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N.E.C. HAZARDOUS AREA NOTES: - - LOD17 CA - ADDITIVE TANK ADDITION
<br />OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (TANK - FILL OPENING)
<br />EXTENT OF CLASS ,, GROUP DIVISION i LOCATION: UNDERGROUND TANK INSTALLATION SITE PLAN
<br />ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN
<br />THE DIVISION 1 OR 2 CLASS SIFIED LOCATION. 1"020'
<br />EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
<br />UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET
<br />FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET 0 1D 20 _�
<br />FROM A TIGHT FILL CONNECTION. I - 01
<br />O TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (TANK - VENT -DISCHARGING UPWARD)
<br />EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: N c
<br />ROUTE 7CO DUITS TO / o
<br />WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. v
<br />EX. NTROLLER
<br />EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: I _— L NEW FLOW DYNA S ADDITIV I >
<br />SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL _ C U G — G ENCLOSURE NTROLLER
<br />DIRECTIONS. B NEW DISPENSER D W
<br />O ( ) \ EX. CONCRETE C S I, DIVISION 2 1
<br />TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION REMOTE PUMP -OUTDOOR A % I f/i1N CT SYSTEM I s
<br />EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: EX. VENT STACK TANK FILLS � o
<br />7
<br />ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A SD sn PAVEMENT SD _ sn sn n _ G 1 G _ G _ G G U
<br />HORIZONTAL DISTANCE OF 10 FT. FROM ANY EDGE OF PUMP. 1 U
<br />EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
<br />WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSOT NfyLO ` 'EX. ASPHALT Q w
<br />UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EX. HEALY CLEAN 1 S1)` 1 PAVEMENT a
<br />°
<br />EDGE OF PUMP. AIR SEPARATOR o 0 0 ` EX. AS STATIC, J o
<br />O TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) ° ° R SFORMER \ 1
<br />D EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION:
<br />ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN o o EXIST R ROOT 18 `
<br />THE DIVISION 1 OR 2 CLASSIFIED LOCATION. TLS 35OR PANEL \ SD SD SD sn Sn sD SD
<br />1,500 GALLON < > > o a
<br />OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) UNDERGROUND® ( ' \ EX. CONCRETE
<br />EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: STORAGE TANK
<br />SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87,
<br />"POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS."
<br />\CLA S I, D ISION 2 / � RAGE- I
<br />6'
<br />TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) TA K FILLS A d \ ' N A K VAMPS I ILL U m
<br />OF EXTENT OF CLASS i, GROUP D, DIVISION 2 LOCATION: — \ TER
<br />WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM ©W
<br />' 7 2" W LIN RBLN CN
<br />(1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER AN TURBINES 4.- � v
<br />ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. C �° �' �i 15 LOPE F R i o
<br />LASS I DIVISION 2 TO ) " GUU O MONI cn 0 o TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - OUTDOOR)
<br />G EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: - O
<br />UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY z
<br />EDGE OF ENCLOSURE. °� o MATCH EX. ' 7 �'- N o
<br />I GRADE MON MORIN 5 �EX. LS AREA -
<br />ADDITIVE TANK INSTALLATION NOTES: (TYP.)
<br />Oi INSTALL ONE (1) 1,500 GALLON "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC mill.I SAWCUT 3 1 2 CONDUITS
<br />ANNULAR SPACE MONITORED BY "VEEDER-ROOT" TLS -350R TANK AND PIPING MONITORING AND ALARM SYSTEM. ®� ®� ®®� -- - _ _
<br />SEE SHEET T-1 & T-2 FOR TANK INSTALLATION REQUIREMENTS. TANK INSTALLATION SHALL BE IN ACCORDANCE \ w ASPHALT 5
<br />2 EX. CURB
<br />WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. TANK CONTAINMENT SUMP TO BE DOUBLE WALL AND SEE DETAIL RIGHT7
<br />_ TANK SLAB 2 -_
<br />HYDROSTATICALLY MONITORED PER LG -162-1 REQUIREMENTS, ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC ®----®-"" - .,
<br />FIRE SUPPRESSION DEVICES. CONTRACTOR TO INSTALL SUPPLY 4"X13'- SLOTTED PVC PIPE IN TANK HOLE DURING
<br />CONSTRUCTION WHILE TANK HOLE IS EXPOSED TO WEATHER, REMOVE OR CUT OFF BELOW SLAB LINE BEFORE EX. TANK TURBINES G STATIC 14 3T2 P EROID 3 P�WE 2 POOWE" ID
<br />CONCRETE SLAB IS PLACED. �\ CLASS I DIVISION _2__ ___- __- GROUND
<br />-� ROD HYDROSTATIC 9 TANK FILL TC
<br />INSTALL REINFORCED CONCRETE SLAB OVER NEW ADDITIVE TANK. SURFACE WATER SHALL BE DIVERTED AWAY FROM ANNULAR RISER 311
<br />12
<br />O 11 AND SENSOR CONNECTION GRAD
<br />EACH MANHOLE BY FORMING A 2" CONCRETE CROWN FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING EX. ASPHALT 1 11 LEVEL GAUGE (TYP. 5 15 2" D RODUCT
<br />SLAB ELEVATION. TANK SLAB SHALL BE THICKENED AT TANK SUMPS TO BE JUST BELOW TOP OF TANK SUMP'S PAVEMENT 1,500 GALLON DOUBLE SU Y"LINE
<br />®sem®��....®��®o®
<br />SECONDARY CONTAINMENT TERMINATION PER AB -2481 REQUIREMENTS. CONSTRUCT SLAB PER CIVIL SLAB � � WALL FIB GLASS "CSI" 15 10 (VA U MONITORED)
<br />INSTALLATION DETAILS AND SPECIAL REQUIREMENTS ON DETAIL A, SHEET T-1, `i
<br />UNDERGROUND
<br />C,3 INSTALL ONE (1) NEW 2" FILL ADAPTER AND CAP AT NEW ADDITIVE TANK.®-®------ \\ S RAGE TANK. 4 TURBINE
<br />® INSTALL ONE (1) FE PETRO 3/4 HP TURBINE WITH 3 GPH MECHANICAL LEAK DETECTION PER MANUFACTURERS SD __` moo._ _ _ _ r _ r 6 MONITORING
<br />INSTALLATION INSTRUCTIONS sD _
<br />C,
<br />_— INSTALL ONE (1) 3" OVER 2" DOUBLE WALL FIBERGLASS CAMERON DUALOY) ADDITIVE SUPPLY LINE HEADER TO ALL SD G
<br />GASOLINE TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. will.EX. DISPENSER AREA
<br />CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINE SHALL BE PERFORMED _� SD _ _ _ CLASS I, DIVISION 2
<br />PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. INTERSTITIAL SPACE SHALL BE -. ®- ®®� o .
<br />CONTINUOUSLY VACUUM MONITORED PER LG -162 REQUIREMENTS. BRAVO PIPING AND ELECTRICAL PENETRATIONS ON sD
<br />TANK SUMPS TO BE INSTALLED PER THE MANUFACTURES RECOMMENDATION AND TESTING PROCEDURES. FIBERGLASS_
<br />WRAP THE OUTSIDE OF ALL NEW PENETRATION FITTINGS WITH FOUR LAYERS Of FIBERGLASS, ALL BRAVOS a
<br />E100PENETRATIONS, GLUE AND FIBER GLASSING KITS TO BE SUPPLIED BY COSTCO. fl -
<br />EX. ASPHALT
<br />© CONTRACTOR TO PERFORM MODIFICATION AT EACH GASOLINE FILL SUMP AS SHOWN IN DETAILS. REMOVE PAVEMENT
<br />DO N01 E E
<br />AND REINSTALL MULTIPORT LIDS/BUCKETS AS NEEDED TO ACCESS. EXISTING FILL RISER PIPES AND AND
<br />DROP TUBES ARE TO BE FIELD TRIMMED TO SUIT. INSTALL NEW TEE FITTINGS WITH JACK SCREW ®® /
<br />ASSEMBLY, ALONG WITH FACE SEAL ADAPTORS, FLEX CONNECTORS, INLINE CHECK VALVES AND SOLENOID
<br />VALVES AS SHOWN IN DETAILS. SEE SHEET T-2.
<br />C,7 INSTALL ONE (1) 3" OVER 2" DOUBLE WALL FIBERGLASS (AMERON DUALOY) VENT LINE. SLOPE 1/4" PER FOOT (1/8"
<br />PER FOOT MINIMUM) TO ADDITIVE TANK AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. VENT
<br />LINE'S INTERSTITIAL SPACE SHALL BE CONTINUOUSLY VACUUM MONITORED PER LG -162 REQUIREMENTS SITE PLANo _
<br />® INSTALL NEW DOUBLE WALL FIBERGLASS VENT TRANSITION SUMP WITH SENSOR, RISER AND SUPPORT RACK FOR NEW COMPLIANCE NOTES: DETAIL SITE PLAN
<br />ADDITIVE TANK. TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL
<br />FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON, VENT RISER SHALL BE INSTALLED IN DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS.
<br />ACCORDANCE WITH APPLICABLE FIRE CODE REQUIREMENTS. SUMP TO BE DOUBLE WALL AND HYDROSTATICALLY
<br />MONITORED PER LG -162-1 REQUIREMENTS. ELECTRICAL NOTES: 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE 1°_101
<br />CD INSTALL ONE (1) NEW SINGLE FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSOR AT NEW ADDITIVESTARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE TANK EXCAVATION NOTE:
<br />TANK. ❑1 SEE MATERIALS LIST (T-4) FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. TANK EXCAVATIONS SHALL BE PER OSHA GENERAL NOTES:
<br />10 INSTALL ONE (1) NEW EXTRACTOR ASSEMBLY FOR VENT AT NEW ADDITIVE TANK, CONSTRUCTION. 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR REQUIREMENTS. TANKS EXCAVATIONS THAT
<br />11 INSTALL ONE 1 NEW .1 GPH MAG PROBE TANK LEVEL GAUGE AT NEW ADDITIVE TANK, 2 CONDUIT ROUTING SHOWN ARE SCHEMATIC. CONTRACTOR TO FIELD DETERMINE BEST EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED REQUIRE SHORING SHALL BE THE
<br />() CONDUIT ROUTING AND PROVIDE FINAL LOCATIONS SHOWN ON AS -BUILT DRAWINGS. TO DESCEND (IF REQUIRED). RESPONSIBILITY OF THE INSTALLING 1. BOUNDARY INFORMATION SHOWN IS TAKEN
<br />12 TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS 3 ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR. DIRECTLY FROM COSTCO GAS STATION
<br />AT FILL MANHOLES. 4, AN UNAUTHORIZED RELEASE RESPONSE PLAN SHALL BE SUBMITTED AND APPROVED BY ADDITION DATED 10-15-10 PREPARED BY
<br />FUNCTIONS OF THE ADDITIVE TANK MONITORING:BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />13 INSTALL NEW "FLOW DYNAMICS" ADDITIVE BATCH CONTROLLER INSIDE OF EXISTING CONTROLLER ENCLOSURE. INSTALL [ -MONITORING OF TANK ANNULAR SPACE. GOVERNING AGENCY PRIOR TO TANK OPERATIONS (BY OWNER IF REQUIRED).
<br />NEW FLOW METER AT NEW ADDITIVE TANK TURBINE SUMP, AND INSTALL NEW 24VOLT SOLENOID VALVES WITH "Y" -PROVIDE CONTINUOUS TANK LEVEL MONITORING. 5, THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT 2. REMOVE EXISTING LANDSCAPING AND
<br />STRAINER AT EACH EXISTING FILL SUMPS. SEE SHEET T-2 & T-3 FOR SUMP DETAILS. SEE SHEETS E-1 THROUGH THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE AUDIBLE/VISUAL ALARM AUTOMATICALLY IN STORED, ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS FIRST ADDITIVE DROP REQUIREMENT RE-ROUTE EXISTING IRRIGATION SYSTEM
<br />E-4 FOR ELECTRICAL WIRING AND DETAILS. THE EVENT OF A LIQUID RELEASE AND A COMPLETE SHUTDOWN MANUALLY THROUGH THE ESO PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. AROUND TANK PAD IMPROVEMENTS AS
<br />SWITCH LOCATED ON THE KIOSK ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PRIOR TO ADDITIVE DROP, THE G.C. SHALL HAVE NECESSARY TO MAINTAIN IRRIGATION TO THE
<br />14 NEW FILL RISER SHALL BE GROUNDED WITH GROUND ROD TO PREVENT STATIC DISCHARGE DURING FILLING PLAN.THE VEEDER ROOT MONITORING SYSTEM SITE.
<br />6. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br />OPERATIONS. SEE TANK ELECTRICAL DRAWINGS, OPERATIONAL. OWNER WILL NOT SCHEDULE
<br />3. CONTRACTOR ASSUMES RESPONSIBILITY T
<br />ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE MARKED WITH PHASE TAPE ADDITIVE FOR DELIVERY UNTIL THE JURISDICTION0
<br />15 ALL NEW PIPING AND TANK TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION CODING AS FOLLOWS: 7. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO HAS AUTHORIZED THE SITE FOR FIRST DROP, ASSURE THAT THE OPERABLE SYSTEM MEETS
<br />INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VENT AND PRODUCT GOVERNING AGENCY PRIOR TO TANK INSTALLATION. VEEDER ROOT IS OPERATIONAL AND MONITORING THE DESIGN INTENT. THE CONTRACTOR IS
<br />TANK CONNECTION. THERE SHALL BE A MINIMUM FOR 4 FEET OF PIPING RUN PRIOR TO PENETRATION INTO ANY "A" PHASE = BLACK THE NEW TANK AND THE SITE IS ACCESSIBLE PERMITTED TO ADJUST SIZES AND CUTS
<br />SUMP OR CHANGE OF DIRECTION OF MORE THAN 30 DEGREES PER MANUFACTURERS INSTALLATION REQUIREMENTS. "B" PHASE = RED 8. TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S FUEL FACILITY INSTALLATION FOR DELIVERY TRUCKS. BASED ON ACTUAL FIELD CONDITIONS AND
<br />"C" PHASE = BLUE OVERSIGHT AGENT (JONES COVEY) & GOVERNING AGENCY AT THREE (3) SEPARATE INSTALLATION TECHNIQUES.
<br />i6 THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE FIRE AGENCY HAVING JURISDICTION, ALL INITIALALL CONDUCTORS SHALL BE CONTINUOUS (WITH NO SPLICES) STRANDED COPPER WITH 75-C THWN CONSTRUCTION PHASES
<br />DELIVERY REQUIREMENTS AND FORMS AND SEND TO CONSULTING CONSTRUCTION MANAGER (JONES COVEY) FOR 6 INSULATION, OIL AND GAS RESISTANT.
<br />DISTRIBUTION AND SIGNATURES. CONSULTING ENGINEER (BARGHAUSEN CONSULTING) SHALL SECURE THE OWNER'S A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST.
<br />AND INSTALLER'S SIGNATURES AND DISTRIBUTE FORMS TO THE REAL ESTATE DEPARTMENT, THE OWNER'S ADDITIVEA SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A CLASSIFIED AREA. B. TANK AND PRIMARY AND SECONDARY PIPING HYDROSTATICALLY OR PNEUMATICALLY
<br />7
<br />BUYING DEPARTMENT, THE GENERAL CONTRACTOR AND THE AGENCY'S HAVING JURISDICTION. REQUIRED FORMS CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE CONNECTED TO A SEAL -OFF. TESTED FOR 30 MINUTES INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S U M CON WT NOTE
<br />TYPICALLY INCLUDE, BUT ARE NOT LIMITED TO UST REGISTRATION AND LICENSING, MONITORING CERTIFICATION, ALL GUIDELINES.
<br />AHJ INITIAL DELIVERY REQUIREMENTS SHALL BE SATISFIED AND WRITTEN DOCUMENTATION SENT TO THE OWNER'S ALL CONDUITS SHALL HAVE INSULATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER W/ C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
<br />ADDITIVE BUYING GROUP/DEPT. PRIOR TO ORDERING ADDITIVE. ADDITIVE DELIVERY AND ALL TANK TESTING SHALL BE � #6 BARE COPPER WIRE. BOND ALL INSULATED GROUNDING BUSHINGS AND GUTTER BOX BACK TO EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
<br />COMPLETE PRIOR TO OPERATION. POWER CENTER GROUND, 9. NEW TANK CONTAINMENT SUMPS/SPILL BUCKETS AND MODIFIED FILL SUMPS/SPILL BUCKETS SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER FOR A PERIOD OF CALLING UTILITY LOCATE ® 1-800-227-2600 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT
<br />17 INSTALL NEW "POWER INTEGRITY" DATA DISCONNECT DEVICE WITH DEDICATED RECEPTACLE IN CONTROLLERH10
<br />ALL INSTALLATIONS SHALL BE PER N.E.C., ARTICLE 514. 24 HOURS TO INSURE THAT THE SUMP IS WATERTIGHT. RECORD THE TEST RESULTS AND LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
<br />ENCLOSURE. SEE SHEETS E-1 THROUGH E-4 FOR ELECTRICAL WIRING AND DETAILS. SUBMIT TO OWNERS CONSTRUCTION PM (JONES COVEY) LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
<br />ALL EQUIPMENT SHALL BE U.L. APPROVED. INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br />,g UPDATE EXISTING "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL #TLS -350R IN EQUIPMENT 10. TANK SYSTEM MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
<br />ENCLOSURE BUILDING, DUE TO ADDITIONAL ADDITIVE SYSTEM MONITORING SENSOR REQUIREMENTS. SEE ELECTRICAL GOVERNING AGENCY PRIOR TO ADDITIVE SYSTEM BEING PLACED IN OPERATION. WITH CONSTRUCTION.
<br />DRAWINGS FOR SCOPE. 1 1 INSTALL 2 IN 1 SENSOR BOXES AT ALL DISPENSERS, TYP. OF 8.
<br />11. PRIOR TO FIRST ADDITIVE FILL, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND
<br />SITE PLAN CONSTRUCTION NOTES: 12 NOT USED MONITORING ANNULAR SPACE OF TANK.
<br />1 Q POWER AND MONITORING CONDUITS. ROUTE NEW CONDUITS TO 12. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING CONDUIT SCHEDULE
<br />JURISDICTION WITHIN 30 DAYS F THE FIA INSPECTION,
<br />CONTROLLER ENCLOSURE. REPLACE ANY LANDSCAPING AND IRRIGATION AS � ALL ELECTRICAL JUNCTION BOXES SHALL BE EXPLOSION PROOF WITH SEAL -OFF ENTERING AND 0 E N L
<br />REQUIRED TO MATCH EXISTING. 3 LEAVING. SEAL -OFFS TO BE A MAXIMUM OF 18" ABOVE GRADE. AT A MINIMUM, THE LAST 2' OF CONDUIT CONDUIT CONDUIT COMMENTS
<br />ANY CONDUIT RUN ENTERING OR LEAVING A HAZARDOUS AREA SHALL BE RIGID METAL CONDUIT 13. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY # SIZE PURPOSE FILL
<br />OZ REPLACE EX. CURB IN-KIND. (TYP.) OWNER).
<br />ALL NONMETALLIC CONDUIT (IF USED) SHALL HAVE THE LAST 2' (AT CONTROLLER ENCLOSURE) 14. TANK TEST METHOD: BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE 3/4" ADDITIVE TANK FLOW METER (1) BELDEN CABLE #88760 FROM CONTROLLER ENCLOSURE TO ADDITIVE TANK TURBINE SUMF
<br />OPROPOSED CONDUIT TRENCH, SAW -CUT EX. PAVEMENT AND PATCH/REPAIR 14 OR 10' (AT SUMPS) OF THE UNDERGROUND RUN TO THE POINT OF EMERGENCE OR TO THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER INSTALLATION USING ONE OF THE
<br />AS PER DETAIL 4 SHEET C4, POINT OF CONNECTION TO THE ABOVE GROUND RACEWAY TO BE THREADED RIGID METAL 3/4" ADDITIVE SOLENOID VALVE WIRING (4) #12 THWN + (1) #12 GND. (24V) FROM CONTROLLER ENCLOSURE TO GASOLINE FILL SUMP
<br />CONDUIT. THE RIGID NONMETALLIC CONDUIT INCLUDING RIGID NONMETALLIC CONDUIT ELBOWS & FOLLOWING METHODS TD DEMONSTRATE THAT THE TANK SYSTEM IS PRODUCT TIGHT:
<br />OSAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR FITTINGS ARE REQUIRED TO BE LOCATED NOT LESS THAN 2' BELOW GRADE. TRANSITIONS TO 1) ENHANCED LEAK DETECTION ELD TEST (TRACER TIGHT rw) BY PRAXAIR OR LICENSED 3/4" ADDITIVE SOLENOID VALVE WIRING (3) #12 THWN + (1) #12 GND. (24V) LOOP BETWEEN GASOLINE FILL SUMPS
<br />MATCHING INTO EXISTING TANK SLAB. STEEL OCCURS AT THE 90 DEGREE FITTING UP, INCLUDING THE ELBOW. ALL METAL CONDUIT & AFFILIATE.
<br />FITTINGS SHALL BE ROBROY, NO EXCEPTIONS. WRAPPED RIGID METALLIC IS NOT ALLOWED. 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND ® 3/4" ADDITIVE SOLENOID VALVE WIRING (2) #12 THWN + (1) #12 GND. (24V) LOOP BETWEEN GASOLINE FILL SUMPS
<br />C,5 NEW ASPHALT PAVEMENT PER DETAIL 2, SHEET C4. APPROVED BY THE BOARD
<br />3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS 3/4" VENT SUMP MONITORING (2) BELDEN #88760 & (1) #12 GND LOOP FROM VENT SUMP TO TANK ANNULAR
<br />PRESSURE TEST BY THE BOARD IN REGULATIONS ADOPTED PURSUANT TO THE © 3/4" TANK SUMP MONITORING, ATG, (F) PLLD, HYDRO -STATIC (4) BELDEN #88760 & (1) #12 GND LOOP FROM TANK SUMP TO TANK ANNULAR
<br />C,6 GUARD POST (4) PER DETAIL 3, SHEET C4. APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND
<br />TESTED IN ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF O 3/4" TANK ANNULAR & SUMP MONITORING (7) BELDEN #88760 & (1) #12 GND FROM CONTROLLER ENCLOSURE TO TANK ANNULAR
<br />C,7 TANK SLAB PER DETAIL i SHEET C4. CALIFORNIA HEALTH AND SAFETY CODE SECTION 25292.5.
<br />® 3/4" TURBINE PUMP POWER (2) #10 THWN, (1) #10 GND. FROM CONTROLLER ENCLOSURE TO ADDITIVE TANK TURBINE SUMF
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