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NOTE: INDICATES ITEMS FOUND ON NOTE- A4 NOTES: UST ANCHORING bp
<br /> MATERIALS LIST SHEETS FM-1 & FM-2 DEFLECTION MEASUREMENT BEFORE &AFTER 1 WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE
<br /> TANK INSTALLATION SHALL BE ACCORDING TO WORKMEN SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH
<br /> MANUFACTURIER'S REQUIREMENTS AND SHALL BE OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA
<br /> WITHIN MANUFACTURER'S TOLERANCES. ALL STAN DARDS-EXCAVATI ONS: FINAL RULE OCTOBER 1, 1989. HARD HATS SHALL BE
<br /> 8" THICK, 4000 PSI. FIBER INFORMATION SHALL BE COMPLETED AS PER THE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK
<br /> 3 REINFORCED CONCRETE SLAB MANUFACTURER'S WARRANTY DOCUMENTATION. IS PROGRESSING.
<br /> SEE SHEET FS-1 FOR SPECS. 2. TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS
<br /> ASPHALT & STONE AS SPECIFIED EXTEND CONTINUOUS ASPHALT AND STONE PER REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE.
<br /> BY PROJECT SPECIFICATIONS FILTER FABRIC TO SLAB PROJECT SPECIFICATIONS 3. INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION
<br /> INSTRUCTIONS.
<br /> 4. DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIA. 30,000 GAL.
<br /> TAN K ARE 18"x8-3/4"xl 81, QTY- (4), 10' D IA. 32,000 GAL TAN K ARE 18"X8-3/4"X1 81,
<br /> 5. TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN. 12" GREATER THAN
<br /> OVERALL LENGTH OF TANK.
<br /> 14 6. EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br /> 7. HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, & 20,000 GALLON
<br /> NOTE: SLOPE SIDES OF TANK TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER.
<br /> HOLE (USE OF SLOPING MUST 8. LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> BE RECEIVE PRIOR APPROVAL 9. FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH
<br /> ON INDIVIDUAL SITE BASIC THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180'
<br /> 15 15 16 FILTER FABRIC FROM EACH OTHER.
<br /> FROM "BIP") OR USE SHORING A \ A 10. ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY ARCO
<br /> FOR ALL TANK EXCAVATIONS 2' MIN.1 10'-4" 3' 10'4" 2' MIN.
<br /> IN ACCORDANCE WITH OSHA 8'-4" 3RD LIFT OF PEA GRAVEL TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. BP WEST COAST PRODUCTS,LLC
<br /> 1926 SUBPART P, OSHA MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE
<br /> STANDARDS - EXCAVATION 3; �o TO TOP OF TANK NO TANK DEFLECTION.
<br /> FINAL RULE OCTOBER 1, 1989 7 8 13 /X 11. WIRE ROPE MINIMUM DIAMETER 1/2".
<br /> 12. TURNBUCKLES: HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4" DIAMETER, EYE
<br /> TYPE - 3/4" DIAMETER
<br /> 12 13. COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS
<br /> X WITH PITCHMASTIC.
<br /> 12" 2ND LIFT OF PEA GRAVEL 14. INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT.
<br /> 9 13
<br /> 12" 1ST LIFT OF PEA GRAVEL FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS)
<br /> 2 3 4 /%5 /5\/l 12" BED 16. FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE
<br /> AAA
<br /> 18" VMIN. OF HOLE WITH nIRE, ETC. SEAMS MUST BE LAPPED VMINIMUM.
<br /> 4'-0" MAX TYP. NO. DATE REVISION DESCRIPTION
<br /> 1'-0" MIN. PEA GRAVEL INSTALLED OVER 1/30/2024 INITIAL ISSUE
<br /> FILTER FABRIC ON BOTTOM & SIDES 16 7 COMPACTED SOIL. IN WET HOLE INSTALLATIONS,
<br /> OF TANK HOLE (WET HOLE ONLY) INCREASE TO 18" MINIMUM PER MANUFACTURIER'S 2/7/2024 ISSUE FOR PERMIT
<br /> RECOMMENDED INSTALLATION GUIDELINES. A 2/27/2024 REVISED PER C.E.H.COMMENTS
<br /> Z�
<br /> A
<br /> �s
<br /> SEAL
<br /> *NOTE: NOTE: CONTRACTOR TO USE ADDITIONAL
<br /> CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER GALVANIZED FITTINGS AS REQUIRED TO MINIMIZE
<br /> INSTALLATION & PREPARATION PER MANUFACTURERS BENDS IN FLEXIBLE CONNECTORS
<br /> INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC
<br /> TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. NOTE:
<br /> SUMPS MUST BE ORIENTED SUCH THAT THE FACE OF THE INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS FM-1 &
<br /> SUMP PANEL IS PARALLEL WITH ADJACENT TANK SUMP PANEL FM-2
<br /> IN ORDER TO ACHIEVE THE 45' ANGLES REQUIRED TO ROUTE CONFIDENTIALITY STATEMENT:
<br /> NOTES: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS T AT
<br /> THE PIPING WHILE MAINTAINING THE DESIRED COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT
<br /> 1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER THE ATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS
<br /> PERPENDICULAR ANGLE INTO THE SUMP. MINI HYDROSTATIC INFOMRMATION OF Bp ACCORDINGLY,THE RECIPIENT AGREES TO
<br /> 217 12" RUN. RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NO
<br /> SENSOR TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND
<br /> 2. FIBER REINFORCEMENT TO BE USED. PRE-MIX UNIFORMLY FU THEIR AGREES NOT TO MAKE COPIES OF THE MATERIALS.THE
<br /> CONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT 34" LID O.D. RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED
<br /> A, THROUGHOUT CONCRETE. P RPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE,AN
<br /> CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC I RUCIPIENT AGREES TO RETURN ALL MATERIALS TO SIP EITHER UPON
<br /> 3. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST
<br /> FIBERGLASS PIPING, 2" NOMINAL, BONDED TO SUMP ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING THAN 4" FROM SURFACE. OF BP,WHICHEVER COMES FIRST.
<br /> 2 WIRE REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS. ALL FACTORY SUPPLIED PIPE AND TANK DESIGN DISCLAIMER:
<br /> SUMP OR UDC INNER WALL USING GASOLINE SHIELDED 32-3/4" NECK O.D. 4. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4-43 BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR
<br /> PET OLEUM STORAGE AND DISPENSING ARE COMPLIANT WITH ALL
<br /> MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE SUMP RESERVOIR REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE APPLIED IN
<br /> COMPATIBLE EPDXY RESIN. BOTTOM OF PIPE TO CABLE WITH 15% MTBE (METHYL TERTIARY-BUTYL ETHER), OR GASOLINE THE FUTURE.NOR DOES BP WARRANT THAT A FUELING STORAGE
<br /> BE IN CONTACT WITH LOWEST PART OF SUMP 5. ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH AND D LIVERY SYSTEM CONSTRUCTED IN CONFORMITY WITH THES
<br /> WITH 10% ETOH (ETHANOL). FIBERGLASS AND RESIN MUST PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY
<br /> OR UDC. TANK. FOR STANDARD MONITORING DEVICES, LOOP STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION
<br /> EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE
<br /> 3 CONTAINMENT SUMP SENSORS, PLLD, VAC SENSORS & TANK WHETHER THESE PLANS ARE TRULY SUFFICIENT FOR
<br /> C
<br /> SUMP MONITOR LIQUID GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND STATION.
<br /> 202 SENSOR INSIDE HOLDER HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & PRIOR DEVELOPMENT INFORMATION
<br /> CONTRACTOR TO BOND UNISTRUT CHANNEL TO TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY
<br /> HOLDER TO ALLOW FIBERGLASS PIPE TO CLEAR SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY
<br /> SUMP COLLAR "LIP". CONTRACTOR TO USE LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT LINDERGROUNDSTORAGE
<br /> GASOLINE-COMPATIBLE EPDXY TO BOND APEX OF TANK PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED TANKSTANDARDS,
<br /> SPACER TO SUMP AND PIPE. CONTRACTOR MAY I-o' 30" I.D. CONDUIT ONLY. ELEMENT TP01
<br /> USE UNISTRUT, FIBERGLASS PIPE, OR ANY 6. PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED
<br /> OTHER EQUIVALENT MATERIAL THAT CAN SLIP ON RISER BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. V-15.0 2023 SERIES
<br /> WITHSTAND ENVIRONMENT OF SUMP. __J ROUND BODY 7. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A
<br /> FIELD SEALED JOINT. EXTENSION 6" COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE
<br /> (ADHESIVE SUPPLIED W/ KIT) -77 SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS.
<br /> TURBINE SIDE SUMP SENSORS TO BE MOUNTED 48" I.D. 8. ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. SITE ADDRESS,
<br /> BELOW APEX OF TANK, AT BOTTOM OF SUMP AT FIBERGLASS OFFLINE INSTALLATION NOT PERMITTED.
<br /> 0
<br /> SIDE OF TANK WHERE PRODUCT PENETRATIONS TANK 9. REAM ALL RISERS FOR FULL PIPE BORE IF REQUIRED. 4607 S. AIRPORT WAY
<br /> INTO SUMP ARE MADE AND BELOW LOWEST 10. INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT
<br /> PENETRATION FITTING WITHIN SUMP AREA. FIBERGLASS SUMP MANHOLES. COVERS SHALL BE PRIMED AND PAINTED STOCKTON, CA 95206
<br /> PRODUCT PIPING TO DISPENSERS, PRODUCT INSIDE TANK ACCORDING TO SPECIFICATIONS.
<br /> PIPING CROSS CONNECTION BETWEEN SUMPS COLLAR LIP 11. SECONDARY CONTAINMENT IS REQUIRED FOR ALL VENT AND
<br /> AND SIPHON PIPING PENETRATIONS ARE UNISTRUT 1. SENSOR HOLDER STAGE 11 VAPOR RECOVERY PIPING, EXCEPT DEF VENT PIPING.
<br /> DESIGNED TO ENTER THE SAME SIDE OF THE CHANNEL BONDEDTO 3/8"X1/4" SS 12. NOT USED. DESIGNED BY: AAK ALLIANCE Z&DM:
<br /> SUMP AS SHOWN. IF PRODUCT PENETRATION UNISTRUT CHANNEL BUSHING 13. LAYOUT TANKS & STAGE 11 VAPOR RECOVERY PIPING SUCH CHECKED BY: BP REPM
<br /> INSTALLED AT COLLAR BONDED 00 THAT THE STAGE 11 PIPING DRAINS & ENTERS INTO REGULAR
<br /> ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD -1
<br /> CN UNLEADED TANK FIRST W/3" CONNECTIONS, AND CONTINUES DRAWN BY: ALLIANCE PM:
<br /> CONDITIONS, THEN DUAL SENSORS AT TURBINE 2. SENSOR HOLDER FACTORY TO TANK TAF
<br /> SUMP WILL BE REQUIRED TO BE INSTALLED. 3" TO OTHER TANKS. VERSION PROJECT NO,
<br /> AND UNISTRUT FACTORY LAY-UP 14. CONCRETE SHALL BE THICKENED AT THE THE FILL SUMPS
<br /> CA-4795
<br /> CHANNELBONDED DOWN TO BELOW THE TOP OF CONTAINMENT OF THE DOUBLE
<br /> TO SUMP WALL. DO
<br /> 1 7- 1 1 WALL SUMP AS REQUIRED. DIMENSION OF SLAB THICKNESS DRAWING TITLE
<br /> NOT PENETRATE JOINT DETAILS
<br /> ==F VARIES WITH SITE CONDITIONS.
<br /> SUMP!
<br /> CD 15. CROSSING FLEX CONNECTORS MUST MAINTAIN A MINIMUM OF UST ANCHORING
<br /> 2 INCH CLEARANCE OR THE USE OF AN ANTI CHAFING DEVICE AND SUMP DETAILS
<br /> MUST BE INSTALLED.
<br /> 16. OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS
<br /> ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE
<br /> FLAPPER VALVE SET AT 95% AND IS IN ACCORDANCE WITH SHEET NO:
<br /> 48" DIA. POLYGON SUMP BODY 1/4" DRAIN/TEST BUSHING. FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br /> (8-20"X19" FLAT PANELS) FACTORY INSTALLED REQUIREMENTS.
<br /> sc ������NSO�R HOLD.ER .
<br /> DOUBLE WALL TURBINE SUMP RISER AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO
<br /> cSCALE: 1" = V-10" THE VEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM. THE FT� 3
<br /> MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL
<br /> ALARM WHEN THE TANK(S)ARE FILLED TO THE 90% LEVEL.
<br />
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