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NOTE: INDICATES ITEMS FOUND ON bp MATERIALS LIST SHEETS FM-1 & FM-2 NOTES: UST INSTALLATION MANUFACTURER SUPPLIED 14 TANK LIFTING 42" DIA. FILL SUMP 1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. 18'x8-3/4"x8' DEAD MAN (TYP. OF 6) LUGS (TYP.) 2. FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. 3. REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4" FROM EINFOR 48" DIA. TURBINE SUMP LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. 22" DIA. MANWAY 5. SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP MONITOR 42" DIA FILL SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL CONDUIT RISER 15 PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY.ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR STANDARD ARCO MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, PLLD, VAC b ci r, — 00\ SENSORS &TANK GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND BP WEST COAST PRODUCTS,LLC T HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & PRIOR TO LEAVING ..0 VAPOR HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. VAP' ®RECOVERY RISER CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL ANCHOR STRAP TANK GAUGE LOCATION CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT FILL RISER 14 LOCATION (TYP.) ONLY. STRAP CHANNEL 6. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN/," & THROUGH SUMP MAX OF,/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. 7. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD BRINE RESERVOIR AND TANK GAUGE FILL RISER DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. INTERSTITIAL MONITOR LOCATION VAPOR RECOVERY 8. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS RISER WHERE MEETING CONCRETE. NO. DATE REVISION DESCRIPTION 3 9. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF 55'-V4" PRODUCT LINES (1 OR 2 PER UST SUMP). 1/30/2024 INITIAL ISSUE 10. TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR 2/7/2024 ISSUE FOR PERMIT SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. 11. TANK ANCHORING, CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S 3/26/2024 REVISED PER C.E.H.COMMENTS REPRESENTATIVE. 12. OVERFLOW PROTECTION: LIST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN A6 5/3/2024 REVISED PER C.E.H.COMMENTS ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR LIST OVERFILL REQUIREMENTS. ZL 13. AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT ZL AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S)ARE FILLED TO THE 90% LEVEL. UNDERGROUND 24,000/6,000 SPLIT GAL TANK PLAN VIEW SEAL: SCALE: 1/4" l'-O" A B A B T-4 T-4 T-3 T-3 THE RECIPIENT OF THESE MATERIALS UND.ERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS 8"THICK, 4000 PSI FIBER INFORMATION OF Bp ACCORDINGLY,THE RECIPIENT AGREES TO E rA YBN��A �B RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NO REINFORCED CONCRETE TANK 2 3 TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND T-5 T-5 T-5 T-3 T-3 T-4 T-4 T-3 T-3 FT-5.lFT-5.1 T-3 T-3 FU THEIR AGREES NOT TO MAKE COPIES OF THE MATERIALS.THE SLAB, SEE SHEET FS-1 FOR SPECS RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PU RPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE,AN RECIPIENT AGREES TO RETURN A L MATERIALS TO BP EITHER U TANK LEVEL GAUGE W/4" FLOAT KIT. COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUE 3 4 13 1 OVERFILL ALARM AT 90% CAPACITY 12 13 13 12 13 10 11 TYP. OF BP,WHICHEVER COMES FIRST. PIPE AND TANK DESIGN DISCLAIMER: BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR PET OLEUM STORAGE AND DISPENSING ARE COMPLIANT ITH ALL LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE APPLIED IN 6 THE FUTURE.NOR DOES BP WARRANT THAT A FUELING STO RAGE AN D D LIVERY SYSTEM CONSTRUCTED IN CONFORMITY WITH THES 6 PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE WHETHER THESE PLANS ARE TRULY SUFFICIENT FOR CONSTRUCTING THE STORAGE AND DELIVERY SYSTEM AT YOUR ;__�18)9 J-BOX D F— DEVELOPMENT INFORMATION: 1 COND. LOOP TO SUMP 187 a- uJ 6 I 1::�1::� 1111 UNDERGROUNDSTORAGE 4" FRP RISER TO GRADE 11 � 'ii --Odt2m C? Z) TANKSTANDARDS HOME RUN TO BUILDING rn 00 ELEMENT TP01 DUAL FLOAT HYDROSTATIC 203 V-15.0 2023 SERIES MONITORING SENSOR NOTE: SLOPE SIDES OF TANK HOLE (USE OF SLOPING MUST BE RECEIVE PRIOR - -—-—- 01 1 I=muum!=00: APPROVAL ON INDIVIDUAL SITE BASIC u) FROM "BP") OR USE SHORING FOR ALL OVERFILL PROTECTION TT TANK EXCAVATIONS IN ACCORDANCE DROP SET AT 95% TANK LEVEL GAUGE W/4" FLOAT KIT. 15 WITH OSHA 1926 SUBPART P, OSHA (TYP.) OVERFILL ALARM AT 90% CAPACITY 6 c:) STANDARDS EXCAVATIONS; FINAL RULE 6K PRE STOCKTON, CA 95206 6 OCTOBER 1, 1989 4K R`EGULAR A 1�1. DESIGNED BY: ALLIANCE Z&DM: Y' AAK 4'-0" MAX. ONLY IF 2" MIN. 5-1/2" MAX. 511 /' CONDITIONS PERMIT — U CHECKED BY: BP REPM: T_ C�T )<:�T)c�?T )C�5T)c�?T DRAWN BY: ALLIANCE PM: TAF '�XM��0/K Z'�</ CA-4795 7 INSTALLED OVER BACKFILL WITH PEA GRAVEL COMPACTED SOIL log TRAPPER SCREEN (TYP.) DRAWING TITLE: PER TANK MANUFACTURER 7 2' MIN. 55-9 3/4" 2' MIN. �10) SPECIFICATIONS. (TYP.) __'w_ (�� "0 11- i.. 111.i 24,000/6,000 GALLON "'Iv END OF TANK STEEL STRIKER PLATE TYP. UNDER ALL UST INSTALLATION OPENINGS W/ MANWAYS ON FIBERGLASS TANK (BY TANK MANUFACTURER) SHEET NO: UNDERGROUND 24,000/6,000 SPLIT GAL TANK - ELEVATION VIEW BSCALE: 1/4" = l'-O"