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HomeMy WebLinkAboutSite Planf f I N I I r MATCH EXISTING 0 4 / SIDEWALK °of MATCH EXISTING " N OX ULVERT8' MASONRY WALL EXISTING 9'X6' BCURB c v DOUBLE DUMPSTER DESIGN/PERMIT ENCLOSURE WITH CMU BY OTHERS. FINISH TO ` SCREEN WALL PER RIP -RAP REQ'D. SEE z j MATCH ARCHITECTURAL CAR WASH PER f I 7-ELEVEN STANDARDS. SEE CHARACTER OF BUILDING PROPOSED AIR/VACUUM STATION SHEET C5.0 FOR 7-ELEVEN STANDARDS. N: 5461.00 x° N: 5441702 ARCH PLANS FOR DETAILS ON A 3'X6` OONC. PAD DETAILS (TYP.) 0� r- q E 4665[09 (SEE ARCH PLANS FOR (SEE FUEL PUMP DESIGNER v, E: 4955.67 DETAILS) N: 5439:27 , a , x . S;Z E ((+ g 4_6SP LANS FOR DETAILS)_ 4922.33 o F � � To -� N: 5419.26 �rr� flxldE: 4831.96 n` �` °::. PROPOSED PROPOSED STORMWATER AREA I CONNECTION TO o ' a FORCE MAIN. SEE �? 10 BUILDING AND ANDSCAPE SETBACKSEE SHEET C5.0 FOR DETAILS w„ SHEET C6.0 FOR y g :.,, ? `row s..,? „ x ( N: 5419.53 I DETAILS. o. ,_,..,_ .,.. .r ..............:. vE ..._.... ,..,,..... , t sv ., S u.�,�'rh�., RECONSTRUCT EXISTING DRIVEYWAY TO ACCOMMODATE TRUCK TURN LEGEND 0 (n r -x -x - CHAIN LINK FENCE � :2� m PROPERTY LINE O N w 04 NORTH BUILDING SETBACK - N1 O o - - - - PAVING SETBACK o EN a O PROPOSED PARKING COUNT GRAPHIC SCALE IN FEET PROPOSED CONCRETE PAVEMENT 0 10 20 40 HEAVY DUTY ASPHALT PAVEMENT Z SEE SHEET C7.0 FOR DETAIL o STANDARD DUTY ASPHALT ® PAVEMENT N U o N N SEE SHEET C7.0 FOR SITE DATA: DETAIL U U) zo SITE AREA: 1.95 ACRES � M w N ZONING: CN (COMMERCIAL, NEIGHBORHOOD) o o o w FUTURE LAND USE: COMMERCIAL Ad PROPOSED USE: GAS STATION - 24/7 HOUR OPERATION F CAR WASH - 24/7 HOUR OPERATION z z z z MAXIMUM BUILDING HEIGHT: 35 FEET 0 0 0 0 PROPOSED BUILDING HEIGHT: ±35 FEET U 0 U U PROPOSED FUEL CANOPY HEIGHT: t17.5 FEET of w m w w of w BUILDING COVERAGE: m m a m PROPOSED C-STORE AREA 3,454 SF > w > w > w > w PROPOSED CAR WASH AREA 980 SF ckf m m U F.A.R. (4,089 SF/68,825 SF) 0.06 a © d z MAX F.A.R. 0.25 BUILDING SETBACKS REQUIRED PROPOSED FRONT: 25 FT 66 FT SIDE (NORTH PROP. LINE): 10 FT 20.67 FT w SIDE (SOUTH PROP. LINE): 20 FT 100 FT M REAR: 20 FT 48 FT ti z LANDSCAPE BUFFERS REQUIRED PROPOSED FRONT: 15 FT 30 FT O d z 0 SIDE (NORTH PROP. LINE): 10 FT 21 FT F ¢ ¢ SIDE (SOUTH PROP. LINE): 15 FT 51 FT o REAR: 10 FT 20 FT O O - O ¢ REQUIRED PARKING (PER ITE PARKING GENERATION a o ' MANUAL 5TH EDITION - LAND USE 945: /^ 0 '12 0) 8.38 SPACES PER 1,000 SF OF BLDG: ¢ pi 0 _ (3454/1000) X 8;28 29 SPACES N f z wz TOTAL PARKING SPACES REQUIRED: 29 SPACES w w O 0 I D z = O I T REGULAR SPACES: 23 SPACES J> w FUELING POSITIONS: 16 SPACES Y w Y HANDICAP SPACES: 2 SPACES rn z TOTAL SPACES PROVIDED 41 SPACES o 3 0 IMPERVIOUS CALCULATIONS os MAXIMUM ALLOWABLE IMPERVIOUS AREA (657): 1.27 AC rn 03 BUILDING AREA: 0.08 AC ASPHALT AREA: 0.73 AC CONCRETE AREA: 0.29 AC `\y111 TOTAL IMPERVIOUS AREA: 1.10 AC (56%) KEYNOTE LEGENDCURB TYPE "F" PER FOOT DWG. INDEX 520-001 0 : _ w OCURB TYPE "D" PER FOOT DWG. INDEX 520-001 co u1 �cCONCRETE ll'(:`lp� SIDEWALK CURB RAMP TYPE "CR-C" PER FOOT INDEX 522-002 WITH ADA DETECTABLE WARtU MAT ZCONCRETE "CR-G" SIDEWALK CURB RAMP TYPE PER FOOT INDEX 522-002 WITH ADA DETECTABLE WARNICONCRETE LL WHEEL STOP (SEE SHEET C7.0 FOR DETAIL) ���� o 0 24" WIDE WHITE THERMOPLASTIC STOP BAR z C9 U C9 © CROSSWALK STRIPING PER FOOT INDEX 711-001 SHEET 10 OF 14 H- w O 1 O O 2 2 U OH 6" WIDE WHITE PAINT STRIPING O 0 N N � \ } O HEAVY DUTY ASPHALT PAVEMENT (SEE SHEET C7.0 FOR DETAIL) Ln ¢ o O Q m o m m o OJ STANDARD DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL) ¢ y \ W ¢ z 0 z ¢ Y w O U W < S OK HEAVY DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL) © FUEL TANK PAD CONCRETE PAVEMENT (SEE FUEL TANK VENDOR FOR DETAIL) MO DIRECTIONAL ARROW AND MARKINGS PER FOOT INDEX 711-001 NO INTEGRAL CURB (SEE SHEET C7.0) OO CONCRETE SIDEWALK CURB RAMP TYPE "CR-E" PER FDOT INDEX 522-002 OP CONCRETE SIDEWALK CURB RAMP TYPE OCR-F" PER FOOT INDEX 522-002 Z ® STANDARD DUTY ASPHALT PAVEMENT (SEE SHEET C7.0) ® DO NOT ENTER SIGN (R5-1) OS SEE THICKENED EDGE DETAILS ON SHEET C7.0 A LL" OT 5' CURBED FLUME NOTES,- 1. A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. uj 2. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY". ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. 3. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF ST. LUCIE COUNTY. 4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN Q OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. O J L� 5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. 1 1 1 e 'r 6. ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR co`J \' CENTER OF STRIPING. 7. ALL BUILDING DIMENSIONS ARE TO THE FACE OF THE BUILDING. m 8. PARKING STALLS TO BE MARKED WITH WHITE PAINT. W 9. WHERE APPLICABLE DOUBLE YELLOW STRIPING, HANDICAP, STOP BARS, AND Z FIRELANE STRIPING TO BE THERMOPLASTIC. CL W 10. LIGHTING TO BE NON -GLARE AND AVOID SPILLAGE INTO ADJACENT PROPERTY. 11. MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED PERSON. ' ' ~ 12. AS -BUILT PLANS ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. �.LJ! ® z O 13. REMOVAL OF EXISTING CURB AND SIDEWALK TO THE NEAREST JOINT. 1 1 1 U. 0 14. TYPE 'D' CURB SHALL BE PER FOOT STANDARD PLANS INDEX 520-001. 1 w 15. ALL SIGNAGE SHALL COMPLY WITH ST. LUCIE COUNTY ORDINANCES. CJ 16. SITE CONSTRUCTION SHALL BE PER ST. LUCIE COUNTY SPECIFICATIONS. wM F 17. FOR ALL SIDEWALKS THE MAXIMUM CROSS 5LOPE IS 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE IS 5.0% SHEET NUMBER 18. CURB RAMPS OUTSIDE OF PUBLIC RIGHT -OF= WAY SHALL COMPLY WITH THE FLORIDA BUILDING CODE SECTION 11-4.7,CURB RAMPS C4.0 LF "o