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<br /> 0 Know what's b@IOW.
<br /> GENERAL NOTES
<br /> p Cal I before you dig. PIPING LEGEND
<br /> 1"=201 Dial 811 1 - NEW 3" OVER 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING
<br /> (VACUUM MONITORED)
<br /> 0 10' 20' 40' 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 /> (VACUUM MONITORED)
<br /> +,\ \ NOTE:
<br /> N 1 r`T \,+ CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR
<br /> IS PERMITTED TO ADJUST PIPING LOCATIONS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES.
<br /> PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. IF
<br /> INSTALLED, SIPHON PIPING TO SLOPE 1/4" PER FOOT. Aj
<br /> VACUUM MONITOR ZONES �', r /' • SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE DOUBLE CONTAINMENT
<br /> (SEE SHEET G.0.5 FOR VACUUM DIAGRAM) / '�\ ','`\ * PIPE. VENT AND VAPOR RECOVERY SHALL BE SINGLE WALL, UNLESS REQUIRED BY LOCAL JURISDICTION.
<br /> ® ZONE �--'" `, '' �?<<, 0 TANK AND PIPING INSTALLATION NOTES IFF
<br /> 1 87 UNLEADED PRODUCT
<br /> ARCO
<br /> 3 VAPOR LINE (INSIDE 87 SUMP) -� IU '\'' N 10 INSTALL ONE (1) 25K REGULAR UNLEADED, ONE (1) 12K/8K PREMIUM UNLEADED/DIESEL DUAL COMPARTMENT "XERXES" DOUBLE WALL FIBERGLASS
<br /> 2 87 UNLEADED VENT
<br /> \ / O"° " �` ';�, +2�+ TANKS WITH CONTINUOUS MONITORING OF HYDROSTATIC ANNULAR SPACES BY "VEEDER ROOT" TLS-350-PLUS TANK AND PIPING MONITOR AND ALARM
<br /> +\ %k
<br /> \A
<br /> \ SYSTEM. ALL TANK SUMPS SHALL BE DOUBLE WALL FROM COLLAR TO THE BOTTOM OF TANK SLAB. SUMPS SHALL BE INDIVIDUALLY CONTINUOUSLY
<br /> ' N\�\A 1\\ MONITORED BY "VEEDER ROOT" MINI HYDROSTATIC SENSORS AND STANDARD UQUID SENSORS TIED INTO THE TLS-35OR TANK & PIPING MONITOR AND
<br /> 4 91 PREMIUM PRODUCT \\\ \,' ALARM SYSTEM PER LG-162-1 REQUIREMENTS. TANKS TO BE SET MIN. 50" BELOW FINISH GRADE. SEE DINGS, M.5.3.03 & M.5.3.04. FOR ADDITIONAL BP WEST COAST PRODUCTS,LLC
<br /> INFORMATION. TANK INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br /> 5 91 PREMIUM VENT INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER TANKS, SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOLE BY FORMING A
<br /> 6 DIESEL PRODUCT /� a " '\++ ?\\ 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 /> '" \\\ THICKENED AT TANK SUMPS TO BE JUST BELOW TOP OF TANK SUMP'S SECONDARY CONTAINMENT TERMINATION PER AB-2481 REQUIREMENTS. ` H q��
<br /> 7 DIESEL VENT +�+ + '\1+ +\,\ CONSTRUCT SLAB PER CIVIL SLAB INSTALLATION DETAILS AND SPECIAL REQUIREMENTS SHOWN ON DETAILS ON DRAWING. M.5.3.27. v'
<br /> +° '�+'i CD INSTALL FOUR (4) 4" EVR PHASE I APPROVED DUAL POINT FILL ADAPTERS AND CAPS. INSTALL STRAIGHT ALUMINUM FILL DROP TUBES. (GAS &
<br /> '„ + ',v, ivv DIESEL)
<br /> 7 DOUBLE " ', '\, `++ ® INSTALL THREE (3) 4" EAR PHASE I APPROVED DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS. (GAS ONLY)
<br /> / WALL GAS '�+,
<br /> i� 16 PRODUCT PIPING ,p\, '1, 'Q', Q INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINES IN THE 25,000 GALLON REGULAR UNLEADED TANK (TANK #1).
<br /> \ INSTALL NEW 6 NEW DOUBLE +`\'+ '°' y%I INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 8,000 GALLON DIESEL TANK COMPARTMENT (TANK #2). A
<br /> OVATION UA HOSE 19 WALL VAPOR ',+ \\ i{ \\'I\`t'� WITH
<br /> INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 12,000 GALLON UNLEADED PREMIUM TANK COMPARTMENT (TANK #3): 0
<br /> P DE BLENDING RETURN UNE 4 + \, \ `N,\',+I TURBINE SYSTEMS TO BE EQUIPPED 3 GPH ELECTRONIC LINE LEAK DETECTION. LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK S
<br /> 16 3+1 PRODUCT MPD \` `+ +" , DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE TEST DATA AT THE TIME OF PUNCH UST AS WELL AS INCLUDE IN CLOSE OUT BINDER. SET 5^
<br /> INSTALL NEW. W E (NP. 4) '�+ + �" `�„\,'++ TURBINE INTAKES AT 5" FROM BOTTOM OF TANKS. TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. CONTRACTOR IS TO LABEL TURBINES
<br /> OVAT�I Dl-81�GLE HOSE 1 8 ) ° \\s`� 2. ,,,i,, AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. T,NG ENG�N��
<br /> ER IDENDING 3 �' +, i• ,,', © INSTALL 3" INSIDE 4" DOUBLE WALL FIBERGLASS STAGE 11 VAPOR RECOVERY HEADER FOR "HEALY VAC ASSIST" ORVR/PHASE II EVR COMPATIBLE
<br /> �\ / / 16 PRODUCT MPD \ �, , '� \�:' VAPOR RECOVERY SYSTEM. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE it
<br /> Cf QO cSe � INSTALL NEW�YfAYh1E (TYP, 4) y�• +"'� ," ,`, PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS.
<br /> J7) / OVATION9fR-GLE HOSE �, \ q „ + '�,++\, INSTALL 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. CONTRACTOR TO INSTALL TRACER WIRE INTI VAPOR PIPING. TESTING OF 18215 72ND AVENUE SOUTH
<br /> r2ER'SIDE BLENDING 3 0 PER ',�� "° " \\i'` \+`+ VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. THE VAPOR LINE'S INTERSTITIAL SPACE KENT, WA 98032
<br /> a PRODUCT MPD �'�� ' ,, , 'fl 'u SHALL BE CONTINUOUSLY VACUUM MONITORED PER LG-162-1 REQUIREMENTS. THE CONNECTION FOR THE VACUUM MONITORING SHALL BE LOCATED IN
<br /> / LL NE4VJNAYK�E (TYP, 4) ,,, \� o ' '++ THE 20,000 GALLON TANK FILL SUMP AND THE VACUUM TUBING LOOPED BACK TO THE TURBINE SUMP WHERE THE VACUUM SENSOR IS LOCATED. (425)251-6222
<br /> ovnTl D HOSE
<br /> 0 " `, p (425)251-8782 FAX
<br /> SIDE BLENDING pER i ' �` `p \ � INSTALL (3) 2" INSIDE 3" DOUBLE WALL FIBERGLASS GASOLINE SUPPLY LINES TO DISPENSERS, PIPING SHALL BE INSTALLED PER MANUFACTURER'S
<br /> 3+1 PRODUCT MPD YIS� "++, 'p SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT FROM THE FURTHEST DISPENSER SUMP DOWN TO
<br /> (TYP, 4) \� a° '\\ \ THE TURBINE SUMPS. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO CIVIL ENGINEERING, LAND PLANNING,
<br /> ,\+'\ BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. PRODUCT LINES INTERSTITIAL SPACES SHALL BE CONTINUOUSLY VACUUM MONITORED SURVEYING, ENVIRONMENTAL SERVICES
<br /> TURBINE (TYP.) �� 'p + , PER LG-162-1 REQUIREMENTS AND TIED INTO THE "VEEDER-ROOT" TLS-350R CONSOLE.
<br /> �-o NO. DATE REVISION DESCRIPTION
<br /> ® INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS-350R IN BUILDING AT NORMALLY OCCUPIED LOCATION IN BUILDING.
<br /> ` �� EMERGENCY SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION. i 9-6-16 PERMIT SUBMITTAL
<br /> 4 13 rNTSTAGE I & STAGE II 6 �� PUMP , ', ', Ka) 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. 2 12-14-16 PERMIT RESUBMITTAL
<br /> ` APOR RETURN (TYP.) 17 3 SHUT-OFF o
<br /> //,,/ `� SWITCH AND " ` CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. THE INTERSTITIAL SPACE OF EACH OF THE VENT LINES SHALL BE CONTINUOUSLY
<br /> / HYpROSTATIC 12 RESET `p `+ MONITORED VIA A VACUUM SENSOR TIED INTO THE "VEEDER-ROOT' TLS-35OR CONSOLE PER LG-162-1 REQUIREMENTS. THE DOUBLE WALL VENT 3 1-31-17 PERMIT RESUBMITTAL
<br /> Q 3 PIPING SHALL BE TERMINATED IN A DOUBLE WALL VENT TERMINATION SUMP THAT WILL BE HYDROSTATICALLY MONITORED AND WILL ALSO HAVE A
<br /> 4 \ M NITOR (TYP.) 1 ,�.� SWITCH LIQUID SENSOR INSTALL PER LG-162-1 REQUIREMENTS. 4 8-16-17 CONSTRUCTION RBEASE
<br /> (3) 2" DI BLACK IRON PIPE _.,` Z` _ ` ''t ', 10 TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE 11_14-17 REV. FOR CONSTRUCTION
<br /> VENT RI�/E�I WRAPPED TO y e p \ THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. INSTALL TWO (2) 1"
<br /> GRADE.�AINT TO MATCH SITE '' �' ' CONDUITS FROM GASOLINE VENT RISER TO BUILDING FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS. SEE DETAILS ON SHEET G.0.6.5
<br /> ` ° O K J ' 6Q 12/01/17 REV. PER PCC
<br /> CONDIT NS ROUTE (2) 1" '< Cdl 3 EMERGENCY PUMP r µms+ " '
<br /> INTRINSICALLY 11 INSTALL THREE (3) 1" RIGID.CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE). NOTE THAT THE LAST 2 FEET OF ALL CONDUIT
<br /> \ CONDUITS TO o
<br /> q o� SHUT-OFF rad +' ' ENTERING TURBINE, FILL, DISPENSER OR VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID CONDUIT.
<br /> S`Sfts \ SAFE
<br /> IR AY 10 STATIC 0 6 �' Q
<br /> ;/ SWITCH AND �+ '+
<br /> GROUND / )\ 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. g
<br /> u 17 RESET SWITCH \
<br /> ROD �nm e •� '„ + Q 13 INSTALL EXTRACTOR ASSEMBLIES FOR VENT, STAGE I AND STAGE II VAPOR RECOVERY AT FILL SIDE SUMP. SEE DWG. M.5.3.16 & M.5.3.18. Q
<br /> 'I, ',
<br /> ,� '0�?• /� 3 FILL (TYP.) }+ '\ 14 INSTALL .1 GPH MAG PROBE TANK LEVEL GAUGES AT LOCATIONS SHOWN. SEE DWG. M.5.3.16 & M.5.3.18. QO
<br /> 7 17 p" `„', 15 TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL MANHOLES. SEE DWG. Q
<br /> 2 NK PAD O it I M.5.3.27. 1
<br /> n /// �� �� 'p '� 16 INSTALL (4) NEW WAYNE OVATION B12/3 (3+0), SINGLE HOSE PER SIDE & (4) NEW WAYNE OVATION 823/4 (3+1), DUAL HOSE PER SIDE, DUAL HOSE Q
<br /> PER SIDE, MULTI-PRODUCT DISPENSERS AS SHOWN. DISPENSERS ARE TO BE FITTED WITH 'VST' BALANCE STAGE II HOSES, NOZZLES AND BREAKAWAY
<br /> VALVES PER CARS EVR AND ISD PHASE II EXECUTIVE ORDER VR-204 REQUIREMENTS. DISPENSERS ARE TO BE EQUIPPED WITH VEEDER-ROOT ISD FLOW SEAL
<br /> METERS. INSTALL NEW DOUBLE WALL UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES AND MONITORING SENSORS. Qi:ESS/G
<br /> /-� +p ', DISPENSER SUMPS SHALL BE DOUBLE WALL TO AT LEAST THE BOTTOM OF CONCRETE DRIVE SLAB AND HYDROSTATICALLY MONITORED PER LG-162-1 QR AI,
<br /> O i ,+ + 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 /> O / � IN +' ' TYPICAL INSTALLATION DETAILS. START UP BY MANUFACTURER REPRESENTATIVE. GENERAL CONTRACTOR TO PURGE LINES WITH A MINIMUM OF 200
<br /> ° GALLONS THROUGH EACH HOSE/NOZZLE. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT
<br /> DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR, AFTER PURGING THE PRODUCT LINES OF AIR AND BEFORE VAPOR RECOVERY HAL P. GRUBB y
<br /> It S G O 0 S E E C O E S E R - r•'1
<br /> \ ` D� \ \ EMERGENCY PUMP VEEDER ROOT ALARM ° °, `, ©
<br /> 67 >7
<br /> J MONITOR SYSTEM 0 ' 17 INSTALL 2" INSIDE 3" DOUBLE WALL FIBERGLASS CROSSOVER PIPING TO ROUTE VACUUM TUBING BETWEEN TURBINE AND FILL SUMPS.
<br /> �)• SHUT-OFF SWITCH O
<br /> AND RESET SWITCH
<br /> a �' 18 FILL AND STAGE I VAPOR RECOVERY RISERS & ANNULAR RISER SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS. �Q
<br /> ,ps, 11 �I \ �• ',', , SEE DWG. G.0.7.2. C t V I
<br /> �`��., 'OX. ' • '�, '} (:D ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE rF G.p4
<br /> o
<br /> FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR RECOVERY MANIFOLD AND MAIN PRODUCT LINES OR SHALL PROVIDE AT LEAST 4 FEET F lA °I'•�
<br /> OF STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES. V
<br /> 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 /> SHEET M.5.3.29. SEE DETAIL #1 ON DWG. M.5.3.28 FOR MOUNTING REQUIREMENTS. -
<br /> `�� ° / i • • `II 21 FINAL FACILITY EQUIPMENT LOCATIONS TO BE APPROVED BY BP WEST COAST DISTRIBUTION PRIOR TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR
<br /> AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS.
<br /> `���`, \°"., • RSV ° � -� • • it +
<br /> 49 •` o ' 22 CONTRACTOR TO VEEDER-ROOT CARBON CANISTER / VAPOR POLISHER UNIT ON NEW VENT SUPPORT RACK, PER NEW CARS EVR PHASE II STANDARDS
<br /> AND E.O. INSTALLATION SHALL BE PER CARS E.0 AND MANUFACTURERS INSTRUCTIONS. SEE SHEET G.O.6.2.
<br /> INSTALL VEEDER—ROOT CARBON 22 S \ : T ` • • ,', 1 GENERAL COMPLIANCE NOTES e
<br /> i, ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT
<br /> CANISTER / VAPOR POLISHER + , LOCATIONS
<br /> PER EVR PHASE II S '.
<br /> �+ '+� + + i- + + p �� ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE DEVELOPMENT INFORMATION: c
<br /> REQUIREMENTS. INSTALLATION S O - + + + + + + + 2.
<br /> CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. c
<br /> S b +" + + + + + + d- c
<br /> SMALL BE PER NEW CARE r GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH ARCO NTI
<br /> EXECUTIVE ORDER AND ' ; + + + + + + + + + + c
<br /> d ' 3, INTO WHICH A PERSON IS REQUIRED TO DESCEND. c
<br /> + -+ + -I- + -+ + + + + + ,' AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS.
<br /> MANUFACTURERS INSTALLATION \ /,�� + + + + + + + + + + + +
<br /> INSTRUCTIONS A MODIFIED
<br /> ' 7 /� ' ` L �-�- + + + + + + �} , 4. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND n i
<br /> ss \ + + + + + + + + + + + +/l 3000 am/pm
<br /> + , GOVERNING AUTHORITIES. P
<br /> 2D INSTALL OVERFILL ALARM, \ K O + _ + +- + + d- + -+ + + + y 5. / 26x65 1 CAR WASH
<br /> ACKNOWLEDGMENT SWITCH, Y==-. + + + + + + + + + -T , THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. W
<br /> b _ + + 6. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. FUEL CANOPY W/ 8 MPD'$ ❑
<br /> EMERGENCY PUMP SHUTOFF \ ��� ° �" � + + + + '
<br /> SWITCH AND WEATHER 7. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGc
<br /> SS - < 6N _ .-�±..,% �' ) AGENCY PRIOR TO TANK INSTALLATION.
<br /> PROOF OUTLET PER FIRE \ � , N
<br /> 8. SITE ADDRESS:
<br /> (ZjJ
<br /> CODE REQUIREMENTS \ �' TANK AND PIPING SYSTEM E INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY AT FOUR (4) r
<br /> g, SEPARATE CSTRUCTION PHASES (SEE SPECIFICATIONS): �
<br /> SS A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST. TRINITY PARKWAY °
<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. CSCOTT CREEK DRIVE
<br /> D. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. STOCKTON,CA
<br /> SS \`� - - - I / S ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO TOP E
<br /> �� S 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. FACILITY # TBD '
<br /> TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK c`
<br /> USTSYSTEM INSTALLATION SITE PLAN „ SYSTEM BEING PLACED IN OPERATION. DESIGNED BY: JR ALLIANCE Z&OM:
<br /> PRIOR TO FUEL BEING PUMPED, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER CHECKED BY: 8P REPM:.
<br /> SCALE: 1 " = 20'-0" UTILITY CONFLICT NOTE 12. SUMPS.
<br /> CAUTION PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION DRAWN BY: JR ALLIANCE PM: c
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 13, WITHIN 30 DAYS OF THE FINAL INSPECTION. 4ERSION: PROJECT N0: c
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON )
<br /> THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY BP c
<br /> 16700
<br /> HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS 14. MEASUREMENTS OF BRINE LEVELS IN TANKS SHALL BE TAKEN BY BP REPRESENTATIVE DURING THREE SEPARATE VISITS TO SITE AND PRIOR TO r
<br /> SHALL INCLUDE CALLING UTILITY LOCATE ® 1 (800) 227-2600 AND THEN 75 FUELING OPERATIONS, REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR REQUIREMENTS. DRAWING TITLE:
<br /> POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
<br /> CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. TANK TEST METHOD: BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER UNDERGROUND TANK AND PIPING
<br /> LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED 16 INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK SYSTEM IS PRODUCT TIGHT:
<br /> UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO 1) ENHANCED LEAK DETECTION ELD TEST (TRACER TIGHT Tm) BY PRAXAIR OR LICENSED AFFILIATE. SITE PLAN
<br /> VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD
<br /> CONSULT THE OWNERS CIVIL ENGINEER TO RESOLVE ALL PROBLEMS PRIOR 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN REGULATIONS AND INSTALLATION NOTES
<br /> TO PROCEEDING WITH CONSTRUCTION. ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED IN ACCORDANCE WITH s
<br /> THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF CALIFORNIA HEALTH AND SAFETY CODE SECTION 25292.5. SHEET N0: <
<br /> y SES NOTE: CAUTION SOILS REPORT BY: I
<br /> GROUND WATER LEVEL NOTE' TANK EXCAVATION NOTE' POTENTIAL UTILITY CONFLICT, CONTRACTOR SHALL FIELD VERIFY ALL
<br /> PROPOSED GAS STATION FACILITY TO BE CONNECTED TO CITY
<br /> A SOILS REPORT OF THIS LOCATION HAS REVEALED THAT SEWER SYSTEM. EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE unuTr KLEINFELDER c
<br /> TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER 2001 ARCH AIRPORT ROAD c
<br /> GROUNDWATER WAS ENCOUNTERED WITH A MAXIMUM r
<br /> PERFORMED FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT. SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND STOCKTON, CALIFORNIA 95206
<br /> EXPLORED DEPTH OF 25 FEET. GROUNDWATER WILL BE TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED "AS-BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE (209) 948-1395
<br /> ENCOUNTERED IN THE EXCAVATION BELOW A DEPTH OF 12 AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. STEVEN WIESNER. G.E. #3027 C
<br /> FEET. IT WAS NOTED THAT WATER LEVELS DO VARY WITH THE INSTALLING CONTRACTOR. HIGH WATER TABLE IS ANTICIPATED. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE REPORT FILE #20170601.001A c
<br /> SEASONAL CONDITIONS. TANKS SHALL BE INSTALLED WITH CONTRACTOR TO SHORE AND DEWATER TANK HOLE EXCAVATION. FOLLOW LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN JUNE 6, 2016
<br /> FILTER FABRIC PER MANUFACTURERS' GUIDELINES, AND PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR WET HOLE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS
<br /> SOIL REPORT RECOMMENDATIONS. TANK INSTALLATION. REPRESENTATIVE, AND OWNERS CIVIL ENGINEER. GmOm2mO !
<br /> 'c
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