF EXCAVATION WHERE coQs)Rvc(toQ BpectsrcATYVQ 5UITABLE BEDDING MATERIAL FOR PGOVYRBMEQt) I'ERENCE DRA)/VINGS c FOUN 0 '(SEE Co HSTRVCtttH LIST OF DPAWINGS, 8770-A-HG SPE-if-tch ttoH) | |||
CWS OCEAN INTAKE 4 DISCHAPGE PLAN'998 G 46350i 1!2 38 SHEevtN/ To RSMhiH HEADWALL STRUCT'S SECT'5 IE .ftf .SfL( . 877056 JG94-f WELL GRADED CLEAN SAND VAPIES-OVEREXCAVATION AND BACK FILL IFJ COMPACTED TG 40 % MOD AASHD WITH CLEAN 5AND,COI/PACTED TO 10'/r HEAEtr/LLL STRUcT'5 SEcT'5 4 DETAIL5'770-0-,494-2 LIM T5 OF OVERE C VAT MODIFIED AA PHD WHERE UN5UITABLE cw5 ocEAH INTAKE c ISGH 5CEY5 2 DET'55HZ 877o.(Y.GG4-7 | |||
-', | |||
PIQivh IN SrTU Sc iLS (WHERE 57ANCARP PEHETRAtro/4 TEST. A5714 DISSGOC, PIPE 0.0. BEDDING MATERiAL 15 FOUHO 'tit SLEVAtior3 -7006 vvusss otHSRw sv- tzozBo | |||
'. | |||
i5 BLOYVS PER RZ/7 FOR ALLI 6.0'XCEEDS | |||
'5Fi'BGLPV PIPE) t Stz EA SECTS. AA(E4) 4 C-C (8-4) (5EcT. c C,E/cAv. F0R 0N.: PIPE ONLY) | |||
TYPICAL SECTION 5E C I E - E. ( aiio'-cz ~ 694 /. (0") ' | |||
C.W. PIPES DEWATERED INSTALLATION | |||
((D jD) I+I E)CSC )A )L (v)E')L)I (45 PER DHIG.5770-G.GG4-2 1 5-/z/4- /) 1 | |||
.I | |||
'8 'LO I 8 z fcvD ." I f | |||
K OPEN TRENCH SHEETED Tf ENCH ( OPT ION A L ) | |||
5 1/tME Q ICAE /KP/od 'E LI HLE 5 5 thfo TR ID | |||
''t: | |||
5HEETING LIME | |||
'+ | |||
FLORIDA POWER 0 LIGHT 00. | |||
z OGEAN BOT(or4 ELEYATrOH YARIES JPE-POWER PLANT ENGINEERING 5FF. PROFILE BACK F I L AFTER z PIPE 5 (TING 3LO PiPE 3'-0 12998 G 663 501,8770Gvr64 c | |||
HIN wOKKTHIS DwG 0/ITH Dw05tl8770-G-GG4 SHz 2 510 E SLOPE AS MI M | |||
) PLGUIRED (B'/ FIELD) | |||
FOR 5IABILlt/ AS BUILT DRA)VING THIS DOCUMENT IS THE PROPERTY OF ESASCO SERVICES -L INCORPORATED. IYS USE IS EXPRESSLY RESTRICTED BY THE TERMS OF THE CONTRACT. DATED AS OF AUGUST 10, 1966,. | |||
LIMIT OF E/CAVATION 'WHERE EL VARIE5 - SEF PROF!LE TRANSFERRED TO FPL~/- BETWEEN ESASCO SERVICES INCORPORATED AND FLORIDA POWER Q | |||
& LIGHT COMPANY. .:. I'(t 5JITABLE BEDDING SIATERiAL 15 FOUND (58/ CONSTRUCttiz f REY'(El, JtE/ LIP) KEF. DVIGS | |||
'LORIDA POWER & LIGHT COMPANY HUTCHINSON (SLAND PLANT 1973 090,000 KW INSTALLATIONUNIT NO. | |||
5PGC IFKATIPH) 2/S/1 DFLY(EIP) ELEV. REF. PCH IGI 1 | |||
l N USE FIPB 7/EIGtf iu PEVF (EID,Jt9 MI9) t/EF Dv/5 C(RCULAT(NG WATER SYSTEM N I FIRM IN SYTU 5otr5(WHERE 53DTC ADO ti CI7) 5PEC (JI8 Kl I) IZEF DWG ED IPE 00 3 ITYR) | |||
PEHEtlGAT104 tE 7 A57M Dr&6 LIMIT5 OF OYEREXCAYAil VAEtES- OVEPE/CAVATiON AND BACK/ltL Wt " Li ~ | |||
: 7) 88 DcL (F13) CWG kEF PEP cc I 2 " p pzit LEL c/v/v /TF | |||
/ OCEAN lNTAKE EL D)SCHARGE PROFILE ". ' | |||
'.tz. i ExcEELG I'5 BLot/5 pEQ FT | |||
'f.l.- | |||
Hv'AND WHERE UN5UIYA51E BEDDING I/ATERIAL FOR. ALL 51/i PELOW PIPF) | |||
FOUND-BEFORE PLACEMENT 6 FIEV(Bz)ELFY, Pc/GHutD-78t pG ESASCO SERVICES INCORPORATED NEW YORK 15 OF PIPE Rev'I I) SECT. E.c Arrpovzp | |||
/-J-/F ACF YLC T/t'c 17-1='72 SECTS. B B (6<<) 4 D D(8-ll)(SFCI'.D,ExcAY. FOR Orle PIPC ONLY) SCALE AS NOle GAYE v oP lc'st 0 isH TYPICAL SECTICfN \ 7-20-73 'ie s I v Sty~CON. HY C. vi. PIPE SUBAQUEOUS INSTALLATION 87707G7664 | |||
'8' ISO PO. DATE GSVIS10H BY CH A/PROVES ":-'',-I-''I 10 12 13 15}} | |||
Revision as of 08:09, 29 October 2019
| ML17312A051 | |
| Person / Time | |
|---|---|
| Site: | Saint Lucie  |
| Issue date: | 02/18/1993 |
| From: | EBASCO SERVICES, INC. |
| To: | |
| Shared Package | |
| ML17312A008 | List:
|
| References | |
| 8770-G-664, NUDOCS 9702040180 | |
| Download: ML17312A051 (1) | |
Text
10 12 13 (4 15 15 1B (9 877GLG-664-1 A
A 51ANDARD pEHETRATIOH .TESTS EVERY'o Fi SHORE L)HE (MLIV) EIJD OF DISCH. PIPE.
300. 0 5 12 50. 0 0' FOR HEADtvV/XLL 5if(UCitJRC 240DIFICATiON Mcx SLCKcit L ELEV
'IOO 5UPF ZONE 12 MIN. Cc VEP 8 5EE DWG G-7'24 (J-S)
Li 6:L 1S.O
~ I 1 o EXfSTINCi PADL=J Fv' /3 o KFv PRPFILE PLoy PoiH 1 (lif) tz
//M. L.w.
W o FL . O.o)r i. 65 NOUS HEADWALL STRUCT 5EE'-694-2 tGLtLirz PLL-S9vh'4 0 I0 '?
DI 5 Si 0/6 DZO D25 AVG SEABED (10.15'71 70 5 15 72)
/ DSO C SL.lo.s fzL -34.oo to '+'
DI5CH LISFE IJtztg C rzisc/1 I tvb vote EL.-40,o z tHRvs) 13LoctR 1
'NoMIHAL Ie/ IZIP-(ZAP BLAHKRj = SEE SPEC IFICA jioH FLD 9111.025 j SHEET PILING YREMIE CONCRETE
~p't'9 p C,W. DISC H LINE scALE: " '/
I'0' STANDARD PEN~BRhittorJ TEST EVER'f BPFT ---B I (H.4)
/ SHORE LINE (M(IV) 2'LBov/
Goo.oo 1200. 00' 2-84'4 PiPG MLX P Lt.fvl'Ll 'SL or- rzuoe- v(00 S~UE ~ONE I'2 fvttH COVER A (J 3)
S.i iz .O VceOCItt 0 AP trio-cs-664 5H 24 2A ',
EX15TltlG Gt'.JCE, 6'L S~oo =-ICEY PRoplf Ploj'ot 17 (7'fP)
Co' r/
I HEADWALL STRUCT vE EL -I. SO MI W .o.ooLP li85 24CFVD J 5r r DvJ 7 15
'20 z = 1 5
Avo. SFABED (ro-i3-71 70 5 i5.72)-SEE No7ES F
BL - EL.-Bd F
9
-o'Hsei'pit-tt~zs trur/O'PEN
)peizie ccvc-COVC sM'IE 5 HSLTP t L1 ii 1.:
TRENCH HE(TED TR(licit (OPTIONAL) g (43~
144" O' INTAKE LINES 3 59 S I-- G Yvr
',
5 Mt16 RiCAL ou /5 LINLE55 N VIED 5CALE 't G 5HEETIHG LINE EX ISTIIVG GRADF - ELEVATION YAI2IES 144 P Co pi v' I HALO TES T4E BotTOM PROFILES SHPWH ARr AN AVERAGE o 8 MONTHLY. PRDFILE5 TAKEN BETIVEEH OCT. '71 g 7/IAY '1'2. IHDIS/IDUAL MDNiHL'( PPOFS.PS APE H
BACKFIL'YENLVWITH CLC'N WLLL GRADED AYAILAc!LEA'T 5175, THt PLOT SHVNN MAY Noj H'
/ SH 1 Pfre Cui-OFF SAND ~
/ .a REPRE5ENF THE ACSUAL OC-4FH. BOTTOM ENCoUHTERSD DHRtHG Co/45jfEUcy toAI END G
CEHTCRLltJc EI.RVATIEtJ OP PIPE AAUSF BP- MET.::
V PF ( 3/ o 5IDF. SLC'PES AS 310 MIX.
P I PE 0. 0 9 ACB of 'sHsesiiJci
/1 o M
/0 o
Prl c PLAGE io BE SEi iH PlhcE (PEA/tE coNLRETE
- t<< <<
PIPE SHALL 2 E: PLACED Ai A 'STPAI/iRT OIZADS
'-Lv 1o'F/ -=/vpl Fr
'I'='r REQUIRED FOR 5TABILII CLOSES I to Piv'tc 0 CON STRLICTroM Gj, CHEcK LDW vvATEP (IYLLY/1 IELFI/. o oo IPE CGQl D A/ID ALIGNIYIE/JT
~
(BY FIELD) corcPLETE TQEcttE PLAcE Merit H~t L SS THA/4 'Z/f HQ5 L/ tSIZ coN5(pile tp/J 3olrvi ELEV. VARIC5 9 7REMtM COQf RDTL- (Setc L!SHT OF EXCAVATION WHERE coQs)Rvc(toQ BpectsrcATYVQ 5UITABLE BEDDING MATERIAL FOR PGOVYRBMEQt) I'ERENCE DRA)/VINGS c FOUN 0 '(SEE Co HSTRVCtttH LIST OF DPAWINGS, 8770-A-HG SPE-if-tch ttoH)
CWS OCEAN INTAKE 4 DISCHAPGE PLAN'998 G 46350i 1!2 38 SHEevtN/ To RSMhiH HEADWALL STRUCT'S SECT'5 IE .ftf .SfL( . 877056 JG94-f WELL GRADED CLEAN SAND VAPIES-OVEREXCAVATION AND BACK FILL IFJ COMPACTED TG 40 % MOD AASHD WITH CLEAN 5AND,COI/PACTED TO 10'/r HEAEtr/LLL STRUcT'5 SEcT'5 4 DETAIL5'770-0-,494-2 LIM T5 OF OVERE C VAT MODIFIED AA PHD WHERE UN5UITABLE cw5 ocEAH INTAKE c ISGH 5CEY5 2 DET'55HZ 877o.(Y.GG4-7
-',
PIQivh IN SrTU Sc iLS (WHERE 57ANCARP PEHETRAtro/4 TEST. A5714 DISSGOC, PIPE 0.0. BEDDING MATERiAL 15 FOUHO 'tit SLEVAtior3 -7006 vvusss otHSRw sv- tzozBo
'.
i5 BLOYVS PER RZ/7 FOR ALLI 6.0'XCEEDS
'5Fi'BGLPV PIPE) t Stz EA SECTS. AA(E4) 4 C-C (8-4) (5EcT. c C,E/cAv. F0R 0N.: PIPE ONLY)
TYPICAL SECTION 5E C I E - E. ( aiio'-cz ~ 694 /. (0") '
C.W. PIPES DEWATERED INSTALLATION
((D jD) I+I E)CSC )A )L (v)E')L)I (45 PER DHIG.5770-G.GG4-2 1 5-/z/4- /) 1
.I
'8 'LO I 8 z fcvD ." I f
K OPEN TRENCH SHEETED Tf ENCH ( OPT ION A L )
5 1/tME Q ICAE /KP/od 'E LI HLE 5 5 thfo TR ID
t:
5HEETING LIME
'+
FLORIDA POWER 0 LIGHT 00.
z OGEAN BOT(or4 ELEYATrOH YARIES JPE-POWER PLANT ENGINEERING 5FF. PROFILE BACK F I L AFTER z PIPE 5 (TING 3LO PiPE 3'-0 12998 G 663 501,8770Gvr64 c
HIN wOKKTHIS DwG 0/ITH Dw05tl8770-G-GG4 SHz 2 510 E SLOPE AS MI M
) PLGUIRED (B'/ FIELD)
FOR 5IABILlt/ AS BUILT DRA)VING THIS DOCUMENT IS THE PROPERTY OF ESASCO SERVICES -L INCORPORATED. IYS USE IS EXPRESSLY RESTRICTED BY THE TERMS OF THE CONTRACT. DATED AS OF AUGUST 10, 1966,.
LIMIT OF E/CAVATION 'WHERE EL VARIE5 - SEF PROF!LE TRANSFERRED TO FPL~/- BETWEEN ESASCO SERVICES INCORPORATED AND FLORIDA POWER Q
& LIGHT COMPANY. .:. I'(t 5JITABLE BEDDING SIATERiAL 15 FOUND (58/ CONSTRUCttiz f REY'(El, JtE/ LIP) KEF. DVIGS
'LORIDA POWER & LIGHT COMPANY HUTCHINSON (SLAND PLANT 1973 090,000 KW INSTALLATIONUNIT NO.
5PGC IFKATIPH) 2/S/1 DFLY(EIP) ELEV. REF. PCH IGI 1
l N USE FIPB 7/EIGtf iu PEVF (EID,Jt9 MI9) t/EF Dv/5 C(RCULAT(NG WATER SYSTEM N I FIRM IN SYTU 5otr5(WHERE 53DTC ADO ti CI7) 5PEC (JI8 Kl I) IZEF DWG ED IPE 00 3 ITYR)
PEHEtlGAT104 tE 7 A57M Dr&6 LIMIT5 OF OYEREXCAYAil VAEtES- OVEPE/CAVATiON AND BACK/ltL Wt " Li ~
- 7) 88 DcL (F13) CWG kEF PEP cc I 2 " p pzit LEL c/v/v /TF
/ OCEAN lNTAKE EL D)SCHARGE PROFILE ". '
'.tz. i ExcEELG I'5 BLot/5 pEQ FT
'f.l.-
Hv'AND WHERE UN5UIYA51E BEDDING I/ATERIAL FOR. ALL 51/i PELOW PIPF)
FOUND-BEFORE PLACEMENT 6 FIEV(Bz)ELFY, Pc/GHutD-78t pG ESASCO SERVICES INCORPORATED NEW YORK 15 OF PIPE Rev'I I) SECT. E.c Arrpovzp
/-J-/F ACF YLC T/t'c 17-1='72 SECTS. B B (6<<) 4 D D(8-ll)(SFCI'.D,ExcAY. FOR Orle PIPC ONLY) SCALE AS NOle GAYE v oP lc'st 0 isH TYPICAL SECTICfN \ 7-20-73 'ie s I v Sty~CON. HY C. vi. PIPE SUBAQUEOUS INSTALLATION 87707G7664
'8' ISO PO. DATE GSVIS10H BY CH A/PROVES ":-,-I-I 10 12 13 15