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<br /> W.YOSEMITEAVE. CAunON' GENERAL NOTES N
<br /> GROUND WATER LEVEL NOTE: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND Z
<br /> NEW UTIUTIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE PIPING LEGEND —G— EXISTING UNDERGROUND UTILITIES
<br /> A SOILS REPORT OF THIS SITE LOCATION HAS REVEALED THAT a
<br /> EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, (WATER, GAS, TELEPHONE , SEWER)
<br /> GROUNDWATER WAS ENCOUNTERED AT 8 TO 10 FEET BELOW THE
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<br /> {{{{{{{IIIHR 0
<br /> S BASED ON FIELD SURVEYS AND "AS-BUILT" RECORDS. THE GENERAL CONTRACTOR - - 3" OVER 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING (SMITH FlBERCAST)
<br /> QP° $ GROUND SURFACE WITH A MAXIMUM EXPLORED DEPTH OF 26.5 FEET. SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION -----_--_---- 3" OVER 2" DOUBLE WALL FIBERGLASS VENT PIPING (SMITH FlBERCAST) G'
<br /> RPINNbNiHHHHfP TANKS SHALL BE INSTALLED WITH CONCRETE DEADMEN AND FILTER (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE a
<br /> FABRIC PER MANUFACTURERS' GUIDELINES. TANK EXCAVATIONS SHALL LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE 4" OVER 3" OR 3" OVER 2" DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING (SMITH FlBERCAST)
<br /> BE PER OSHA REQUIREMENTS AND BE PERFORMED FOLLOWING THE
<br /> BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND '�' (f)
<br /> rc. ® INDICATES DISPENSER NUMBERING AND POSITION z `
<br /> RECOMMENDATIONS OF THE SOILS REPORT. BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). NOTE: O 'Q E
<br /> CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN w Lj
<br /> w INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD
<br /> _ ^'�� SOILS REPORT BY: E1 Z J
<br /> oAnlEissT °�" UTILITY CONI 4CT NOTE CONDITIONS AND INSTALLATION TECHNIQUES. S ,"`s 0-
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<br /> {{ KLEINFELDER, INC. CALRION: * PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. SIPHON z m O V
<br /> 2825 EAST MYRTLE STREET AND VENT STACK PIPING TO SLOPE 1/4" PER FOOT. rt rj) LL Q
<br /> NRIA { STOCKTON, CA 95205-4794 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, * SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT, VENT AND VAPOR RECOVERY LL
<br /> =2
<br /> 48-1DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br /> app - PIPING TO BE DOUBLE CONTAINMENT FIBERGLASS PIPE. FOR QUSTIONS REGARDING FGS BONDER CERTIFICATION AND/OR
<br /> CARL w I Z (n Q W
<br /> CARL FRANCISCO
<br /> PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL O HENDERSON, P.E. LICENSE #71115 AB-2481 PIPING METHODS AND STANDARDS, PLEASE CONTACT SCOTT WILSON AT (425) 483-3530. Q W '` Z
<br /> REPORT �} 81050.G01 MAY 9, 2007 - AND VERTICAL LOCATION PRIOR 2 CONSTRUCTION. THIS SHALL INCLUDE CALLING * -' V
<br /> COSTCO *CALE
<br /> �- UT LITY LOCATE ® i (800) 227-2800 AND THEN POT HOLING ALL OF THE ITN THE INTENT TO THIS DESIGN TO PROVIDE A TANK & PIPING SYSTEM COMPLIANT WITH AB-2481 REQUIREMENTS FOR w Z w I
<br /> CONTINUOUS MONITORING OF ALL TANK & PIPING SYSTEM COMPONENTS. ALL DOUBLE WALL PRODUCT, VENT AND VAPOR PIPING O
<br /> SITE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY SHALL BE MONITORED VIA CONTINUOUS VACUUM MONITORING. ALL TANK TURBINE SUMPS, FILL SUMPS AND DISPENSER SUMPS o � � qN ZQTANK EXCAVATION NOTE' VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHALLCONTIBE M HYDOED ATIO SENSORS ALL MOMTATIC SENSORDEVIC . ALL TANKS SHALL R SPACES SHALL BE
<br /> IED FOR USE NITO ED BY R LG-113 � ON NOT TO SCALE SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION o- x
<br /> TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE PERFORMED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR AND THE NATIONAL LEAK DETECTION WORKGROUP. g Q
<br /> SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL z m
<br /> FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT. TANKS o w w — w
<br /> VICINITY MAP LOCATOR MAP EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TANK AND PIPING INSTALLATION NOTES m Z Q
<br /> SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING - U
<br /> CONTRACTOR. INSTALL' SPACE MONITORED) BY 30,000
<br /> VEED"VEON EDER ROOT" TLS-350R TTANKUTIONS" DOUBLE WALL FIBERGLASS TANKS WITH AND PIPING MONITORING AND ALARM SYSTEM. TANKS SOSTATIC TO BE SET MIN.
<br /> ' ' ' ' $ 0 N
<br /> DEWATERING NOTE 50" BELOW FINISH GRADE. SEE DWG. T-2 FOR ADDITIONAL INFORMATION. SEE SHEET T-3 FOR TANK INSTALLATION Y Y Y Y Y
<br /> FIRST FUEL DROP REQUIREMENT:
<br /> BASED UPON 111E GEOTECHNICAL REPORT, DEWATERING OF THE TANK REQUIREMENTS. TANK INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TANK
<br /> FILL AND TURBINE SUMPS TO BE DOUBLE WALL AND HYDROSTATICALLY MONITORED PER LG-162-1 REQUIREMENTS. ALL TANK _ _
<br /> PRIOR TO FUEL DROP, THE G.C. SHALL HAVE THE VEEDER ROOT MONITORING EXCAVATION MAY BE REQUIRED. G.C. SHALL CONTACT THE LOCAL STORM SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. ALL TANK SUMPS AND FIBERGLASS PRODUCT AND o: m uJ
<br /> SYSTEM OPERATIONAL. COSTCO WHOLESALE WILL NOT SCHEDULE FUEL FOR WATER QUALITY AGENCY HAVING JURISDICTION OVER THIS PROJECT AND VAPOR PENETRATIONS INTO THE SUMPS SHALL BE INSTALLED BY FIBERGLAAS UNLIMITED CONTACT CHRIS SCHULZ AT (650) Q
<br /> DELIVERY UNTIL THE JURISDICTION HAS AUTHORIZED THE SITE FOR FIRST OBTAIN THEIR REQUIREMENTS FOR DISCHARGING TO THEIR STORM WATER 787-8099 TO COORDINATE INSTALLATION. 0 0 0 0 0
<br /> FUEL DROP, VEEDER ROOT IS OPERATIONAL AND MONITORING THE FACILITIES. Z
<br /> TANKS/LINES AND THE SITE IS ACCESSIBLE FOR FUEL TRUCKS INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER TANKS. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH w o n m
<br /> SHEET INFORMATION NOTE MANHOLE BY FORMING A CONCRETE CROWN WITH A 2" DROP IN 18" FROM THE EDGE OF THE MANHOLE RING TO THE o o o rn
<br /> SURROUNDING SLAB ELEVATION. TANK SLAB SHALL BE THICKENED AT TANK SUMPS TO BE JUST BELOW TOP OF TANK SUMP'S
<br /> BASE SHEET INFORMATION PROVIDED BY KIER & WRIGHT, FILE NAME Civil SECONDARY CONTAINMENT TERMINATION PER AS-2481 REQUIREMENTS. CONSTRUCT SLAB PER CIVIL SLAB INSTALLATION DETAILS
<br /> AND SPECIAL REQUIREMENTS SHOWN ON DETAILS ON DRAWINGS T-4 AND T-5.
<br /> Drawings 10-24-07.dwg, DATED 10.24.07. O3 INSTALL THREE (3) 4" EVR PHASE I APPROVED DUAL POINT FILL ADAPTERS AND CAPS.
<br /> INSTALL THREE (3) 3" EVR PHASE I APPROVED DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS.
<br /> O INSTALL ONE (1) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINE IN THE PRIMARY 30,000 GALLON UNLEADED TANK (TANK #1 SERVES EXIT
<br /> SIDE). INSTALL ONE (1) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINE IN THE SECONDARY 30,000 GALLON UNLEADED TANK (TANK #2 SERVES
<br /> ENTRANCE SIDE). THE TWO UNLEADED TURBINES SHALL SERVE SEPARATE HALVES OF THE STATION AS SHOWN. THE SECONDARY 30,000 GALLON
<br /> UNLEADED TANK (TANK #2), SHALL BE SIPHONED TO THE PRIMARY USING TANK #1 TURBINE SIPHON CHECK VALVE PORT.
<br /> INSTALL ONE (1) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINE IN THE 30,000 GALLON UNLEADED PREMIUM TANK (TANK #3). THE UNLEADED
<br /> PREMIUM TURBINE SHALL SERVE BOTH HALVES OF THE STATION AS SHOWN.
<br /> SET EACH TURBINE INTAKE AT 6" FROM BOTTOM OF TANKS. INSTALL TURBINE INTAKE FILTER SCREENS ON EACH TURBINE. IDENTIFY WITH A
<br /> J K N R BRASS LABEL THE DISPENSERS SERVED BY EACH PRODUCT PIPE WHERE IT PENETRATES THE TURBINE SUMP. CONTRACTOR TO LABEL TURBINES
<br /> AND CONTROLLERS AS TO WHICH SIDE OF THE STATION THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR
<br /> T-5 A T-5 T T-5 -5 LOSE POWER. TURBINES TO BE EQUIPPED WITH 0.1 GPH PRESSURE LINE LEAK DETECTION AND PLLD DETECTORS ARE TO BE TESTED FOR THE .t
<br /> GPH LEAK DETECTION PRIOR TO START UP, CONTRACTOR TO PROVIDE TEST DATA AT THE TIME OF PUNCH LIST INSPECTION AND SHALL BE
<br /> INCLUDED IN CLOSE OUT BINDER.
<br /> FEE 11 (T 1P. OF 3) © INSTALL 4" OVER 3" DOUBLE WALL FIBERGLASS (SMITH FlBERCAST) STAGE II VAPOR RECOVERY HEADER FOR VAC ASSISTED VAPOR RECOVERY
<br /> _ SYSTEM. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. INSTALL 3" OVER 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS.
<br /> VEEDER ROOT ALARM O __________________________ _� CONTRACTOR TO INSTALL TRACER WIRE WITH VAPOR PIPING. TESTING OF VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO W
<br /> B I T - - I I PAVING AND BEFORE STATION OPERATION. SUMP PENETRATION SHALL BE ON LONG SIDE OF DISPENSER SUMP. VAPOR LINES INTERSTITIAL SPACE J N
<br /> 0 0 o MONITOR SYSTEM I I III I
<br /> ONTROLLER I I - SHALL BE CONTINUOUSLY VACUUM MONITORED PER 1G-762-1 REQUIREMENTS. INSTALL 3" OVER 2" DOUBLE FRP CROSSOVER PIPING TO ROUTE Q O
<br /> PROPOSED TRANSFORMER o o NCLOSURE 1 3" OVER 2" FRP SLOPE n,�� VACUUM TUBING BETWEEN TURBINE AND FILL SUMPS. � do
<br /> LOCATION o ® { O _ �l - jl - I t/4" PER FT. TO TANKS III J
<br /> 1 I i I Q 07 INSTALL THREE (3) 3" OVER 2" DOUBLE WALL FIBERGLASS (SMITH FlBERCAST) GASOLINE SUPPLY ONES TO DISPENSERS. PIPING SHALL BE
<br /> e o o " INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM WIRE O D a
<br /> FROM THE FURTHEST DISPENSER SUMP DOWN TO THE TURBINE SUMPS. CONTRACTOR TO INSTALL TRACER E WITH PRODUCT PIPING. TESTING 0 � y
<br /> 0 0 0 OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STA77ON OPERATION. PRODUCT LINES �j+jr
<br /> 72 4 3 FILL, STAGE I & II INTERSTITIAL SPACE SHALL BE CONTINUOUSLY VACUUM MONITORED PER LG-162-1 REQUIREMENTS.
<br /> 18 17 14 VAPOR RETURN (TYP.) O INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS-350R IN EQUIPMENT ENCLOSURE BUILDING. SEE ELECTRICAL O
<br /> INSTALL OVERFILL ALARM 1 OOO DRAWINGS FOR EXACT LOCATION. U
<br /> AND ACKNOWLEDGE SWITCH t Q
<br /> INSTALL EMERGENCY PUMP SHUTOFF 18 7 6 I 1 1 0 INSTALL THREE (3) 3" OVER 2" DOUBLE WALL FIBERGLASS (SMITH FlBERCAST) VENT UNES. SLOPE 1/4" PER FOOT (7/8" PER FOOT MINIMUM) N
<br /> SWITCH PER DEC REQUIREMENTS TO TANKS AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. VENT LINES INTERSTITIAL SPACE SHALL BE CONTINUOUSLY
<br /> 3" OVER 2° FRP 4" OVER 3" FRP
<br /> D (3) 2" DIA. BLACK STEEL VACUUM MONITORED PER LG-162-1 REQUIREMENTS. INSTALL 3" OVER 2" DOUBLE FRP CROSSOVER PIPING TO ROUTE VACUUM TUBING BETWEEN "
<br /> _ _ _ _ 10 VENT RISER CORROSION TURBINE AND FILL SUMPS. TE CROSS-CONNECT PIPING INTO VENT VACUUM ZONE. V
<br /> _ T-2 PROTECTED TO GRADE. t0 TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY
<br /> 6 - - - - _ I I PAINT WHITE.
<br /> 3" OVER 2" FR 1 �1/8" PER FT. - A TANK #7 1 TANK #2 1 TANK #3 LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. INSTALL TWO (2)
<br /> (TYP.) O - MIN. O Li T_2 *KGuAf
<br /> UNLEADED I PREMIUM _ 1" CONDUITS W/ PULL ROPE FROM VENT RISER TO CONTROLLER ENCLOSURE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS.
<br /> 30K GAL. 30K GAL. J INSTALL HEALY CLEAN
<br /> AIR SEPARATOR ON 4'X4' 71 INSTALL THREE (3) DUAL FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSORS.
<br /> 5 .TURBINE (1"!P. OF 3) T-6 MINIMUM CONCRETE PAD3 A I 17) INSTALL BALL FLOAT/VALVE EXTRACTOR ASSEMBLIES FOR VENT & STAGE I VAPOR RECOVERY. L
<br /> 0:1 WT-3 13 INSTALL .1 GPH MAG PROBE TANK LEVEL GAUGES AT LOCATIONS SHOWN. 0OSIDE 2 1 SIDE2O
<br /> 74 TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL MANHOLES.
<br /> 1:3 LEVEL GAUGE (TIP. OF 3) '15 INSTALL 3" OVER 2" DOUBLE WALL FIBERGLASS (SMITH FlBERCAST) ACTIVE SIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. SLOPE 1/4" PER
<br /> 6 ( 22" MANWAY (TYP. 3 PLCS.) FOOT UP TO PRIMARY TANK (TANK #1). THE SIPHON UNE INTERSTITIAL SPACE SHALL BE CONTINUOUSLY VACUUM MONITORED PER LG-162-1. -
<br /> 4" OVER 3" FRP 1JW
<br /> 16 INSTALL EIGHT (8) GILBARCO ENCORE-500 SERIES, SINGLE HOSE PER SIDE, MUL11-PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED fJ7
<br /> 18 Ir A B C L WITH VAPOR ASSIST STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR Q
<br /> 7 1 a T-4 T-4 T-4 T-5 G H L SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFERS. DISPENSER SUMPS SHALL BE DOUBLE WALL TO AT LEAST THE BOTTOM OF � N
<br /> 3" OVER 2" FR I T-4 T-4 T-5 CONCRETE DRIVE SLAB AND HYDROSTATICALLY MONITORED PER LG-162-1 COMPLIANCE OPTION. ALL CONDUITS ENTERING THE DISPENSER SUMPS
<br /> 7/8" PER FT. D E F L SHALL BE PVC COATED RIGID. SEE SHEET T-6 FOR TYPICAL INSTALLATION DETAILS. START UP BY OWNER'S REPRESENTATIVE. GENERAL
<br /> 6 1 B CONTRACTOR TO PURGE LINES WITH A MINIMUM OF 200 GALLONS THROUGH EACH HOSE/NOZZLE. ANY AIR POCKETS OR START UP PROBLEMS N
<br /> 3" OVER 2" FR 1 T-4 T-4 T-4 T-5 T_2 s
<br /> DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE .BILLED BACK TO THE CONTRACTOR. AFTER � _L
<br /> I A E PURGING THE PRODUCT LINES OF AIR AND BEFORE THE AATESTING, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED GASOLINE FILTERS m
<br /> (T�•) _ 3" OVER 2" FRP T-2 7-3 WITH THE OWNER SUPPLIED FILTERS. ALL CONDUIT ROUTED TO DISPENSERS SHALL BE PVC COATED RIGID. a
<br /> O _ O ACTIVE SIPHON 15 OBSERVATION PORT 17 FILL AND STAGE I VAPOR RECOVERY RISERS & ANNULAR RISER SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING <V 0
<br /> (TYP. OF 2) OPERATIONS. SEE TANK ELECTRICAL DRAWINGS.
<br /> 0° I ❑
<br /> 18 ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL OFESSIp
<br /> O SIDE 2 I 2� _ USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VAPOR RECOVERY MANIFOLD. THERE SHALL BE A MINIMUM FOR 4 FEET OF PIPING QR N4!
<br /> 5 7
<br /> RUN PRIOR TO PENETRATION INTO ANY SUMP OR CHANGE OF DIRECTION OF MORE THAN H DEGREES PER MANUFACTURERS INSTALLATION y6
<br /> I REQUIREMENTS. �`� HAL BB
<br /> g 1 � 19 THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE UST AGENCY HAVING JURISDICTION, ALL INITIAL DELIVERY REQUIREMENTS AND w m
<br /> 4" OVER 3" FRP I g T-2 (TYP-) FORMS AND SEND TO CONSULTING ENGINEER (MULVANNYG2 PM) FOR DISTRIBUTION AND SIGNATURES. CONSULTING ENGINEER (MULVANNYG2 PM)
<br /> 18 E SHALL SECURE THE OWNER'S AND INSTALLER'S SIGNATURES AND DISTRIBUTE FORMS TO THE REAL ESTATE DEPARTMENT, THE OWNER'Sqq
<br /> 1 w GASOLINE OPERATIONS DEPARTMENT, THE GENERAL CONTRACTOR AND THE UST AGENCY HAVING JURISDICTION. .REQUIRED FORMS TYPICALLY
<br /> INCLUDE, BUT ARE NOT LIMITED TO UST REGISTRATION, UST NOTIFICATION AND UST CERTIFICATION. ALL AUTHORITIES HAVING JURISDICTION �Q
<br /> 3" OVER 2" FR I \ INITIAL DELIVERY REQUIREMENTS SHALL BE SATISFIED AND WRITTEN DOCUMENTATION SENT TO COSTCO WHOLESALE GASOLINE OPERATIONS PRIOR T C I V 1
<br /> 1/8" PER FT, III To TO ORDERING GASOLINE. GASOLINE DELIVERY AND ALL TANK TESTING SHALL BE COMPLETE PRIOR TO OPENING. f OF CALVE 1,D
<br /> 6
<br /> 3" OVER 2" FR - 20 INSTALL (1) NEW VEEDER-ROOT FLOW METER AT EACH NEW DISPENSER, AND A NEW VEEDER-ROOT VAPOR PRESSURE SENSOR AT DISPENSER
<br /> LOCATED CLOSEST TO THE TANKS PER CARE EXECUTIVE ORDER VR-202-E COMPLIANCE REQUIREMENTS. SEE SHEET T-6 FOR INSTALLATION r
<br /> (TYP-) _ I I DETAILS. o a
<br /> O __ Q Y •c z - z
<br /> COMPLIANCE NOTES
<br /> ❑❑ ❑° I
<br /> 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND N � 1
<br /> SIDE 2 I SIDE 20 EQUIPMENT LOCATIONS ml w -'I o
<br /> 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE m m v $
<br /> z CALLED TO THE ATTENTION OF THE OWNERS CONSTRUCTION PM OR MG2 PM FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. a = s o
<br /> L L 6 0
<br /> e OVER 3" FRP I I 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN " G
<br /> I DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND.
<br /> 16'
<br /> 7 , w 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS.
<br /> 3" OVER 2" FR a a
<br /> / R = 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND
<br /> 1/8" PFT. 1 \ GOVERNING AUTHORITIES. .to e5
<br /> (50 o
<br /> 3" OVER 2" FRI 6. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. Z w in
<br /> (TYP.) _ 7. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. N
<br /> u a < a
<br /> uj 74 = g 8. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. z�
<br /> GILBARCO SINGLE HOSE PER O 9, TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY AT FOUR (4) > N N N S Z
<br /> SIDE, 2 PRODUCT MPD EO ❑ SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS): d p N
<br /> C E F G H ASIDE 2 SIDE 24 Q 33 A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST IN .A000RDANCE WITH MANUFACTURER'S GUIDELINES. o rn co m z2c ro
<br /> T-6 T-6 T-6 T-6 T-6 16 1 t 3 B. TANKS AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. N ¢ g w \
<br /> 20 C C. INSPECTIN OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH n N N Z z d
<br /> (NP. OF 8) T-2 MANUFACTURER'S GUIDELINES. rn
<br /> D. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. 04 z N N
<br /> 10. ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO °,� Y „d�� (=n o
<br /> TOP OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND
<br /> SUBMIT TO. OWNERS CONSTRUCTION PM OR MG2 PM.
<br /> 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO
<br /> .; TANK SYSTEM BEING PLACED IN OPERATION. 'yd
<br /> ` o o 3 J 12. PRIOR TO FIRST FILL, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER SUMPS. � � N
<br /> z
<br /> 13. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. �p �''"� a
<br /> r 14. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER).
<br /> INSTALL EMERGENCY PUMP - yJ o
<br /> (1 SHUTOFF SWITCH PER UFC �15. TURBINE AND FILL SUMPS SHALL BE EQUIPPED WITH MAGNOSTRICTIVE DISCRIMINATING LEVEL INDICATING SENSORS LISTED AND APPROVED PER
<br /> REQUIREMENTS /=V LG-113. IMMEDIATE POSITIVE SHUTDOWN UPON ANY GASOLINE OR WATER LEVEL AT OR ABOVE 2". R
<br /> .. 16. TANK TEST METHOD: BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED E
<br /> AFTER INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK SYSTEM IS PRODUCT TIGHT:
<br /> SCALE.1=19 Cell Tog Froo 1) ENHANCED LEAK DETECTION ELD TEST (TRACER TIGHT w) BY PRAXAIR OR LICENSED AFFILIATE. N
<br /> 1 (�®®) 2Z7—Z60O UNDERGROUND
<br /> ® /` �� AND
<br /> {® �Ipin'/'\ �I�� PLA
<br /> 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD
<br /> 20 TWO �aa11 1 V /L-,\ H�\91 1 1 q[�L�1 1 H 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN REGULATIONS
<br /> a .� �,,,& WORKING DAYS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED IN 0) m I n
<br /> BEFORE YOU ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS Of CALIFORNIA HEALTH AND SAFETY CODE SECTION 25292.5. a r
<br /> DIG 5
<br />
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