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10,000 GAL DIESEL10,000 GAL. 91 UNLEADED18 <br />20 87 UNLEADED FUEL TANK SECTION <br />1/2" = 1'-0"SCALE: <br />DIESEL / 91 UNLEADED FUEL TANK SECTION <br />1/2" = 1'-0"SCALE: <br />18" min <br />18" min <br />1'-0"PEA GRAVEL <br />BED4" TO 6"DEFLECTOR PLATE DEFLECTOR PLATE <br />18" min <br />EARTH, TYP.FABRIC LINER IF REQUIRED4" TO 6"FOR DEADMEN AND <br />STRAPS SEE DETAIL <br />DROP TUBE WITH <br />OVERFILL VALVE <br />SET AT 95% <br />MAG PLUS <br />LIQUID LEVEL <br />PROBE <br />DROP TUBE WITH <br />OVERFILL VALVE <br />SET AT 95% <br />MAG PLUS <br />LIQUID LEVEL <br />PROBE <br />4" CONDUIT, <br />SCHEDULE 40 <br />- <br />FS6.0 <br />20 <br />FS4.1 <br />8 <br />FS4.1 <br />6 <br />FS4.1 <br />12 <br />FS4.1 <br />8 <br />FS5.0 <br />6 <br />FS5.0 <br />12 <br />FS4.1 <br />18 <br />FS4.1 <br />20,000 GAL. 87 UNLEADED3/8"Ø WASHED PEA GRAVEL BACKFILL <br />ALL OPEN GRADED MATERIALS SHALL BE FULLY <br />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 8 INCH) LIFTS <br />AND DENSIFIED WITH MINIMUM OF (3) PASSES USING <br />A VIBRATORY COMPACTOR PRIOR TO PLACEMENT OF <br />THE NEXT LIFT. <br />3/8"Ø WASHED PEA GRAVEL BACKFILL <br />ALL OPEN GRADED MATERIALS SHALL BE FULLY <br />ENCASED IN A GEOTEXTILE FILTER FABRIC, SUCH AS <br />MIRAFI 140N, TO PREVENT MIGRATION OF FINE <br />GRAINED SOILS INTO THE POROUS MATERIAL. <br />GRAVEL SHOULD BE PLACED IN THIN (LESS THAN 8 <br />INCH) LIFTS AND DENSIFIED WITH MINIMUM OF (3) <br />PASSES USING A VIBRATORY COMPACTOR PRIOR TO <br />PLACEMENT OF THE NEXT LIFT. <br />DROP TUBE WITH <br />OVERFILL VALVE <br />SET AT 95% <br />MAG PLUS <br />LIQUID LEVEL <br />PROBE <br />FOR DEADMEN AND <br />STRAPS SEE DETAIL <br />- <br />FS6.0 <br />21 <br />42 <br />75 <br />75 <br />75 <br />21 <br />4 <br />4 <br />78 <br />78 <br />BRINE RESERVOIR FROM <br />INTERSTITIAL SENSOR <br />BRINE RESERVOIR FROM <br />INTERSTITIAL SENSOR <br />SEE SHEET FS2 FOR EQUIPMENT LIST <br />NOTE: <br />CONCRETE SLAB SHALL EXTEND A <br />MIN OF 2'-0" BEYOND THE ENDS AND <br />SIDES OF TANKS, SEE SITE PLAN <br />CONCRETE SLAB SHALL EXTEND A <br />MIN OF 2'-0" BEYOND THE ENDS AND <br />SIDES OF TANKS, SEE SITE PLAN <br />10,000 GAL BIO DIESEL10,000 GAL. E85SHEET NUMBER: <br />SHEET CONTENTS: <br />PROJECT NUMBER:PROJECT DATE: <br />CONSULTANTS: <br />Sacramento, CA 95827 <br />PH:(916) 455-6500 FAX:(916) 455-8100 <br />3090 Fite Circle, #104 <br />REVISIONS: <br />20-007 08-14-2020 <br />K12 Architects, Inc <br />DEVELOPER: <br />CONTRACTOR: <br />PROJECT: <br />Fast N <br />Easy <br />RIVER <br />ISLANDS <br />PROFESSIONAL SEALS: <br /> 16460 GOLDEN VALLEY <br />PARKWAY <br />Lathrop, California 95330 <br />1 <br />Muhammad Bilal <br />10445 Chantel Lane <br />Stockton, CA 95212 <br />CONVENIENCE STORE AND <br />FUELING STATION <br />Parcel 1 <br />BUILDING DEPT. COMMENTS 10/4/21 <br />2 PLANNING DEPT REV 10/14/21 <br />3 BUILDING DEPT. COMMENTS 06/22/22 <br />3-25-2022 <br />4 BUILDING DEPT. COMMENTS 09/21/22 <br />5 FIRE DEPT. COMMENTS 10/19/22 <br />6 EHD-HAZMAT 12/12/22 <br />7 EHD-HAZMAT 02/03/23 <br />FS3.0 <br />TANK SECTIONS