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2 G 3 8 <br /> F54.1 F54.1 F54.1 55.0 - <br /> MIN <br /> NB E OND HE 111115 I OF ILO' YH <br /> EXTEND <br /> D5 AND <br /> SIDES OF TANKS,SEE SITE PLAN <br /> 1 I I I I I I nL <br /> I I I I I I I 3/8 0 WASHED PEA GRAVEL BACKFILL <br /> ALL OPEN GRADED MATERIALS SHALL BE FULLY <br /> I I I I I I I I I ENCASED IN A GEOTEXTILE FILTER FABRIC,SUCH AS <br /> MIRAFI 140N,TO PREVENT MIGRATION OF FINE <br /> GRAINED SOILS INTO THE POROUS MATERIAL.GRAVEL <br /> _ SHOULD BE PLACED IN THIN(LESS THAN B INCH)LIFTS <br /> AND DENSIFlED WIH MINIMUM OF(3)PAS,E5 USING <br /> -III I O I I O I I— A VIBRATORY COMPACTOR PRIOR TOPLACEMENT OF <br /> THE NEXT LIFT. KIZ AYCh1YeCYS,Inc <br /> 3090 Fite Circle,#104 <br /> Sacramento,CA 95827 <br /> -1(IIII I I I 1111 I �H(916)455-6500 FAX:(916)455-8100 <br /> NOTE: <br /> SEE SHEET F52 FOR EQUIPMENT US <br /> - -- - -- - - <br /> I1�11 Bmh o — Ilil�l <br /> j OVERFILL VALVE 15 15 OVERFILL <br /> VALVE Q I 11, <br /> 1-11 5ET AT 95% 5% ovTx.cwox <br /> G PLU <br /> -III <br /> VEL aT O LEV� o <br /> 11'U9 <br /> L^�ELPROS o 1=1 <br /> 1111111 0 � III= <br /> — Z3 TURBIN PUMP 23 TURBIN PUMP I— <br /> 11111111 11I� <br /> 43 tQ <br /> — I I— I I recT <br /> -III—II III—IIrp@; " <br /> — I DEFLECTOR PLATE DEFLECTOR PUTE <br /> 11-1 I-1 I I III—III-1 I —1 --I'M—1 I 56.0 STRAPS IIENANL I- <br /> II_ il— —I I—IiI <br /> a.2 <br /> DETA <br /> 18 DIESEL/91 UNLEADED FUEL TANK SECTION <br /> ■"l i+ CONVENIENCE STORE 8" <br /> SCALE: 112"1'H0• FUELING CANOPY <br /> 2D e 2 <br /> Fgq 1 F54.1 F54.1 CONCRETE SLAB SHALL EXTEND A <br /> MIN OF 7'-17 BEYOND THE ENDS AND North Wilson Way <br /> SIDES OF TANKS,SEE SITE PLAN Stockton,California 95205 <br /> :a <br /> -111-1 I I I I —1 3/80 WASHED PEA GRAVEL BACKFILL weex <br /> -111 I I 111_ ALLOPENGRADED MATERIALS SHALL BE FULLY GURPARTAP SINGH <br /> 11-111 I I I I I I 111-1 ENCASED INAGEOTEXTILEFILTER FABRIC,BUCHAB IGRAINVESTMENTS <br /> _ MIRAFI 140N,TO PREVENT MIGRATION OF FINE <br /> 1 I I C INFO SOILS INTO THE POROUS MATERIAL. 62 N.SIERRA MADRE ST. <br /> _ GRAVEL SHOULD BE PLACED IN THIN(LESS THAN MOUNTAIN HOUSE,CA 95391 <br /> _ INCH)LIFTS AND DENSIFlED WITH MINIMUM OF(3) <br /> I I I PE PASSES USINGNI 01 THEVIBRATORY <br /> EXTORT COMPACTOR PRIOR TO <br /> 111 I I I I I I — I ,OWNER CHANGES T LIFT. <br /> 03/01 022 <br /> -111 111- PLAN CHECK 05/122022 <br /> BUILDING DEPT 1-11 11—I A OWNERCHANGES REVISIONS 00/042018 <br /> AFUEL COI 2/5/23 <br /> FUEL COMIr¢NTS 42023 <br /> =1 W 18 mI' 11 8�FUEL CONRAENTS 5/1523 <br /> =1 ,B-I ROPe„.o <br /> 1 1 OVERFLLBVALVE 15 <br /> SET AT 95% O tA` C-14 29 n� <br /> 1111 4 1 <br /> LEVEL <br /> -1111 1111 O IIII 1 f�p.CA`�FO <br /> —III— a3 TURBIN PUMP N — <br /> 1 —111 111 R�re� 20-016 I Pao, 05A42020 <br /> —III—III III <br /> III—III—I o PEA GRAVEL II—II <br /> DEFLECTOR PLATE 0 BED DEFLECTOR PLATE <br /> _ 1-111- TANK SECTIONS <br /> - - - I I FOR DEADMEN ANDe I I I I I I I I I III III I I I I I I I I I I 1_1'1 <br /> I611 <br /> I I -III II I <br /> STRAPS SEE DETAIL 5G.0 I'�EARTH,TTP. FABRIC LINER IF REQUIRED -� <br /> 87 UNLEADED FUEL TANK SECTION �MeER <br /> -- SCALE: 1/2” FS3.0 <br />