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| {{#Wiki_filter:877GLG-664-1 10 12 13 (4 15 15 1B (9 A A 8 FOR HEADtvV/XLL 5if(UCitJRC 240DIFICATiON 5EE DWG G-7'24 300.0 5 Mcx SLCKcit L ELEV (J-S)6:L 1S.O SHORE L)HE (MLIV)'IOO 5UPF ZONE 12 MIN.Cc VEP 51ANDARD pEHETRATIOH.TESTS EVERY'o Fi 12 50.0 0'EIJD OF DISCH.PIPE.Li~I 1 o EXfSTINCi PADL=J HEADWALL STRUCT 5EE'-694-2 Si 0/6 tGLtLirz PLL-S9vh'4 Fv'/3 o 0 I 0 KFv PRPFILE PLoy PoiH 1 (lif)DI 5 tz W o'?DZO//-M.L.w.FL.O.o)r-i.65 NOUS AVG SEABED (10.15'71 70 5 15 72)DSO z C p/SL.lo.s tHRvs)13LoctR DI5CH LISFE IJtztg rzisc/1 I tvb vote 1 C,W.DISC H LINE scALE: "'/I'0'j SHEET PILING fzL-34.oo D25 to EL.-40,o'NoMIHAL Ie/IZIP-(ZAP BLAHKRj=SEE SPEC IFICA jioH FLD 9111.025 YREMIE CONCRETE C'+'~p't'9/Goo.oo SHORE LINE (M(IV)STANDARD PEN~BRhittorJ TEST EVER'f BPFT 1200.00'----B I (H.4)2'LBov/z=EX15TltlG Gt'.JCE, 6'L S~oo I HEADWALL STRUCT 5r r DvJ 2-84'4 PiPG MLX P Lt.f vl'Ll'SL A (J 3)or-rzuoe-S.i iz.O vE EL-I.SO v(00 S~UE~ONE I'2 fvttH COVER=-ICEY PRoplf Ploj'ot 17 (7'fP)7 15 1'20 Co'r/5 VceOCItt 0 AP EL.-Bd trio-cs-664 5H 24 2A', M I W.o.ooLP-li85 24CFVD J Avo.SFABED (ro-i3-71 70 5 i5.72)-SEE No7ES F F 9*I--G BL-trur/O'PEN TRENCH HE(TED TR(licit (OPTIONAL) 5 Mt16 RiCAL ou/5 LINLE55 N VIED 144" O'Yvr INTAKE LINES 5CALE't-''o'Hsei'pit-tt~zs sM'IE COVC)peizie ccvc-5 HSLTP t L1 ii 1.: g (43~3-21-59 S G-', EX ISTIIVG GRADF-ELEVATION YAI2IES 144 P Co 5HEETIHG LINE H 5IDF.SLC'PES AS REQUIRED FOR 5TABILII (BY FIELD)pi v'I GRADED/SAND 310 P I PE 0.0 MIX.BACKFIL'YENLV WITH CLC'N WLLL 9 ACB of'sHsesiiJci CLOSES I to Piv'tc coN5(pile tp/J 3olrvi~/.a PF (/1 o G V 3/o M o/0 SH 1 Pfre Cui-OFF Prl c io BE SEi iH PlhcE PLAGE (PEA/tE coNLRETE 0 CON STRLICTroM Gj, CHEcK IPE CGQl D-A/ID ALIGNIYIE/JT corcPLETE TQEcttE PLAcE Merit H~t L SS THA/4'Z/f HQ5 L/tSIZ 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 AYAILAc!LE | | {{#Wiki_filter:}} |
| -A'T 5175, THt PLOT SHVNN MAY Noj REPRE5ENF THE ACSUAL OC-4FH.BOTTOM ENCoUHTERSD DHRtHG Co/45jfEUcy toAI END CEHTCRLltJc EI.RVATIEtJ OP PIPE AAUSF BP-MET.:: PIPE SHALL 2 E: PLACED Ai A'STPAI/iRT OIZADS*t<<<<'I'='r'-Lv 1o'F/-=/vpl Fr LDW vvATEP (IYLLY/1 IELFI/.o~oo H'c f K L!SHT OF EXCAVATION WHERE 5UITABLE BEDDING MATERIAL FOUN 0'(SEE Co HSTRVCtttH SPE-if-tch ttoH)WELL GRADED CLEAN SAND COMPACTED TG 40%MOD AASHD LIM T5 OF OVERE C VAT PIQivh IN SrTU Sc iLS (WHERE 57ANCARP PEHETRAtro/4 TEST.A5714 DISSGOC, PIPE 0.0.6.0'XCEEDS i5 BLOYVS PER RZ/7 FOR ALLI'5Fi'BGLPV PIPE)SECTS.AA(E4)4 C-C (8-4)(5EcT.c C,E/cAv.F0R 0N.: TYPICAL SECTION C.W.PIPES DEWATERED INSTALLATION
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| '8'LO ELEV.VARIC5 VAPIES-OVEREXCAVATION AND BACK FILL WITH CLEAN 5AND,COI/PACTED TO 10'/r MODIFIED AA PHD WHERE UN5UITABLE BEDDING MATERiAL 15 FOUHO PIPE ONLY)9 7REMtM COQf RDTL-(Setc coQs)Rvc(toQ BpectsrcATYVQ FOR PGOVYRBMEQt) 1!2 38 SHEevtN/To RSMhiH IFJ'tit SLEVAtior3
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| -7006 vvusss otHSRw sv-tzozBo 5E C I E-E.(aiio'-cz~694/.(0")'((D jD)I+I-E)CSC)A)L (v)E')L)I (45 PER DHIG.5770-G.GG4-2 1 5-/z/4-/)I 8 z fcvD I'ERENCE DRA)/VINGS LIST OF DPAWINGS, 8770-A-HG CWS OCEAN INTAKE 4 DISCHAPGE PLAN'998 G 46350i HEADWALL STRUCT'S SECT'5 IE.ftf.SfL(.877056 JG94-f HEAEtr/LLL STRUcT'5 SEcT'5 4 DETAIL5'770-0-,494-2 cw5 ocEAH INTAKE-', c ISGH 5CEY5 2 DET'55HZ 877o.(Y.GG4-7
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| '.t Stz EA 1.I." I 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: z z c)M 510 E SLOPE AS PLGUIRED FOR 5IABILlt/(B'/FIELD)LIMIT OF E/CAVATION
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| 'WHERE 3LO MI PiPE BACK F I PIPE 5 L AFTER (TING 3'-0 HIN 5HEETING LIME OGEAN BOT(or4 ELEYATrOH YARIES 5FF.PROFILE EL VARIE5-SEF PROF!LE AS BUILT DRA)VING TRANSFERRED TO FPL~/-'+FLORIDA POWER 0 LIGHT 00.JPE-POWER PLANT ENGINEERING 12998 G 663 501,8770Gvr64 wOKKTHIS DwG 0/ITH Dw05tl8770-G-GG4 SHz 2 THIS DOCUMENT IS THE PROPERTY OF ESASCO SERVICES-L INCORPORATED.
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| IYS USE IS EXPRESSLY RESTRICTED BY THE TERMS OF THE CONTRACT.DATED AS OF AUGUST 10, 1966,.BETWEEN ESASCO SERVICES INCORPORATED AND FLORIDA POWER Q&LIGHT COMPANY..:.I'(t l N I 5JITABLE BEDDING SIATERiAL 15 FOUND (58/CONSTRUCttiz 5PGC IFKATIPH)USE FIPB 7/EIGtf iu ED IPE 00 3 ITYR)FIRM IN SYTU 5otr5(WHERE 53DTC PEHEtlGAT104 tE 7 A57M Dr&6 ExcEELG I'5 BLot/5 pEQ FT FOR.ALL 51/i PELOW PIPF)LIMIT5 OF OYEREXCAYAil VAEtES-OVEPE/CAVATiON AND BACK/ltL Wt" Li~Hv'AND WHERE UN5UIYA51E BEDDING I/ATERIAL 15 FOUND-BEFORE PLACEMENT OF PIPE f 2/S/1 REY'(El, JtE/LIP)KEF.DVIGS DFLY(EIP)ELEV.REF.PCH IGI PEVF (EID,Jt9 MI9)t/EF Dv/5 7)88 ADO ti CI7)5PEC (JI8 Kl I)IZEF DWG DcL (F13)CWG kEF PEP cc I 2" LEL p pzit 6'f.l.-FIEV(Bz)ELFY, Pc/GHutD-78t pG c/v/v/TF/'LORIDA POWER&LIGHT COMPANY HUTCHINSON (SLAND PLANT 1973-090,000 KW INSTALLATION
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| -UNIT NO.1 C(RCULAT(NG WATER SYSTEM OCEAN lNTAKE EL D)SCHARGE PROFILE".ESASCO SERVICES INCORPORATED NEW YORK N'.tz.i'SECTS.B B (6<<)4 D D(8-ll)(SFCI'.D,ExcAY.
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| FOR Orle PIPC ONLY)TYPICAL SECTICfN C.vi.PIPE SUBAQUEOUS INSTALLATION
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| '8'ISO 10 12 13 Rev'I I)SECT.E.c/-J-/F v oP lc'st 0 isH'ie s I v GSVIS10H\7-20-73 PO.DATE 15 ACF BY YLC CH T/t'c A/PROVES SCALE AS NOle Sty~CON.HY Arrpovzp GAYE 17-1='72 87707G7664
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| ":-'',-I-''I}}
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