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<br />NEW 2"0 GOUBLE-WALL /
<br />! FIBERGLASS PRODUCT PIPING
<br />(SLOPE 1/.1" PER FOOT MIN.
<br />! UPWARD FROM TANK)
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<br />[2) NEW 2 D SINGLE–WALL
<br />GALVANIZED VENT RISERS
<br />!(CONNECT TO NEW RESP. VENT
<br />LINES, SECURE TO NEW VENT
<br />!STAND & EXTEND 12'-0" MIN.
<br />ABOVE FINISHED YARD GRADE.
<br />CONSTRUCT REDWOOD VENT
<br />ENCLOSURE PER DETAILS).
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<br />0 5 10 15
<br />_ w GRAPHIC SCALE
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<br />NEW 6" RE–INFORCED
<br />NEW MULTI–PRODUCT GASOLINE CONCRETE DRIVE–SLAB
<br />DISPENSER w/ CARD READERS,
<br />BLENDERS, SINGLE HOSE EACH EXISTING CANOPY
<br />SIDE, & VAPOR VAC NOZZLES.
<br />(TYPICAL OF 4 DISPENSERS) TO REMAIN
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<br />\/ 8 - EXIS7INI
<br />4 O REM
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<br />NEW 5
<br />n + DOGBO
<br />4 (TYPICA
<br />INEW 3"0 VAPOR RECOVERY
<br />PIPING (SLOPE 1/4" PER FOOT
<br />MIN. UPWARD FROM TANK)�(I{
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<br />! 3"0 VAPOR RECOVERY—
<br />MANIFOLD
<br />— — — ;— —
<br />NEW 26'-0" CONCRETE
<br />TANK SLAB
<br />448, S71° 1L'),
<br />NEW 3" x 2" REDUCER
<br />(FITTING (TYPICAL) SEE
<br />[DETAIL THIS PAGE
<br />T
<br />(NEW 2"0VAPOR RECOVERY(PIPING (SLOPE 1/4" PER FTIMIN. UPWARD FROM TANK)
<br />(2) INEW 15,000 GALLON 1
<br />UNDIERGROUND "XERXES"
<br />DOUIBLE–WALL FIBERGLASS
<br />STORAGE TANKS (10' DIA.)
<br />w/ IS" RE–INFORCED CONCRETE
<br />_�--(2) NEW 2°0 SINGLE–WALLTANK( SLAB
<br />FIBERGLASS VENT LINES (CONNECT
<br />TO NEW U.G. TANKS & EXTEND
<br />TO VENT RISERS (SLOPE 1/4" PER
<br />FOOT MIN. UPWARD FROM TANK)
<br />r°.
<br />EXISTING VENT RISERS TO
<br />REMAIN, REMOVE ANY RISERS
<br />NO LONGER IN USE. �I
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<br />IG VENT RISER
<br />RAIN IJ
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<br />EXISTING CANOPY
<br />TO REMAIN
<br />EXISTING CANOPY COLUMN
<br />° ° TO REMAIN (TYP. OF 2)
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<br />° a ° NEW 6" RE-INFORCED
<br />CONCRETE DRIVE SLAB
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<br />APPOINTMENTS FOR INSPECTIONS MUST BE MADE AT LEAST 46 HOURS IN ADVANCE
<br />°
<br />THE FOLLOWING:
<br />NEW 5'X 13' CONCRETE'S
<br />°
<br />4
<br />- . I
<br />°4
<br />'DOGBONE" PUMP ISLAND
<br />a
<br />MONITORED USING EITHER PRESSURE OR VACUUM TESTING. (ALL EXTERNAL CONNECTIONS
<br />SHALL BE SOAP TESTED WHILE UNDER PRESSURE).
<br />(TYPICAL OF 2) q
<br />PRESSURE PIPING SHALL BE HYDROSTATICALLY TESTED TO 1507 OR PNEUMATICALLY TESTED
<br />4
<br />TO 1107 OF MAXIMUM ANTICIPATED SYSTEM PRESSURE BUT NOT LESS THAN 5 LBS.
<br />o
<br />C,
<br />ALL LINES OTHER THAN PRESSURE PIPING SHALL BE PRESSURE TESTED AT NOT LESS THAN
<br />° I
<br />3 P.S.I. AND NOT MORE THAN 5 P.S.I. FOR A MINIMUM OF 20 MINUTES AND SOAP TESTED
<br />NEW 6" REINF. CONC. DRIVE SLAB
<br />° e d.° a
<br />D.
<br />CONTAINMENT SUMPS SHALL PASS A 24 HOUR LEAK TEST.
<br />° E
<br />OVERFILL FROTEICTION SHALL BE CAPABLE OF DRAINING LIQUID BACK INTO FUEL TANKS.
<br />F.
<br />MONITORING SYSTEM SHALL PASS A FUNCTIONAL TEST, THE FUNCTIONAL TEST SHALL CONSIST
<br />0
<br />OF THE ACTIVATION OF THE ALARM VIA THE MONITORING PROBES/SENSORS,
<br />MULTI–PRODUCT GASOLINE
<br />-
<br />REQUIREMENTS ARE SATISFIED AND A HARD COPY OF THE PRECISION TEST IS SUBMITTED
<br />/—NEW
<br />DISPENSER w] CARO READERS,
<br />°
<br />APPROVED PRINTSET OF THE EST INSTALLATION SHALL BE KEPT A7 THE JOB SITE AND
<br />_
<br />MUST BE
<br />SHOWN TO THE INSPECTOR UPON REQUEST, IN ADDITION, THE LOCAL FIRE DEPARTMENT SHALL
<br />BLENDERS, SINGLE HOSE EACH
<br />UST INSTALLATION PRIOR TO COMMENCEMENT OF WORK.
<br />IF YOU NEED
<br />FURTHER ASSISTANCE, OR WISH TO SCHEDULE AN APPOINTMENT TO DISCUSS THE PLAN REVIEW
<br />OR FIELD
<br />SIDE & VAPOR VAC NOZZLES.
<br />--
<br />r APPROVALS _
<br />(TYPICAL OF 4 DISPENSERS)
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<br />56' S0' E `7`
<br />7`
<br />:RTY LINE 155e80' N61°
<br />LEGEND
<br />NEW UNDERGROUND 2"N
<br />DOUBLE WAIL FIBERGLASS
<br />PRODUCT LINE (SLOPE 1/4"
<br />PER 12' MIN. UPWARD FROM
<br />TANK)
<br />-. NEW UNDERGROUND FIBERGLASS
<br />VENT/VAPOR LINES 2"0 OR 3"0
<br />(SLOPE 1/4' PER 12" MIN,
<br />UPWARD FROM TANK. PIPING
<br />TO BE 3" AFTER MANIFOLD OF
<br />THE VAPOR RECOVERY LINES.
<br />VR VAPOR RETURN
<br />R REGULAR UNLEADED
<br />p PREMIUM UNLEADED
<br />1 as f NEW CONCRETE
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<br />CIL SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
<br />QI REQUIRED INSPECTIONS
<br />0_
<br />UNDERGROUND PIPING GENERAL NOTE.-_
<br />1. SHELL SERVICE STATION SPECIFICATIONS ARE TO BE FOLLOWED
<br />FOR ALL WORK PERFORMED AT THIS SITE
<br />2. ALL WORK, INCLUDING PLUMBING AND ELECTRICAL, SHALT_ RF
<br />PERFORMED IN ACCORDANCE WITH LOCAL ADOPIED BUILDING
<br />CODES AND SUPPLEMENTARY ORDINANCES, ALL AS DIRECTED BY
<br />COMPANY REPRESENTATIVE.
<br />A CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS AT
<br />THE SITE. NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES
<br />BETWEEN SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS,
<br />PRIOR TO COMMENCING WORK.
<br />4. ALL BACKFILL OF UTILITY TRLNCHES TO L'E CLEAN WASHED SAND.
<br />S.'PIPING. A.O. SMITH RED THREAD 11 DOUBLE-WALL (PRODUCT). '
<br />SINGLE-WALL (VENT/VAPOR),
<br />6. CONTRACTOR SHALL PROVIDE A COMPLETE FUNCTIONING FUEL
<br />DISPENSING SYSTEM MEETING THE LETTER AND INTENT 01' THESE
<br />PLANS AND SPECIFICATIONS.
<br />1. TANKS: 2-15,000 GALLON XERXES UNDERGROUND DOUBLE-
<br />WALL FIBERGLASS TANKS (TANKS 10' DIAMETER)
<br />8. INSTALL 8" REINFORCED CONCRETE SLAB OVER. TANKS. SET MANHOLE
<br />COVERS 1 1/2" ABOVE SLAB. GRADE TO DRAIN.
<br />9. ALL FITIINGS AND OPENING:$ SIIAL.L UE SECONUARII'f CONIAINI1)
<br />PER TANK MANUFACTURERS SPECIFICATIONS.
<br />10. ALL FILL BOXES TO BE 15 GALLONS MINIMUM & WATERTIGHT,
<br />1" ABOVE SURFACF. (TYPICAL FOR PHASE 1 VAPOR RFCnVERY)
<br />11, ALI. MANHOLE COVERS TO TIE WATERTIGHT
<br />!2. INSTALL 2-3/4 H.P. SUB -PUMPS WITH A.P.I. DETECTORS.
<br />13. INSTALL 2-2"0 DOUBLEWALL FIBERGLASS UNDERGROUND PRODUCT
<br />L INFS WITH PRESSURE MONITOR (FOR QUICK SHUT -MOWN). SFT
<br />EQUIPMENT LIST & SPECIFICATIONS FOR COMPLETE EQUIPMENT'
<br />LISTING ATTACH LIQUID PROBE LEAK MONITOR, WIT14 PIPING SUMP
<br />TO TANKS.
<br />14. INSTALL 1-1"0 UNDERGROUND SINGLE-WALL FIBERGLASS VAr( P
<br />RECOVERY LINE, MANIFOLD FROM MULTI -PRODUCT DISPENSERS
<br />TO REGULAR UNLEADED TANK.
<br />15. INSTALL 2-2"0 UNDERGROUND SINGLEWALL FIBERGLASS VENT
<br />LINES (ONE FROM EACH TANK TO VENT RISERS.)
<br />SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS,
<br />16. SLOPE ALL NEW PRODUCT/VAPOR RECOVERY PIPING i/A"
<br />PER FOOT MINIMUM BACK TO TANKS,
<br />11 EXCAVATION FOR TANKS SHALL RE PER OSHA REOUIRMFNIS.
<br />18 PROVIDE DEADMEN & STRAPS' PER DRAWING b TP -8 )
<br />19. PROVIDE TANK SHORING. (NOTE 1QLDIAMETFR TANKS)
<br />20. GENERAL CONTRACTOR SHALL FURNISH & INSTALL DEAITEiAN
<br />HOLD DOWNS FOR ALL TANKS IN ACCORDANCE WADI DETAILS
<br />ON TANK DRAWINGS. IT IS CRITICAL THAT YOU MEET THE CROSS
<br />SECTIONAL DESIGN & REINFORCEMENT REQUIREMENTS. IF YOU
<br />ELECT TO USE PRE -FABRICATED CONCRETE DEADMAN HOLD DOWN
<br />UNITS, SHELL REQUIRES ENGINEERING CALCOI..AHOM5 TO CONFIRM
<br />THAT SYSTEM IS EQUAL TO SHELL'S DESIGN.
<br />21, ALL TESTING REQUIREMENTS (TANKS, LINES, BLOCKAGE TEST,
<br />PRESSURE DECAL, CALIBRATION, ETC.) SHALL BE THE RESPONSIBILITY
<br />OF THE GENERAL CONTRACTOR & INCLUDED IN BASE BID, NO
<br />EXCEPTIONS.
<br />22. JTH-LINE PRESSURE MONITOR NOTT2EQUIREQ
<br />ALL
<br />APPOINTMENTS FOR INSPECTIONS MUST BE MADE AT LEAST 46 HOURS IN ADVANCE
<br />FOR
<br />THE FOLLOWING:
<br />A.
<br />PRIMARY AND SECONDARY TANII SHALL BE TESTED PNEUMATICALLY AT 3-5 P.S.I.
<br />FOR ONE HOUR: ONE-HALF HOUR FOR PRIMARY TANK AND ONE-HALF HOUR FOR
<br />M
<br />SECONDARY TANK. DOUBLE WANED TANKS ARE EXEMPT IF ANNULAR SPACE IS
<br />MONITORED USING EITHER PRESSURE OR VACUUM TESTING. (ALL EXTERNAL CONNECTIONS
<br />SHALL BE SOAP TESTED WHILE UNDER PRESSURE).
<br />B.
<br />PRESSURE PIPING SHALL BE HYDROSTATICALLY TESTED TO 1507 OR PNEUMATICALLY TESTED
<br />TO 1107 OF MAXIMUM ANTICIPATED SYSTEM PRESSURE BUT NOT LESS THAN 5 LBS.
<br />PER SQUARE INCH AT THE HIGHEST POINT OF THE SYSTEM FOR A MINIMUM OF 20 MINUTES.
<br />C,
<br />ALL LINES OTHER THAN PRESSURE PIPING SHALL BE PRESSURE TESTED AT NOT LESS THAN
<br />3 P.S.I. AND NOT MORE THAN 5 P.S.I. FOR A MINIMUM OF 20 MINUTES AND SOAP TESTED
<br />WHITE UNDER PRESSURE,
<br />D.
<br />CONTAINMENT SUMPS SHALL PASS A 24 HOUR LEAK TEST.
<br />° E
<br />OVERFILL FROTEICTION SHALL BE CAPABLE OF DRAINING LIQUID BACK INTO FUEL TANKS.
<br />F.
<br />MONITORING SYSTEM SHALL PASS A FUNCTIONAL TEST, THE FUNCTIONAL TEST SHALL CONSIST
<br />0
<br />OF THE ACTIVATION OF THE ALARM VIA THE MONITORING PROBES/SENSORS,
<br />G.
<br />FINAL INSPECTION AND APPROVAL TO OPERATE WILL BE GRANTED AFTER THE ABOVE
<br />REQUIREMENTS ARE SATISFIED AND A HARD COPY OF THE PRECISION TEST IS SUBMITTED
<br />TO INSPECTOR AT SITE.
<br />THE CONTRACTOR'S
<br />APPROVED PRINTSET OF THE EST INSTALLATION SHALL BE KEPT A7 THE JOB SITE AND
<br />_
<br />MUST BE
<br />SHOWN TO THE INSPECTOR UPON REQUEST, IN ADDITION, THE LOCAL FIRE DEPARTMENT SHALL
<br />APPROVE
<br />UST INSTALLATION PRIOR TO COMMENCEMENT OF WORK.
<br />IF YOU NEED
<br />FURTHER ASSISTANCE, OR WISH TO SCHEDULE AN APPOINTMENT TO DISCUSS THE PLAN REVIEW
<br />OR FIELD
<br />INSPECTION, PLEASE CONTACT OUR UNDERGROUND STORAGE TANK STAFF AT (209) 463-3427.
<br />--
<br />r APPROVALS _
<br />NOTE! ALL EXISTING ITEMS ARE 10 REMAIN
<br />UNLESS NOTED OTHERWISE.
<br />R E M O N T STREET
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<br />• _-___—_.—. - .vie.,..00.,,,.�m.,,�..,..._..,..vvw�.
<br />AREA ENGINEERING MANAGER DATE
<br />D ,HRIOT MANAGER DATE
<br />DISTRIBUTION MANAGER DATE
<br />CONSTRUCTION/DISTRICT ENGINEER DATE
<br />PLANS PREPARED BY:
<br />A & S ENGINEERING
<br />PLANNING ENGINEERING CONSTRUCTION MANAGEMENT
<br />45 QUAIL COURT, SUITE 303
<br />WALNUT CREEK, CALIFORNIA 94596
<br />PHONE: 510-933-0578 FAX: 510-933-0588
<br />3 FIBERGLASS TEE
<br />3" FIBERGLASS
<br />VAPOR
<br />PIPING TO
<br />TANKS
<br />-- 2" FIBERGLASS
<br />VAPOR PIPING
<br />FROM DISPENSERS -
<br />3" x 2'
<br />FIBERGLASS
<br />BUSHINGS f
<br />2"/3" VAPOR PIPING
<br />CONNECTION DETAIL
<br />NO SCALE
<br />REVISIONS
<br />I SHELL OIL COMPANY
<br />HOUSTON, TEXAS
<br />PIPING PLAN
<br />2494 E. FREMONT STREET & FILBERT STREET
<br />STOCKTON, CALIFORNIA
<br />SCALE: 1" = 10'-0" DRAWING # TP -1
<br />DATE: 1 Z23 95 WIC # 204-7524--1808 6
<br />DWN. BY: S. LEE
<br />c,"wn RV VP u
<br />,;JSHELI_ OIL COMPANY, ALL RIGHTS RESERVED 199`x:
<br />
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