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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 />14 91 UNLEADED FUEL TANK SECTION
<br />1/2" = 1'-0"SCALE:
<br />FS3.1
<br />TANK SECTIONS
<br />3
<br />4
<br />23-8 1/2"18" min18" min
<br />EARTH, TYP.5"1'-0"PEA GRAVEL
<br />BED
<br />DEFLECTOR PLATE
<br />FOR DEADMEN AND
<br />STRAPS SEE DETAILFABRIC LINER IF REQUIRED
<br />DEFLECTOR PLATE
<br />NOTE:
<br />THE TANK AND THE TANK SUMPS HAVE CALCIUM
<br />CHLORIDE IN THE INTERSTITIAL SPACE.
<br />CONTRACTOR TO LABEL FILL PORTS WITH TYPE
<br />OF FILL.
<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" BEYOND
<br />THE ENDS AND SIDES OF
<br />TANKS, SEE SITE PLAN
<br />81
<br />4" RISER
<br />SCHEDULE 40
<br />VEEDER-ROOT
<br />INTERSTITIAL SENSOR
<br />MAG PLUS
<br />LIQUID LEVEL
<br />PROBE
<br />7417
<br />DROP TUBE WITH
<br />OVERFILL VALVE
<br />SET AT 95%
<br />8
<br />FS4.1
<br />12
<br />FS4.1
<br />6
<br />FS4.1
<br />-
<br />FS6.0
<br />3
<br />12,000
<br />91 PREMIUM
<br />3x2 SMITH FIBERGLASS
<br />BONDED ENTRY FITTING
<br />MAG PROBE RISER CAP
<br />SCHEDULE 40 NIPPLE,
<br />LENGTH AS REQUIRED,
<br />TYPICAL
<br />SCHEDULE 40 90°
<br />ELBOW - TYPICAL
<br />SCHEDULE 40 PIPE NIPPLE,
<br />LENGTH AS REQUIRED TO
<br />OFFSET VENT LINE AND
<br />CLEAR MAG PROBE
<br />HOUSING ASSEMBLY
<br />LINE OF SUBMERSIBLE
<br />PUMP ABOVE
<br />EXTRACTOR FITTING AS
<br />SCHEDULED
<br />8 - PLAN VIEW
<br />8A - ELEVATION
<br />DOUBLETRACⓇBY OMEGAFLEX NPT
<br />ADAPTER
<br />SMITH FIBERGLASS BONDED
<br />ENTRY FITTING, TYPICAL
<br />VENT RISER PIPING, 3" OVER
<br />2" RED THREAD IIA
<br />FIBERGLASS PIPE, VACUUM
<br />MONITORED
<br />4"Ø SCHEDULE 40
<br />PUMP RISER
<br />CONTAINMENT SUMP
<br />AS SCHEDULED
<br />SCHEDULE 40 NIPPLE,
<br />LENGTH AS REQUIRED,
<br />TYPICAL
<br />EXTRACTOR FITTING AS SCHEDULED
<br />SCHEDULE 40 90°
<br />ELBOW - TYPICAL
<br />U.S.T. MANWAY COVER
<br />UNDERGROUND STORAGE
<br />TANK AS SCHEDULED, SEE
<br />TANK INSTALLATION PLAN
<br />CONTAINMENT SUMP AS
<br />SCHEDULED
<br />CONNECT TO VACUUM
<br />MONITORING SYSTEM, TYPICAL
<br />VENT PIPING, 3" OVER 2" RED
<br />THREAD IIA FIBERGLASS PIPE,
<br />VACUUM MONITORED
<br />VAPOR PIPING, 4" OVER 3" RED
<br />THREAD IIA FIBERGLASS PIPE,
<br />VACUUM MONITORED
<br />SCHEDULE 40 90° ELBOW
<br />- TYPICAL
<br />OFFSET PIPE ASSEMBLY AS
<br />REQUIRED TO CLEAR MAG
<br />PROBE HOUSING ASSEMBLY
<br />MAG PROBE CAP BEYOND
<br />SCHEDULE 40 NIPPLE,
<br />LENGTH AS REQUIRED,
<br />TYPICAL
<br />SCHEDULE 40 90° ELBOW -
<br />OFFSET FITTING AS REQUIRED
<br />TO CLEAR VAPOR PIPE
<br />ASSEMBLY
<br />LINE OF VENT PIPING ABOVE
<br />VAPOR PIPING, 4" OVER 3"
<br />RED THREAD IIA FIBERGLASS
<br />PIPE, VACUUM MONITORED
<br />TANK MANWAY COVER
<br />8A
<br />FS3.1
<br />4x3 SMITH FIBERGLASS
<br />BONDED ENTRY FITTING
<br />DOUBLETRACⓇBY OMEGAFLEX
<br />FLEXIBLE HOSE AS SCHEDULED
<br />DOUBLETRACⓇBY OMEGAFLEX
<br />CONNECTOR CLAMP
<br />DOUBLETRACⓇBY OMEGAFLEX FRP
<br />GLUE CONNECTOR
<br />8 EXTRACTOR VENT/VAPOR PIPE ASSEMBLY
<br />1" = 1'-0"SCALE:
<br />5
<br />5
<br />DOUBLETRACⓇBY
<br />OMEGAFLEX 90° ELBOW FRP
<br />GLUE CONNECTOR AS
<br />SCHEDULED
<br />1-1/2" DOUBLE POPPET MALE
<br />PRODUCT SHEAR VALVE
<br />3" OVER 2" RED THREAD
<br />IIA FIBERGLASS PIPING
<br />SENSOR MOUNTING BRACKET
<br />PER MANUFACTURERS
<br />INSTALLATION KIT
<br />CONCRETE DRIVE SLAB,
<br />SEE SITE PLAN
<br />WESTERN FIBERGLASS DOUBLE
<br />WALL, UNDER DISPENSER
<br />CONTAINMENT SUMP
<br />DOUBLETRACⓇBY OMEGAFLEX FLEX
<br />CONNECTOR AS SCHEDULED
<br />DISPENSER FRAME
<br />BASE
<br />18 / FS3.118 / FS3.1FUEL DISPENSER
<br />AS SCHEDULED
<br />DISPENSER ANCHOR
<br />BOLT
<br />DISPENSER SUMP FRAME
<br />3x2 SMITH FIBERGLASS
<br />BONDED ENTRY FITTING
<br />2-1 SENSOR IN BACKGROUNG
<br />DOUBLE POPPET VAPOR
<br />SHEAR VALVE
<br />3" OVER 2" RED THREAD
<br />IIA FIBERGLASS PIPING
<br />DISPENSER ANCHOR BOLT
<br />CONCRETE DRIVE SLAB,
<br />SEE PLAN
<br />VAPOR FLOW SENSOR,
<br />TYPICAL AT EACH DISPENSER
<br />VAPOR PRESSURE SENSOR,
<br />TYPICAL AT EACH DISPENSER
<br />SMITH FIBERGLASS BONDED
<br />ENTRY FITTING
<br />DOUBLETRACⓇBY
<br />OMEGAFLEX 90° ELBOW FRP
<br />GLUE CONNECTOR AS
<br />SCHEDULED
<br />THREE WAY BALL VALVE
<br />WESTERN FIBERGLASS DOUBLE
<br />WALL, UNDER DISPENSER
<br />CONTAINMENT SUMP
<br />DISPENSER SUMP FRAME
<br />18 / FS3.118 / FS3.1DOUBLETRACⓇBY OMEGAFLEX FLEX
<br />CONNECTOR AS SCHEDULED
<br />VEEDER-ROOT
<br />NON-DISCRIMINATING PIPING
<br />SUMP SENSOR
<br />CONDUITS TO BE
<br />ROUTED THROUGH
<br />SLOT IN SUMP
<br />FRAME
<br />ELECTRICAL
<br />SEAL OFF
<br />VAPOR SHEAR VALVE
<br />NON-DISCRIMINATING
<br />PIPING SUMP SENSOR
<br />DISPENSER SUMP FRAME
<br />NEW CONCRETE DRIVE
<br />SLAB, SEE FUELING
<br />SITE PLAN
<br />WESTERN FIBERGLASS
<br />DOUBLE WALL, UNDER
<br />DISPENSER
<br />CONTAINMENT SUMP
<br />DOUBLETRACⓇBY
<br />OMEGAFLEX FLEX
<br />CONNECTOR AS
<br />SCHEDULED, TYPICAL
<br />FUEL DISPENSER
<br />AS SCHEDULED
<br />PRODUCT SHEAR VALVE,
<br />TYPICALJUNCTION BOX
<br />19 / FS3.119 / FS3.120 / FS3.120 / FS3.1HYDROSTATIC
<br />RESERVOIR WITH MINI
<br />HYDROSTATIC
<br />SENSEOR
<br />2 TO 1 SENSOR
<br />INPUT BOX
<br />RIGID UNDERGROUND
<br />CONDUIT, SEE
<br />ELECTRICAL DRAWINGS
<br />FUEL DISPENSER SUMP - PRODUCT LINE
<br />1" = 1'-0"SCALE:
<br />20
<br />FUEL DISPENSER SUMP - VAPOR LINE
<br />1" = 1'-0"SCALE:
<br />19
<br />SECTION @ FUEL DISPENSER SUMP
<br />1" = 1'-0"SCALE:
<br />18
<br />NOTES:
<br />A.ALL VAPOR RECOVERY CROSS OVER PIPING TO BE MADE WITH TEE(OR 90° ELL), SHORT NIPPLE
<br />AND 45° ELL.
<br />B.SLOPE PRODUCT PIPING TOWARD UNDERGROUND FUEL STORAGE TANKS OR DISPENSER SUMP
<br />AT 1/8" PER FOOT MINIMUM.
<br />C.VAPOR RECOVERY LINES TO SLOPE 1/8"/FT. TO REGULAR UNLEADED TANK.
<br />D.PRODUCT LINES AND DISPENSER CONNECTIONS MAY NOT BE IN SAME ALIGNMENT. USE
<br />FLEXIBLE CONNECTORS AND ROTATE TEES (OR ELBOWS) LEFT OR RIGHT OF VERTICAL AS
<br />NECESSARY TO MAKE CONNECTIONS.
<br />E.AT VERTICAL SEPARATION, PROVIDE MINIMUM OF 6 INCHES OF WELL-COMPACTED BEDDING
<br />MATERIAL.
<br />DOUBLE WALL FRP
<br />PIPE, SEE FUEL
<br />PIPING SITE PLAN
<br />FOR SIZE AND
<br />LAYOUT
<br />1'-0"1'-0"6"1'-0"PROD
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<br />
<br />2
<br />"
<br />Ø
<br />
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<br />R
<br />P
<br /> SUMP WALL1 / 2 " MIN.BETWEENFITTINGS6"MIN.CLR.8"
<br />M
<br />I
<br />N
<br />.
<br />CL
<br />R
<br />.
<br />TY
<br />P
<br />.
<br />FRP PIPE TERMINATION
<br />FITTINGS, TYPICAL
<br />PROD
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<br />Ø
<br />
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<br />P
<br />℄
<br />℄
<br />℄
<br />℄
<br />℄
<br />ADDITIONAL FRP PIPING
<br />PER PIPING PLAN
<br />TYPICAL PIPING CROSS OVER
<br />3/4" = 1'-0"SCALE:
<br />16
<br />3/4" RGS PVC
<br />COATED CONDUIT
<br />OVERFILL ALARM
<br />ALARM ACKNOWLEDGE
<br />SWITCH
<br />1/2" LIQUID TIGHT FLEX,
<br />TYPICAL
<br />4x4 NEMA 3R JUNCTION
<br />BOX
<br />24"x14"x1/4" STEEL
<br />MOUNTING PLATE,
<br />ROUND CORNERS AND
<br />EASE EDGES
<br />WATERPROOF
<br />RECEPTICAL
<br />SEAL-OFF
<br />EMERGENCE SHUT-OFF
<br />SWITCH NEW
<br />WATERPROOF
<br />ENCLOSURE1'-0"1'-6"1'-6"
<br />4"x4"x1/4" HSS POST
<br />3"MIN.1'-6"Ø
<br />TYP.
<br />6"Ø SCHEDULE 40
<br />STEEL PIPE BOLLARD
<br />WITH CONCRETE FILL,
<br />TYPICAL
<br />PLAN VIEW
<br />WELDED PLATE CAP
<br />NOTE:
<br />PRIME AND PAINT ALL STEEL TO
<br />MATCH SITE CONDITIONS
<br />FINISH GRADE
<br />+54"
<br />MAX.
<br />REMOTE E.S.O SWITCH
<br />3/4" = 1'-0"SCALE:
<br />12
<br />666
<br />6
<br />6
<br />6
<br />5
<br />8
<br />8
<br />10
<br />8
<br />81'-0"10'-338"OUTSIDE DIAMETER TANK RIBS6'-10"10'-0"TANK OUTSIDE DIAMETER18'-2"9
<br />9
<br />9
<br />10
<br />10
<br />PLAN ELEV.
<br />10
<br />FS4.1
<br />7
<br />FS4.1
<br />10
<br />PLAN ELEV.
<br />10
<br />9
<br />10
<br />109
<br />9 10
<br />9
<br />10
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