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I BENJAMIN HOLT DRIVE i (E) DRIVEWAY (E) DRIVEWAY TO REMAIN TO REMAIN ---------- . _ . ._ . . � . . _ . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � . . _ . . _ . . _ . . (E) LANDSCAPING TO REMAIN APEX I i ARCHITECTURE 1325 EI Pinal Drive, Suite D4 (E) • Stockton, CA. 95205 LANDSCAPING • (209) 662-4874 TO REMAIN apexplanning@hotmail.com i Iw Steven Anthony Torres II IQ � • Architect # C32553 J a w 0 LL � U • PROPERTY OWNER I < • w I w LU LAWRENCE WIGHT O • 2908 W. Benjamin Holt Drive I - Stockton, CA. 95207 3.1 (E) DRIVEWAY (209) 993-7825 TO REMAIN E UIP I (N) BARRIER EDGE 3.11 • (PROTECTION/CURB TRIP < 3.9 • GUARD DECORATIVE STEEL 26 0 3 0 4 1 PAINT I BLOCKADE RAILING. '' - 0" 011 I 17' - MOUNTED AT+ 3'-0"A.F.F. 6'_6" T-0" 7'10" STRIP ATSEDGE ACCESSIBLE PATH OF CUR RAMP"GL PE: OF SIDWALK N I i I 1 8.33% d o - TRAVEL TO ENTRY, PARKING STALL& PUBLIC WAY INSTALL TRU CATED DOM EVEL -d a • w I , A LEVEL a a a LANDINGr ." o da (E)SIDEWALK LANDING +0"A.F.F. �, • I I I A3.0 O _6"A.F.F. FUTURE CA 1 <2�oslope a a a WASH O p 5'-0" 6'-0" (E) Q I 2 _6., LEVEL J LANDSCAPING I LOCATION ( I 3 12 LANDING I TO REMAINI = ,� +0^A.F.F.V EXISTING 1 ,360 S.F.CD co BUILDING TO I MODIFY CONCRETE CURB TO co ACCEPT NEW PATH OF PHASE II I 03.12 -- REMAIN I TRAVEL. 0 0 ARCO CONVENIENCE CONSTRUCTION I I (E) PUBLIC STORE REMODEL I I I W INSTALL NEW TRUNCATED SIDEWALK J 3.8 Oo coz LOCATION OF El L � T2 � DOMES AT THIS LOCATION • � 2908 Benjamin Holt Drive �J Stockton, CA. 95207 1s'-o" TAJ NEW BUILDING • ADDITION 3.70 L — _ E)ACCESSIBLE- 01 �:) /LOADING. / • *APOR LEVEL LANDING� @ < 2% SLOPE IN RECOVERY ANY DIRECTION NEW PAINTED ❑I v I TAN (N) zzzzzz ACCESSIBLE LEVEL PATH OF TRAVEL TO ( (E) PUBLIC WAY. <2% WATER 3.15 ACCESSIBLE SLOPE IN ANY METER PLANTER of PARKING DIRECTION O N AIR WATER • A 3.12 • I 3.13 3.12 <3-1>2 B .14 3.14 3.18 \ r - PROPOSED SITE PLAN (E) DRIVEWAY - - — — — — — — — — — — — — — — — — — — — - (E) UNDERGROUND TO REMAIN TANKS TO REMAIN \ i • rr- O R5 'yi \ _L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J REFUEL ROUTE "'. 3/ '� z` - - - - - - F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - — — — - - - - - - - - J • • REV.# DATE ISSUED DESCRIPTION 3.19 1 6-20-19 plancheck 00 • • 5"THICK CONC. WALKWAY 4" CONCRETE RAMP TOOL EDGE OVER 90% COMPACTED DUMPSTER 3"ASPHALT SURFACE 1:12 SLOPE MAX. GRADE (E)TOR MAIN NG • • 90% COMPACT aAPEX PROJECT15-11 GRADE, TYPICAL 4e ° CRUSHED GRAVEL REMODEL SITE PLAN SITE PLAN NOTES - SCALE: 1" = 10'-0" DATE:6-20-2019 3.1 (N) PROPOSED CAR WASH LOCATION. DO NOT CONSTRUCT UNTIL PHASE 2. SEPARATE SUBMITTAL d- - 3.7 RELOCATION OF E HEALY VAPOR RECOVERY TANK IS A DEFERRED SUBMITTAL 0 - 10 . 3.8 (N) LOCATION OF c02 TANK 3.9 (N) PROTECTIVE BOLLARDS ( )GRADE 3.11 (N) LEVEL LANDING @ 2% SLOPE AWAY FROM BUILDING. LANDING HEIGHT TO MATCH FINISH FLOOR HEIGHT a LEVEL FOR THRESHOLD COMPLIANCE 3.12 (N)VINE CAGES. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION A3.0 3.13 PLANTER LANDSCAPING AREAS 1 — E TRY RAMP DETAIL 3.14 FUTURE VACUUM UNIT LOCATION. STUB CONDUIT TO THIS LOCATION FOR FUTURE PASE 2 INSTALLATION A SCAL 1 1/2" = 1'-0" 3.15 (N)WALK IN COOLER ADDITION 3.18 (N) LOCATION OF AIR&WATER PUMP 3.19 (E) DUMPSTER LOCATION TO REMAIN Copyright APEX