EFTA00258636.pdf

LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCEL NO. C LITTLE ST JAMES U.S.V.I CVE&OESIRRWIlOW AOO DORM OW 000 E;03,140 O2O0l0%20 000 MAN 010 6111E PLAN C2O alE CETALE, 800 STRUCIVRAL NORES/LECt90 131.0 Fa/DAMN PUN 84 0...A.B PLAN EE6EMEtg ROOK PLAN FLFNE•Wwl 000 OOUAfBR PLAN ARCKTEciwi ROCK' PLAN B.EVAT013 • ELEVAROSS MUNK! MOTOR SCHBOLLES WALL DUALS WALL CETALB WALL DUALS WALL COALS 100 801EOLLES AND TOTES MO I RV. DUALS 102 0060 CETAL8 100 WAG FLOOR PLAN PLO PUJI43.3 PLAN P2O PLL4B0 02151.8 000 ELECTICAL NOTES NO LEGO° O00 POWER PLAN Ell LICI411.0 PUN PREPARED BY liaredian Design Group Archi,ects, Engineers and Construction managers w. Wow. w vww ww,M634.03 • Ion Oxx.. um so To* U. I. V.w.. TTTTT 111501 ?MIND • 11,3 040 /MINI • f ,g1,••Ipe.ttttt.0. • %Vim's: mow pm.. s.g.w. EFTA00258636  2 3 4 5 6 7 *Ft Out MAWS E E UM SETBACK UNE LINE OF NATURAL ABUTMENT PER 714I5 SURVEY REST ROO LOCATION OF EXISTWO MNNTENANCE WORK D CONTAINMENT SHOP WADING TO BE D REMOVED AND FUEL TANK RE-BUILT FUEL PUMPS Stal Ostaltgota Galt -04.eira twat Pti101p6.12I8 St TIPAG.I.I.S. WA.IslasiLPN klAchant 303 rriAtco l6 344177..)1 e.n.at)As4ACC.:00.44144 C C ILMOIII MPI•elaMMI.I. III Wet. =al rat . Mai. 16 OM COT WWII LOCATION OF OUSTING GENERATOR LITTLE ST. JAMES BULGING MAINTENANCE AND WORKSHOP BUILDING PROJECT PARCa C LOCATION OF FASTING LIMA Stake' V.3.VI RO BUILDING -9IS -IS Pura V; KRB. B B 04(40V. KRA. 30 0 30 60 90 /40=7•4: 50 15401 SCALE - 1*- so* E of MARVIN BERNING & ASSOCIATES ;AND Smartt* 0.631410.: SUBEDISICK PLANKING PROPERlY SUIDEIR CO.0 Pi ia PARTIAL TOPOGRAPHICAL SURVEY EXISTING CONDITION PARCEL No. LIME ST. JAMES ISLAND SITE PLAN NOTES) No. GA RED HOCK WASTER A SOC R-1 sr. THOMAS. U.S.V1 EXISTING CONDITIONS A ELWAVOIN PM a. IRS SURVEY SUMER LOUIS SITE PLAN CALL: SCALD V CAURILOIK Xf co.o I coo OATS: 30/15 JOB N0. 36C0 1 2 3 4 6 7 EFTA00258637  MOO* 1 2 3 5 6 7 not 1110•410 Stormwater Best Management Practices 1. PROVIDE COMPACTED GRAVEL BASE AT ESTATE ROAD CORM CONSTRUCTION. 2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE RANTED AT KEN CONCRETE ENO OF CONSTRUCTION RETARANG WALL SILT SCREEN (SEE DETAIL 2 ON 3. INSTALL SILT SCREEN FENCE AS PER MANUFACTURES E SHEET CEO) INSTRUCTION E LOCATION OF NEW 4. RECEPTACLES SHALL BE PROVIDED ON SITE MO MAINTAINED TOP OF WALL MAINTENANCE AND ELEVATOR ON A REGULAR BASIS WORK SHOP BUILDING 11.1:0 5. VEGETATION BERMS SNAIL BE USED IN OCNJJIICTION VAIN SILT FENCE TO REDUCE STORM WATER RUN OFF. 0 NC PER THIS SURVEY & NATURAL VEGETATION SRNS BE PRESERVED IN TIE 0014IATAVII INDICATED AREAS UM SETBACK LINE REST R UNE OF NATURAL ABUTMENT ZONING NOTES LOT ZONING: EL-1 D CONTAINMENT W LOT SIZES PARCEL C (11.5 ACRES 515.188 San) D FUEL TA USE: RESIDENTIAL FINS/I FLOOR ELEVATION 10.St ACCESSORY USES: NONE FUEL PU TOMAICM EASING SLAB PARKING: 4 VEHICLE SPACES PROVIDED SILT SCREEN DEN5FIY: TWO (2) DWELLING UNITS laredian Design Croup (SEE DETAIL 2 ON Sellick••••••••01.0.•••• SHEET CEO) LOT OCCUPANCY: 2.5 PERCENT MAX. (128.707) M.33 Cre."POs G20.. Qaa% Omen Cw 9.0410 ACTUAL LOT COVERAGE 5%•[30.385) lar VS. "14 Wine• W04 Wkptcnot 777./600 tam 340.717.16:4 MIN LOT AREA: MBES,. .ere lanetsVekoesadAsl EOSTING LOT WIDTH: 100 FEET REQUIRED Imo w was. su.s• 04nIVri 011any. ACCESSORY rj ....t.r ea . 77JEntr . C SULDIPIGS VIRGIN ISUND ZONING REQUIREMENT C 4 13:7.t. FRONT YARD SETBACK: 15 FEET SIDE IS FEET MID REAR YARD SETBACK: *FEET MAXIMUM HEIGHT: 2 STORIES LITTLE ST. JAMES MAINTENANCE PROPOSED HEIGHT: I STORY AND WORKSHOP SURFING PROJECT PAACO. C UM( St IMES U.11.1 OME 9.1S-15 0•Aroay. KRB. B B OfttADIY, KRAL .." 0.0? J.P.W. a? CO 90 roall:C110: 15-001 SCALE ••• 30. olia n MARVIN BERNING & ASSOCIATES MST/A LA70 SURVEYORS 9..9CINSON PLANING PROPERTY SURVEYS C1.0 PARTIAL TOPOGRAPHICAL SURVEY PARTIAL SITE PLAN PARCEL No. 'V UTILE ST. JAMES ISLAND NOTES: NO. EA NO NOOK QUARTER 1 SITE PLAN ZORC R-I ST. 110.03. A CLEYATIONS PDI 01.0 101.0 SCALE: : •-3(1-0- suRvre SlIMET; LOUTS CNC: 01010.07 SOW OARS VIM • 30' Gc.„Jefr XI HO. 3100 1 2 3 4 5 6 7 EFTA00258638  1 2 3 4 5 6 7 RETAINING WALL SCHEDULE H B A b c V-8ARS T-BARS 0-BARS 4•-o" 2'-8" 12" E-7" r #3016- #3012" #3016" 5'-O" r-3" tr 2'-2" 5' #4016" #4012" #4016" Ir-0" 8' #4012" #4012" 94012" PROFILE OF 3'-r t9" 2'-5" ID3STNO GRADE 7•-o* (-2- 1r 2'-6" 12" #4012" #4012" #4012" AREA TO BE E 8.-0 4'-8" tr 2'-ir 12" #508" #408" #44810" EXCAVATED le-0" 5'-2" 12" 3.-2" 12" #508" #408" #5010" RETAINING WALL 10*-0- 5'-g" 12" 3'-7" 14" #508" #408" #5010" 11'-O" 6'-7" 12" (-1" 17" 9508" #408" #5010" 20 12'-0" 7'-3" 14" 4'-7" 18" 0508" 9408- #5010" 18 16 MATCH EXISTING FLOOR SLAB 14 FINISH FLOOR ELEVATION 10.St 12 00.4013/013 10 8 54t Mega= lal;1101TFIW 6 4 2 0 D V-BARS 2 4 2'0 WEEP HOLES 0 (-0" I BARS 0.C. OR 4" WEEP HOLES larecrsan Design Group 0 8'-0" O.C. CRUSHED STONE 3 SITE PROFILE 3' 0-BARS =las SCALE: 1/8-.1%0- Ha 33 Oareinatv Cluvres Chaein T-BARS Poster &a CCM St Texas. U.S. VISA IMMO MOS Siphon' 110.177.1(40 tax 30.1173001 Ondr2Oncontnt urou.norouorourrer—. C ""`"="trrrorolt1.4 LITTLE ST. JAMES MAINTENANCE AND WORKSHOP BUILDING PROJECT 'sat UTILE ST Mu,S U SY I • 1 RETAINING WALL SCHEDULE C20 C2.0 SCALE NOT TO SCALE OAR 915.15 I.— warm KRA. Otall W LOW ruilrocc fbcPC B WMMa • IC oz. KV. 0.1040 SY. KR& ILCIU DOUBLE EROSION CONTROL FENONC SITE DETAILS C2.0 A TYPICAL SEDIMENT 2 SILT SCREEN DETAIL ao I as SCALE: NOT TO SCALE 1 2 5 6 7 EFTA00258639  ferASOPM 2 3 4 5 NOTES' 6 OAR lew/O.5 1. ALL CONCRETE SHALL HAVE AN Fc OF 3000 PSI AT 28 DAYS FOOTING SCHEDULE SLAB NOTES 2. ALL REINFORCING STEEL SHALL BE GRADE 6008 Fy 60.030 PSI Ws DIADOCNB a Far OMER FENFCEICSENT mans W al: X0 DOTTUI TCP 3. ALL CONCRETE WORK MALL BE AS PER A.C1CODE aION Oro C. S ice go ponce, too Al T CONCRETE STAB TYPICAL REINFORCED WITH X4 BARS AT r cb.c n A 7,rx Or 0118 040 WAS OP e011en All WELDED WIRE FABRIC (tAVF) 4. PROVIDE 7 W.N. COVER FOR SLABS. BEAMS. AHO FOOTINGS RESTING ON GRADE MO rthO COMALO Cif•M ON 6 MIL POLY VAPORBARRIER. TYPICAL 3* COVER 5. PROVIDE MIH. COVER FOR SLABS BEAMS. AND COLUMNS AS PER A.C.I. CCOE FOR SLAB ON GRADE. 8. FORMS UNDER SLABS MID BEAMS SHALL REM6.91IN PLACE 14 DAYS MINIMUM 7. ALL AGGREGATE SHALL BE CLEAN AND FREE OF ORGANIC MATTER 8. DESIGN LOADS SHALL BE 100 LBS P.S.F. LIVE LOAD AND 66 LBS P.S.F. WINO LOADS E 9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD Of 1360 P.S.I. MIN. 10 ALL STRUCTURAL LUMBERSMALL BE GRADE MAIMED FOR STRUCTURAL USE COLUMN AND PIER SCHEDULE ONO PORCOOLT 11. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS IR MORO W•W 81004. SRI 12. ALL MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. WAS AT 1.4*O.C. PI Bons, OOPS 8 Or ARO HORIZONTAL RUE. AT IV O.C. OTASOJN(11 13. THE CONTRACTOR SHALL NOTIFY DIE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS PRIOR TO THEIR CONSTRUCTION. 14. ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINIMUM CONCRETE BEAM SCHEDULE It FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL MK MEM MR480:ff MR MR W all TOP ON ICON D 0 IT • ar 0/81 OM 10.5 ea 0 r 0 QINMUNN OLANMINDIA1811.011VON PM MO.203% £4 TOP SML AT L/S WC MOMr OA LEGEND 'MOURN MO) FCJ FLOOR CONTROL JOINT Ws 1084N ONINSINIDIAST NA Of ORURNroc n r. w DA coo nor FORNOM WA SI UNIIMEL 0 la118 SR Al LT OC TRIAL 0,00 WHAT KAMM Of RONO SIS LINE INDICATES BOTTOM STEEL JDG Nreclian Design Group TEMPERATURE a-Heopw4 WY.CwnY0HeW STEEL IN SLAB Poi ORROM St TIIt4rLV6 W9 MR COM "Re INDICATED OVTUNE Mototo yp INNO0 tux 3141/7.1601 OF FOUNDATION Prns../Q4aHanntswi FOOTING BELOW OI 6.1•••••..01IllifiNSIA4•1••••t•I INDICATED CUTUNE OF C. SSW%ISNOS, I4.1 •••I•t•MSS ...••••V• II V WALL ABOVE FOOTING C edio s dad.. NMI M.S. SS MTIS Fa hi WI 0 NW, 0•1 SI ASSN IMO VI ••• MI SP CIRO MS. SAOI'Lla St la VOW W X4 TCP BARS AT 24. 0.0 TYPICAL AT LENC4IT/5 THE LITTLE ST. JAMES MY SPAN MAINTENANCE OUT LINE OF AND WORKSHOP RIGID FRAME SLAB BASE BUILDING PROJECT STEEL COLUMN REFERENCE Th .% NAM C ABOVE ELEVATION NO. -1) unte ST .MMIS ONO CHANGE IN SLAB ELEVATION (10)05 VERTICAL SLAB ELEVATION PIO. MR OS TIES $:06' 9.15.15 0.0 (2) TIES AT TOP OF puns., KR.B. PIER TYPICAL • — •• —•• B OifONN K.R B. 100A8860: 15401 COOPaCIIOU EDGE BEAM O