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F u n L 1p lr= Q O WOUPN11�15aO4VUV'CE RVOTESa 38. TOP OF TANK ELEVATION: TO CALCULATE TOP OF TANK ELEVATION. START WITH 18' MINIMUM LEAK ryK/ EI� TTEC7 H S�g(��. EM NOTES; 1��()nOFA(V,1(fic�/,VT 11 USTo 2®EI(IOFBN,V,7ENT E,VI®yESa DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST DISPENSER AND SLOPE 1/4' PER FOOT h�QW DI5 II L6�b 0 S®IN tB1 11 m7 0 LSUuU IMI® 0 IG B l6 14+1 IPIMIIGUV M IS D IS W G`U1A11511C1 U IN 11 ImIDi MLXIMUM TO i/16" PER FOOT MINIMUM. ADD 12' AT TIE TANK. ADD I�' (FOR 3 PIPE) I . WARNING: 1. OVERFILL TUBE: OR REFERENCING ALL F FOR A CHANGE IN PIPING DIRECTI OTHER a . SET TANKS 6" i T 1. TANf. SUPS AND PANS: 1. ARCHITECTURAL AND CIVIL DRAWINGS SHAH TAKE PRECEDENCE F OR 8 ( OR 2 ) G ON 90 OR 5 MONITOR SENSOR & PROBE WIRING IS INTRINSICALLY SAFE WIRING AND MUS BE SEPARATED -EBV 708-410-01 AUTO/PINI TOR DIMENSIONS, PROPERTY LINES, ELEVATIONS, AND EQUIPMENT LOCATIONS. DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS FROM ALL OTHER WIRING AND INSTALLED IN SEPARATE CONDUIT. MAXIMUM CABLE LENGTH DESCRIPTION WANITY IN VSE -TO PREVENT OVERFILL OF TANK 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE THAN 4'-0' BELOW FINISHED GRADE OR DEEPER THAN 7'-0' BELOW FINISHED GRADE. SEE BETWEEN MONITOR CONSOLE AND SENSORS IS 1,000 FEET. -CAN BE SET UP TO 95% TANK CAPACITY STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FORM 1/4" 2• WARNING: C. (E) iIBERCLA55 sY PIPING SUMPS. 1 YES 2.UNDANKONCOUNDTANKS EXISTING OWNER'S ENGINEER 3. GENERAL CONTRACTOROSHALL OBTAHIS SINONECESSARYPPPERMITING FROMITH THETHE DIVIISSION OF INDUSTRIAL 39. PER OFFSHALL BE WORK AREA WIITTHE6' TO CHAIN LLINKEF NCE. AT THE END OF EACH WORK DAY 3. CAUTIIONMAINTAIN INTRINSIC SAFETY, THE JUNCTION 80% MUST CONTAIN ONLY WIRE SPLICES. 2 TURBINES AND TAN( TRIM STEEL WEST STAR SAFETY (STATE OF CALIFORNIA)SEQUI FOR O DESCEND. OF TRENCHES 5'-0' OR MORE IN DEPTH SECURE 40. WHEN EXISTING SITE IS BPANELS EINGHER. 120 VAC DEMOLISHED, FLUSH, CUT. AND REMOVE PRODUCT LINES MISWIRIINGT IRING MUST S NOT COVERED BYT BE CWA CONNECTED TO INSTALLLINGCCONTR CONTRACTOR BE S. HELDf FROM DESCRIPTION WANITY IN USE 4 1AW FILL EBW 778-100-01 FILL ADAPTER INTO WHICH A PERSON IS REWIRED 10 DESCEND. FROM TANKS TO DISPENSER ISLANDS. REPONSIBLE. EBW 77]-201-01 FILL CAP 4. GENERAL CONTRACTOR SHALL PROVIDE 5 WINKING DAY NOTIFICATION TO GOVERNING AGENCY C. EBW 781-318-12 18' DIAMETER SECURED HANDLE. 1 YES S. $IMP$ ENVIRONMENTAL INC. PROIOR TO TANK INSTALLATION AND ALL INSPECTIONS. 41 . REMOVE ALL EXISTING FUEL DISPENSERS, ISLANDS, BARRICADES, NEL LINES, AND 4, INSTALL TAM( MONITOR SYSTEM PER IFOR MONITOR CONSOLE INSTAILAflON OM THETIWS, S. TANK SYSTEM 70 BE INSPECTED BY OMRER'S ENGINEER & GOVERNING AGENCY AT FOUR 4 CONCRETE AND ASPHALT SURFACES AS REWIRED IN PREPARATION FOIL INSTALLATION Of NEW S. INSTALL METAL CONDUIT OR RACEWAY FOR MONITOR LIGNWI POWER FROM THE POWER OW PANEL TO D. EBW 781-433-12 36" DIAMETER SECURED MANHOLE. 1 YES PIPING SUMP-WESTERN FIBERGLASS J2' OCTAGON ( ) THE MONITOR CONSOLE LOCATION. CONDUIT MUST ALIGN WITH THE DESIGNATED POKER DISPENSER DRIP PAN WESTERN FIBERGLASS EW IP./MATERIAL AS SHOWN ON DRAWINGS. F. ESN' 705-]70-05 5 GALLON OVERFILL MANHOLE(DIESEL) I YES 6. GENERAL NOTES SEPARATE CONSTRUCTION PHASES AS REQUIRED: KN1�Rp�Cg�WT WIRING. NEVER RUN THESE WIRES IN THE SME CONDUIT OR WIRING TROUGH AS I. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST. @. INSTALL SHORING IN TANK tglE AS REWIRED (IF REQUIRED,, AT E%TR0. COST). pOWiiR WIRES. AON170Ft 1) EBW 970-400-01 JUNIOR AUTO/STICK CONSOLE CONTRACTOR/HAZARDOUS WASTE LIC. /605142 K. EBW 777-201-01 Flll LA0. 1 YES 2. TAM( AND PRIMARY PIPING HYDROSTATIC ALLY OR INCLUDING TESTING, TESTED FOR 30 MINUTES 43. EXCAVATE AS NECESSARY FOR THE INSTALLATION OF NEW TANKS. g. RUN RIGID METAL CONDUIT FOR PROBE AND SENSOR WIRING FROM THE MONITOR CONSOLE TO h IN-TA PROBE INPUTS UNDERGROUND TANK REMOVAL . TANK INSTALLATION 3. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING. IN ACCORDANCE WITH 41. THE OWNER SHALL PROVIDE FOR TRANSPORTATION AND DISPOSAL OF EXCAVATED SOIL AFTER THE LOW VOLTAGE WIREWAY. CONDUIT MUST ENTER THE MONITOR WHERE KNOCKOUTS ARE L. EBW 778-301-01 ITEC ADAPTER. 1 YES 8- LIQUID SENSORS INPUTS MANUFACTURER'S GUIDELINES. COMPLETION OF ANY NECESSARY REMEDIATION, INCLUDING AERATION. M. EBW 708-450-01 AUTO LIMITOR 11 OVERFILL TUBE 1 YES 2- RELAY OUTPUTS SERVICE STATION BUILDING & EQUIPMENT . REMEDIATION 4. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. PROVIDED. NO OTTER CONDUIT ENTRY IS PERMITTED. ALWAYS KEEP PROBE AND SENSOR LIQUID SENSOR (2) L-S3A UG & ABOVEGROUND TANKS . CANOPIES 6. ALL TANK SUPS AND UDDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY 45. INSTALL FILTER FABRIC LINER IN TANK HOLE PER DRAWINGS.. (IF REWIRED) WIRING IN A SEPARATE CONDUIT OR WIREWAY FROM ALL OTHER WIRING. 3 TANG MONITp11NG INVENTORY PROBES: (1) EBW 960-090-018 TESTED (LEAK TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE 46, INSTALL TANKS AS SHOWN ON SPECIFICATIONS AND PER MANUFACTURE'S INSTRUCTIONS. TANK 7. ALL U.G. CONDUIT TO TANKS & DISPENSERS SHALL BE RIGID GALVANIZED (RSG) OR PVC SCH. ALARM WILL BE VISUAAL AND AUDIO ALARM 24 HOUR EMERGENCY SERVICE SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE BEDDING AND BACKFILL SHALL MEET TANK MANUFACTURES. GUILD LINES. TANK BURY 40 AND SMALL BE BURIED O 24" MIN. WITH FINAL 24' TO ANY LOCATION TO BE RSG. ALL DESCRIPTION WANITY IN USE UNIT WILL SHUT DOWN FUELING SYSTEM WITH UNAUTHORIZED RELEASE, IN PIPING TAW INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. DEPTH SHALL BE CALCULATED BY THE GENERAL CONTRACTOR PO PROVIDE A MIN, 1/4' PER OTHER FITTINGS TO BE GALVANIZED STEEL. SOUPS, DISPENSER DRIP PANS & POWER DISCONNECTED FROM LEAK MONITOR FOOT SLOPE ON ALL PIPING TO TANKS. 8. WIRING BETWEEN PROBES, SENSORS AND THE MONITOR CONSOLE IS DESIGNED SUCH THAT A. EBW 970-400-01 AUTO STIK JR. CONSOLE. 1 YES (FAIL SAFE SYSTEM) 4688 W. JENNIFER /101 TEL: 559-277-9378 7. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND 47 INSTALL EQUIPMENT AS LISTED IN EQUIPMENT LIST. ELECTRICAL POWER TO THE PROBE AND SENSOR WIRE IS LIMITED SO THAT THERE IS S. EBW 960-120-132 LIQUID INVENTORY LEVEL PROBE. 1 YES FRESNO. CA. 93722 FAX: 559-277-0106 APPROVED BY GOVERNING AGENCY PRIOR i0 TANK SYSTEM BEING PLACED IN OPERATION. INSUFFICIENT ENERGY PRESENT TO IGNITE THE FUEL. TO MAINTAIN THIS SAFETY FEATURE, 8. AN UNAUTHORIZED TO RELEASE RESPONSE PLAN OUST BE SUBMITTED AND APPROVED BY GOVERNING t8. INSTALL NEW FIBERGLASS PRODUCT, VENT & VAPOR LINES PER SITE PLAN, STANDARD TANK PPOgE AND SENSOR WIRES MUST BE INSTALLED IN SEPARATE CONDUITS FROM ALL OTHER C. EBW LOM KIT AD SENSOR. 2 YES AGENCY PRIOR TO TMA( OPERATIONS. DA. ROD AND PER SCHEDULE 75-SCBELOW: D. EBW 90037 NIT ADAPTERS t YES 9. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY. A. PRODUCT PIPING: APT PAS RBOC SECONDARY FLEX PIPING $LEVE IN 4' FLEXOR EQUAL) g, INSTALL A WEATHER PROOF ELECTRICAL JUNCTION 00% WITH GASKETED COVER ON THE END OF © 2002 WEST STAR ENVIRONMENTAL B. VENT PIPING: SAME AS ABOVE 10. NALLAT MATERIALS SHALL BE COMPATIBLE LOCA WITH USE FOR THE INTENDED PURPOSE AS PER EACH CONDUIT RUN AT THE PROBE AND SENSOR LOCATIONS. SUREGASKETING OR SEALING COAPWND DESCRIPTION WANITY IN USE THESE DRAWINGS. DESIGN SKETCHES. IDEAS. DOCUMENTS. NATIONALLY RECOGNIZED CODES, LOCAL CODES AND CAVERNING AUTHORITIES. C. VAPOR PIPING: SAME AS ABOVE WITH 2" AND 3" PIPING AS NOTED ED PLANS. MUST BE USED AT EACH ENTRY TO THE JUNCTION BOX TO ENSURE A WATERPROOF JUNCTION. A. JOUR 2' BALI VALVE 2 YES LEAN}A�DRAHER(ME$ENTSgApEFNryD OTH R INNOMMiLO{LSN11. UVE 12. THEE CONTINUOUS NIDUS TANK ARE APPROVEDTH THE PRODUCT FTORED.ORUSE 0. SECONDARY 3" A.O. SMI TN RED THREAD IIA PIPE AND f1TiINGS. t0' PROBE ANDULL TWO CSWEDNUCTOR MIESbNCEED UPL TO THREE PROBES AND BETWEEN THE FIED`/E1 T5EN50RCONSOLE WELL BE AND N48 TR T AND ONRfE VA; $S EI�1„y TCD�EHXATHNEIiNER PRODUCT PIPING: ^jy'�C' E WITH THE CONTINUOUS MONITORING SYSTEM. SEE SPECIFICATIONS AND ASSOCIATED LISTINGS E. STEEL PIPING: AALL PIPING OTHER THAN FIBERGLASS SHALL BE BLACK IRON WIRED THROUGH THE CONDUIT, BE SURE TO USE A DIFFERENT COLOR CODE FOR EACH 7T pryp�Cy MEN Tj85[ OyTH INF T CpWTA LNED [ IN LG113-12. GRADE EASHALDL BEPE IS DWBLEONRAPPED WITH TM IOLMSLEEPYC,P7APE�ON 11 , iHENENSTALLAT10H5LOR S1ALLCOMPLYOR LWITHLDED WIRING THE NATIONALELECTRICAL CODE; FEDERAL, STATE T � TILE%CEPTGAGEPECE I�iIG DINSTRCTGDE84D I3. ALL MATERIALS TO BE USED (PIPING, COUPLINGS, SEALANT. ETC.) SHALL BE COMPATIBLE, 0g0 HER AND USED AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES NOTE: PERSONS INSTALLING PIPING MUST BE CERTIFIED AS HAVING BEEN TRAINED BY AND LOCAL CODES; AND OTHER APPLICABLE SAFETY CODES. ETI S9TARPHOTGRONQN� N A`S. N�O IRQEP UUCL�A C 1pEESg7 14. ALL CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S THE PIPING MANUFACTURER. 12. SPECIAL NOTE: IT IS THE INTENT OF THIS DESIGN THAT ANY FAILURE OF THE LEAK ISTRIBLITE WI NOU HE EXPRl ITTC SENT OF SPECIFICATIONS. 49. INSTALL NEW VENT RISERS AS SHOWN ON SITE PLAN. INSTALL SWING JOISTS OR FLEX DETECTION SYSTEM. THAT ALL POWER TO THE PRODUCT PUPS WILL BE INTERRUPTED. RTE5555TARE NAI�I� E¢ ¢N¢TpA UMNNOO HINC CONOORRI5. TANt TEST METHOD: UNDERFILL WITH ULLAGE TANK TIGHTNESS TEST METHODS: PRODUCT LEVEL CCNNECTOMRS AT 80tTOM OF VENT RISERS. 13. CERTIFIED INSTALLERS-ALL MANUFACTURES TRAINING REQUIREMENTS SHALL BE MET BY DISC1,0 d0 ANYHP 0. ON FENRMpR1� ppNBTORR IN THE GAN( TIGHTNESS TEST METHOD K RATTED TO THE OVERFILL PREVENTION DEVICE SET 50. PIPING SYSTEMS SHALL BE TESTED AS FOLLOWS: CONTRACTOR INSTALLING PROBES AND WIRING TO MONITORING SYSTEM AS WELL AS DISPENSER Y PU5RPoSFENWy fI RTpHONUAE THE-JE ;ll WRITTINCR N^LOF POINT-05% (HIGH LEVEL TO WHICH A PRODUCT CAN BE ADDED TO THE TANK) OR THE TANK A. PETROLEUM PIPING TEST PROCEDURE: WIRING. I�ESiWILL BE RETURNED TO ^Nf' $iM S M TIGHTNESS TEST METHOD CERTIFICATION LEVEL. OR IN ANOTHER METHOD THE PRODUCT LEVEL 1 . CONTRACTOR SHALL NOTIFY LOCAL INSPECTORS AND COMPANY REPRESENTATIVES 14. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO NOTIFY THE VEEDER ROOT ��ypq��payp�! REWEST VI ATT WILL BE PROSECUTED TO THE IN THE TANK IS RAISED TO THE REGULATORY LEVEL OR THE TEST EQUIPMENT CERTIFICATION PRIOR TO ANY TESTING WITH AT LEAST A 24 HOUR HOT I CE. DISTRIBUTOR FOR STARTUP. tVLL EXTENT 6F THE LAW. LEVEL, WHICH EVER IS HIGHER, AND THEN THE CERTIFIED VOLUMETRIC TEST IS CONDUCTED. 2. CONFIRM TESTING PROCEDURE WITH LOCAL AGENCIES PRIOR TO TESTING. 15. SEE MANUFACTURES WIRING DIAGRAM FOR SPECIFIC WIRING AND FURTHER IN INFORMATION. THIS TEST SHALL BE FOLLOWED BY THE ULLAGE TEST METHOD. WHICH EVER IS HIGHER, AND 3. FLEX PIPING PRIMARY/SECONOARY PIPING TO BE TESTED AT THE SAME TIME. WIRE THE EOUIPMENT AS REQUIRED BY THE MANUFACTURES WITHING DIAGRAMS. THEN THE CERTIFIED VOLUMETRIC TEST IS CONDUCTED. THIS TEST SHALL BE FOLLOWED BY 4. PRIMARY TESTING: 16. EACH TURBINE RELAY IS TO BE WIRED INTO THE MONITOR CONTROL SO THAT AN ACTIVATION CONTRACTOR, THE ULLAGE TEST METHOD, WH MOH IS THIRD AINPARTYL CERTIFIED TO DETECT LEAKS FROM THE (I) UPON COMPLETION OF PRIMARY PIPING AND BEFORE TESTNG. SECONDARY HAS OF TURBINE SIOE SUMP PROBE OR ANNULAR SPACE PROBE WILL SHUT DOWN THE TURBINE FOR PORTION OR THE TANK WHICH DOES NOT CONTAIN LIF ID. TO BE INSTALLED PRIOR KI GLUING OF PRIMARY. TEST IS TO BE CONDUCTED THAT TANK. 16. GENERAL NOTED OTHER SHALL PROTECT ALL EXISTING FACILITIES THAT ARE TO REMAIN AT THREE TIMES THE WORKING PRESSURE OF THE SYSTEM OR NOT TO EXCEED 80 17. FUELING POINTS: UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REPAIR OR REPLACE, TO THE SATISFACTION PSI . L-}-DIESELL PIPING SUP WEST STAR OF THE OWNER'S REPRESENTATIVE, ANY EXISTING FACILITIES THAT ARE DAMAGED BY THE (a) BEFORE APPLYING PRESSURE, VERIFY THE FOLLOWING HAVE BEEN L- ANNULAR CONTRACTOR'S OPERATIONS. COMPLETED: 17. ALL EXCAVATIONS SHALL BE PERFORMED IN COMPLIANCE WITH OSHA AND STATE -VERIFY SHEAR VALVES ARE CLOSED. TRENCHING O THE CONTRACTOR IS WORK PRA TO THE OSHA BOOKLET, 'EXCAVATING AND -VERIFY THE BALL VALVE CLOSEST TO THE TURBINE IS CLOSED. ENVIRONMENTAL WORK. -THERE OPERATIONS, FOR SAFE NORM PRACTICES GUIDE" FOR PERFORMING EXCAVATION: -THERE MUST BE TWO (2) GAUGES (0-100 PSI) PER PRODUCT BEING .18. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH "AS TESTED. INCE BUILT' DRAWINGS OF ALL ITEMS INSTALLED BY THE CONTRACTOR. AS GUILTS' SHALL (b) PROCEDURES TO FOLLOW' WHEN APPLYING PRESSURE: '4T/A fdBI1P �il 1.41® 00®IdBIAF�F2M1T2 �FS12AA�2�/I�/A'T�®MB BE COMPLETED ON-SITE. -MAKE SURE PERSONNEL ARE KEPT AWAY FROM PIPING SYSTEM DURING TANK SLAB CONCRETE II l5 PEC If' A4 A 0 IN 19. CONTRACTOR SHALL PROVIDE A WORK SCHEDULE TO THE OWNER BEFORE COMMENCING ANY ANY TIME INITIAL PRESSURIZATION IS BEING APPLIED. I. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: CONSTRUCTION WORK. -APPLY PRESSURE IN 15-20 PSI INTERVALS UNTIL REACHING A MAXIMUM A. CONCRETE; REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU. FT.) 20. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND APPROVALS AND SHALL OBTAIN" AT OF 60 PSI . B. CEMENT: TYPE 11. SULFATE RESISTANT THE COMPLETION OF THE PROJECT, ALL CERTIFICATES REWIRED TO OPERATE THE FACILITY. -DARK CRITICAL PRESSURES ON GAUGES WITH ELECTRICAL TAPE AT THE C. AGGREGATES: ASTM C33. (MAXIMUM SIZE 3/4 INCH) 4688 W. JENNIFER /101 GENERAL pp qp/�(�IIBq LONE 1�D gPE� BEGINNING Cf EACH TEST. D. 28 DAY CONCRETE 2.500 PSt-SLAB (DES ION BASED ON 2,000 NO SPECIAL FRESNO, CA. 93722 GEN(5((T}(4 L B ANA A LONE INO II IEeg -BOM TEST PIPING WITH (t) CUP DISH SOAP TO (2) GALLONS OF WATER, STRENGTH (1.c): INSPECTION REWIRED) 559-276-5410 SPRAY FITTINGS AND OBSERVE WITH A MIRROR TO SEE UNDERSIDE AND E. SCUP: 3"tt":4" MAXIMUM AT POINT OF PLACEMENT ALL TAAND LINE INSTALLATIONS SHALL BE PERFORMED BY A LICENSED CONTRACTOR. ALL AROUND FITTINGS. OBSERVE FOR BUBBLE AS EVIDENCE OF A LEAK. F. SHRINKAGE: 0.05% MAXIMUM NK CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF TANKS AND PIPING. -AFTER PROVIDING SYSTEM TIGHTNESS. APPLY 60 PSI PRESSURE, HOLD G. ENTRAINED AIR RANGE: 2% TO 4% OWNER: 1. THESE PLANS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE AN EXACT FOR ONE MINUTE, THEN RELEASE PRESSURE. REPEAT PRESSURIZATION 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES (UNLESS OTHERWISE NOTED -- REPRESENTATION OF THE FINAL PRODUCT. GENERAL CONTRACTOR TO RELOCATE, MODIFY, CYCLE A MINIMUM OF (5) TIMES. ON THESE DRAWINGS) OR MAKE ADJUSTMENTS TO PROVIDE A COMPLETE AND WORKING SYSTEM, CONSISTENT WITH -UPON COMPLETION OF THE ABOVE TESTS, KEEP PRESSURE AT 60 PSI FOR 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1:2 1/2 - 3 1/2, WITH A MAXIMUM THE INTENT OF THE DESIGN. CONTRACTOR SHALL USE THESE DRAWINGS ONLY AS AN AID. A MINIMUM OF (3) HOURS. OBSERVE PRESSURE GAUGES FOR ANY LOSS. 7 1/2 GALLONS OF WATER PER SACK. CONTRACTOR SHALL COMPLY WITH ALL STATE, FEDERAL AND LOCAL TIONS & SPECT -SYSTEM SHOULD BE KEPT AT 20 PST FOR DURATION OF CONSTRUCTION AND 4. REINFORCING STEEL FR TANK SLABS SHALL BE 5X5-4/4 NOUN WELDED WIRE FABRIC OR /3 BARS 2. TANKS SHALL DE INSTALLED PER TURK MANUFACTURE'S LOWINGEMETH EDS & SPECIFICATION. SHALL BE CHECKED FREQUENTLY. O I6" O.C. EACH WAY, SUMP CAGES SHALL BE /3 REM TOP AND BOTTOM. 3. TANK BURIAL WITH SHALL BE DETERMINED BY THE EWER VENT ALINED. 5. SECONDARY TESTING: 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. LODI MEMORIAL A. STARTING WITH THE FARTHEST PIPE BURIAL, WHETHER VENT LINES FROM VENT RISERS OR PRODUCT LUES NT S DISPENSERS, ALLOW 1/4" PER FOOT SLOPE BACK TO TANK (I) UAW COMPLETION OF SECONDARY PIPING AND BEFORE PLACEMENT OF ANY 8. SPACE CONCRETE DIRECTLY FROM TRUCK INTO CHAPTER 00 NOT PCWP CONCRETE ED. HOSPITAL TURBINE CREINFORCED SUMP. BACKFILL. TEST SECONDARY PIPING AS OUTLINED BELOW. TEST AS 5 PSI AND SPECIAL INSPE ION, IN ACCORDANCE WITH CHAPTER 1 OF THE UBC, IS PROVIDED. 4. CONSTRUCT A REINFORCED 6" CONCRETE NT SLAB. SET MANHOLE COVER I-1/2' ABOVE SLAB. AT NO TIME EXCEED 10 PSI. BEFORE APPLYING PRESSURE, VERIFY THE ]. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER (SLAB CROW I-1/2' MINIMUM CONCENTRIC). FOLLOWING WIVE BEEN COMPLETED: AT LEAST 7 DAYS BEFORE PLACING CONCRETE. 5. INSTALL BLACK IRON RISER FOR VENT CONNECTIONS WITH EXTRACTOR TEE AND BALL FLOAT (a) -VERIFY ALL SECONDARY CONTAINMENT BOOTS ARE IN THE CLOSED S. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR, VALVE. POSITION AND THAT ALL CLAMPS ARE SECURE AND TIGHT. g, BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND 6. INSTALL SUBMERSIBLE PUMP WITH LEAK DETECTORS OR EQUAL (MANHOLE COVERS TO BE -THERE MUST BE TWD(2) GAUGES (0-15 PST) PER PRODUCT BEING TESTED. WATERTIGHT). (b) SOAP TESTING: OTHER INSERTS IN POSITION TO PREVENT MOVEMENT, 7. PRODUCT LINES (2') AND SECONDARY CONTAINMENT (3") PIPING SHALL BE 100% METHANOL -SOAP TEST SECONDARY PIPING USING THE SAME PROCEDURES AS OUTLINED 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I.-318 (SPECIFICATIONS OF THE 975 S. FAIRMONT AVENUE COMPATIBLE), U.N.O. ON PLAN. SMITH RED THREAD IIA, AMERON ALCOHOL, APT FLEX ABOVE FOR THE PRIMARY PIPING OBSERVING FOR BUBBLES INDICATING DESIGN AND PLACEMENT OF CONCRETE). LODI. CA. 95240 PIPING P-125-SC IS SPECIFIED. ALL GLUES SHALL BE PERMATED 51-0. ALL VENTS VP TO LEAKAGE, DO NOT EXCEED PRESSURES INDICATED ABOVE. 20 2F�4TA�/A 1.411 M�SP2�e 209-339-7667 GRADE SHALL BE 100% METHANOL COMPATIBLE, ALL NEW PIPING TO BE INSTALLED PER -SYSTEM SHOULD BE KEPT AT 5 PSI DURING (COMPLETION OF SITE WORK, ELSEC D W OOWLMa W 0 E MANUFACTURER'S SPECIFICATIONS. PAVING, CURBS, ETC. 1. ALL CONDUITS IN CLASS I AREA WILL BE RIGID CONDUIT, ALL OTHER PIPING SHALL BE DRAWINGS PREPARED FOR: 8. INSTALL 3" SINGLE WALL VENT LINES (ONE FOR EACH TANK COMPARTMENT) SLOPING 6. VENTS.VAPOR, AND TANK RISER TESTING: SCHEDULE 40 P.V.C. 1/4' PER FOOT MINIMUM BACK TO TANKS. PIPING MATERIALS TO BE SAME AS PRODUCT VAPOR RECOVERY PIPING MAY NEED INSPECTION 2. ALL CONDUITS WILL HAVE SEAL-OFFS. PIPING BELOW GRADE. GALV. AT VENT RISERS ABOVE. (t) UPON COMPLETION OF VAPOR RECOVERY PIPING, TEST SYSTEM AS FOLLOWS: 3. ALL WIRING WILL BE THEN OIL-GAS RESISTANCE 9. INSTALL ANNULAR SPACE MONITOR (MANHOLE COVERS TO BE WATERTIGHT) (a) BEFORE APPLYING PRESSURE" VERIFY THE FOLLOWING HAVE BEEN 4. CONDUITS WILL HAVE A 2'-0' BURIAL. WEST STAR 10. PROJECT TO BE SUFFICIENTLY BARRICADED DURING CONSTRUCTION TO PREVENT ANY COMPLETED: S. CIRCUITRY TO THE FUEL DISPENSERS AND SEAL OFFS FOR CONDUIT ENTERING AND FUEL DISPENSERS MUST COMPLY W/SECTION UNAUTHORIZED TRESPASS (VEHICLE OR PEDESTRIAN). -VERIFY ALL FILL AND VAPOR CAPS HAVE BEEN SAFETY WIRED OR BOLTED THE CLASS 1 AREA AROUND THE 11. INSTALL WARD POSTS. TO ENSURE THEY ARE NOT ACCIDENTALLY REMOVED DURING TESTING. 514.5 & 514.6 OF THE N.E.G. ENVIRONMENTAL 12. CONSTRUCT DISPENSER ISLANDS AND DRIVE SLABS AS INDICATED ON DRAWINGS. -THERE SHALL BE TWO (2) 99V (0-15 PSI) IN PUCE WITH A S PSI A GROUNDING ELECTRODE COMPLYING WITH SECTION 250-80 CCJ OF THE NEC 13. INSTALL MPD DISPENSERS WITH BOOTLESS AND BALANCE NOZZLES) WITH INVERTED COAXIAL RELIEF VALVE TO PREVENT OVERER PRESSURIZATION Of TANKS. MUST 8E PROVIDEO(NEC 250-84) VAPOR RECOVERY, MOSES, INCLUDING INVERTED COAX BREAKAWAYS, NOZZLES, AND -VERIFY ALL CAPS AND PLUGS HAVE BEEN TIGHTENED BEFORE TEST. 6.A GROUNDING ELECTROE MUST BE PROVIDED AT THIS BUILDING OR STRUCTURES. IF THE METAL FRAME OF THE CANOPY IS INTENTIONALLY RETRACTORS. INSTALL NEW PIMP RELAYS AND DISPENSER CONTROL EQUIPMENT AS (b) SOAP TESTING: (NEC 250-24). INCE INDICATED ON PLANS. -SOAP TESL VAPOR RECOVERY VENT PIPING USING THE SAME PROCEDURES ].GRWNDEO TO THE TESTING AND REBAR IT MAY BE USED AS THE GROUNDING 14. REFER TO SUPPLEMENTAL FUEL DRAWINGS FOR ADDITIONAL INFORMATION AND AS OUTLINED ABOVE FOR THE PRIMARY PIPING OBSERVING FOR BUBBLES ELECTRODE. SPECIFICATIONS. INDICATING LEAKAGE. CHECK ALL TANK RISERS , TURBINES. AND MANWAY B,A SERVICE RATED DISCONNECTING MEANS CAPABLE OF DISCONNECTING ALL 15. EMERGENCY PUMP SHUTOFF SWITCH BETWEEN 20' AND 100' FROM PUMP ISLANDS. SEE FOR SIGNS OF LEAKS. ENERGIZED CONDUCTORS ON OR WITHIN THIS STRUCTURE MUST BE PROVIDED SITE PIANS. -REMOVE PRESSURE AFTER OBSERVING FOR ONE HOUR. AT THE CANOPY.9•WIRING METHOD TO BE USED SHALL BE RIGID METAL. 4688 W. JENNIFER /101 -00 NOT LEAVE TANKS UNDER PRESSURE FOR MORE THAN 1 1/2 MO1RS. FRESH), CA. 97722 16. PLEASE NONE: COORDINATE INSTALLATION OF PIPING, CONDUITS, AND DISPENSER BOXES COLA DISCONNECT MUST BE PROVIDED WITHIN SIGHT OF EACH SIGN.(NEC 600-6) 70 HYOID CONFLICTS WITH CANOPY CW11MW FOOTINGS. 7. DUE TO WEATHERS SHALLONS, PRESSURES MAY RISE OR FALL OVER A PERIOD OF b�� DISPENSING pp 559-276-2410 17. INSTALL ALL NEW PIPING PER MANUFACTURE'S SPECIFICATIONS. TIME.ME. PRESSURES SHALL BE MONITORED AT REGULAR INTERVALS TO PREVENT FALSE 11 'M1ST DISCUONNECTSALLLL CCNDUCTCRS. TO GROUNDED(NEUTRAOL)IPMENT 18. ALL PIPING. COUPLINGS, SEALANTS, ETC.. SHALL BE COMPATIBLE WITH EACH OTHER AND READINGS. CONDUCTORS. WITH PRODUCT TO BE STORED. 8. VENT AND VAPOR RECOVERY PIPING WITH PHASE II RECOVERY. N.E.C. HAZARDOUS /4F� y��(IM� /4(�F�/� I�R((��pMy'�F�L� REVISIONS 19. ALL TURBINES ARE TO BE WIRED INDIVIDUALLY INTO MONITOR CONTROL SO THAT AN (1) CONTRACTOR IS RESPONSIBLE FOR VENT AND VAPOR RECOVERY PIPING SYSTEM BCIECW(T ZARDNd+AS S G54REA NOTES ES NO. DESCRIPTION DATE ACTIVATION OF THE SUMP MONITOR WILL SHUT DOWN THE TURBINE FOR THAT TANK . PASSING ANY LOCALLY IMPOSED TEST REQUIREMENTS. 20. INSTALL 2" MANIFOLDED VAPOR RECOVERY LINES. SLOPE 1/4" PER FOOT INTO MANIFOLD g UPON COMPLETION Of THE FUELING SYSTEMTHE FOLLOWING ITEMS ARE REWIRED: 1 . TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - FILL OPENING) 3" VAPOR RECOVERY LINE: SLOPE 1/4" PER FOOT INTO LOWEST GRADE TANK REFER TO , EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: SCHEMATIC DIAGRAM ON DRAWING. (1 ST-27 TEST. ANY PIT" BO%, OR SPACE BELOW GRADE LEVEL ANY PART OF WHICH IS WITHIN 21. SUP PIPING PENETRATIONS: (((2 ST-30 TEST. THE DIVISION 1 OR 2 CLASSIFIED LOCATION. -SUP PIPING PENETRATIONS SHALL BE MADE USING BULK HEAD FITTING (-WEAVER OR EQUAL') (3 A OVER L TEST (IF REWIRED). EXTENT OF CLASS 1, GROUP D. DIVISION 2 LOCATION: ELECTRICAL PENETRATIONS SHALL BE WOE WITH APPROPRIATE WATER TIGHT COMPRESSION ((4 PLACED IN SERVICE REPORT. UP TO IS INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FITTINGS WITH SEAL-OFFS. (WEAVER OR EQUAL). 5 METER CALIBRATION" CONFIRMED AND ADJUSTED. (RESULTS MUST BE SENT TO FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS W 5 FEET 22. SIPHON PIPING: WEIGHTS It MEASURES WITHIN 24 HOURS OF COMPLETION). FROM A TIGHT FILL CONNECTION. -INE HEIGHT OF PENETRATIONS INTO SUP FOR SIPHON PIPING VARY BETWEEN TANKS SEE (( 6) ALL METERS SEALED. 2. TYPICAL N.E.C. ARTICLE 514 CLASS I LOCATION (UNDERGROUND TANK-VENT- DRAWINGS (7))) TANK AND LINE TEST (3RD PARTY). DISCHARGING UPWARD) 23. TANK(S)! SHALL BE UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ED THE 511E (8) FUEL SYSTEM CHECK TEST, EXTENT OF CLASS 1, GROUP D. DIVISION 1 LOCATION: SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE 9 AS. BUILT DRAWINGS. WITHIN 3 FEET OF OPEN MEND OF VENT EXTENDING IN ALL DIRECTIONS. DOABLE WALL TANKS OF STEEL AS MANUFACTURED BY PLASTEEL. INSTALLATION OF TANKS (10 MONITORING SYSTEM FINAL WITH APPROPRIATE AGENCY APPROVALS. EXTENT OF CLASS 1. GROUP D. DIVISION 2 LOCATION: AND PIP[NO SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. -THE ABOVE MENTIONED LIST IS FOR REFERENCE ONLY. CITY, COUNTY, OR SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL 24. PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REWIRED, THE OTHER GOVERING AGENCIES, MAY HAVE OTHER REQUIREMENTS THAT MUST BE DIRECTIONS. SEALING BOOT IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER ADHERED TO IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM AND MEET 3. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) COIAENTS TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY PIPING TO ALL REQUIREMENTS. EXTENT OF CLASS t, GROUP D, DIVISION 1 LOCATION: THE SUMP MONITOR PROBE. 51. ALL BACK IRON PIPING TO BE PAINTED. ANY PIT" BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A 25. PIPING PENETRATIONS: ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE 52. ALL CONDUIT SHALL BE 3/4'(MIN . MIN. BURIAL AT 24' HORIZONTAL DISTANCE OF 10 FT, FROM ANY EDGE LOCATION: PIUP. CENTER OF THE SUP TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND ) EXTENT OF CLASS I" GROUP D. DIVISION 2 EXTENDING COMPRESSION FITTINGS AND RESULTANT WATER MUST BE SEALED IN SUMPS. SNAPS SHALL BE 53. INSTALL MONITORING SYSTEM WITH LIQUID SENSORS IN EACH TANK ANNULAR SPACE WITHIN 3 FEET OF ANY EDGE OF PUP, EXTENDING IN ALL DIRECTIONS. ALSO HYDROSTATIC ALLY TESTED WITH STANDING WATER FOR A PERIOD OF 4 HOURS TO INSURE AS DIRECT SLAP AND IN TURBINE SLAPS. INSTALL MONITOR CONTROL PANEL IN BUILDING UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY THAT THE SUMPS ARE WATERTIGHT. AS DIRECTED BY OWNER. INSTALL LIQUID LEVEL PROBES IN TANKS. EDGE OF PUP. 26. FILL AND VAPOR CAP HEIGHT TO GRADE THIS DIMENSION IS CRITICAL AND MUST BE ADHERED SEE SITE ELECTRICAL PLAN FOR TANK CONDUIT CONFIGURATION. 4. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) TO CONTRACTOR WILL BE REWIRED TO REINSTALL AT OWN EXPENSE ON WILL BE BACK 54. INSTALL NEW CONCRETE TANK MAT AND OTHER CONCRETE AS INDICATED ON SITE PLAN. EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES, CONCRETE TO BE INSTALLED ACCORDING TO TYPICAL CONCRETE SPECIFICATIONS. DRIVE ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN 27. TURBINE SUP SENSOR: SLAB SHALL BE 6' THICK. TANK SLAB SHALL BE 8' THICK. THE DIVISION 1 OR 2 CLASSIFIED LOCATION. SENSOR 70 BE MOUNTED AT SIDE OF THANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE SEE SPECIFICATIONS. 5. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA. 55. INSTALL DISPENSERS AND CONSOLES AS INDICATED ON SITE PLAN AND DESCRIBED IN THE EXTENT OF CLASS 1 , GROUP D. DIVISION 1 LOCATION: 26. PREFABRICATED ASSEMBLIES: A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EQUIPMENT LIST. SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87, EACH PREFABRICATION ASSEMBLY. CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." OUCH IONPRE HAS BEEN INSPECTED MEETINGRT THE REQUIREMENT OF THE CORE, 56. PATCH PAVING (MIN. REQUIREMENTS IF NO SOILS REPORT): 6. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) 29. TANK STABILITY: TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION A. ALL AREAS TO BE PATCHED MUST BE SQUARE CUT WITH PAVEMENT BREAKER OR CONCRETE EXTENT OF CLASS 1, GROW D, DIVISION 2 LOCATION: SAW. WITHIN IS INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM 30. DROP TUBE CRITICAL DIMENSION: THIS DIMENSION IS CRITICAL AND MUST BE ADHERE TO B. EXCAVATE ALL AREAS TO A DEPTH OF 6' AND REPLACE WITH 2' AC OVER 4' CRUSH (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED ROCK OR CONCRETE BASE. ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. FOR EXPENSE TO CORRECT INCONSISTENCIES. C. PATCH PAVEMENT FOR DISTANCE OF 2' AROUND ALL NEW CONCRETE UNLESS PETROAT 7. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - OUTDOOR) 31 . METHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY OVERLAY IS CALLED FOR. UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE EDGE OF ENCLOSURE. INTENDED SERVICE SHALL BE RETROFITTED INTO THE STORAGE SYSTEM. NOTE: ANY FNMA TIME AN WORK REWIRED OUTSIDE OF THE SCOPE OF CORK SHALL BE 32. MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A DONE CE A TIME AND MATERIAL. BASIS. RENTAL RECEIPTS.TS, SUBCONTRACTOR 1-1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. INVOICES, MATERIAL RECEIPTS, AND DAILY LABOR' TIME SHEETS SHAH BE REWIRED TO SUPPORT GENERAL CONTRACTOR TIME AND MATERIAL INVOICES. 33. U.G. CONDUIT. ALL U.G. CONDUIT TO TANKS SHALL BE RIGID STEEL GALVANIZED (RSG) SCHEDULE 40, PVC CONDUIT MAY BE SUBSTITUTED FOR RIGID GALVANIZED EXCEPT FINAL SUCH WORN SHALL BE BILLED SEPARATELY OR AS AGREED BY OWNER & 24" TO ANY LOCATION. PVC CONDUIT MINIMUM BURY DEPTH IS 24' PER CODE. CONTRACTOR. 34. RISER GROUNDING, RISER GROUNDING: ALL RISERS IN THE FILL SUMP AND THE ANNULAR 57. TRIPLE RINSING OF THE UNDERGROUND TANKS TO BE REMOVED) IS REWIRED. SPACE RISER SHALL BE GROUNDED AND BONDED.(FIBERGLASS TANKS ONLY) 58. PER U.B.C. 311 .2.3.2 PAPPROVEDBY! SHEET NO. ONE HOUR OCCUPANCY SEPERATION NEED NOT BE PROVIDED BETWEEN FUEL DISPENSING PUMPS 36. ANNULAR SPACE LOCATION: FOR A IDE AS GALLON 10' DIAMETER TANK, THE ANNULAR SPACE RISER IS LOCATED ON THE FILL SIOE A$ SHOMJ. COVERED WITH A CANPV THAT IS OPEN ON THREE OF OR MORE SIDES, ANO A GROUP M 36. PRODUCT VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK 18" PER FOOT MNIMULM, OCCUPANCY RETAIL STORE HAVING AN AREA OF LESS THAN 2.500 SO. FT, WHEN THE SIPHON PIPING TO SLOPE 1/4-INCH PER FOOT. / FOLLOWING CONDITIONS EXISTS.A. THE GROUP M OCCUPANCY IS PROVIDED WITH TWO E%ITS SEPERATED AS REWIRED BY DPS 37. SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY NOT GRAPHICALLY ALL PRODUCT SECTION 1003 AND NOT LOCATED IN THE SAME EXTERIOR WALL. PIPING TO BE DOUBLE CONTAINMENT PIPE. VAP RECOVERY AND VENT PIPING TO BE DOUBLE B. PUP ISLANDS ARE NOT LOCATED WITHIN 20 FEET OF THE GROUP M OCCUPANCY RETAIL WALL PIPE. STORE.