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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 /> November 06, 2024 <br />8 PLAN CHECK hzmt OCT. 26, 2024 <br />7 PLAN CHECK hzmt SEPT. 26, 2024 <br />TOOL TO 1/4" RADIUS <br />FUELING DECAL TO BE MOUNTED TO EACH DISPENSER <br />NO SCALESCALE: <br />1/2" <br />1 <br />3 <br />4 <br />EXPANSION JOINT <br />N.T.S.SCALE: <br />5 <br />INTERRUPT <br />REINFORCING <br />AT JOINT <br />FIBER EXPANSION JOINT <br />MUST COMFORM TO ASTM D <br />1751 <br />1/2" = 1'-0"SCALE: <br />NOTE: <br />BASE MATERIAL <br />ASPHALT PAVING <br />PEA GRAVEL <br />6" CONC. SLAB <br />6 " MIN.MIN. <br />6" <br />CLEAR <br />6"7" MIN.COVERPIPE TRENCH <br />2x PIPE DIAMETER, TYPICAL <br />LINES TO CROSS ( <br />AIR & WATER) <br />PERPENDICULAR TO <br />PIPE24" MINSCALE:6" = 1'-0" <br />EMERGENCY FUEL <br />SHUT-OFF SWITCH SIGN <br />EMERGENCY <br />FUEL <br />SHUT OFF <br />FS4.0 <br />DETAILS <br />NOTES: <br />SCALE:N.T.S. <br />CONDUIT STUB-UP <br />ELEVATION <br />NOTES: <br />PLAN <br />SCALE:N.T.S. <br />DISPENSER CONDUIT <br />FOR NEW INSTALLATIONS <br />SLOPE <br />2" FIBERGLASS <br />THREADED ADAPTOR <br />3" TO 2" REDUCER <br />BOOT <br />3" SECONDARY <br />CONTAINMENT PIPING <br />HYDROSTATIC SUMP SENSOR <br />STABILIZER BAR <br />SEALL ALL OPENINGS WATER <br />TIGHT <br />DISPENSER <br />SHEAR VALVE <br />NOTE: <br />SCALE:3/4" = 1'-0" <br />UDC SECTION, CONTAINMENT, AND PIPING CROSSOVER <br />43 <br />39 <br />1" CONDUIT TO MONITOR <br />SYSTEM FOR CONTAINMENT <br />SENSOR <br />1" CONDUIT TO SALES AREA <br />FOR INTERCOM <br />2" PRODUCT PIPE <br />CONTAINMENT SENSOR <br />INTERCOM <br />SEAL OFFS <br />POWER/DATA <br />EXPLOSION PROOF <br />JUNCTION BOX <br />DISPENSER JUNCTION <br />BOX (BY MFR.) <br />91 <br />USE APPROVED NON-HARDENING <br />JOINT COMPOUND FOR THREADED <br />CONNECTIONS. <br />3" P.V.C. OR FRP PIPE OPEN AT <br />BOTTOM. <br />BRACKET EXTENSION <br />F.R.P. DISPENSER SUMP <br />6 1/2" <br />MINIMUM <br />CLEARANCE <br />BETWEEN <br />PIPE <br />NOTE: TERMINATE 3" PIPING AS CLOSE <br />TO ELBOW AS FEASIBLE TO <br />ACCOMODATE FUTURE REDUCER BOOT <br />ACCESS FROM GRADE <br />2 1/2" MINIMUM <br />CLEARANCE <br />BETWEEN <br />FITTING & PIPE <br />44 <br />41 <br />ELECTRICAL NEXT TO SUMP <br />NOT IN SUMP. <br />TEST PORT <br />FILL PORT <br />DW SUMP <br />SENSOR <br />42 <br />1" CONDUIT TO CONTROL <br />PANEL FOR POWER & DATA <br />SUMP PENETRATION BOOT <br />1.1/2"x12" FLEX <br />CONNECTOR <br />PEA GRAVEL <br />45° BLACK IRON ELBOW <br />FOR DEPTH SEE <br />FS1.1 PIPING NOTES <br />48 <br />90 <br />20 <br />91317 <br />19 11 <br />SCALE:3/4" = 1'-0" <br />TYPICAL MPD DISPENSER SUMP - PLAN VIEW <br />1 1/2" FLEX CONNECTORS <br />91 GAS <br />87 GAS <br />VAPOR <br />ELECTRICAL IS PROVIDED TO <br />THE DISPENSER BY AN <br />OFFSET IN THE SUMP. <br />DISPENSER SUMP <br />DOUBLE WALL <br />SUMP LIQUID SENSOR <br />PLACED AT BOTTOM OF SUMP <br />41 <br />DIESEL <br /> WHERE INDICATED <br />SUMP DBL WALL, <br />HYDROSTATIC SENSOR 90 <br />2" FLEX CONNECTOR <br />44 <br />PENETRATION BOOTS <br />BRINE FILL PORT <br />BRINE TEST PORT <br />91 <br />48 <br />12 <br />2 <br />SCALE:6" = 1'-0" <br />FUEL WARNING SIGN <br />NOTE: <br />SEE CIVIL PLANS FOR6"3"CL <br />#4 REBAR AT 18 O.C. <br />EACH WAY (TYPICAL)12"BASE ROCK, CLASS II <br />SCALE:1"=1'-0" <br />AUTO DRIVE SLAB DETAIL <br />AGGREGATE BASE <br />SPECIFIC APPLICATION6" MINNOTE: <br />SEE SITE PLAN FOR8"4"CL <br />#4 REBAR AT 18" O.C. <br />EACH WAY (TYPICAL)6"BASE ROCK, CLASS II <br />SCALE:1"=1'-0" <br />TANK SLAB DETAIL <br />AGGREGATE BASE <br />SPECIFIC APPLICATION <br />4 <br />SCALE:1/2" =1'-0" <br />DISPENSER ACCESSIBILITY - HELIX 5000 SERIES <br />DISPENSER NOZZLE, TYP <br />HOSE BREAKAWAY <br />WHIP HOSE <br />HOSE <br />DISPLAY SCREEN <br />ELECTRONIC PAYMENT <br />READER & RECEIPT <br />DISPENSER <br />SPEAKER <br />15"MIN.48" MAXIMUMACCESSIBLEREACH RANGEKEYPAD <br />DISPENSER NOTES: <br />1.DISPENSERS SHOWN HAVE A TOP HOSE MOUNT. <br />2.MAXIMUM HEIGHT OF OPERABLE CONTROLS LOCATED ON FREE STANDING PEDESTAL IS 48" FOR A 10" MAX. REACH DEPTH. <br />3.PER CBC 11B-309.4, GAS PUMP NOZZLES SHALL NOT BE REQUIRED TO PROVIDE OPERABLE PARTS THAT HAVE AN <br />ACTIVATING FORCE OF 5 POUNDS (22.2 N) MAXIMUM.35. 9"PRODUCTSELECTIONBUTTONS℄DISPENSER ANCHOR BOLT (TYP. OF <br />FOUR, TWO ON EACH SIDE) INSTALL PER <br />MANUFACTURES SPECIFICATIONS <br />FINISH DRIVE SLAB <br />SEE SITE PLAN <br />UNDER DISPENSER <br />CONTAINMENT SUMP, <br />SEE DETAIL 18/FS3.1 <br />88.88 88.8888.8888.88 <br />88888.88 <br />00088.88 <br />Sale $ <br />Gallon <br />PRODUCT GRADE/START <br />BUTTONS <br />SALES DISPLAY <br />TOP VALANCE <br />1" RAISEDCONCRETEFLARE10" <br />MAX. <br />6 <br />6 <br />6 <br />O M I T <br />DETAIL HAS BEEN SUPERCEDED BY DETAIL 18 / FS3.1 <br />O M I T <br />DETAIL HAS BEEN SUPERCEDED BY DETAIL 18 / FS3.1 <br />O M I T <br />DETAIL HAS BEEN SUPERCEDED BY DETAIL 18 / FS3.1 <br />O M I T <br />DETAIL HAS BEEN SUPERCEDED BY DETAIL 18 / FS3.1 <br />O M I T <br />DETAIL HAS BEEN SUPERCEDED BY DETAIL 18 / FS3.1 <br />O M I T <br />DETAIL HAS BEEN SUPERCEDED BY DETAIL 18 / FS3.1