EFTA00599246

GREAT ST. JAMES CAY ST.THOMAS U.S.V.I, RESIDENTIAL COTTAGE, SPA & GYM, LANDSCAPING, POOL & STORAGE BUILDINGS. PARCEL REMAINDER A GREAT ST. JAMES, ST. THOMAS, USVI. PIVERVED BY JDG laredian Design Group Architects, Engineers and Planners 07-30-2017 EFTA00599246 1 2 3 4 5 6 7 NO DATE RENUIRICS ten E ?Ma AP ' Porte! Ab •-- 4 r. 455 t E SS.k$ 4, fa- nw- roof, 2, 4,, s Paton 0-.0- • rev- ninon)? • T. io reo•not-1 CVRRF:A7 ROCK atop fi1 , 710.1001/ S (4.9.st - raw CONSULTANTS Ibwrwel AOJB St t NOTES/ TASK LEGEND a' -e w LAM9.ts, %Pk% D • .MI O CABANAITIKIBAR D (494.4 16- O NEW4V-3"BYX534" BUILDING SOLARQUONSET ARRAYHUTSTORAGE O 7VDIAMETER CONCRETERRACE. TWONEW C FUTURE 451XVX5,31-9* DOCK QUONSET HUTSBY )Dc-, laredian Design Group teripm, z-e 0 NEW GYM&SWIMMING SPA. POOL,RESIDENTIAL COTTAGE, 1.3 33 Crooningons Gaga-is S T taintiona Pta' 01110, Box v ivant COCOS ax: Claartar LOCATION OFPARCELREMAINDERA not NMI/Ott 10.12 (*One, cca reran 0. atom miss, OW flea 1.9.:.t MI DISCIMODIIIIICUI Mir114.1490110. CO C C ALMS. Mit OW. VIII.TatIbMat FIUMMIlt A CLAM IS CO•tlear0. , C VX Lr INIffit140. OS I•M NSW Pal el allIfOr Pala ••••• POI won Vant.Palla•OrOMOICLIP TOW CCAT CPI SIAS .c. IN, OM 0.104,190, (Omnimen GREAT ST. JAMES CAY RESIDENTIAL COTTAGE.LMDSCAPNG. POO.6 STORAGE MAL GINGS PARCEL REMAINDER A GREAT St JAWS CAY ST THOMAS U.S.V1 DATE 07-10-17 DRAM BY. B B OIECSED J.P.W. APPROVED BY: J.P.W. PRO.ECT NO; CONTRACT NI: MEET In: C1.0 OVERALL SITE PLAN A OVERALL SITE PLAN cto I cto SCALE: 1%,25O.-0" 1 2 3 4 5 6 7 EFTA00599247 1 2 3 4 5 6 7 NO OATS FeSSCS LEGEND SILT SCREEN 0-0 EROSION CONTROL EXISTING DRNEWAY TOILE PAVED WITH STONE E Parcel No. A-Remainder 4- DIRECTION OF E DRAINAGE (A9-626-7'004 RP-RAP BOULDER EROSION CONTROL CONSULTANTS TREES ROYAL PAW (Royston.-.n Re9Ia) PUERTO RICAN M /SON Causlannr) D SEAGRAPE (Cocoloba Uvifera) D AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER JDG 'median Design Group LANDSCAPING AREA (Caparia Cynopballaphora) AN 33 donning.. Gas -a'sO...wtor SEA LAVANDER Psi Ono> Box= St Thorns( US V n SW( COCOS (Argusia Onaphaloles) ~coo: laves WHITE FRANGIPANI smal: (Plumeria Aka) not 'Vogt Nene COM tOinnt0 COCO PLUM tat Oe rem ce aasa.l.rnilitat twirS EXISTING STONE MIS 1.11•000111110/1VIII.M114 1121114.141•10110. CO C RUBBLE WALL (Clwysobalanus !caw) C AUSLIII [MY Win IS SmSCATS R(S NSW /WSW SS) St1.41•11t • Of MOMS CUM CI OS Pala •44• POI "MOW JaILVIIIIISMOVLIP TO MP CCAT AW> OLEANDER .5. ANY CVO Mann. SWUM DOM (Helium oleander) GREAT St JAMES CAY I 75' DIAMETER CONCRETE PAD RESIDENTIAL COTTAGE. LANDSCAPING. MCA 6 STORAGE SIALDINOS. PARCEL REIANNOER: A OBSERVATION DECK GREAT Sr JANES CAT SEE SHEET NO. GS.J-C-2.0 ST.TWOS U.S.( men/ "246" DATE DRAM BY. 07-10-17 B 704 Acres B OSOTED J.P.W. APPROVED BY. J.P.W. 99- 7345-1004,) PRCuECT NS CENTSICT SW C1.1 ENLARGED SITE PLAN A ENLARGED SITE PLAN A C1.1 Cl.' PLAN SCALE: l"=30'-0" 1 2 3 4 5 6 7 EFTA00599248 1 2 3 5 7 NO DATE KM.AF.X.E. (;) ••IJ a LEGEND ISNY SETBACK UNE SAT SCREEN EROSION No. A ? Ac.J CONTROL exam,* DRIVEWAY 10 BE PM', BONE DIRECTION OF E DRNNACE RSARAP MOLDER EROSION CONTROL '26-1004) E 4 4 0 CONCRETE DRAINAGE SWALE 00.0.A.TANTS NOTES/ TASK LEGEND 0 SEE QUONSET BUILDING 46'-5" x 531-9" SHEET NOS. GSJ-0.1.0; GSJ-D-1.1; GSJ-D-1.2; GSJ-D-1.3; D GSJ-D-1.4; GSJ-D-1.5 0 NEW RESIDENTIAL COTTAGE SEE SHEET NO GSJ-A-1.0 O NEW SWIMMING POOL CD NEW TIKI BAR laredian Design Group ®EXISTING PIER JDG 0: (00C0)9414 Gam' NIC:33 0 NEW GYM STRUCTURE POGI 011103 So. "ft" SEE SHEET NO GSJ-A-1.0 SZ MINS VI In 1,..c."1.: c nal ()NEW SPA STRUCTURE SEE SHEET NO GSJ-A-1.0 Inv tema (wren,... 5, Ne renihr ....kw. C1/4 1, On/ NCH11.....n.. ®STONE DRIVEWAY lama. Innis monsuat lla en/ outman) tat SIZWINITt• C warp ORST.34 VX Pan MHO. OS Mitt Thainuoti al an Oaf Pala Wm POI min. , Lau annsavateur To me oar m ...IC( MO 0.4.91P. OPIUM TKO. amma GREAT ST. JAMES CAY TREES RESIDENTIAL COTTAGE. LANDSCAPING. POOL 6 STORAGE IMALDINCS. paacasnespacen:A ROYAL PALM (Roystonea Rego) GREAT ST AWES GO' ST 114COAS GSA" PUERTO RICAN HAT PALM (Sabal Causiarum) SEAGRAPE (Cocoloba Uvilera) Li I 07-10-17 L.Y.01% BY B AREA OF SHRUBS L -C OtCD BY. J.P.W. SHRUB TYPES oFcti,i,ED BY J.P.W. JAMAICAN CAPER (Caperis Cynophallaphora) SEA LAVANDER (Argusla Gnaphalodes) WHITE FRANGIPANI (Rumen), Nba) COCO PLUM (Chrysobalanus 'caul) C1.2 OLEANDER (Nerium oleander) ENLARGED SITE PLAN A ENLARGED SITE PLAN PLAN C1.2 C1.2 SCALE: 1 •=30 • — a' 1 2 3 4 5 6 7 EFTA00599249 1 2 3 4 5 6 7 NO DATE REMASICS E NOTES/ TASK LEGEND E 0 FUTURE PIER PART OF WATER PERMIT APPLICATION. 2 QUONSET HUT 46'-5" x 53'-9" \LI SEE SHEETS NOS. GSJ4)-1.0; GSJ-O-1.1; GSJ-D-1.2: GSJ-D-1.3; GSJ-0-1.4; GSJ-D-1 5 CONSULTANTS LEGEND Mr SETBACK LTC SILT SCREEN Gi'''"4" EROSION D CONTROL D EXISTNO DIRT PATHWAY TO BESTABILIZED WITH EROSION MATT. TACI0FIED POLYWER OR GRAVEL SURFACE_ SHOULDER TORE CLEARED OF DEBRISJIAD BRUSH BERMS N4O REPLANTED WITH NATIVE SiitUBS MO GRASS. E xiSTING DRIVEWAY TO EE PAVED MTh ;IONE jaredian Design Group ...,.....g.„..—.,.—..,.......... Na 33 E•noningons GPO •SIS Quartet Posl Once Rai sl•one INeSt ax: W NS TREES .mares nev vo tens.(O41”/)..OCS• SR Pt ROYAL PALM (Royslonea Rego) nYtin SICA*140.• t4SMISOFtl, Oin MI lama. what' Nerlsi.Kenn. C PUERTO RICAN HAT PALM (Sabel Causiarum) C tellie00.• yikeirraeB) oat Slaysisit• OW IM CORICartfl IOC VX PASItifOli OS MI. MM NM elan OS Pail •4-A pal "inn vincirausawswasur To sr tor swan no RUMP Mon, Canal Mel SEAGRAPE (C000lolm Unlera) GREAT St JAMES CAY RESIDENTIAL COTTAGE.LMOSCAPING. POOL 6 STORAGE SIALDINOS. PARCELS REWMCER: A GREAT ST JAIES CAY ST MOWS • AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Canaria CynophaLsphora) ue.1 07-10-17 SEA LAVANDER Lm0.0, BY (Argus/a Gnaphalodes) B WHITE FRANGIPANI B L L.[C<ED BT. J.P.W. (Plumerla Alba) COCO PLUM O CI-LOVED BY J.P.W. (Chrysobalanus 'cepa) OLEANDER (Nenum oleander) C1.3 ENLARGED ENLARGED SITE PLAN SITE PLAN C1.3 I C1.3 SCALE: 1".30'-c)" A PLAN A 1 2 3 4 5 6 7 EFTA00599250 1 2 3 4 5 6 SO PATE Rev:SOK+ ItSVASKS SEDIMENT E SILT SCREEN E ATTACHE RUBBLE INSTALL EROSION MATT TO POST STONE WALL TACKIFIEO POLYMER OR GRAVEL ON EXISTING DIRT PATHWAY ROCK ROCK CURB BALLAST 2X4 WOOD STAKES AT SLOPED SHOULDER 4F-010.0 WITH NATIVE COMM.TAMS SHRUBS GRADE LINE 12L0* 18' EMBEDMENT MINIMUM INTO SOIL D D 1 PATHWAY SECTION TYPE 2 3 SILT SCREEN DETAIL C2.0 C2.0 SCALE: 3/8"=r-0" C2.0 C2.0 SCALE: NOT SCALE JDC, Dredian Design Group No 33 Dr000logano Gado Cmartor Pool 01110>B0: St 'MOMS. V Matt 00€01 terapinne tax T COMPACTED EXISTING SOIL omai GRAVEL BED I C r -o' C _vim; t- GREAT ST. JAMES CAY PESIDENTIAL COTTAGE. LONDSCAPNG. L I L I 14411, 14 I I IL__ PAM 6 STORAGE INALDINGA PARCEL REMADE: A GREAT ST OWES CAT _ S.000 PSI CONCRETE STSICWS NAY) EXISTING COMPACTED SUBSTRATE 2 CONCRETE TERRACE SECTION DATE 07-10-17 C2.0 I C2.0 SCALE: NOT SCALE DIANN ily. B B Coltotalsy: J.P.W. APPIOVED BY: j.p.W PROECT NO. CCNTRACT NO kA aT Na: C2.0 SITE DETAILS AND CROSS SE TIONS A 1 2 3 4 I 5 6 I 7 EFTA00599251 2 3 4 5 6 7 DATE SSMASKS '0 76'4' T-10* TAO' T-10" T-10" / 7-10 3'4" 2-6" ≥ 2'-43: 2, 7' \ 52-2" 15"-T 2 E E BEDROOM tr.) I 10 12-4" / LIVINGROOM a 0 DININGROOM COPPATAN TS 1 Afid..j1A\ In 14SO" T.CE .1---p15- 31-6 D -'C 76' 5' ENTRANCE D COTTAGE FLOOR PLAN 4 SPA/GYM FLOOR PLAN A1.0 I A1.0 SCALE: ve-1•-oft A1.0 I A1.0 SCALE: 1/8- -1.-0" jaredian Design Group JDG No.33 Pnaningnin GPO* • QUSOAt Pont OSHA Sox St wenn= ELL:, MO. "M NO IC µMS Milnef cos If 010/01KS% (SA/ MSC /WS PM o ossompas soma MI MOM IlleelikM CO C rm C gq••••••• •Wrien•Milt OLIIA an. (0.1110U0•0600. IC MC Of Neffteltid Praia Mt RAM aim.. ral Illata St POI lig Mar WU Jana Mai AMP TO Weer all ."0. MY tea 0401.4901Waal Mel GREAT St JAMES CAY PESIDENTIM. COTTAGE. LVIDSCAPING. POC1. 6 STORAGE SOLDINGS. a. , PARCELS REPONCER: A GREAT ST JAWES CAY ST.THOWS SSP) 2 POOLSIDE FRONT VIEW ELEVATION 5 SPA/GYM FRONT VIEW ELEVATION A1.0 I A1.0 SCALE: 1/811=11-0" A1.0 I A1.0 SCALE: 1/8"-1'-0" SCE 07-10-17 DRAYS BY. B B °SCUD SY: J.P.W. APPROVED BY: J.P.W. PROEM NIL N\ CONTRACT PDX I, I Cpl HI I I EIEET N0.: A1.0 DETAILS A A 6 SPA/GYM BACK VIEW ELEVATION 3 BACK VIEW ELEVATION A1.0 I A1.0 SCALE: 1/8- -11-0" A1.0 I A1.0 SCALE: 1/8"=1'-0" 2 3 4 5 6 7 EFTA00599252 1 2 3 4 5 6 7 NO GATE RINAF006 E (121") ROOF PANELS 6 GENERAL NOTES: ( 58" ) ROOF PANELS I 1. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW BE IMPOSED ON THE "STRUCTURE" 2. THE FOUNDATION ON THE DRAWING IS A SUGGESTED SOLUTION ONLY. CHANGES MAY LE NECESSARY DUE GONSuLTANTs 17'-2)fi" OUTSIDE STEEL DIMENSION TO LOCAL BUILDING REGULATIONS. 3. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 PSF. AND AT LEAST 12 IN. BELOW FINISHED GRADE. D 4. SLAB ON GRADE SHALL BE PLACED ON SOIL CAPABLE OF SUSTAINING 500 PSF. WITHOUT APPROPRIATE SETTLEMENT. 5. BUILDING MUST BE GROUTED INTO TROUGH, INSIDE AND OUT TO MAINTAIN STRUCTURAL INTERGRITY 1aredian Design Group EXCEPT WHEN USING WELDED BASE JDG 5I12DWALL 0.-RARANC PALA POOR CLF ARANCO BATA PLATE CONNECTORS. rg, 33 Oronningons Gado • 0..aon% Oaatt 6. CROSS TIES MUST BE INCASED IN St 7 Pint OlDo> Boa. in rs.nrc CONCRETE WHEN CONCRETE SLAB IS t<i<1-41-4 e mat NOT USED 24 1/2" ARCH DATA: C .w 2 to TD .sco C -(0 ,O1 O pF S 2 771 In O) ' CO a) u) O) : to NC DESIGN DATA: CFI I I I I I gni : IS I STEEL GAGE: 20 GREAT St JAMES CAY ;n N O O I I I I I Ul 50 KSI MIN. YIELD ROACMAY SMEJZATION.UVIDSCAPNG. co --- co ▪:t C.1 GALVALUME SHEET STEEL POOL 6 STORAGE RAMOS PARCELS REIANNGER: A. Al. . 8.1.2.C.1 LIVE LOAD: 43 PSF GREAT St IMIES CAY ... —1 L--, 3-SECOND WIND SPEED: 135 MPH ST THOMAS USN) 4' 5' 6' 7_1] 8' 9' 10' 11' UMS 14' I 2' 3' 4' 5' 6' 8' 9' 10' 11' 12' 13' 14' I5' 16' 17' 18' 19' 20'j 21'; MATERIALS: 1. CONCRETE STRENGTH AT 28 DAYS TO BE 2500 PSI 2. REINFORCING STEEL TO BE DAIS DRAM BY. 07-10-17 11" 1 DEFORMED BARS. GRADE 60 B 3. ALL MATERIALS SHALL CONFORM TO B CHECKED Sr J.P.W. 45'.-0" OUT/OUT STEEL DIMENSION THE APPROPRIATE ASTM carrinrarinmq APFROvED By J.P.W. NOTE: PROJECT no. THE SHORT PANELS MUST BE ALTERNATED FROM ARCH PROFILE 00N7RACT W. SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE A STAGGERED JOINT FOR GREATER STRENGTH. SOW 10 ONE ENDWALL SOLID & ONE ENDWALL D1.0 WITH AN OPENING OR OVERHEAD DOOR QUONSET DETAILS A A 1 ARCH PROFILE 01.0 01.0 SCALE: M. 1 2 3 4 5 6 7 EFTA00599253 2 3 4 5 6 7 REASIONS NO GATE RORARKS ATTENTION: PERFORATED NOT FACTORYSTRAP Cann The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for (AYAAJJ3LEAT MOSTLOCAL HARDWARESTORES) your particular area and or application. Retain a registered professional engineer to design a foundation which meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the site, and conforms to the intended use of the building. The engineer should also be retained to inspect CONCRETEANCHOR (NOT FACTORYSUPPUED) r E construction to ensure that the foundation is being built in conformity with his design. If the design engineer E requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. r lee 2Z4- —ra 2 " 24),. ler —1 II I I II II SIDEWALL CONCRETE ANCHOR DETAIL t1 CONSuLTANTS IIII IIII II IIII II II 11 II CLINCRETE SOLID ENDWALL 11EBARS T EIDE II SIDEWALL NO. 6 DE BARS• 6•-0' mkt - • 8' 0' &Mk — GROUTING II II I 4 611 I WIREMESH 6 X 6 BY NO. 6/6 I IIII0 IT II II INSME OUTSIDE JDG Iaredian Design Group a II II II 03 33 DR crinzArN Gad. a OzarRz IIII II11 IINII II II St Rent Pct ONTAPa P;A.41. CCON CICO 0 ' 4 c " II U ,.„,. C C ENDWALL U INSIDEWALL GROUTING GREAT ST. JAMES CAY ROADWAY STABAJZATIORLARDSCAPNO. 18' 2a" —I-- 24 CCNCRETE SEE DETAILANCHOR 244- 2216" 18" ROOT 6 STORAGE ERATINTIGS PARCELS REMAJNEER: A. Al. B T.2.O1 GREAT St JAWS CAT ST THOMAS U.S.V1 (25)ARCHES, DIMENSION "IL, Se-13 1/Y Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures 07 - 10 - 17 LE-0" CONCRETE SEEANCHOR DETAIL E-0" Et-0" must be in accordance with factory OR LESS OR LESS OR LESS OR LESS WARN ST 18DI WIREMESH Mkt= 4' specifications to retain structural B aidifl EID128 B CNECNEDITT J.P.W. warranty. TOP OF STRIPPED ePfftCreEDBY J.P.W. NO. 3 STIRRUPS GRADE 018' 0/C 6 ML POLYETHYLENELECTUREBARRIER NI 3 STIRRUPSOW 0/C PROACT tELl 4 - NO. 4 EARS e CRUSHEDSTOW CR RAW-Ft-OWL " 4 - NO. 4 BARS o:, rRACT NO CRAWL (Or TOP SIZE) e CLEANCRINUUIRCOMPACTED FILL NO. 8 TIE BARS CONCRETE ENCPSDIENT FOUNDATION - 2500 PSI STRENGTH stEET zza D1.1 SECTION THROUGH LENGTH GROUT - 5000 PSI STRENGTH DETAILS A 1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DI . I 01.1 SCALE: N.T.S. 1 2 3 4 5 I 6 7 EFTA00599254 2 3 4 5 6 7 RO. PATE NttB E E CORSuLTAHTs D D laredian Design Group JDG ----z0=1111°'"" S, crlattikar. .XEG4 mi c C C GREAT ST. JAMES CAY tl WAY STABAJZATION.UNDSCAPASG. Pock 6 STORAGE BlAtEXTIGS PARCELS REINW<GER: A. Al. 8.1.2.0.1 GREAT St JAWS CAP ST THOMAS U.S.VJ 07-10-17 reiCAVA BC OA SIDEWALL FORM DETAIL B B 4,LCRCOBV J.P.W. ENDWALL FORM DETAIL CFGGIC/CED eV J.P.W. 1S, a€CTOD_ rum .0 NOTES: REINFORCING STEEL NOT SCE, 'ID SHOWN. REFER TO SHEET #4 D1.2 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DETAILS DI.2 D1.2 SCALE: M. A A 2 3 4 5 6 7 EFTA00599255 1 2 3 4 5 6 7 NG GATE ROW. 4 NO. 4 BARS - TIE BAR NO. 3 STIRRUPS (WITHOUT FLOOR) CD18" 0/C TIE BAR HIGH CHAIRS (WITH FLOOR) E BACKING PATCH - E ENDWALL STIRRUPS INSIDE BUILDING 111=11 ifi 17-91 111=1 CORRITARTS ENDWALL SECTION SIDEWALL STIRRUPS D D 2 NO. 3 BARS NO. 3 STIRRUPS JDG Jaredian Design Group . •. 4... C018" 0/C 2' NO. 6 TIE BARS MI 33 ',coring., Gado • 0.0900, OdartOr Pe, O16,3 So._ Trwlatos.ve“ MIN. (§) 8'-0" 0/C 4 NO. 4 BARS m ii ka reccolo4 m LAP INSIDE BUILDING HIGH CHAIRS c mat C 1 C 1- = =1TP 1=i i=111=111=H=TF ITI=1-11=1=1 TI 7ASTEN SECURELY GREAT ST. JAMES CAY WITH WRENCH SIDEWALL SECTION 16.160WAT STABAJOATTORTANDSCAP61G. r ...- Pock 6 STORAGE B611.06IGS WITH FLOOR PARCELS REIANRCER• A. A.1.161.2.0.1 GREAT St JAWS CAP NO. 6 TIE BARS 2" ST THOR. RSV) U —BOLT TIE8'-0" 0/C BAR MUST BE ENCASED IN CONCRETE 27- I I 1_ k, 2 NO. 3 BARS NO. 3 STIRRUPS 018" 0/C 07-10-17 B 4 NO. 4 BARS REBAR TABLE B J.P.W. INSIDE BUILDING HIGH CHAIRS BAR NO. DIAMETER MIN. LAP J.P.W. NOTE: NO. 3 (10M) 3fi" (11.3mm) 1.-0" Use two U—bolts per splice. Encase tie bars and NO. 4 (15M) J" (16.0mm) 1'-4" POPECI,O• U—bolts in concrete as shown on Sheet 2. I=M=T=ITI=III=I I I=I NO. 6 (20M) 314" (19.5mm) 2'-0" CORT6ACT TIE BAR SPLICING SIDEWALL SECTION DETAIL WITHOUT FLOOR E, Rs D1.3 DETAILS 1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS A D1.3 01.3 SCALE: A 2 3 4 5 6 7 EFTA00599256 1 2 3 4 5 6 7 KtlASICS YO. PATE :' . Q 45;11.5 O.1ID;;;;: ..... PANELS LENGTH SW 1-SW 2 211 SW 3 -SW 4 210 SW 6 -SW 5 205_ SW7-SW 8 201- S 10 194 SW 11.SW 12 164 SW 13 -SW 14 171 SW16-SW 16 166 SW 17-SW10 134 SW 19 -SW 20 109 SW 21-5W 22 76 SW 23 -SW 24 24 D D laredian Design Group N, 33 ISsnringans Gado • Soul Ono> Ss. sr &arta' Sr lt‘smst US. VI in rch iti<Ocns fa, anal rn H9.. Waalt) , (01, k/t N It Awn. wain (40.5 N e. immnar• easmnion via awnsenmelas so ILIP6 kuPenowne Ille•aiali • C C tall cu.Ice cooninfi se vie P ma novo(' ran P-oe ...Pen (/) , .••c• c.... 2•.• , m• •••• N rn N OJ N N O N co CO 3 GREAT ST. JAMES CAY 01 cn to rn En tn to 7.; En ", rn In KONDWAY STAESJZATION. LANDSCAPING. Pea 6 STORAGE SVILDINGS. PARCELSREIVOICER AL A.1. 111.2.C-1 GREAT ST AWES CAY ST MOWS USN., 45,-- 0" DATE 07 - 10 - 17 DRAM BY: B B OIECXED BY: J.P.W. *PROVED BY: J.P.W. f ss€CT HO WALL DETAILS 070.-Re•CT 01.4 DI.4 SCALE. N.T.S. 5.1-feE P.D D1.4 DETAILS A A -!\ 1 2 I 3 I 4 I 5 I 6 I 7 EFTA00599257 REV:740•4 1 2 3 4 5 6 7 40 PAYE KMASKS E E 141H X 14'W O P EN IN 0 PANEL X LENGTH OW 1 -OW 2 196 COMMA.TAN TS OW 3 -OW 4 187 OW S•OW 6 176 OW 7 -OW 8 162 OW 9.OW 10 144 OW 11-O W 12 121 OW 13-O W 14 92 OW 16-O W 16 61 ABOVE OPENING PANELS OW17 41 OW18-O16119 41 t t t tii Cs4 CV 0 CV CO N N re) OW 20-0 W 21 OW 22-O W 23 39 35 jaredian Design Group 3 3 3 3 3 3 3 O O 0 O O 0 0 No 33 IXOrtflOG411$ GACI:car QuBRY PC4I OM* Se lt'ania • 'Ws SOS 1 INCCEOrbe e•mat t•I's• im to: cow eona.0.0101 IK 'AS now. et AlICOAM WINN CSIOUI C.I. NM~ ran im eadievacymla to rnatsians so C 0 C as., moo am. yak otem• In rn CV nt co co cum .1e consunsi Ifie lea Real ronOr rrim floe a. OM Int 1,11.4) Val. tttt .•• ant ant re, ••• rre• art.>. 1 3 0 0 0 C3 0 C GREAT ST. JAMES CAY RONDWAY STABLIZATION.LMAISCAPNG. 13'-9" POOL 6 STCRAGE SOLDINGS. PARCELS REWMCER. A A.1. GREATsrAWES CAY 22'-6" ST THOWS U.SVA 45-0" 07-10-17 1...1.11,1% BY B B -GCREDBY J.P.W. WALL DETAILS 0-cliOYED BY JPW D1.5 01.5 SCALE: N.T.S. D1.5 DETAILS A A 1 2 3 4 5 6 7 EFTA00599258