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MANUFACTURER SUPPLIED 14 OPTIONAL MANUFACTURER 1 CLIENT- 14$-9"18"x8"x14' DEADMAN 14'-9" 9'-3" (TYP. OF 4) SUPPLIED 18"x8"x18' DEADMAN 4 OF TANK (TYP. OF 2) ® NOTES: UST INSTALLATION NORCAL CAJUN FOODS INC O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. 2190 MERIDIAN PARK BLVD, STE G CONCORD, CA 94520 OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT PH:(925)446-6806 2 CONCRETE. OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN " LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. FUEL CONSULTANT: REF. REF. 18 SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT 25 000 GALLON CAPACITY Cn C/) w O5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL C CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT J t= w ONLY. 22" DIA. TANK LIFTING LUGS azo ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. —' MANWAY (TYP.) ;000��' BRINE RESERVOIR FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP AND INTERSTITIAL SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL MONITOR O SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN 0 0 ° ° BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO - 00 ° ° INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN o °11 ❑ ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS 0 0 00 /o MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. ° ° 0_1° ° ANCHOR STRAP \ LO ATION (TYP.) 14 USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN Y„ TANK WEIGHT0 & MAX OF %” IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD 0 12,250 LBS DRY REPRESENTATIVE, 48" DIA TURBINE SUM 42" DIA. FILL 17 100 LBS W/BRINE O8 NOT USED. SUMP K12 Architects, Inc 3090 Fite Circle,#104 NOT USED, Sacramento,CA 95827 TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST PH:(916)455-6500 FAX:(916)455-8100 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. 10" TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR 1'-8" 1'-8" 1 SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK 16-1/2" INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. BP MASTER DRAWING RELEASE NUMBER TYP. 14 TANK ANCHORING DEADMAN 4kC REQUIRED. Q COXX V-13.0 I JUNE 10, 2016 5-11 1/2" 4'-7 1/2" 5'-11" 3'-0 1/2" 6'-10 1/2" 3'-0 1/2" 5'-6" 6'-2" 4'-10 1/2" No. DATE REVISION DESCRIPTION OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF 0 5/16/19 PLAN CHECK COMMENTS 46' OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN 15 ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL2Q 8/21/19 PLAN CHECK COMMENTS REQUIREMENTS. 3Q 5/31/20 FUEL PLAN CHECK COMMENTS UNDERGROUND TANK PLAN VIEW AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT 0 12/27/22 FUEL PLAN CHECK COMMENTS AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90% Q 1/x/23 FUEL PLAN CHECK COMMENTS SCALE: 1/2" = 1 '-0" 1 LEVEL. NOTE• 6Q 6/10/23 FUEL PLAN CHECK COMMENTS XX INDICATES ITEMS FOUND ON MATERIALS LIST SHEET FS2.0 and FS2.17Q 7/3/23 FUEL PLAN CHECK COMMENTS ® gQ 8/2/23 FUEL PLAN CHECK COMMENTS D E F Qo FS4.2 FS4.2 FS4.2 1 1 A B G H FOR SINGLE IST & SINGLE UST 7" THICK CONCRETE SLAB FOR OPW FILLS ® SEAL: FS4.1 FS4.1 FS4.1 FS4.1 (2512 CONFIGURATION) (TYP.) 2 3 SSD G NOTE: ASPHALT AND STONE PER TYP. C PROJECT SPECIFICATIONS ( ) 34 (TYP') 1 FS4.2 CHOSE APPLICABLE DRAWINGS FOR 10 11 FS4.3 CONFIGURATION 10 11 (TYP.) -1 729 (TYP.) NOV., 2019 ; AL �F..CA. �FO 6" WIDE DETECTABLE UNDERGROUND MARKING 3" PEA GRAVEL MIN. TO C� °� PREVENT LOAD TRANSFER 7 °° �° 189 J-BOX TAPE BURIED 6"-12" BELOW TO TOP OF TANK 2 INSIDE 3 DOUBLE TWO VACUUM LINES, ONE ;« , FINISHED GRADE: EMPIRE I WALL FRP VACUUM FOR THE VENT PIPING MAGNATEC #31-143 CROSSOVER TO FILL AND ONE FOR THE I 18 1" COND. .o- 0 1" FRP BONDED 24 SUMP FOR VENT & VAPOR PIPING.(NOT LOOP TO SUMP - r ENTRY FITTING VAPOR CONTINUOUS SHOWN IN THIS VIEW. DUAL FLOAT �� I � x MONITORING ) HYDROSTATIC' % 166 4 FRP RISER 1 m (TYP.) I I \ TO GRADE MONITORING SENSOR 6 � � 5 HOME RUN TO z_ 6 I BUILDING O 2" INSIDE 3"DOUBLE WALL HYDROSTATIC ARCO PRODUCT LINE RESERVOIR AM/PM 0 2" INSIDE 3" DOUBLE 1" FRP BONDED124 6 \ WALL FRP VACUUM _ _ ENTRY FITTINGO z cn SUMPTO OS FOER VENTFI&L \ � VAPOR C( NTIN US \\ CO Q SLOPE SIDES OF TANK HOLE OR M NIT RI 10 0) USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, OSHA XTRA OR FITTIN(, 19 " Cn N STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989 I I I I " o SITE ADDRESS- CD ANK L L GAUGE W/ _ Q)`'`p 'p• F OATKI OVE IL 15 0 0 I OV RFILL R ECTI OP II E BACKFILL WITH PEAGRAVE I LAR A 9 CA CI 1 41 UBE ET T 95 ( P.) II PER TANK MANUFACTURE II WEST EIGHT MILE ROAD& THRONTON ROAD SPECIFICATIONS. (TYP.) STOCKTON, CA 95209 0 DESIGNED BY KW ALLIANCE Z&D . CHECI0 BY: KW BP REP : n N XDRAO 12"x12"x11GA STEEL STRIKER PLATES TYP. / z x24"x11GA STEEL STRIKER PLATES TYP. a \� NDER ALL OPENINGS W/ MANWAYS ON I UNDER ALL OPENINGS W/0 MANWAYA ON ymslABY SV � � 2,> 0 z " FIBERGLASS TANK (BY TANK MANF.) ��, N z FIBERGLASS TANK (B TANK M N .) V-13.0 PROJECTNo- o a « 03/14/2018 0 18-003 � � C) Ld DRA G TITLE: o LL_ a- TYPICAL 25,000 GALLON \ 0 1'-0" MIN. PEA GRAVEL a b b b b DOUBLE WALL FIBERGLASS TANK , , , , o INSTALLATION DETAILS 7 INSTALLED OVER a .�• w w a a a a a a w b �.�. O N V COMPACTED SOIL TANK SHALL BE SET DEAD LEVEL'.. =.f ",�b u SHEET- NO. Q 1 END OF TANK NATIVE VIRGIN END OF TANK 2' MIN. SOIL TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN00' . 00' o A: UNDERGROUND TANK SECTION DETAIL SCALE: 1/2" = 1 '-0"