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18" min1'-0"PEA GRAVEL <br />BED <br />18" min <br />20 <br />FS4.1 <br />20,000 87 UNLEADED <br />3/8"Ø WASHED PEA GRAVEL BACKFILL <br />ALL OPEN GRADED MATERIALS SHALL BE <br />FULLY ENCASED IN A GEOTEXTILE FILTER <br />FABRIC, SUCH AS MIRAFI 140N, TO PREVENT <br />MIGRATION OF FINE GRAINED SOILS INTO THE <br />POROUS MATERIAL. GRAVEL SHOULD BE <br />PLACED IN THIN (LESS THAN 8 INCH) LIFTS AND <br />DENSIFIED WITH MINIMUM OF (3) PASSES USING <br />A VIBRATORY COMPACTOR PRIOR TO <br />PLACEMENT OF THE NEXT LIFT. <br />VEEDER-ROOT <br />INTERSTITIAL <br />SENSOR <br />4" SCHEDULE 40 <br />RISER <br />DROP TUBE WITH <br />OVERFILL VALVE <br />SET AT 95% <br />MAG PLUS <br />LIQUID LEVEL <br />PROBE <br />17 <br />74 <br />81 <br />NOTE: <br />THE TANK AND THE TANK SUMPS HAVE CALCIUM CHLORIDE IN <br />THE INTERSTITIAL SPACE. <br />CONTRACTOR TO LABEL FILL PORTS WITH TYPE OF FILL. <br />SHEET NUMBER: <br />SHEET CONTENTS: <br />PROJECT NUMBER:PROJECT DATE: <br />CONSULTANTS: <br />REVISIONS: <br />18-046 12-24-2020 <br />DEVELOPER: <br />CONTRACTOR: <br />PROJECT: <br />PROFESSIONAL SEALS: <br />1014 S. Airport Road <br />Manteca, California <br /> 95336 <br />1 <br />2 <br />Robinson Oil Corporation <br />955 Martin Ave. <br />Santa Clara, CA 95050 <br />Sacramento, CA 95827 <br />PH:(916) 455-6500 FAX:(916) 455-8100 <br />3090 Fite Circle, #104 <br />K12 Architects, Inc <br />CONVENIENCE STORE & <br />FUELING CANOPY <br />MANTECA <br />3 <br />4 <br />PLAN CHECK JAN. 12, 2023 <br />OWNER CHANGE MARCH 17, 2023 <br />PLAN CHECK AUGUST 17, 2023 <br />PLAN CHECK MARCH 29, 2024 <br />PLAN CHECK hzmt MAY 10, 2024 <br />5 PLAN CHECK hzmt MAY 31, 2024 <br />6 PLAN CHECK hzmt AUGUST 7, 2024 <br /> February 03, 2025 <br />8 PLAN CHECK hzmt OCT. 26, 2024 <br />7 PLAN CHECK hzmt SEPT. 26, 2024 <br />10 PLAN CHECK hzmt JAN 29, 2025 <br />9 PLAN CHECK hzmt JAN 09, 2025 <br />18 87 UNLEADED FUEL TANK SECTION <br />1/2" = 1'-0"SCALE: <br />FS3.0 <br />TANK SECTIONS <br />20 DIESEL TANK SECTION <br />1/2" = 1'-0"SCALE:5"DEFLECTOR PLATE <br />FABRIC LINER IF REQUIRED <br />18" min1'-0"PEA GRAVEL <br />BED <br />18" min <br />EARTH, TYP. <br />FABRIC LINER IF REQUIRED <br />4" CONDUIT, <br />SCHEDULE 40 <br />20,000 DIESEL <br />VEEDER-ROOT <br />INTERSTITIAL <br />SENSOR <br />3/8"Ø WASHED PEA GRAVEL BACKFILL <br />ALL OPEN GRADED MATERIALS SHALL BE <br />FULLY ENCASED IN A GEOTEXTILE FILTER <br />FABRIC, SUCH AS MIRAFI 140N, TO PREVENT <br />MIGRATION OF FINE GRAINED SOILS INTO THE <br />POROUS MATERIAL. GRAVEL SHOULD BE <br />PLACED IN THIN (LESS THAN 8 INCH) LIFTS AND <br />DENSIFIED WITH MINIMUM OF (3) PASSES USING <br />A VIBRATORY COMPACTOR PRIOR TO <br />PLACEMENT OF THE NEXT LIFT. <br />8" CONCRETE SLAB SHALL <br />EXTEND A MIN OF 2'-0" <br />BEYOND THE ENDS AND <br />SIDES OF TANKS, SEE SITE <br />PLAN <br />DROP TUBE WITH <br />OVERFILL VALVE <br />SET AT 95% <br />FOR DEADMEN AND <br />STRAPS SEE SHEET FS6.0 <br />17 <br />3 <br />81 <br />NOTE: <br />THE TANK AND THE TANK SUMPS HAVE CALCIUM CHLORIDE IN <br />THE INTERSTITIAL SPACE. <br />CONTRACTOR TO LABEL FILL PORTS WITH TYPE OF FILL.5"DEFLECTOR PLATE <br />37'-5 1/2" <br />37'-5 1/2" <br />MAG PLUS <br />LIQUID LEVEL <br />PROBE <br />74 <br />3 <br />3 <br />4 <br />10 <br />2'-0" <br />MIN. TYP. <br />FOR DEADMEN AND <br />STRAPS SEE SHEET FS6.03 <br />2'-0" <br />MIN. TYP. <br />5 <br />5 <br />1'-0"MIN.10'-4"OUTSIDE DIAMETER TANK RIBS6'-10"18'-2"1'-0"MIN.10'-4"OUTSIDE DIAMETER TANK RIBS18'-2"6'-10"10'-0"OUTSIDE DIAMETER TANK18 <br />FS4.1 <br />12 <br />FS4.1 <br />8 <br />FS5.0 <br />6 <br />FS5.0 <br />12 <br />FS4.1 <br />10'-0"OUTSIDE DIAMETER TANK8" CONCRETE SLAB SHALL <br />EXTEND A MIN OF 2'-0" <br />BEYOND THE ENDS AND <br />SIDES OF TANKS, SEE SITE <br />PLAN <br />9 <br />9 <br />7 <br />FS5.0 <br />PLAN ELEV. <br />9 <br />FS5.0 <br />10 <br />PLAN ELEV. <br />19 <br />FS4.1 <br />9 <br />FS4.1 <br />10 <br />PLAN ELEV. <br />10 <br />PLAN ELEV.