GREAT ST. JAMES CAY ST.THOMAS U.S.V.I,

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 laredian Design Group Architects, Engineers and Planners JDG 07-30-2017 EFTA00599246 E D C B A 1 1 CVRRF:A7 ROCK 2 2 cto I cto ten ?Ma AP SS.k$ 4, fa- nw- roof, • T. 3 ' 4 Porte! Ab r. 2, 4,, s rev- ninon)? io reo•not-1 atop 455 t Paton 0-.0- • fi1 , 710.1001/ (4.9.st - raw Ibwrwel AOJB St t OVERALL SITE PLAN SCALE: 1%,25O.-0" 3 4 • .MI (494.416- 4 5 S a' -e w LAM9.ts, %Pk% 6 5 6 7 NOTES/ TASK LEGEND O [repeated 3 times] CABANA I TIKI BAR NEW 4V-3" X 534" QUONSET HUT STORAGE BUILDING BY SOLAR ARRAY 7V DIAMETER CONCRETE TERRACE. C TWO NEW 451XVX5,31-9* QUONSET HUTS BY FUTURE DOCK 0 NEW SWIMMING POOL ,RESIDENTIAL COTTAGE, GYM & SPA. LOCATION OF PARCEL REMAINDER A 7 E D C B NO DATE RENUIRICS CONSULTANTS )Dc-, laredian Design Group teripm, z-e 1.3 33 Crooningons Gaga-is Claartar Pta' 01110, Box S T v ivant COCOS taintiona ax: not NMI/Ott 10.12 (*One, cca reran 0. atom miss, OW flea 1.9.:.t MI DISCIMODIIIIICUI Mir 114.1490110. CO 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 DRAM BY. OIECSED J.P.W. APPROVED BY: J.P.W. 07-10-17 PRO.ECT NO; CONTRACT NI: MEET In: C1.0 OVERALL SITE PLAN EFTA00599247 E D C B A 1 PLAN C1.1 Cl.' SCALE: l"0'-0" 1 2 2 3 4 Parcel No. A-Remainder (A9-626-7'004 men/ "246" 704 Acres 99- 7345-1004,) 3 ENLARGED SITE PLAN 4 5 5 I 6 6 7 0-0 4- LEGEND SILT SCREEN EROSION CONTROL EXISTING DRNEWAY TOILE PAVED WITH STONE DIRECTION OF DRAINAGE RP-RAP BOULDER EROSION CONTROL TREES ROYAL PAW (Royston.-.n Re9Ia) PUERTO RICAN M /SON Causlannr) SEAGRAPE (Cocoloba Uvifera) LANDSCAPING AREA EXISTING STONE RUBBLE WALL 75' DIAMETER CONCRETE PAD OBSERVATION DECK SEE SHEET NO. GS.J-C-2.0 AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Caparia Cynopballaphora) SEA LAVANDER (Argusia Onaphaloles) WHITE FRANGIPANI (Plumeria Aka) COCO PLUM (Clwysobalanus !caw) OLEANDER (Helium oleander) 7 E D C B A NO OATS FeSSCS CONSULTANTS JDG 'median Design Group AN 33 donning.. Gas -a's O...wtor Psi Ono> Box= St Thorns( US V n SW( COCOS ~coo: laves smal: not 'Vogt Nene COM tOinnt0 tat Oe rem ce aasa.l.rnilitat twirS MIS 1.11•000111110/1 VIII.M114 1121114.141•10110. CO AUSLIII [MY SS) St1.41•11t • Win IS SmSCATS R(S Of MOMS CUM CI NSW /WSW OS Pala •44• POI "MOW JaILVIIIIISMOVLIP TO MP CCAT AW> .5. ANY CVO Mann. SWUM DOM GREAT St JAMES CAY RESIDENTIAL COTTAGE. LANDSCAPING. MCA 6 STORAGE SIALDINOS. PARCEL REIANNOER: A GREAT Sr JANES CAT ST. TWOS U.S.( DATE DRAM BY. OSOTED APPROVED BY. 07-10-17 J.P.W. J.P.W. PRCuECT NS CENTSICT SW C1.1 ENLARGED SITE PLAN EFTA00599248 E D C B A 1 LEGEND ISNY SETBACK UNE a SAT SCREEN (;) ••IJ EROSION CONTROL exam,* DRIVEWAY 10 BE PM', BONE DIRECTION OF DRNNACE RSARAP MOLDER EROSION CONTROL 4 4 0 CONCRETE DRAINAGE SWALE NOTES/ TASK LEGEND 0 QUONSET BUILDING 46'-5" x 531-9" SEE SHEET NOS. GSJ-0.1.0; GSJ-D-1.1; GSJ-D-1.2; GSJ-D-1.3; 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 ®EXISTING PIER 0 NEW GYM STRUCTURE SEE SHEET NO GSJ-A-1.0 ()NEW SPA STRUCTURE SEE SHEET NO GSJ-A-1.0 ®STONE DRIVEWAY TREES ROYAL PALM (Roystonea Rego) PUERTO RICAN HAT PALM (Sabal Causiarum) SEAGRAPE (Cocoloba Uvilera) AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Caperis Cynophallaphora) SEA LAVANDER (Argusla Gnaphalodes) WHITE FRANGIPANI (Rumen), Nba) COCO PLUM (Chrysobalanus 'caul) OLEANDER (Nerium oleander) 1 PLAN 2 3 No. A ? Ac.J '26-1004) ENLARGED SITE PLAN C1.2 C1.2 2 SCALE: 1 •0 • — a' 3 4 5 5 6 7 7 E NO DATE KM.AF.X.E. 00.0.A.TANTS JDG laredian Design Group NIC:33 0: (00C0)9414 Gam' "ft" POGI 011103 So. SZ MINS VI In 1,..c."1.: c nal Inv tema (wren, ... 5 , Ne renihr ....kw. C1/4 1, On/ NCH11.....n.. lama. Innis monsuat warplla en/ outman) tat SIZWINITt• 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 RESIDENTIAL COTTAGE. LANDSCAPING. POOL 6 STORAGE IMALDINCS. paacasnespacen:A GREAT ST AWES GO' ST 114COAS GSA" Li I L.Y.01% BY L -C OtCD BY. oFcti,i,ED BY 07-10-17 J.P.W. J.P.W. C1.2 ENLARGED SITE PLAN EFTA00599249 1 E D C B 2 NOTES/ TASK LEGEND 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 LEGEND Mr SETBACK LTC SILT SCREEN Gi'''"4" EROSION CONTROL 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 TREES ROYAL PALM (Royslonea Rego) PUERTO RICAN HAT PALM (Sabel Causiarum) SEAGRAPE (C000lolm Unlera) • AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Canaria CynophaLsphora) SEA LAVANDER (Argus/a Gnaphalodes) WHITE FRANGIPANI (Plumerla Alba) COCO PLUM (Chrysobalanus 'cepa) OLEANDER (Nenum oleander) 3 4 A PLAN 1 2 3 4 5 ENLARGED SITE PLAN SCALE: 1".30'-c)" 6 C1.3 I C1.3 5 6 7 7 E D C B A NO DATE REMASICS CONSULTANTS jaredian Design Group Na 33 E•noningons GPO •SIS Quartet Posl Once Rai sl• NS INeSt one W ax: .mares nev vo tens. (O41”/)..OCS • SR Pt nYtin SICA*140.• t4SMISOFtl, Oin MI lama. what' Nerlsi. Kenn. tellie00.• yikeirraeB) oat Slaysisit• OW IM CORICartfl IOC VX PAS ItifOli OS MI. MM NM elan OS Pail •4-A pal "inn vincirausawswasur To sr tor swan no RUMP Mon, Canal Mel GREAT St JAMES CAY RESIDENTIAL COTTAGE.LMOSCAPING. POOL 6 STORAGE SIALDINOS. PARCELS REWMCER: A GREAT ST JAIES CAY ST MOWS ue.1 Lm0.0, BY L L.[C<ED BT. O CI-LOVED BY 07-10-17 J.P.W. J.P.W. C1.3 ENLARGED SITE PLAN EFTA00599250 1 E D C RUBBLE STONE WALL 1 2 12L0* 3 INSTALL EROSION MATT TACKIFIEO POLYMER OR GRAVEL ON EXISTING DIRT PATHWAY ROCK CURB SLOPED SHOULDER WITH NATIVE SHRUBS 4 5 6 SEDIMENT SILT SCREEN ATTACHE TO POST ROCK BALLAST 2X4 WOOD STAKES AT 4F-010.0 18' EMBEDMENT MINIMUM INTO SOIL PATHWAY SECTION TYPE 2 SCALE: 3/8"=r-0" C2.0 C2.0 3 SILT SCREEN DETAIL GRADE LINE C2.0 C2.0 SCALE: NOT SCALE T COMPACTED EXISTING SOIL GRAVEL BED t- L I L I 14411, 14 I I IL__ r -o' EXISTING COMPACTED SUBSTRATE 2 _ S.000 PSI CONCRETE CONCRETE TERRACE SECTION C2.0 I C2.0 SCALE: NOT SCALE E D C B B A 1 2 3 4 I 5 6 I 7 Rev :SO K+ SO PATE ItSVASKS COMM. TAMS J DC, Dredian Design Group No 33 Dr000logano Gado Cmartor Pool 01110>B0: St 'MOMS. V Matt 00€01 terapinne tax omai I _vim; GREAT ST. JAMES CAY PESIDENTIAL COTTAGE. LONDSCAPNG. PAM 6 STORAGE INALDINGA PARCEL REMADE: A GREAT ST OWES CAT STSICWS NAY) DATE 07-10-17 DIANN ily. Coltotalsy: J.P.W. APPIOVED BY: j.p.W PROECT NO. CCNTRACT NO kA aT Na: SITE DETAILS AND CROSS SE TIONS C2.0 EFTA00599251 E D C 2 3 76'4' 4 5 3'4" 2-6" 7' \ ≥ 2'-43: 2, BEDROOM 12-4" 1 -'C T-10* TAO' T-10" 52-2" / LIVINGROOM a 0 Afid..j1A\ T-10" / 7-10 DININGROOM In 14SO" COTTAGE FLOOR PLAN SCALE: ve-1•-oft 76' 5' A1.0 I A1.0 a. ELL:, , rm 2 tr10 .) POOLSIDE FRONT VIEW ELEVATION A1.0 I A1.0 SCALE: 1/811-0" 6 4 7 15"-T 2 .1---p15-31-6 T.CE I ENTRANCE SPA/GYM FLOOR PLAN SCALE: 1/8--1.-0" A1.0 I A1.0 5 SPA/GYM FRONT VIEW ELEVATION A1.0 I A1.0 SCALE: 1/8"-1'-0" E D C B B A I , I Cpl 3 BACK VIEW ELEVATION SCALE: 1/8"=1'-0" A1.0 I A1.0 2 3 4 5 N\ HI I I 6 SPA/GYM BACK VIEW ELEVATION A1.0 I A1.0 6 SCALE: 1/8--11-0" 7 A '0 DATE SSMASKS COPPATAN TS JDG jaredian Design Group No. 33 Pnaningnin GPO* • QUSOAt Pont OSHA Sox St wenn= MO. "M NO IC µMS Milnef cos If 010/01 KS% (SA/ MSC /WS PM o ossompas soma MI MOM IlleelikM CO 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 0401.4901 Waal Mel GREAT St JAMES CAY PESIDENTIM. COTTAGE. LVIDSCAPING. POC1. 6 STORAGE SOL DINGS. PARCELS REPONCER: A GREAT ST JAWES CAY ST.THOWS SSP) SCE 07-10-17 DRAYS BY. °SCUD SY: J.P.W. APPROVED BY: J.P.W. PROEM NIL CONTRACT PDX EIEET N0.: A1.0 DETAILS EFTA00599252 E D C B A 1 2 (121") ROOF PANELS 6 ( 58" ) ROOF PANELS I 1 5I12DWALL 0.-RARANC PALA POOR CLF ARANCO BATA 2 .w S 2,O -(0 O pF 1 4' to ' CO 771 In O) I [repeated 5 times] 5' 6' 7_1] 8' 9' 10' 11' UMS 14' 3 I 4 a) u) ;n TD 9' N 5 O) O : to N C O 2' 3' 4' 5' 6' 45'.-0" OUT/OUT STEEL DIMENSION 8' 10' 11' 12' .scco 6 gni : IS I I [repeated 5 times] co --- co ▪:t C.1 ... —1 L--, 13' 14' I5' 16' 17' 18' 19' 20'j 21'; 11" 1 CFI Ul NOTE: THE SHORT PANELS MUST BE ALTERNATED FROM SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE A STAGGERED JOINT FOR GREATER STRENGTH. 2 1 ARCH PROFILE SCALE: M. 01.0 01.0 3 4 5 6 17'-2)fi" OUTSIDE STEEL DIMENSION 7 GENERAL NOTES: 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 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. 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 EXCEPT WHEN USING WELDED BASE PLATE CONNECTORS. 6. CROSS TIES MUST BE INCASED IN CONCRETE WHEN CONCRETE SLAB IS NOT USED 24 1/2" ARCH DATA: DESIGN DATA: STEEL GAGE: 20 50 KSI MIN. YIELD GALVALUME SHEET STEEL LIVE LOAD: 43 PSF 3-SECOND WIND SPEED: 135 MPH MATERIALS: 1. CONCRETE STRENGTH AT 28 DAYS TO BE 2500 PSI 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM carrinrarinmq ARCH PROFILE ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 C B A NO GATE RINAF006 GONSuLTANTs JDG 1aredian Design Group rg, 33 Oronningons Gado • 0..aon% Oaatt Pint OlDo> Boa. St 7 in rs.nrc t<i<1-41-4 e mat GREAT St JAMES CAY ROACMAY SMEJZATION.UVIDSCAPNG. POOL 6 STORAGE RAMOS PARCELS REIANNGER: A. Al. . 8.1.2.C.1 GREAT St IMIES CAY ST THOMAS USN) DAIS DRAM BY. CHECKED Sr APFROvED By 07-10-17 J.P.W. J.P.W. PROJECT no. 00N7RACT W. SOW 10 D1.0 QUONSET DETAILS EFTA00599253 E C B A 2 3 4 5 ATTENTION: The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for 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 construction to ensure that the foundation is being built in conformity with his design. If the design engineer requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. r lee II a 2Z4- —ra 2 " NO. 3 STIRRUPS 018' 0/C 4 - NO. 4 EARS 1 II [repeated 7 times] NO. 6 DE BARS • 6•-0' II II I I SIDEWALL II mkt - I 4 611 I I WIRE MESH 6 X 6 BY NO. 6/6 II t 1 r 24),. ler —1 II II I II I II 11 II CLINCRETE EIDE II II II 11 II 18' U 0 II II N II II T 11E BARS • 8' 0' &Mk — IT II [repeated 5 times] U INSIDEWALL 2a" —I-- 24 CCNCRETE ANCHOR SEE DETAIL LE-0" OR LESS 2 SOLID EN DWALL (25)ARCHES, DIMENSION "IL, Se-13 1/Y OR LESS 18DI aidifl CONCRETE ANCHOR SEE DETAIL WIRE MESH 244- 2216" E-0" OR LESS Mkt= EID128 Et-0" OR LESS NI 3 STIRRUPS OW 0/C e CRUSHED STOW CR RAW-Ft-OWL CRAWL (Or TOP SIZE) " 6 ML POLYETHYLENE LECTURE BARRIER e CLEAN CRINUUIR COMPACTED FILL NO. 8 TIE BARS CONCRETE ENCPSDIENT SECTION THROUGH LENGTH 3 1 4 - NO. 4 BARS 4' 18" TOP OF STRIPPED GRADE FOUNDATION - 2500 PSI STRENGTH GROUT - 5000 PSI STRENGTH 6 7 PERFORATED STRAP NOT FACTORY Cann (AYAAJJ3LE AT MOST LOCAL HARDWARE STORES) CONCRETE ANCHOR (NOT FACTORY SUPPUED) CONCRETE ANCHOR DETAIL SIDEWALL GROUTING INSME ENDWALL GROUTING OUTSIDE Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures must be in accordance with factory specifications to retain structural warranty. CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DI . I 01.1 SCALE: N.T.S. 4 5 I 6 7 E C B REASIONS NO GATE RORARKS CONSuLTANTS JDG Iaredian Design Group 03 33 DR crinzArN Gad. a OzarRz Pct ONTAPa St Rent P;A.41. CCON CICO0 '4 " c GREAT ST. JAMES CAY ROADWAY STABAJZATIORLARDSCAPNO. ROOT 6 STORAGE ERATINTIGS PARCELS REMAJNEER: A. Al. B T.2.O1 GREAT St JAWS CAT ST THOMAS U.S.V1 WARN ST CNECNEDITT ePfftCreEDBY 07 - 10 - 17 J.P.W. J.P.W. PROACT tELl o:, rRACT NO stEET zza D1.1 DETAILS EFTA00599254 E D C B 2 OA ENDWALL FORM DETAIL NOTES: REINFORCING STEEL NOT SHOWN. REFER TO SHEET #4 3 4 5 6 SIDEWALL FORM DETAIL CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS SCALE: M. DI.2 D1.2 7 E D C B A A 2 3 4 5 6 7 RO. PATE NttB CORSuLTAHTs JDG laredian Design Group ----z011°'"" S, crlattikar. mi .XEG4 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 4,LCRCOBV J.P.W. CFGGIC/CED eV J.P.W. 1S, a€CTOD_ rum .0 SCE, 'ID D1.2 DETAILS EFTA00599255 E D C B A 1 ifi 111 17-91 111=1 2 4 NO. 4 BARS NO. 3 STIRRUPS CD18" 0/C HIGH CHAIRS INSIDE BUILDING ENDWALL SECTION 2' MIN. LAP 7ASTEN SECURELY WITH WRENCH NOTE: Use two U—bolts per splice. Encase tie bars and U—bolts in concrete as shown on Sheet 2. U—BOLT 3 BACKING PATCH - TIE BAR SPLICING DETAIL 2 3 4 - TIE BAR (WITHOUT FLOOR) NO. 6 TIE BARS 8'-0" 0/C 2" r ...- TIE BAR MUST I I k, IN CONCRETE 27- 1_ BE ENCASED INSIDE BUILDING 5 TIE BAR (WITH FLOOR) 6 NO. 6 TIE BARS (§) 8'-0" 0/C INSIDE BUILDING I=M=T=ITI=I I I=I I I=I SIDEWALL SECTION WITHOUT FLOOR 1 7 ENDWALL STIRRUPS SIDEWALL STIRRUPS 2 NO. 3 BARS NO. 3 STIRRUPS C018" 0/C 4 NO. 4 BARS HIGH CHAIRS 1- = 1 TI =1TP 1=i i11=H=TF ITI=1-11=1=1 SIDEWALL SECTION WITH FLOOR 2 NO. 3 BARS NO. 3 STIRRUPS 018" 0/C 4 NO. 4 BARS HIGH CHAIRS REBAR TABLE BAR NO. DIAMETER MIN. LAP NO. 3 (10M) 3fi" (11.3mm) 1.-0" NO. 4 (15M) J" (16.0mm) 1'-4" NO. 6 (20M) 314" (19.5mm) 2'-0" CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS D1.3 01.3 SCALE: 4 5 6 7 E D C B A POPECI,O• CORT6ACT NG GATE ROW. CORRITARTS JDG Jaredian Design Group . 4... MI 33 ',coring., Gado • 0.0900, OdartOr Pe, O16,3 So._ Trwlatos.ve“ m ii ka m reccolo4 c mat GREAT ST. JAMES CAY 16.160WAT STABAJOATTORTANDSCAP61G. Pock 6 STORAGE B611.06IGS PARCELS REIANRCER• A. A.1.161.2.0.1 GREAT St JAWS CAP ST THOR. RSV) 07-10-17 J.P.W. J.P.W. E, Rs D1.3 DETAILS EFTA00599256 1 D C B 2 rn N (/) N 01 rn N 3 cn to rn OJ En N 3 tn 4 5 to N O N co CO 7.; En ", rn In N 45,-- 0" WALL DETAILS 01.4 DI.4 SCALE. N.T.S. 6 7 :' . Q 45;11.5 O.1 ID;;;;: ..... 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 C B A A 1 2 I 3 I 4 I 5 I 6 I 7 YO. PATE KtlASICS laredian Design Group N, 33 ISsnringans Gado • sr &arta' Soul Ono> Ss. Sr lt‘smst US. VI in rch iti<Ocns fa, anal H9.. Waalt) , (01, k/t e. mnar• It Awn. wain (40.5 ILIP6 im easmnion via awnsenmelas so tall kuPenowne Ille•aiali • cu. Ice cooninfi se vie P ma novo(' ran P-oe ...Pen GREAT ST. JAMES CAY KONDWAY STAESJZATION. LANDSCAPING. Pea 6 STORAGE SVILDINGS. PARCELSREIVOICER AL A.1. 111.2.C-1 GREAT ST AWES CAY ST MOWS USN., DATE DRAM BY: OIECXED BY: *PROVED BY: 07 - 10 - 17 J.P.W. J.P.W. f ss€CT HO 070.-Re•CT 5.1-feE P.D D1.4 DETAILS -!\ EFTA00599257 1 2 3 4 5 6 7 E E C 3 0 In 0 rn 0 Cs4 0 CO N r t t t t i i e) N CV CV 3 [repeated 7 times] O O 0 O O 0 0 CV 1 nt C3 co co 0 0 C 13'-9" 22'-6" 45-0" 1 141H X 14'W O P EN IN 0 PANEL X LENGTH OW 1 -OW 2 196 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 OW 20-0 W 21 39 OW 22-O W 23 35 C B B WALL DETAILS D1.5 01.5 SCALE: N.T.S. A A 1 2 3 4 5 6 7 40 PAYE REV:740•4 KMASKS COMMA. TAN TS jaredian Design Group No 33 IXOrtflOG411$ GACI:car QuBRY PC4I OM* Se lt'ania • 'Ws SOS INCCEOrbe e•mat t•I's• im to: cow eona.0.0101 IK 'AS now. et AlICOAM WINN CSIOUI C.I. NM~ ran im eadievacym la to rnatsians so as., moo am. yak otem• cum .1e consunsi Ifie lea Real ronOr rrim floe a. OM Int 1,11.4) Val. .• • ant ant tttt re, ••• rre• art.>. GREAT ST. JAMES CAY RONDWAY STABLIZATION.LMAISCAPNG. POOL 6 STCRAGE SOLDINGS. PARCELS REWMCER. A A.1. GREAT sr AWES CAY ST THOWS U.SVA 1...1.11,1% BY -GCREDBY 0-cliOYED BY 07-10-17 J.P.W. JPW D1.5 DETAILS EFTA00599258