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CLIENT: <br /> 4" FILL ADAPTER AND CAP IN SPILL 37 38 �p <br /> CONTAINMENT FILL BOX (TYP.) <br /> FILL SPILL CONTAINMENT ASSEMBLY W/ 50 <br /> (1) 5 GALLON SPILL BUCKET CARB 4" MIN. TO <br /> STAGE I EVR COMPLIANT PER VR-102 10 TOP OF SPILL RUBBER CAP <br /> BUCKET 5 GALLON SPILL CONTAINER. <br /> 18" <br /> (INLINE DRAIN ON FILL BUCKET ONLY) <br /> WATERTIGHT SUMP SHIELD 34 (TYP.) 1 2 3 4 14 SLAB(TYP)CONCRETE <br /> BOOT AND CLAMPS I <br /> " a (TAPE a <br /> p r 1qv . a <br /> DEPTH 6" g <br /> MIN. 12° cn <br /> o - ------- --- <br /> MINI <br /> -MINI HYDROSTATIC 21 MAX.) <br /> SUMP SENSOR " P " —" <br /> ER <br /> `6" WIDE DETECTABLE UNDGROUND <br /> PEA GRAVEL BACKFILL (NP.) g _ MARKING TAPE <br /> 2-IN-1 SENSOR BOX 17 © j EMPIRE MAGNATEC #32-143 DOUBLE WALL SUMP <br /> WALL <br /> JUNCTION BOX 188 22 4" GALV. STEEL RISERS 2" FIBERGLASS D.W. RIGID SUMP ARCO <br /> SEE STATIC GROUNDING DETAILS g <br /> ON SHEET G.0.7.2 (TYP.) PENETRATION FITTING <br /> NIPPLE 4 <br /> #4 STRANDED BARE CU CONTRACTOR TO INSTALL CLEVIS 2" FIBERGLASS 16 139 3 BP WEST COAST PRODUCTS,LLC <br /> GROUND WIRE TO OTHER AND COTTER PIN END CAP <br /> -- - <br /> 0 TANK GAUGE ADAPTER <br /> #4 STRANDED BARE CU & CAP <br /> TANKS TYP. <br /> A�s <br /> 04 205 VEEDER ROOT .1 GPH MAGNOSTRICTIVE �-- <br /> GROUND NROD I(TYP) PROBE TANK LEVEL PROBE W/ TLS CAP <br /> & RING. OVERFILL ALARM SET @ 90% <br /> 1" FRP BONDED ENTRY FITTING 8 134 1/4° VACUUM <br /> (TYP.) CAPACITY. USE 2' FLOAT IN INSTALL KIT TUBING 2" INSIDE 3" DOUBLE <br /> 1" MONITORING CONDUIT DRWALL FIBERGLASS <br /> ILL AND TAP CAP m m> <br /> CROSSOVER PIPE FOR <br /> (ROUTED TO INTERSTITUAL 5 187 FOR 1/2" CORD GRIP. VACUUM TUBING O U <br /> /2" WATER-TIGHT <br /> 142 4 3' OVER 2" FIBERGLASS ELECTRICAL CORD (APPLY PIPE SEALANT <br /> 42" DOUBLE WALL POLYGON SUMP CROSSOVER CONTAINS VACUUM GRIPS (RATED FOR AS NEEDED) <br /> BODY (8) FLAT PANELS— j TUBING ONLY TO VAC SENSOR FUEL COMPATIBILITY) GtTj ��0 <br /> ASSEMBLY <br /> ENGEN <br /> --- 139 3 3" D.W. FRP BONDED ENTRY FITTING <br /> CONCENTRIC REDUCER W/ <br /> Q ES P T PLUG 18215 72ND AVENUE SOUTH <br /> KENT, WA 98032 <br /> OVERFILL PROTECTION DROP 41 16 20 EXTRACTOR FITTING 4"x4"x2" (425)251-6222 <br /> TUBE S T AT 95% (TYP.) 02 SUMP MONITOR LIQUID SENSOR (425)251-8782 FAX <br /> MOUNTED IN HOLDER <br /> CIVIL ENGINEERING, LAND PLANNING, <br /> A: SECTION VIEW - FILL IDE SUMP E: VACUUM TUBE AT SUMP ENTRY DETAIL SURVEYING, ENVIRONMENTAL SERVICES <br /> SCALE: 3/4" = 1'-0" (DI SCALE: 3/4" 1'-0" <br /> NO. DATE REVISION DESCRIPTION <br /> = <br /> 77 9-6-16 PERMIT SUBMITTAL <br /> MANWAY JACK SCREW (TYP.) SUMP MONITORING LIQUID 2 12-14-16 PERMIT RESUBMITTAL <br /> 02 <br /> 3" D.W. FRP BONDED ENTRY FITTING & 3 39 8 8„ SENSOR 3 1-31-17 PERMIT RESUBMITTAL <br /> 4"x3" CONCENTRIC REDUCER W/ TEST w w16 2" CAP. DRILL HOLES IN END AND B-16-17 CONSTRUCTION RELEASE <br /> PORT & VACUUM TUBING ROUTED TO Ln N INSTALL GROMMETS FOR TUBING <br /> 4 <br /> VAC SENSOR PASS THROUGHs0 11-14-17 REV. FOR CONSTRUCTION <br /> 0 <br /> 2" INSIDE 3" F.G. VACUUM Qyj <br /> 14 14 3" OVER 2" FIBERGLASS CROSSOVER 7 <br /> MONITORED VENT LINE CONTAINS VACUUM TUBING ONLY TO -- <br /> 11 14 14 ® VAC SENSOR ASSEMBLY s0 <br /> -- <br /> 13913 3" D.W. FRP BONDED ENTRY FITTING Q <br /> 2" BELL X MALE ADAPTER (TYP.) 14 & 4"x3" CONCENTRIC REDUCER W/ Q <br /> TEST PORT & PLUG <br /> 1 <br /> 2"X18" FLEX CONNECTOR 15 74 ; VEEDER ROOT .1 GPH MAGNOSTRICTIVE 0 <br /> _ 04 206 0 PROBE TANK LEVEL PROBE W/ TLS CAP 2 <br /> TANK & RING. OVERFILL ALARM SET @ 90% SEAL: <br /> AND CAP CAPACITY. USE 2" FLOAT IN INSTALL KIT <br /> 4° FILL ADAPTER <br /> CONTAINMENT FILLS BOX 37 38 \ j �O e\ypfESS10Nq��y <br /> ALL MANHOLE ACCESS COVERS TO BELOW GRADE <br /> SHALL BE LIQUID TIGHT AND LOCKABLE HAL P. GRUBS <br /> 42" DIA. MULTI-PORT SINGLE DUAL POINT -' 4 � <br /> 30 <br /> FILL SPILL CONTAINMENT ASSEMBLY W/ (1) <br /> 5 GALLON SPILL BUCKET <br /> er i <br /> DIAMOND PLATE 42" DIA. BRINE MONITORED DOUBLE WALL ® - NOTES qZF c0��\ <br /> CONTAINMENT SUMP (TYP.) C <br /> OF AI_\F 1 <br /> OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN <br /> NOTE: <br /> CONNECTION TO STAGE II VAPOR RECOVERY O2 FIBER REINFORCEMENT TO BE USED. PRE—MIX UNIFORMLY THROUGHOUT CONCRETE. z <br /> NOT REQUIRED ON DIESEL TANK <br /> B: PLAN VIEW - FILL SIDE SUMP . <br /> O3 REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. z <br /> SCALE: 3/4" = T'—O" (DIESEL TANK) <br /> OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4-#3 REBAR 60" IN LENGTH. o <br /> PLACE REBAR 6" FROM SIDES OF BOX. <br /> rn <br /> OONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK, FOR STANDARD <br /> MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, PLLD, VAC SENSORS & TANK DEVELOPMENT INFORMATION: v <br /> GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE n <br /> SEAL-OFFS IN BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY ARCO NTI <br /> SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE WIRING FOR a_ <br /> SENSORS. LAST TWO FEET TO SUMPS SHALL BE PVC COATED RIGID. MODIFIED M <br /> OPEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND 3000 am/pm <br /> OWNER'S FIELD REPRESENTATIVE. w/ 26'x65' CAR WASH o <br /> PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED PEA FUEL CANOPY w/ 8 MPDIS <br /> O7 GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER <br /> DEBRIS. SITE ADDRESS: <br /> OALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. OFFLINE INSTALLATION TRINITY PARKWAY <br /> SHALL BE BE PERMITTED WHEN USING FLEXIBLE ENTRY BOOTS <br /> @ SCOTT CREEK DRIVE o <br /> O9 REAM ALL RISERS FOR FULL PIPE BORE IF REQUIRED. STOCKTON,CA <br /> INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. COVERS SHALL BE <br /> 10 PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. FACILITY # TBD <br /> OSECONDARY CONTAINMENT IS REQUIRED FOR ALL VENT AND STAGE II VAPOR RECOVERY <br /> 1 1 <br /> PIPING. DESIGNED BY: ALLIANCE Z&DM: rj <br /> _ <br /> CHECKED BY: BP REPM: � <br /> 12 COAT ALL BURIED GALVANIZED STEEL WITH COAL TAR EPDXY. <br /> DRAWN BY: AwancE PM: <br /> LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II PIPING VERSION: PROCT N0 <br /> 13 DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS, AND 16700 <br /> CONTINUES 3" TO OTHER TANKS, <br /> <GCONCRETE SHALL BE THICKENED AT THE THE FILL SUMPS DOWN TO BELOW THE TOP DRAWING TITLE: <br /> > OF CONTAINMENT OF THE DOUBLE WALL SUMP AS REQUIRED. DIMENSION OF SLAB DIESEL FILL SUMP Y <br /> THICKNESS VARIES WITH SITE CONDITIONS. o <br /> NOTE: CONTRACTOR TO USE ADDITIONAL INSTALLATION DETAILS <br /> CROSSING FLEX CONNECTORS MUST MAINTAIN A MINIMUM OF 2 INCH CLEARANCE OR GALVANIZED FITTINGS AS REQUIRED TO <br /> 15 THE USE OF AN ANTI CHAFING DEVICE MUST BE INSTALLED. MINIMIZE BENDS IN FLEXIBLE CONNECTORS (DOUBLE WALL VENT) <br /> 0 <br /> OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF SHEET NO: <br /> OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN E <br /> ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. XX NOTE: INDICATES ITEMS FOUND <br /> 16 <br /> ON MATERIALS LIST SHEETS <br /> AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT M.5.3.01 & M.5.3.02 <br /> ,5 5,�. J <br /> 5 AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND 1 0 <br /> VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90% LEVEL. M8 <br /> o <br /> n <br /> cL <br /> LL <br />