EFTA00802589.pdf

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  crer:-.IDVS 1 I 2 3 4 5 6 7 NO DATE E E net • kg, 610-7306-1(0e) Aura At, ir,,r-zen. WRRLIIT ROCK Apart Ma ( 6.9-1 r t zre.z,c 17 Soles (0-110S.RPIO Annenterr / 9.9 filf ,26-113 4 1 -ar •JC-10J4) MO an, NOTES/ TASK LEGEND an a A.Atwateette (ARM- Wei b; D At.,.> tr it • (19-6a -'WO .4-• 0 LANDSCAPE AREA WITH PALMS AND NATIVE. FLAGPOLE AND RESIDENTIAL COTTAGE D LANDSCAPE BEACH AREA WITH PALMS AND SHRUBS (a -am- waif O NEW TENNIS COURT. SEATING AREA AND STORAGE Ilaredian Design Group LOCATION OF PARCEL REMAINDER C-1 Noll 1:T0001009M Gado . 0.ac,an'n Pool Ohba 50.6218 Se area St Thomas U.S. Isranch Ideas:no e t C C GREAT ST. JAMES RESIDENTIAL COTTAGE. TENNIS COURT, STORAGE & LANDSCAPING PARCEL Ca GREAT Sr JAMES ST. THOPAA.S.U.S.Y1 FO•Sti n it e, e7 fie -700-11200 07-07-17 (3 [NAVIN BY C-/-* I rev Ac B -attaft.IVIL B CtECAEDBY .‘F.R.CNED Be M. • FEC...ECT re3 16-011 Atfes /09-Pi0-1379/1 SHE C1.0 OVERALL O SITE PLAN A OVERALL SITE PLAN C1.0 C1.0 SCALE: 1"-250'-0" L. .9' 1 2 3 4 5 6 7 EFTA00802590  1 2 3 4 5 6 7 REYSONS DATE ROAMS ‘1` 'InC et IVO. / 289 Ac. E LEGEND (D9 7347-1004) E W.O. SETBACK LSE SILT SCREEN 0--0 E R05:0,1 CONCROL ip-.4:Qv eaSTNC STONE 0AiftWAY TO BE PAVED %MTH CONSIATuo. 1- PRECTION Cf CRANACE Waft , BOULDER EROSION Commix D D 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 Na.33 Cr0ariapare Dada - Gown's CliuMf Post 0Moa Box 5218 0 OUTDOOR SEATING AREA 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 C TREES C arklain CAI n en/ Wren.. fix: t Ctlet.S.TIA igt I, ke fl ak 'in A •01*. 4. rap. • ..,. .)isz, fatt Taal Sun not ant ••• vem• ley nen• Tod*. ion cm tiettral ROYAL PALM (Royston,. Reale) GREAT ST. JAMES PUERTO RICAN HAT PALM (Sabel Causiarum) RESIDENTIAL COTTAGE. TENNIS COURT & STOFMGE PARCEL C-I SEAGRAPE (Cocoloba Uvifera) GREATST ONES U SSA AREA OF SHRUBS CUTE 07-07-17 SHRUB TYPES oaftn.Bn JAMAICAN CAPER B Pagans Cynophallaphora B C,ECKED Mf. SEA LAVANDER (Argusia Gnaphalodes) AFPROVED BS WHITE FRANGIPANI (Plumerla Alba) vmO,ECT 1.O COCO PLUM 16.011 (Chrysobalanus Icaco) CONTRACTIn: OLEANDER (Nedum oleander) Srce. rn ENLARGED SITE PLAN C1.1 PLAN C1.6 C1.6 SCALE: 1 ENLARGED SITE PLAN A A 2 3 4 5 6 7 EFTA00802591  1 2 I 3 4 I 5 6 I 7 CUTE POLE ANCHORSOLTSNYO TEMPLATE FURNISHED HANDHOLE Willi POLE COVER TO MATCH BUSHING TOP POLE E SONO METAL CON- 1' CHAMFER ALL AROUND E DUIT TO POLE 13010 OROUM3 TO POLE I ea CU ONO. PAVING R —III r r L=1 METAL CCNDIXT MASER AND DIRECTION AS REWIRED SEDIMENT III '7 SILT SCREEN D INSTALL EROSION MATT Fx8‘0' ATTACHE• D RUBBLE CCRPERAELD III II 3003 PSI CONCRETE TO POST TACKIFIED POLYMER OR GRAVEL O SASE WI101844 OARS STONE WALL GROUND ROO ON EXISTING DIRT PATHWAY VERTICAL EVENLY SPACED ROCK AND %MTH In TIES ire.° BALLAST 2X4 WOOD ROCK CURB (MINIMUM REQUIREMENTS) STAKES AT 1% 4.-0' 0.0 SLOPED SHOULDER WITH NATIVE CONCRETE EASE SHALL GRADE Iaredian Design Group SHRUBS II EXCEED BOLT CIRCLE II~= Ttril LINE ff iRgiip lig. , EillElliElliair PAIN. 5' ALL ARCM., ii---,II itiii.iii-... 32 ' 10 NA 33 DronringAra Gado • O.RanN 0.AVIR ilelel l- -1T-01 Prat OTRA 24.6118 9 Domaz. U.S. vrgin Manz 13:034 (ROUNDCR 90UARE) 1W EMBEDMENT mcFPcao Mil I(41 MINI' 1UM c mai INTO SOIL C C PATHWAY SECTION TYPE 2 2 FLAG POLE BASE DETAIL 3 SILT SCREEN DETAIL C2.0 C2.0 SCALE: 1/2- 1'-0" (NOT IN CONTRACT) C2.0 C2.0 SCALE: NOT SCALE C2.0 I C2.0 SCALE: 3/8"0.11-0 - GREAT ST. JAMES RESIDENTIAL COTTAGE, TENNIS COURT 8 STORAGE PARCEL C-I GREAT ST !ARCS u RV r COMPACTED EXISTING SOIL GRAVEL BED CUTE 07-07-17 361-0" ozom.M3 7-0" B B N./IMMOBY W. AR:ROVED EIT FRO.ECT TICE 16-011 EXISTING COMPACTED OTOITRIC.T SUBSTRATE SEER" IET. 4 TENNIS COURT CROSS SECTION C2.0 C2.0 C2.0 SCALE: NOT SCALE SITE DETAILS AND CROSS SE TIONS A F. EFTA00802592  REvt11088 1 2 3 4 5 6 7 81) RATE REMARKS E (121") ROOF PANELS 6 GENERAL NOTES: E ( 58") ROOF PAM-5 1. NO LOADS OTHER THAN THOSE GIVEN 121"p 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 lc'', z TO LOCAL BUILDING REGULATIONS. CCN51. NO 4' 0 z (7) 3. THE FOUNDATION SHALL BE FOUNDED o z ON NATURAL UNDISTURBED SOIL (7) to CAPABLE OF SAFELY SUSTAINING z M 1500 PSF. AND AT LEAST 12 IN. to 5 BELOW FINISHED GRADE. > D (73 _i 4. SLAB ON GRADE SHALL BE PLACED Lid ON SOIL CAPABLE OF SUSTAINING _J LLI I— 500 PSF. WITHOUT APPROPRIATE WI IJ.J (n SETTLEMENT. p— .., cri 5. BUILDING MUST BE GROUTED INTO co 1-3 0 ....-. TROUGH, INSIDE AND OUT TO a.' c7i MAINTAIN STRUCTURAL INTERGRITY laredian Design Group o I- D EXCEPT WHEN USING WELDED BASE 5IMWALL- CLEARANCE; DATA (7) 1200g CLtn?,ANC t7ATA PLATE CONNECTORS. z E o NJ 33 DrOnniA(1006 0009 • 0.614.18 ()awn& 6. CROSS TIES MUST BE INCASED IN POO 01110 Boa 6218 St 1110Mal. U.B. Virgin Ilan% CCC'M CONCRETE WHEN CONCRETE SLAB IS ttlephone ensil i ifnf ON° g NOT USED 24 1/2" n I -n. ARCH DATA: T.er nia4 sent Ct9Irl (WM*, Itetv. • ',VW, CI AltonKIR. riA:or MI/ N... ne 12D - z - wi 64.4.404, ioncul r. few turn.. C - up = (p- Z - r- C ,whieb, omit on/ %MT. fl ak Lis. A *` m n at% OaA4 *Awl ten 741W bAut .01•• us,•(.....s. ten% way yew icg• Aar wt.., T- If-N DESIGN DATA: O 01 c° i co a) — Nc — ,Y; ..,,, s; 'zi- CA r:K a) in -- CO r0 CY) co I I I I I I I I I I I I I I I 1- 0" 1" N- STEEL GAGE: 20 GREAT ST. JAMES I° to c0 co ZO into 1) Kt Nt- 41 0 CNI C- CD CD I I I I I Up 50 KSI MIN. YIELD RESIDENTIAL COTTAGE. Co -- co 4 IN GALVALUME SHEET STEEL TENNIS COURT & STORAGE PARCEL 0.1 LIVE LOAD: 43 PSF CREAT 811 /AWL u P. V ,-- 3-SECOND WIND SPEED: 135 MPH 1 2' 3' j 5' 6' 7' 1.51 9' 10' 11' 13' 14' [1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' IS' 16' 17' 18' 19' 20' 21' MATERIALS: 1. CONCRETE STRENGTH AT 28 DAYS TO BE 2500 PSI 2. REINFORCING STEEL TO BE coot ENAillr