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

GREAT ST. JAMES CAY ST.THOMAS U.S.V.I, RESIDENTIAL COTTAGE, TENNIS COURT, STORAGE BUILDING & LANDSCAPING PARCEL REMAINDER C-1 GREAT ST. JAMES, ST. THOMAS, USVI. PRIPMED BY laredian Design Group Architects, Engineers arid Planners EFTA00802589 E D C B A 1 I 2 .9' WRRLIIT ROCK Apart Ma ( 6.9-1 17 Soles 1 3 • kg, 610-7306-1(0e) C1.0 C1.0 SCALE: 1"-250'-0" t zre.z,c r 4 net Aura At, ir,,r-zen. (0-110S.RPIO -ar •JC-10J4) (a -am- waif FO•Sti n it e,e7 fie -700-11200 C-/-* I rev Ac -attaft.IVIL Atfes /09-Pi0-1379/1 Annenterr filf ,26-113/49.9 MO an, b; At .,.> .4-• tr it • (19-6a -'WO OVERALL SITE PLAN Se area 5 • O an a A.Atwateette (ARM- Wei ( 3 6 7 NOTES/ TASK LEGEND 0 LANDSCAPE AREA WITH PALMS AND NATIVE. FLAGPOLE AND RESIDENTIAL COTTAGE LANDSCAPE BEACH AREA WITH PALMS AND SHRUBS O NEW TENNIS COURT. SEATING AREA AND STORAGE LOCATION OF PARCEL REMAINDER C-1 E D C B crer:-.IDVS NO DATE Ilaredian Design Group Noll 1:T0001009M Gado . 0.ac,an'n Pool Ohba 50.6218 St Thomas U.S. Isranch Ideas:no e t GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT, STORAGE & LANDSCAPING PARCEL Ca GREAT Sr JAMES ST. THOPAA.S.U.S.Y1 07-07-17 [NAVIN BY CtECAEDBY .‘F.R.CNED Be M. FEC...ECT re3 16-011 SHE C1.0 OVERALL SITE PLAN L. 1 2 3 4 5 6 7 EFTA00802590 E D C B A 1 LEGEND W.O. SETBACK LSE E 0--0 SILT SCREEN R05:0,1 ip-.4 :Qv 1- CONCROL eaSTNC 0AiftWAY TO BE PAVED %MTH STONE PRECTION Cf CRANACE Waft , BOULDER EROSION Commix 2 NOTES/ TASK LEGEND 0 NEW TENNIS COURT. SEE SHEETS NO. GSJ-C-2.0 0 NEW STORAGE BUILDING. SEE SHEETS NO. GSJ-A-1.0 0 OUTDOOR SEATING AREA TREES ROYAL PALM (Royston,. Reale) PUERTO RICAN HAT PALM (Sabel Causiarum) SEAGRAPE (Cocoloba Uvifera) AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER Pagans Cynophallaphora SEA LAVANDER (Argusia Gnaphalodes) WHITE FRANGIPANI (Plumerla Alba) COCO PLUM (Chrysobalanus Icaco) OLEANDER (Nedum oleander) 2 3 3 PLAN 4 5 6 7 ‘1` 'InC et IVO. / 289 Ac. (D9 7347-1004) ENLARGED SITE PLAN C1.6 C1.6 4 SCALE: 1 5 6 7 E D C B A REYSONS DATE ROAMS CONSIATuo. Na.33 Cr0ariapare Dada - Gown's CliuMf Post 0Moa Box 5218 St Thomas. U.S. Virgin Wards [CON tokfacro: reliMANI .00 le MORS C(..wit) We% St re S.:cc MM.?, (4 ACM. COI. WO Neu ••• nsier.se Ns so tn. ••••1004 44 arklain CAI n en/ Wren.. ke fl ak 'in A fix: t Ctlet.S.TIA igt I, •01*. 4. rap. • ..,. .)isz, fatt Taal Sun not ant ••• vem• ley nen• Tod*. ion cm tiettral GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT & STOFMGE PARCEL C-I GREATST ONES U SSA CUTE oaftn. Bn C,ECKED Mf. AFPROVED BS 07-07-17 vmO,ECT 1.O 16.011 CONTRACT In: Srce. rn C1.1 ENLARGED SITE PLAN EFTA00802591 1 E D C B A RUBBLE STONE WALL 2 I 3 INSTALL EROSION MATT TACKIFIED POLYMER OR GRAVEL ON EXISTING DIRT PATHWAY ROCK CURB 1% SLOPED SHOULDER WITH NATIVE II~= Ttril SHRUBS ff iRgiip lig., EillElliElliair ii---,II itiii.iii-... ilelel l- -1T-01 PATHWAY SECTION TYPE 2 SCALE: 3/8"0.11-0 - C2.0 I C2.0 4 I 5 POLE HANDHOLE BUSHING TOP SONO METAL CON- DUIT TO POLE 13010 OROUM3 TO POLE I ea CU ONO. PAVING O Fx8‘0' CCRPERAELD GROUND ROO II R —III r r L=1 III '7 III II 2 32 ' (ROUNDCR 90UARE) ANCHORSOLTSNYO TEMPLATE FURNISHED Willi POLE COVER TO MATCH POLE 1' CHAMFER ALL AROUND METAL CCNDIXT MASER AND DIRECTION AS REWIRED 3003 PSI CONCRETE SASE WI101 844 OARS VERTICAL EVENLY SPACED AND %MTH In TIES ire.° (MINIMUM REQUIREMENTS) CONCRETE EASE SHALL EXCEED BOLT CIRCLE PAIN. 5' ALL ARCM., FLAG POLE BASE DETAIL C2.0 C2.0 SCALE: 1/2- 1'-0" (NOT IN CONTRACT) 6 I 7 SEDIMENT SILT SCREEN ATTACHE• TO POST ROCK BALLAST 2X4 WOOD STAKES AT 4.-0' 0.0 1W EMBEDMENT MINI' 1UM INTO SOIL 3 10 GRADE LINE SILT SCREEN DETAIL C2.0 C2.0 SCALE: NOT SCALE r COMPACTED EXISTING SOIL GRAVEL BED 361-0" 7-0" EXISTING COMPACTED SUBSTRATE 4 TENNIS COURT CROSS SECTION C2.0 C2.0 SCALE: NOT SCALE E D C B CUTE Iaredian Design Group NA 33 DronringAra Gado • O.RanN 0.AVIR Prat OTRA 24.6118 9 Domaz. U.S. vrgin Manz 13:034 mcFPcao Mil I(41 c mai GREAT ST. JAMES RESIDENTIAL COTTAGE, TENNIS COURT 8 STORAGE PARCEL C-I GREAT ST !ARCS u RV CUTE ozom.M3 N./IMMOBY AR:ROVED EIT 07-07-17 W. FRO.ECT TICE OTOITRIC.T 16-011 SEER" IET. C2.0 SITE DETAILS AND CROSS SE TIONS F. EFTA00802592 E D C B A 1 2 (121") ROOF PANELS ( 58") ROOF PAM-5 1 - up O 1 2' co 6 5IMWALL- CLEARANCE; DATA 01 j 3' 5' 6' 7' 1.51 9' 10' 11' 13' 14' 3 4 5 6 121"p 'zi- c0 ` m * CA co ,-- 1200g r:K ZO - = (p- a) into in CLtn?,ANC z -- 1) 8' CO Kt r0 Nt- CY) 41 t7ATA 0 12' lc'', Z co CNI 4' a) C- - — CD Nc CD 16' - — ICo ,Y; I-- ..,,, Ico .., 1-3 ....-. I4 s; N- I Up IN z 0 (7) zto M 5 _i Lid LLI I— (n cri 0 c7i I-D g o I -n. r- z o (7) z to > (73 _J WI IJ.J p— co a.' o (7) z E ON° n 1 2D T- If-N c° I I I I I I I I I I I I I I I 1- 0" 1" I° i to [1' 2' 3' 4' 5' 6' 7' 9' 10' 11' 13' 14' IS' 17' 18' 19' 20' 21' 45'-0" OUT/OUT STEEL DIMENSION 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 01.0 D1.0 3 SCALE: 4 5 6 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 EE 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 carricirammc ARCH PROFILE ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 E C B A 81) RATE REvt11088 REMARKS CCN51. NO laredian Design Group NJ 33 DrOnniA(1006 0009 • 0.614.18 ()awn& POO 01110 Boa 6218 St 1110Mal. U.B. Virgin Ilan% CCC'M ttlephone ensil i ifnf T.er nia4 sent Ct9Irl (WM*, Itetv. ne • ',VW, CI Alton KIR. riA:or MI/ N... wi 64.4.404, ioncul r. few turn.. ,whieb, omit on/ %MT. fl ak Lis. A n at% OaA4 *Awl ten 741W bAut .01•• Aar us,•(.....s. ten% way yew icg• wt.., GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT & STORAGE PARCEL 0.1 CREAT 811 /AWL u P. V coot ENAillr CPECRED BY. •.w. ArpROVED BY. l= 1. 05-24-17 FRO,EC1140 16011 0,1 , R4GT 1.0 D1.0 QUONSET DETAILS EFTA00802593 E D C B A 1 I 2 3 I 4 5 I 6 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. in. ZW Ix 0 0 C I I SIDEWALL NO. 6 TIE BARS • IT-O" t 1 r 22,„ II II Il e II II II CONCRETE T T ukt-c. II 11 II II WIRE MESH 6 X 6 BY NO. 6/6 II NO. 3 STIRRUPS 016' O/C 4 - NO. 4 INS 1 re. Ir U I I :.Ila /Alio 4 n' J. ICI I II II II II N 11 11 II IIII II NO. 6 TIE OARS 0 6' O' AWL II it II le --I -1 INSIDEWALL 2W 2W CONCRETE MACHCR SEE DETAIL W-O' OR LESS L. j ft 2• 2 (25)ARCHES, DIMENSION "1" m 53'-B 1/2' OR LESS ELIXIR CONCRETE MOTOR SEE DUAL ME MESH 24' -I-- 224- r-cr OR LESS OR LESS MEIJI 3228 e WATER-WAS °RUSK° STOIC CR HE CRAVEN (1$' TOP SUE) 3t 4 - NO. 4 IMPS NO. 3 STIRRUPS OW O/C 6 ML POLYETHYLENE MOISTURE BARRIER CLF.AN GRANULAR COMPACTED FE. NO. 8 TIE BARS CONCRETE OCASO/EXT SECTION THROUGH LENGTH 3 1 4" 2" SOLID ENDWALL Sr TOP OF STRIPPED GRADE FOUNDATION - 2500 PSI STRENGTH GROUT - 5000 PSI STRENGTH 7 PERFORATED STRAP NOT FACTORY XiIMPI 06 (AVAILABLE AT MOST LOCAL HARDWARE STORES) CONCRETE ANCHOR (NOT FACTORY SUPPUED) CONCRETE ANCHOR DETAIL SIDEWALL GROUTING INSIDE EN DWALL GROUTING OUTSIDE 11.0.1gi 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 D1.1 I D1.1 SCALE: N.T.S. 4 5 6 7 E D C B NO DATE No 33 Dronningaral Cada Oaan'a Okada, Pent Mut Box 6218 St 'Thomas, U.B. Wain Wards OCOM ttlepixne: 3410.7T7.1600 lax: 040 TT, 1031 Iaredontalvrostrnetnal ".0ter• IttnnfAx• nest GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT & STORAGE PARCEL CI r.RFAT Be.TE [NAVIN BY otECAEDIly ”figivEDBY 05-24-17 J.P.W. fRc).E.C11.19 16.011 0.704M4CT SI-EE, 1.0 D1.1 DETAILS (WC EFTA00802594 1 E D C B A 2 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. D1.2 101.2 7 E C B 'NO DATE Jaredian Design Group No 33 (Aonringura Gall . 0.6zian8 0.84f6f PrAI 01/6A 8.8z 6118 9 Teri]: U S 3-G818.88N CCON GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT 8 STORAGE PARCEL Ca GREAT ST LANES U SV.I RITE DRAWN BY: e8ECREDBY. AFEROVEDDY: 07-07-17 S.w. FRO.ECI 16.011 51-C 7 1,1> D1.2 DETAILS hr EFTA00802595 E D C B A 1 2 ENDWALL SECTION :ASTEN SECURELY WITH WRENCH NOTE: Use two U—bolts per splice. Encase tie bars and U—bolts in concrete as shown on Sheet 2. 4 NO. 4 BARS NO. 3 STIRRUPS ©18" 0/C HIGH CHAIRS INSIDE BUILDING I , 17---ft 2' MIN. LAP U—BOLT 3 BACKING PATCH - 1 TIE BAR SPLICING DETAIL 2 3 4 - TIE BAR (WITHOUT FLOOR) NO. 6 TIE BARS 8'-0" 0/C 2" - r TIE BAR MUST - -1 BE ENCASED IN CONCRETE INSIDE BUILDING F- =m=n-i=i SIDEWALL SECTION WITHOUT FLOOR 5 1 6 TIE BAR (WITH FLOOR) 7 ENDWALL STIRRUPS SIDEWALL STIRRUPS : 5 I L..1.....___J NO. 6 TIE BARS © 8'-0" 0/C INSIDE BUILDING 2 NO. 3 BARS NO. 3 STIRRUPS ©18" 0/C 4 NO. 4 BARS HIGH CHAIRS I- =-P I=111=iTr=II I=I TITI--Iff= T 111=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) %" (19.5mm) 2'-0" CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS D1.3 01.3 SCALE: 4 5 6 7 E D C B A PEP R0LS SO DATE KVALFELS JDG Jaredian Design Croup . • . AL3 33 DecoringArA Gado • O.RanS OAAA, EA, OPPRE•A• 5115 Sc 11•CPIAL U. S. Vpgin ICE/3•1 GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT 8. STORAGE PARCEL C•1 CREAT it INIF, t 07-07-17 [TRAPS. CRECREDBY AFERCIAEDBY FRUCCl/IS 16.011 O,1113.1Ci LCET ••3 D1.3 DETAILS EFTA00802596 1 2 3 4 5 6 7 E E D C B N Fe) 1 In 0) (A N 7 En En to O1 N In I In In in In En En En 1 In O 7 rn Ell rn Io to co In in O N N V) 1 -me 45'-O" WALL DETAILS SCALE. D1.4 D1.4 -. a46,1/ 8 O L 'EL' PANEL # LENGTH SW 1-SW 2 211 SW 3 -SW 4 210 SW 5 -SW 8 206 SW 7 -SW • 201 SW 9 -SW 10 194 SW 11.SW 12 154 SW 13-SW 14 171 SW 15-SW 16 166 SW 17 -SW 15 134 SW 19 -SW 20 109 SW 21-SW 22 75 SW 23-SW 24 24 D C B A A 1 2 3 4 5 6 7 0 GATE 88031014 K€04888 1--A1 NI Jaredian Design Group , • • 8 33 Exonringura Gada • GARAY, 02.80( Pena 01808 30.6218 9 11 c•nlat U.S. vrgint8.888. 0:804 IttA88c.no: GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT 8 STORAGE PARCEL Ca GREAT ST JAMES u CUTE [GAM WA A8ECRED BY AAVROVEDIW 07-07-17 16-011 FRO.ECT ?ED 0.7017R4GT•0 SPEC: In D1.4 DETAILS EFTA00802597 1 I 2 I 3 I 4 I 5 I 6 I 7 E E C 3 g c7) O O O to 3 I I 3 O O t f f f O4 O O 03 O O N rn 3 3 O 0 13'-9" c7/ N 3 3 O O co I 3 O4 3 4 22'-6" 45'-0" 14111 X 141X OPENING PANEL X LENGTH OW 1-0W 2 196 OW 3 -OW 4 187 OW 6-OW 6 176 OW 7-OW 8 162 OW 9.OW 10 144 OW 11.OW 12 121 OW 13-OW 14 92 OW 16-OW 16 61 ABOVE OPENING PANELS OW 17 41 OW18-O88 19 41 OW 20-OW 21 39 OW 22-OW 23 36 C B B WALL DETAILS SCALE:- 31.5 0' .5 A A 1 2 I 3 I 4 I 5 I 6 I 7 .EV ,SIOVS NO DBE Jaredian Design Group No 33 Exonologon Gado • 0.nean's Posi OSIc Ba. 6118 St Thomas. U.B. Virgin CCO)4 telephone: e.mel: Toe V .../041.4. , ..t RUM CO.tall ntetAiktt :04M/tin It S Mit% talif flat NO6.4 sal idamScievinon intru• NAM.. ea Mt HS al dai nillept *as WI at an at GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT 8. STORAGE PARCEL Ca GREAT ST IMES u OATE 07-07-17 ERAIVI.En, 0,ECIED APPROVED Mt M. FMEC ?OD 16.011 COirRe.CT ‘.) 5,-.EET D1.5 DETAILS EFTA00802598 E D 1. C B A 2 Ilk t er NEW ROYAL PALMS 3 N 2 3 4 5 6 7 z z z RUBS AREA PLAN L I . I WATER BEACH AREA L1.1 L1.1 SCALE: 1'- /32" 4 LEGEND O RESIDENTIAL BUILDING SEE SHEET NO. A-1.0 O BEACH AREA O ACCESS ROAD ALMS NEW FtOYM. PALMS SHRUBS AREA 5 TREES ROYAL PALM (Roystonea Regia) PUERTO RICAN HAT PALM (Sat* CauSiarum) SEAGRAPE (Cocaloba L/Wera) AREA OF SHRUBS SHRUB TYPES JAMAICAN CAPER (Caparis Cynophallaphora) SEA LAVANDER (Argusia Gnaphalodes) WHITE FRANGIPANI (Munn Alba) COCO PLUM (Chlysobalanus Icaco) OLEANDER (Nerium oleander) NEW ROYAL PALMS SHRUBS 6 NEW ROYAL PALMS 7 SO'-O' HIGH FLAGPOLE SHRUBS AREA NEW RESIDENTIAL NEW ROYAL PALMS AREA LOCATION FOR NEW RESIDENTIAL COTTAGE SEE SHEET GSJ-A-1.0 SHRUBS AREA E C B A lir V *4 OM., 0 DATE Ette.F14$ Nredian Design Group N.., 33 Dronnloo4r4 Gado - °Joon% °sada, Pool Mos Box 6218 St Thomas. U.S. Worn Islands OCSOI telephone: 340 Mt 1600 low 340777 1601 e.mrsl: y Pjaft IM (004.64, HMI ne „oa t. nty, enilmapnag, • foal In amp few annum0 M rtrfOrf.S.”). 4.4 fl an Mans na ,,, x Pam{ .$ ...ail nuts w,...,.., c•• new.. TO an car a. awn, GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT & STOFMGE PARCEL C-I GREAT ST JANES USW DATE [Raman" tmECKEDIIY. AtfiKNEDBY: 07-07-17 FR,NEC TIED 16-011 0:047,14cr 5 HEE 11) L1.1 LANDSCAPE SITE PLAN EFTA00802599