EFTA00624703.pdf

GREAT ST. JAMES U.S.V.I AQO ma OF CfUtWHOS 031ER SHEET DEISYfflige C1.0 OVEAU_ SITE PLAN BLAFCED SITE PLAN C12 ENLARGED SITE PLAN C12 EN_ARGED SITE PLAN C2D SITE CETALS AND CROSS sc-cnolys Lt1 LANDSCAPE PLAN PREPARE) BY JDC Jaredian Design Group Architects, Engineers and Planners foilv. 0.••••• 06.••••• Vipyi UNA. rex 34.7171•01 EFTA00624703  1 2 3 4 5 6 7 04TE Ere1004.11 Y0 F&M6RKS NOTES/ TASK LEGEND 0 CABANA / TIKI BAR 4 O 0 RESIDENTIAL COTTAGE Cann nen/ E 7 0 EXISTING DRIVEWAY TO BE PAVED WITH -BLUE-air STONE AND CONCRETE. E liar/ ne•-7.115-10,20 10 0 75' DIAMETER CONCRETE PAD is e0-1,10.4.~1), S O 80' TALL FLAGPOLE (SEE DETAIL NO. 6 ON SHEET C2.0) /444•44ett en -elf -MO . 4, ------- EXISTING DRIVEWAY PATHWAYS TO BE STABILIZED WITH EROSION MAT,TACKIFIED POLYMER. OR GRAVEL. SHOULDERS TO BE 0 CLEARED OF DEBRIS AND BRUSH BERMS AND REPLANTED WITH NATIVE SHRUBS AND GRASS D os;6: 0 LANDSCAPE AREA WITH PALMS, NATIVE SHRUBS AND RESIDENTIAL COTTAGE. D artontn "U LANDSCAPE AREA WITH PALMS AND NATIVE naval .4.1. 44.4newar SHRUBS. Se/ arts 149-en- NEW 12'-0" WIDE DIRT ACCESS WAY WITH O EROSION MAT, TACKIFIED POLYMER, OR laredian Design Group GRAVEL SURFACE SHOULDER TO BE PLANTED •I WITH GRASS AND NATIVE SHRUBS. Ann .44 4-444 ne inn 0 0 10 NEW 25%50' PRE-ENGINNEERED STORAGE NO 33 OrenEls94E4 Gadd) . °Jean's 04,444E St ',Ent PCEI 01110•4111. 6218 US VI 1115..ri% 0:€04 BUILDING BY TEMPORARY BARGE LANDING. t44<clsce4 far 140 l'ff PV I c nal it DEMOLISH EXISTING TENNIS COURT AND REPLACE WITH NEW SWIMMING POOL. C C O 60' X 100' PRE-ENGINEERED STORAGE BUILDING. GREAT ST. JAMES PROJECT GREAT ST JAMES USV I 12-13-16 pet.11.,:::11; 1) 04.4404 BY In B .444 fa -Pen- any •c3vt.N. 4/ O B CsECRED BY. J.P.W. Altanca .44 'et' 114041)44-10001 EFEROSIO BY TRW Bitlemnd Al. 0111' 1110-.4144-10440 FRO.E(.4140 16011 01011R4C1 *0 r ?P ei ° r .c.403.104 SHEET '0 (0 C1.0 OVERALL SITE PLAN A A w. OVERALL SITE PLAN C1.0 C1.0 SCALE: 1"=250'-o- 1 2 3 4 5 6 7 EFTA00624704  1 2 3 4 5 6 7 0E.' 04 0 ,4 R0L'.140,05 Parcel No. A- Remainder E (A9- 626- 7'067 E C01151, no D laredian Design Group No 33 Drocringenti Gado- Oman's OJAitOrr POSI Office Box 6218 EXISTING STONE St It n Mara CCON RUBBLE WALL I&31 te<0400 c mal. nsf Kro.KM !JCS. .01:01 NCl/ o. vincial few NerSO4 .611011.1 AA II% agrafr ioutn00016 AASIL LIAM A C C c",, , 0100n.‘”).1 ne% "ds*" tail nu" Mina , 01.30•0 rap., "04 ,C1 me an r ••••,.....c•••• era 0. yet", • A• 75' DIAMETER CONCRETE PAD - 7 GREAT ST. JAMES PROJECT GREAT ST ONES u SY i men/ "Ab" LEGEND CONCRETE S,41 - 1 DRAINAGE SWALE 704 Acres At-P-• SILT SCREEN 040.1.0, BY 12-13-16 EROSION B B (129 7345- T004) CONTROL CcECACD BY. J.P.W. NEW PATHWAY TO BE CONSTRUCTED API-ROVED BY J.P.W. WITH EROSION MATT. TACKIFIED POLYP/EFL OR GRAVEL SURFACE SHOULDER TO BE PLANTED WITH GRASS AND NATNE SHRUBS. FRaE<r 1,10, 16-011 EXISTING DIRT PATHWAY TO BE STABILIZED C,g7R4Cr•3 WITH EROSION MATT. TACKIFIED POLYMER. OR GRAVEL SURFACE. SHOULDER TO BE CLEARED OF DEBRIS AND BRUSH BEMIS AND REPLANTED WITH NATNE SHRUBS AND GRASS. SHEET 1,3 EXISTING DRIVEWAY C1.1 ENLARGED 4- DIRECTION OF DRAINAGE SITE PLAN A RIP-RAP A BOULDER EROSION ENLARGED SITE PLAN CONTROL PLAN C1.1 C1.1 SCALE: r=30 . -0" 1 2 3 4 5 6 7 EFTA00624705  1 2 3 4 5 6 7 DATE, REVISIONS REVARKS NEW CABANA EXISTING TENNIS COURT E TIKI BAR TO BE DEMOLISHED AND E REPLACED WITH A NEW SWIMMING POOL LEGEND NCRETE D + rib CO MAGE SWALE °RA D SILT SCREEN EROSION CONTROL NEW PATHWAY TO BE CONSTRUCTED WITH EROSION MATT. TACKIFIED POLYMER. CR GRAVEL SURFACE. 'median Design Group SHOULDER TO BE PLANTED WITH ••••••••• Inp•••••••••lamagi. GRASS AND NATIVE SHRUBS. EW Nu 33 Ofonninaene CliGe CveedsOanet EXISTING DIRT PATHWAY TO BE STABILIZED RESIDENTIAL Pox Office Box 6218 WITH EROSION MATT. TACKIFIED POLYMER. OR COTTAGE St • ROMs 0004 1601 GRAVEL SURFACE. SHOULDER TO BE CLEARED It•clahrg, OF DEBRIS MID BRUSH BERMS AND t• mail REPLANTED WITH NATfVE SHRUBS AND GRASS. EXISTING DRIVEWAY TO BE PAVED WITH uo • ea •,..a•Ca0•••••••• ••••11,1•00•491•• C STONE C t %am* 4••••• ••••••••1•Itlutt ••••••A Malt • 4- DIRECTION OF DRMNAGE GREAT ST. JAMES RIRRAP ------------- (7)) BOULDER --., EROSION I CONTROL PROJECT PARCELS -- GMAT sr AWES US.V.I 00/ a. - /Og uc• b ee* aTE 12-13-16 J PAWN BY. B B Cs-ACKEOBY J.P.W. S6or 4:9e ApAmOvEDBY. J.P.W. •R aUECT 16-011 <:041RACENCIA SalEET I 10. Cl .2 ENLARGED SITE PLAN A ENLARGED SITE PLAN PLAN C1.2 C1.2 SCALE: r=30'-0" 1 2 3 4 5 6 7 EFTA00624706  1 2 3 4 5 6 7 E E WISULVAIS LEGEND D CONCRETE D 440 DRAINAGE SWALE SILT SCREEN EROSION CONTROL NEW PATHWAY TO BE CONSTRUCTED YAM EROSION MATT. TACKIFIED Jaredian Design Group POLYMER. OR GRAVEL SURFACE. JDG SHOULDER TO BE PLANTED WIN GRASS AND NATIVE SHRUBS. no 33 D'el I reers C,Kle Cbeen C1,drier €21,i EXISTING DIRT PATHWAY TO BE STABILIZED uS lro ri , Louis 11804 WITH EROSION MATT. TACKIFIED POLYMER, OR t '44.1 777 • C,1 GRAVEL SURFACE. SHOULDER TO BE CLEARED OF DEBRIS ANO BRUSH BERMS AND REPLANTED WITH NATIVE SHRUBS AND GRASS. C EXISTING DRIVEWAY C 1- DIRECTION OF DRAINAGE No. C 7 GREAT ST. JAMES ------------- RIP RAP BOULDER EROSION PROJECT 7 Acres CONTROL GREAT ST AWES US V I _74 7 1004) CATE OPAMEw 12-13-16 B B CIEGKEDBY PPPROVED8r. J.P.W. PROJECTS); I 16-011 CONTRACT NO SHEET Net C1.2.1 ENLARGED SITE PLAN A 1 ENLARGED SITE PLAN PLAN C1.2.11C1.2.1 SCALE: 11=301-0 - 2 3 4 5 6 7 EFTA00624707  1 2 3 4 5 6 I 7 N OATE f£MARKS MATCH LINE E E C• CONSvi.T.N41:• o D D Jaredian Design Group LEGEND Na 33 Droncloginu Gado • 0.taanN 0.14174( CONCRETE PcNI aka ea 6118 DRAINAGE SWALE 9 Tt I 1,-Cr. CCON tecr‘no • N;01 SILT SCREEN in•••=•••e EROSION T.re v 0,114O Cara*" We% ne Ct9.1•4 SI“ Mortif M Ot ACM. Neu iv... ;COI% WO CONTROL • two gy few WI Ai ry •IICIMAD 'WM.. CA Awe. con, eon C C M%ruittOrtvAnfi Pas annul ,e laWrICOP,0 Ina' me *Ask Ailrti. A M..* /MAW WILL ICI •• Ong , an r NEW PATHWAY TO BE CONSTRUCTED •••••,....ancen, war 10. 4 faf tiftWa• WITH EROSION MATT. TACKIFIED POLYMER. OR GRAVEL SURFACE. SHOULDER TO BE PLANTED WITH GREAT ST. JAMES GRASS AND NATIVE SHRUBS. EXISTING DIRT PATHWAY TO BE STABILIZED PROJECT WITH EROSION MATT. TACKIFIED POLYMER. OR GRAVEL SURFACE. SHOULDER TO BE CLEARED LLJ GREAT ST JANES uSV OF DEBRIS AND BRUSH BERMS AND REPLANTED WTI NATIVE SHRUBS AND GRASS. O O -Pr ) EXISTING DRIVEWAY CD O 12-13-16 1- DIRECTION CC O DRAINAGE 0441.0.10Y RIP.RAP B BOULDER B C.IECRED BY. J.P.W. EROSION CONTROL ATI-ROVED0V J.P.W. FRO.ECTIO 2 ENLARGED SITE PLAN 16'011 ENLARGED SITE PLAN PLAN C1.3 C1.3 SCALE: 1",•5O. -O" 0.704rR4GT PLAN C1.3 SCALE: 1"=50'-0 SPEC:14D C1.3 ENLARGED SITE PLAN A A 2 3 4 5 6 7 EFTA00624708  1 2 3 4 5 6 I 7 Nq 0ATE REVISOR REMARKS E E 25' X SD RE-ENGINEERED BUILDI CONSLT/MS CONCRETE PAVEMENT' D D Jaredian Design Group No 33 Nominee* Gislo Owed. Guano Poo Glum