|
INSTALL OVERFILL ALARM, --\
<br />ACKNOWLEDGMENT SWITCH,
<br />EMERGENCY PUMP SHUTOFF
<br />SWITCH AND WEATHER PROOF
<br />OUTLET PER FIRE CODE
<br />REQUIREMENTS
<br />G
<br />PIPING LEGEND GENERAL NOTES
<br />— NEW 3" OVER 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING
<br />jj / . ��Z__A (VACUUM MONITORED)
<br />U
<br />25K,
<br />REGULAR
<br />3 15 18 / ! o00
<br />FILL (TYP.) �. i./...
<br />I' /j J N L A-DCb -
<br />I t/
<br />°
<br />fI.I I
<br />j o
<br />SII. 1
<br />a I I I
<br />00
<br />STATIC
<br />GROUND I I I
<br />ROD i� }
<br />n „
<br />•
<br />U
<br />SCALE:
<br />HYDROSTATIC
<br />MONITOR (TYP.)
<br />,-(:Z)TANK PAD
<br />TURBINE (TYP.)
<br />2 5 11
<br />10K
<br />DIESEL 4 13 VENT, STAGE I & STAGE II
<br />° VAPOR RETURN (TYP.)
<br />DIESEL
<br />12K
<br />PREMIUM
<br />UNLEAD
<br />0o
<br />i�
<br />U'NL E
<br />0 PRor
<br />oo]
<br />HVIDROSTATIC
<br />MONITOR (TYP.)
<br />(3) 2 DIA. BLACK IRON PIPE VENT RISERS WRAPPED TO
<br />GRADE. PAINT TO MATCH SITE CONDITIONS ROUTE (2) 1"
<br />CONDUITS TO INTRINSICALLY SAFE WIREWAY
<br />INSTALL VEEDER—ROOT CARBON CANISTER / VAPOR
<br />POLISHER PER EVR PHASE II REQUIREMENTS.
<br />INSTALLATION SHALL BE PER NEW CARB EXECUTIVE
<br />ORDER AND MANUFACTURERS INSTALLATION
<br />INSTRUCTIONS
<br />GROUND WATER LEVEL NOTE:
<br />A SOILS REPORT OF THIS LOCATION HAS REVEALED THAT
<br />GROUNDWATER WAS NOT ENCOUNTERED WITH A MAXIMUM
<br />EXPLORED DEPTH OF 15 FEET. IT WAS NOTED THAT WATER
<br />LEVELS DO VARY WITH SEASONAL CONDITIONS. TANKS SHALL
<br />BE INSTALLED WITH FILTER FABRIC PER MANUFACTURERS'
<br />GUIDELINES, AND PER SOIL REPORT RECOMMENDATIONS.
<br />TANK EXCAVATION NOTE:
<br />NEW 3" OVER 2" OR 4" OVER 3" DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING
<br />(VACUUM MONITORED)
<br />NEW 3" OVER 2" DOUBLE WALL FIBERGLASS VENT PIPING
<br />• 1 =10(VACUUM MONITORED)
<br />NOTE:
<br />O 5' 1O' ZO' CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR
<br />• , • 8 IS PERMITTED TO ADJUST PIPING LOCATIONS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES.
<br />('
<br />B NSOTALLED,VAPOR AND SIPHON PIPINGNTO IPING SLOPE S /4" PER TO FOOT. ARD TANK 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. IF
<br />SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE DOUBLE CONTAINMENT
<br />* PIPE. VENT AND VAPOR RECOVERY SHALL BE SINGLE WALL, UNLESS REQUIRED BY LOCAL JURISDICTION.
<br />3— ROOT A6ARM
<br />TANK AND PIPING INSTALLATION NOTES
<br />Y :Ulf '' -
<br />'y r ¢ ¢ <~"� ¢>. INSTALL ONE (1) 25K REGULAR UNLEADED, ONE (1) 12K/10K PREMIUM UNLEAD /DI EL UAL COMP RTMEN 5"XERXES" DOUBLE WALL FIBERGLASS
<br />i `,
<br />Vis; j�a a: ,
<br />TANKS WITH CONTINUOUS MONITORING OF HYDROSTATIC ANNULAR SPACES BY "VEEDER ROOT" TLS -350 -PLUS TANK AND PIPING MONITOR AND ALARM
<br />" ""' """ ri><• s. , r SYSTEM. ALL TANK SUMPS SHALL BE DOUBLE WALL FROM COLLAR TO THE B MOF TANK SLAB. SUMPS ALL BE INDIVIDUALLY CONTINUOUSLY
<br />....• :.:[f.2 ....... s%<^•.4. ., iia:.",aziii.'"'cF>rr�.':Fva:': r.'v:3 b�•
<br />n
<br />?? HYDROSTATIC SENSORS AND STANDARD LIQUI TIED TLS -350R TANK & PIPING MONITOR AND
<br />DER ROOT" MINI
<br />�..........._ .......... SET MIN. 50" BELOW FINISH GRADE. SEE DWGS. M.5.3.03 & M.5.3.04. FOR ADDITIONAL
<br />MONITORED BY V
<br />y-... Ce1 Tr27-26OO
<br />ALARM SYSTEM PER LG -162-1 REQUIREMENTS TANKS TO BE
<br />NFORMATION TAN INSTALLATION SHALL E IN ACCORDANCE WITH MANUFACTURERS INSTALLATION NSTRUCTION .
<br />0T�` ' 1 800) I K B I
<br />2 INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER TANKS. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOLE BY FORMING A
<br />Q
<br />W DAYS CONCRETE CROWN WITH A 2" DROP IN 18" FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING SLAB ELEVATION. TANK SLAB SHALL BE
<br />, I
<br />`••••••-•... tx: s. i r'BEF YOU THICKENED AT TANK SUMPS TO BE JUST BELOW TOP OF TANK SUMP'S SECONDARY CONTAINMENT TERMINATION PER AB -2481 REQUIREMENTS.
<br />�o /� CONSTRUCT SLAB PER CIVIL SLAB INSTALLATION DETAILS AND SPECIAL REQUIREMENTS SHOWN ON DETAILS ON DRAWING M.5.3.27.
<br />" ..:<
<br />- •<+r• E" rte`- ""''' I (a:) INSTALL FOUR (4) 4" EVR PHASE 1 APPROVED DUAL POINT FILL ADAPTERS AND CAPS. INSTALL STRAIGHT ALUMINUM FILL DROP TUBES. (GAS &
<br />L�;x ,rl
<br />DIESEL)
<br />INSTALL THREE (3) 4" EVR PHASE I APPROVED DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS. (GAS ONLY)
<br />rxx exx
<br />EPA
<br />INSTALL ONE 1 2 HP VARIABLE SPEED TURBINES IN THE 25,000 GALLON REGULAR UNLEADED TANK (TANK #1).
<br />INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 10,000 GALLON DIESEL TANK COMPARTMENT (TANK #2).
<br />i INSTALL ONE H VARIABLE SPEED TURBINE IN THE 12 00 GALLON UNLEADED PREMIUM NK COMPARTMENT TANK 3
<br />:.�
<br />7.
<br />,.; (1) 2 P AR P E ,0 NL I TA T
<br />TURBINE SYSTEMS TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK DETECTION. LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK
<br />SET
<br />���;' '.' �, q � \. ✓ ; • DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE TEST DATA AT THE TIME OF PUNCH LIST AS
<br />WELL AS INCLUDE IN CLOSE OUT BINDER.
<br />Lpi
<br />k' 0 TANKS. TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. CONTRACTOR IS TO LABEL TURBINES
<br />$. r TURBINE INTAKES AT 5" FROM BOTT M OF A
<br />AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER.
<br />INSTALL 3" INSIDE 4" DOUBLE WALL FIBERGLASS STAGE II VAPOR RECOVERY HEADER FOR "HEALY VAC ASSIST" ORVR/PHASE II EVR COMPATIBLE
<br />VAPOR RECOVERY SYSTEM. SLOPE 1/8- PER FOOT MINIMUM TO TANKS. LAYOUT TANKS &STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II
<br />aim
<br />PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS.
<br />.............
<br />k t ; INSTALL 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. CONTRACTOR TO INSTALL TRACER WIRE WITH VAPOR PIPING. TESTING OF
<br />VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. THE VAPOR LINE'S INTERSTITIAL SPACE
<br />... LG -162-1 IN
<br />MONITORING SHALL BE LOCATED
<br />a 1...........:..............._.........:...._._....:.......:........................ tet' i FILL SMP AND THE VACUUM TUBING LOOPED BACK TO THE NTURBIO E SUMP WHERE THE VACUUM SENSOR IS LOCATED.
<br />a a;.;, ...................... ;...4 THE 2 00 GALLON TANK L U 00 ED BA
<br />�' j O INSTALL(3)2" INSIDE 3" DOUBLE WALL FIBERGLASS GASOLINE SUPPLY LINES TO DISPENSERS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S
<br />r.
<br />i
<br />SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT FROM THE FURTHEST DISPENSER SUMP DOWN TO
<br />1
<br />' s:
<br />i
<br />PRIOR TO
<br />�i
<br />1'THE TURBINE SUMPS. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED
<br />D BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. PRODUCT LINES INTERSTITIAL SPACES SHALL BE CONTINUOUSLY VACUUM MONITORED
<br />PER LG -162-1 REQUIREMENTS AND TIED INTO THE "VEEDER-ROOT" TLS -350R CONSOLE.
<br />INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350R IN BUILDING AT NORMALLY OCCUPIED LOCATION IN BUILDING.
<br />- ! SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION.
<br />INSTALL THREE (3) 2" INSIDE 3" DOUBLE WALL FRP VENT LINES. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANKS AS SHOWN.
<br />' CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. THE INTERSTITIAL SPACE OF EACH OF THE VENT LINES SHALL BE CONTINUOUSLY
<br />MONITORED VIA A VACUUM SENSOR TIED INTO THE "VEEDER-ROOT" TLS -350R CONSOLE PER LG -162-1 REQUIREMENTS. THE DOUBLE WALL VENT
<br />PIPING SHALL BE TERMINATED IN A DOUBLE WALL VENT TERMINATION SUMP THAT WILL BE HYDROSTATICALLY MONITORED AND WILL ALSO HAVE A
<br />LIQUID SENSOR INSTALL PER LG -162-1 REQUIREMENTS.
<br />TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE
<br />; '1„d '.� O -? .•w j 1 £ `<. THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. INSTALL TWO (2) 1”
<br />CONDUITS FROM GASOLINE VENT RISER TO BUILDING FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS. SEE DETAILS ON SHEET G.0.6.5
<br />\ THAT THE LAST 2 FEET OF ALL CONDUIT
<br />TALL THREE (3) 1" RIGID CONDUITS OR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE). NOT
<br />000 INS I IT F 0 0 E
<br />I ENTERING TURBINE, FILL, DISPENSER OR VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID CONDUIT.
<br />i
<br />12 INSTALL TWO (2) DUAL FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSORS. SEE DETAIL "H" ON DWG. M.5.3.16 & M.5.3.18.
<br />9s 13 INSTALL BALL FLOAT/VALVE EXTRACTOR ASSEMBLIES FOR VENT, STAGE I AND STAGE II VAPOR RECOVERY AT FILL SIDE SUMP. SEE DWG. M.5.3.16 &
<br />M.5.3.18.
<br />t"m j 14 INSTALL .1 GPH MAG PROBE TANK LEVEL GAUGES AT LOCATIONS SHOWN. SEE DWG. M.5.3.16 & M.5.3.18.
<br />15 TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL MANHOLES. SEE DWG.
<br />M.5.3.27.
<br />16 INSTALL (4) NEW WAYNE OVATION 812/3 (3+0), SINGLE HOSE PER SIDE & (4) NEW WAYNE OVATION 823/4 (3+1), DUAL HOSE PER SIDE, DUAL HOSE
<br />PER SIDE, MULTI -PRODUCT DISPENSERS AS SHOWN. DISPENSERS ARE TO BE FITTED WITH "VST" BALANCE STAGE II HOSES, NOZZLES AND BREAKAWAY
<br />Q VALVES PER CARB EVR AND ISD PHASE II EXECUTIVE ORDER VR -204 REQUIREMENTS. DISPENSERS ARE TO BE EQUIPPED WITH VEEDER-ROOT ISD FLOW
<br />METERS. INSTALL NEW DOUBLE WALL UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES AND MONITORING SENSORS.
<br />DISPENSER SUMPS SHALL BE DOUBLE WALL TO AT LEAST THE BOTTOM OF CONCRETE DRIVE SLAB AND HYDROSTATICALLY MONITORED PER LG -162-1
<br />COMPLIANCE OPTION. THE LAST 2 FEET OF ALL CONDUITS ENTERING THE DISPENSER SUMPS SHALL BE PVC COATED RIGID. SEE SHEET M.5.3.22 FOR
<br />ALT TYPICAL INSTALLATION DETAILS. START UP BY MANUFACTURER REPRESENTATIVE. GENERAL CONTRACTOR TO PURGE LINES WITH A MINIMUM OF 200
<br />NEW ASPH
<br />PAVING, ALT GALLONS THROUGH EACH HOSE/NOZZLE. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT
<br />TYP.DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. AFTER PURGING THE PRODUCT LINES OF AIR AND BEFORE VAPOR RECOVERY
<br />TESTING, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED GASOLINE FILTERS WITH NEW FILTERS.
<br />1/8" PER FT. I'�0 17 NOT USED
<br />18 FILL AND STAGE I VAPOR RECOVERY RISERS & ANNULAR RISER SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS.
<br />_ — SEE DWG. G.0.7.2.
<br />19 ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE
<br />6' NEW DOUBLE. 6 NEW DQU.BLE 6 NEW DOUBLE �� FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR RECOVERY MANIFOLD AND MAIN PRODUCT LINES OR SHALL PROVIDE AT LEAST 4 FEET
<br />19 WALL VAPOR 19 WALL VAPOR 19 WALL VAPOR OF STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES.
<br />RETURN LINE RETURN. LINE RETURN LINE 20 INSTALL OVERFILL ALARM & ACKNOWLEDGMENT SWITCH, ESO AND MAINTENANCE RECEPTACLE IN LOCATION SHOWN. ALARM AND SWITCH TO BE
<br />LOCATED TO PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE WIRING DIAGRAM ON
<br />7 NEW. DOUBLE7 NEW DOUBLE I SHEET M.5.3.29. SEE DETAIL #1 ON DWG. M.5.3.28 FOR MOUNTING REQUIREMENTS.
<br />NEW DOUBLE WALL J 19 WALL GAS I 19 WALL GAS I I 20 FINAL FACILITY EQUIPMENT LOCATIONS TO BE APPROVED BY BP WEST COAST DISTRIBUTION PRIOR TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR
<br />19 GAS PRODUCT PIPING PRODUCT PIPING PRODUCT PIPING.. AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS.
<br />21 CONTRACTOR TO VEEDER-ROOT CARBON CANISTER / VAPOR POLISHER UNIT ON NEW VENT SUPPORT RACK, PER NEW CARB EVR PHASE II STANDARDS
<br />AND E.O. INSTALLATION SHALL BE PER CARB E.0 AND MANUFACTURERS INSTRUCTIONS. SEE SHEET G.0.6.2.
<br />EMERGENCY PUMP .
<br />16 SHUT=OFF SWITCH 16 GENERAL COMPLIANCE NOTES
<br />INSTAL—� WAYNE O N AND RESET SWITCH I TA L NEW WAYNE ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT
<br />INSTALL NEW WAYNE
<br />OVATION DUAL HOSE I I ATI N DUAL HOSE 1 LOCATIONS
<br />PER SIDE BLENDING I OVATION SINGLE HOSE I I R IDE BLENDING
<br />PER SIDE BLENDING 3 -r �—INSTALL (2) NEW ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE
<br />3+1 PRODUCT. MPD' +1 PRODUCT MPD CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK.
<br />PRODUCT MPD PIC UNITS (TYP.) TYP. 4) 2'
<br />(TYP. 4) (TYP 4) 'g' ( GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH
<br />3 INTO WHICH A PERSON IS REQUIRED TO DESCEND.
<br />ISLAND BUMPER POST AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS.
<br />(TYP. 8 PLCS.) 4' ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND
<br />5 GOVERNING AUTHORITIES.
<br />THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED.
<br />6' ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br />7. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION.
<br />8' TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY AT FOUR (4)
<br />g, SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS):
<br />A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST.
<br />B. TANKS AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES.
<br />C. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
<br />D. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.
<br />ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO TOP
<br />10 OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND SUBMIT TO
<br />OWNER.
<br />TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK
<br />NEW ASPHALT 11 SYSTEM BEING PLACED IN OPERATION.
<br />PAVING, TYP. PRIOR TO FUEL BEING PUMPED, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER
<br />12 SUMPS.
<br />PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION
<br />13 WITHIN 30 DAYS OF THE FINAL INSPECTION.
<br />EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY BP).
<br />14' MEASUREMENTS OF BRINE LEVELS IN TANKS SHALL BE TAKEN BY BP REPRESENTATIVE DURING THREE SEPARATE VISITS TO SITE AND PRIOR TO
<br />15. FUELING OPERATIONS. REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR REQUIREMENTS.
<br />TANK TEST METHOD: BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER
<br />16 INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK SYSTEM IS PRODUCT TIGHT:
<br />T UTILITY CONFLICT NOTE 1) ENHANCED LEAK DETECTION ELD TEST (TRACER TIGHT n+) BY PRAXAIR OR LICENSED AFFILIATE.
<br />f"7 - �� �' CAUn 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD
<br />3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN REGULATIONS
<br />Zsc THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED IN ACCORDANCE WITH
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF CALIFORNIA HEALTH AND SAFETY CODE SECTION 25292.5.
<br />THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE
<br />HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS REFERENCED CODES SHALL INCLUDE 2007 CBC; 2007 CFC, 2007 CEC; 2007 CMC.
<br />SHALL INCLUDE CALLING UTILITY LOCATE ® 1 (800) 227-2600 AND THEN 17. STATIONS DISPENSING GASOLINE OR OTHER FLAMMABLE LIQUIDS:
<br />POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY A. CONSPICUOUS SIGNS SHALL BE POSTED WITHIN SIGHT OF EACH DISPENSER PROHIBITING SMOKING, DISPENSING INTO UNAPPROVED CONTAINERS, AND FILLING
<br />CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. PORTABLE CONTAINERS IN OR ON A MOTOR VEHICLE. THE SIGNAGE SHALL ALSO INSTRUCT THE USER TO DISCHARGE STATIC ELECTRICITY BEFORE FUELING AND
<br />LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED TO WAIT UNTIL PUMPING IS COMPLETE BEFORE REENTERING THE VEHICLE. [CFC §2205.61
<br />UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO 1) NO SMOKING
<br />VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL 2) SHUT OFF MOTOR
<br />CONSULT THE OWNERS CIVIL ENGINEER TO RESOLVE ALL PROBLEMS PRIOR 3) DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE AWAY FROM THE NOZZLE
<br />TO PROCEEDING WITH CONSTRUCTION. 4) TO PREVENT STATIC CHARGE, DO NOT REENTER YOUR VEHICLE WHILE GASOLINE IS PUMPING
<br />5) IF A FIRE STARTS, DO NOT REMOVE NOZZLE — BACK AWAY IMMEDIATELY
<br />6) IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS
<br />SEWER NOTE: CAUTI(N- SOILS REPORT BY: 7) NO FILLING OF PORTABLE CONTAINERS IN OR ON A MOTOR VEHICLE. PLACE CONTAINER ON GROUND BEFORE FILLING
<br />B. DISPENSER OPERATING INSTRUCTIONS SHALL BE CONSPICUOUSLY POSTED IN APPROVED LOCATIONS ON EVERY DISPENSER. CFC §2204.2.3
<br />SEWER SYSTEM. EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY PARAGON GEOTECHNICAL, INC.
<br />PROPOSED GAS STATION FACILITY TO BE CONNECTED 1�CTi POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL C. FOR UNATTENDED SELF-SERVICE DISPENSING, IN ADDITION TO THE DISPENSING OPERATING INSTRUCTIONS NOTED ABOVE,SIGNAGE SHALL INCLUDE THE
<br />LOCATION(S) OF THE EMERGENCY FUEL SHUT-OFF SWITCH ES CFC ]
<br />CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER 1049 KIMI WAY SWITCH(ES). [ §2204.3.4
<br />SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND PLACERVILLE, CALIFORNIA 95667 D. THE EMERGENCY SHUT-OFF SWITCH(ES) FOR THE DISPENSING OPERATION SHALL BE MARKED "EMERGENCY FUEL SHUTDOWN DEVICE" [CFC §2203.21
<br />"AS -BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE (530) 642-2281 E. FOR UNSUPERVISED DISPENSING, THE FOLLOWING SIGN SHALL BE POSTED IN A CONSPICUOUS LOCATION: [CFC §2204.3.5]
<br />EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. FREDRICK WENTZ, JR., G.E. #2581
<br />ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE REPORT FILE #1576-01-12 IN CASE OF FIRE, SPILL OR RELEASE
<br />LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN MAY 15, 2012 1. USE EMERGENCY PUMP SHUTOFF!
<br />SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS 2. REPORT THE ACCIDENT!
<br />REPRESENTATIVE, AND OWNERS CIVIL ENGINEER. FIRE DEPARTMENT NO. 911
<br />FACILITY ADDRESS: 255 E. HARNEY LN, LODI, CA
<br />-EMERGENCY PUMP
<br />SHUT—OFF SWITCH
<br />AND RESET SWITCH
<br />TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE
<br />PERFORMED FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT.
<br />TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED
<br />AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF
<br />THE INSTALLING CONTRACTOR. HIGH WATER TABLE IS ANTICIPATED.
<br />CONTRACTOR TO SHORE AND DEWATER TANK HOLE EXCAVATION. FOLLOW
<br />TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR WET HOLE
<br />TANK INSTALLATION.
<br />CLIENT:
<br />bp
<br />.F�
<br />ARCO
<br />bP WEST COAST PRODUCTS, LLC
<br />NATIONAL SITE ADAPT CONSULTANT:
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<br />"LAND PLANNING AND DESIGN SPECIALISTS"
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251-6222
<br />NO.
<br />DATE
<br />REVISION DESCRIPTION
<br />77
<br />9/28/12
<br />PERMIT SET
<br />2
<br />11/30/12
<br />CITY PLANCHECK COMMENTS
<br />3
<br />12/10/12
<br />FIELD CHANGE (TILE)
<br />4
<br />12/28/12
<br />CITY PLANCHECK COMMENTS
<br />5
<br />2/25/13
<br />CUPA COMMENTS
<br />6
<br />7
<br />8
<br />9
<br />0
<br />11
<br />2
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<br />DEVELOPMENT INFORMATION:
<br />NEW UNDERGROUND
<br />STORAGE TANK SYSTEM
<br />V-9.0 2010 SERIES
<br />CALIFORNIA MARKET
<br />SITE ADDRESS:
<br />255 E. HARNEY LANE @
<br />STOCKTON STREET
<br />LODI, CALIFORNIA
<br />FACILITY #NTI
<br />DESIGNED BY: JLR
<br />ALLIANCE ZBDM:
<br />CHECKED BY: DBG
<br />SP REPM:
<br />DRAWN BY: JLR
<br />AWANCE Pm'
<br />VERSION. V-9.0
<br />PROJECT NO:
<br />BCE #15441
<br />DRAWING TITLE:
<br />UNDERGROUND TANK AND PIPING
<br />SITE PLAN
<br />AND INSTALLATION NOTES
<br />SHEET N0:
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