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MINIM TANK AND PIPING INSTALLATION SCOPE OF WORK ° ' GENERAL* OF TANK STABILITY BuoYANcY CALCULATIONS: ( 10) STAGE II VAPOR RECOVERY PIPING INSTALLATION: SCOPE OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS, THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MIATERIALS TO TANK STABILITY SHALL BE RE-CHECKED AGAINST FLOATATION BY INSTAWNG CONTRACTOR. CALCULATION ACTOR. SEE BUOYANCY CAATION ATTACHE SEPARATELY. NORCAL CAJUN FOODS INC COMPLETE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REQUIRED BY PROJECT DOCUMENTS PROVIDED STANDARD: CONTRACTOR TO INSTALL 3" SINGLE WALL FIBERGLASS STAGE II VAPOR RECOVERY HEADER, CONNECTORS, VALVES AND FITTINGS TO THE 2190 MERIDIAN PARK BLVD, STE 0 TO THE CONTRACTOR. TANK ANCHORING: LOWEST OCTANE GRADE AS INDICATED ON SITE SPECIFIC FUELING PIAN AND ACCOMPANYING DETAILS. NOTE THAT THE IST CONNECTOR FROM STAGE CONCORD, CA 94520 CONTRACTOR TO INSTALL MANUFACTURER SUPPLIED TANK HOLD TOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, LOCAL WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS, LOCAL REGULATIONS WILL SUPERSEDE THESE DRAWINGS IF THEY ARE MORE STRINGENT. REGULATIONS, OR SPECIFIED BY SITE ENGINEER/OESIGHIR AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. WHEN II VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3', ALL OTHER CONNECTIONS TO ADDITIONAL TANKS SHALL BE MAGE WITH 2'. PH:(%5)44"608 h= REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPUANCE WITH AUTHORITY HAVING JURISDICTION. ANCHOR & STRAPS TO BE INSTALLED ACCORDING TO CONTRACTOR TO INSTALL 3' TO 2' REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. MAXIMUM (2) DISPENSERS PER 2' BRANCH. NOTE' MANUFACTURER'S INSTRUCTIONS. COMPACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE THESE GUIDELNES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT PIPING. REFIT TO BALANCE OF SITE SPECIFIC DOCUMENTS/ MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO INSTALL TRACT TAPE WITH VAPOR PIPING PER TRENCHING DETAILS DRAWINGS FOR SPECIFICATIONS REGARDING CONCREFE/ASPHALT INSTALLATION, ELECTRICAL REQUIREMENTS, AND SANITARY & STORM SEWERS FILTER FABRIC: R IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR THE INSTALLATION OF FILTER FABRIC ((DUPONT TYPAR OR MIRAFI PENETRATIONS IMO ALL SUMPS SHALL EE MADE WITH DOUBLE WALL ENTRY FITTINGS STAGE R VAPOR RECOVERY PIPING SHALL BE DESIGNED AND INSTALLATION. 500X) WHICH IS REQUIRED FOR WET HOLE INSTALLATIONS ONLY, FABRIC MUST EXTEND 1 ' ABOVE MAX. HIGH WA TER TABLE AND MAY BE INSTALLED FOR 1/4" PER FOOT MINIMUM SLOPE BACK TO TANKS, AT LARGE SITE LAYOUTS, 1/8' PER FOOT MINIMUM IS ACCEPTABLE IF R AVOIDS ARCHITECTURAL AND CML DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND PINNED TO SIDE OF HOLE WITH WIRE, ETC, SEAMS MUST BE LAPPED 1 ' MINIMUM, USING A KNOCK OUT SUMP (VAPOR PDT) OR HAVING EXCESSIVE TANK DEPTH. CONSULT OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP WE CCN!°RTANh EQUIPMENT LOCATIONS WEf HOLT BALE: ORON: PROJECT MANAGER, WHERE DISCREPANCIES OCCUR, ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL WATER IS THE SUITABLE MEDIUM FOR BALLAST DURING WET HOLE TANK INSTALLATIONS. A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY VENT PIPE CONTRACTOR TESTING OF STAGE 11 VAPOR LINES SHALL BE PERFORMED PRIOR TO BACK FILL, PRIOR TO PAVING AND BEFORE STATION ITERATION. BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. MUST BE INSTALLED BY THE CONTRACTOR, IF WATER IS USED TO BALLAST TANKS, THE WATER IS TO BE COMPLETELY PUMPED OUI & MOPPED DRY IN SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. ALL REQUESTS TO ADO, DELETE, OR SUBSTITUTE MATERIA. AND EQUIPMENT SHOWN ON THESE DRAWINGS MUST BE REMEIVED AND APPROVED BY ORDER TO PROTECT FUEL INTEGRITY, CONTRACTOR IS REQUIRED TO COORDINATE BAUASIING OPERATIONS WITH OWNER'S REPRESENTATIVE OR HIS AGENT, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE RP PROJECT MANAGER, IN CHARGE OF THE PROJECT. ALL CHANGES MUST BE REVIEWED WITH THE SP PROJECT MANAGER. R IS THE INSTALLING CONTRACTOR'S RESPONSIBNTY TO DETERMINE THE JURISDIRON& REQUIREMENTS AND ACCEPTANCE STAGE II PIPING SPECIFICATION: THE MARKETING FUELS MANAGER. FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALLASTING MEDIUM UNDER THE REGULATIONS OF THE GOVERNING THE CONTRACTOR IS REQUIRED TO FURNISH AS-BUILT DRAWINGS TO LOCATE TALKS AND PIPING AS INSTALLED AFTER THE COMPLETION OF THE AUTHORITY. FIBERCAST SYSTEMS: RED THREAD 11 PIPE AND FITTINGS (USED FOR SINGLE WALL), WHERE DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL VENT AVD VAPOR PIPING, USE SIZE OVER SIZE REO THREAD II PIPING AND FITTINGS. USE ONLY FIBERCAST SYSTEMS ALCOHOL COMPATIBLE ADHESIVES. PROJECT CONTRACTOR TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPEE, PEA GRAVEL SHALL CONSIST R NATURALLY ROUNDED AGGREGATE, ALL PIPING AND FlTRNGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS. MINIMUM 1/8" AND MAXIMUM 3/4' SIZE, REE OF CLAY, SVG, CINDERS, OR DEBRIS. AL SUBSTFUTES MUST BE APPROVED BY MANUFACTURER AND (1 ) TANK INSTALLATION: Le OWNERS FIELD REPRESENTATIVE. PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHAT. ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS TANKS WITH COMPLETE 1'EDER ROOT' TLS-450 PLUS TANK AND PIPING NO MORE THAN 5X (BY WEIGHT) MAY PASS THE je SIEVE FOR BACK FILLING NONMETALLIC TANKS WITH A 98X TO 98X REE FALL COMPACTION. DRY MANUFACTURER. PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 3D DEGREES AND INSTALL MONITORING AND ALARM SYSTEM, TANKS TO BE SET MIN. 48' BELOW FINISH GRADE. SEE SITE SPECIFI ETALS FOR TANK SIZES AND PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBIC FOOT 15 REQUIRED, SUPPLY QUARRY CERTIFICATION MEETING ASTM C-33, PARAGRAPH 9.1 FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISPENSER SUMPS. LOCATIONS. REQUIREMENTS. JURISDICTIONAL VARIANT: INSTALL DOUBLE WALL SIZE OVER SIZE FIBERGLASS PIPING WHEN REQUIRED BY AUTHORITY HAVING JURISDICTION, SHALL BE UNDERWRITERS LABORATORY APPROVED USTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS BACK FlWNG OF TANK EXCAVATIONS SHALL BE PROVIDED IN LIFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATE ON THE SUPPLEMENTAL CONOTIONS AND SHALL BE DOUBLE WALL TANKS OF PRODUCT, VENT, AND VAPOR PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6' BD R COMPACTED PFA GRAVEL BLOCKS, PLANKS, (11 )1 ) METAL- PIPE AND FTTIINGS: INSTRUCTIGLASSONS, REINFORCED STALLA PLASTIC (TON INSTPLLATIONNFF OF TANKS AND PIPING SHALL BE IN ACCORDANCE WITH AL LISTED MANUFACTURER'S OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. STANDARD: STEL PIPE SHOWN ON THESE DRAWINGS TO HE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO 8E MALLEABLE IRON CUSS INSTRUCTIONS.INSTALLED BY QU SHALL CONFORM TO NRA-30/30H AND ALL APPLICABLE LOCAL. STATE AND FEDERAL REGULATIONS. TANKS SHALL ONLY BE INSTALLED 8Y QUALIFIED INSTALLERS CERTIFIED BY THE STATE IN WHICH THE TANKS ARE TO 8E INSTALLED AND BY THE TANK NOTE: UNDP NO CIRCUMSTANCES SHALL DIM, PAVING MATERIALS, WOOD, OR OTHER CONSTRUCTION DEBRIS BE ALLOWED TO REMAIN IN TANK AND 150, GALVANIZE. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY 'ANVIL" (FORMALLY 'CRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: K12 Architects, Inc MANUFACTURER. PIPE EXCAVATIONS. DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING 3u9010C CIMIC, 4104 THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED, ALL CONTINUOUS MONITORING (2) ANNULAR SPACE HYDROSTATIC MONITOR AND RISER INSTALLATION' M.I. FITTINGS Sen°men!o, CA 95827 DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. (TEES, ELBOWS) PH d500 FAX 91614558100 ALL MATERIALS USED IN THE INSTALLATION SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY STANDARD: CONTRACTOR 70 INSTAL 4" FIBERGLASS RISER AND WEEDER ROOT HYDROSTATIC SENSOR AT TANK ANNULAR SPACE LOCATION NOTED CLASS 150/PN 20 ASME 816.3 ASTM A-197 ASTM A-153 ASME 8.1 20.1 ASME 816.3 '(9l455 RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. ON THE PLANS PER MANUFACTURERS INSTRUCTIONS, M.I. UNIONS METHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS SWELL BE METHANOL (3) TANK SUMP INSTALLATION: CLASS 150/PN 20 ASME 816.39 ASTM A- 197 ASTM A- 153 ASME 8.1 20.1 ASME 816.3 COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE STANDARD: CONTRACTOR TO INSTALL 48" DIAMETER TURBINE SIDE FIBERGLASS POLYSIDED SUMPS ON TANKS PER MANUFACTURER'S INSTRUCTIONS. NOTE STEEL PIPE NIPPLES THAT THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER TO FACILITATE CORRECT PIPING IWALLA71N INTO THE SUMPS. SEE CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A- 153 ASME B.1 20.1 ASME 816.3 INITIAL TANK TESTING: ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS. (F OR E) CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS. CONTRACTOR SHALL COMPLETE ALL STEL PIPE WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGFA �� , THE BP PROJECT MANAGER. (4) TANK LEVEL GAUGE / OVERFLOW PROTECTION: CUSS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME ELI 20.1 ASME 816.3 STANDARD: CONTRACTOR TO INSTALL VEEDER ROOT MACNOSTRICTIVE PROBE LEVEL GAUGE AT LOCATION NOTED ON PLANS PER MANUFACTURER'S SCHEDULE 40 (F OR E) IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED. HYDROSTATICALLY MONITORED DOUBLE WALL TANKS INSTALLATION INSTRUCTIONS. GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. SHALL BE TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS BY: 9P MASBR MIANG NUD IM NUH9ER • INSPECT AND ADJUST RESERVOIR LEVEL OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH COX V-110 JUNE l0, 2016 • VISUALLY INSPECT THE TANK EXTERIOR FOR COLORED MONITORING FLUID IS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. A 100 MIL COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP J50 TAPE). e PRESSURIZE THE PRIMARY TANK TO 5 PSI AND SOAP TEST ALL FITTINGS. DO NOT PRESSURIZE THE ANNULAR SPACE Nn GATE E[xsaN e VISUALLY INSPECT THE TANK INTERIOR FOR ACCUMULATION OF COLORED MONITORING FLUID. AN OVERFILL ALARM AVD ACKNOWLEDGE SWITCH TED INTO THE WEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES (12) PIPING SUMP PENETRATION INSTALLATION: t 7; 17 ARAN Gm, d M "*NOTE***•NOTE••• HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY TANK INTEGRITY PRIOR 1O INTRODUCING BALLAST INTO TANKS, AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90% LEVEL STANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A UNE TOWARD THE CENTER OF °mn° Aurom auMa FIELD REPAIR OF TALKS IT IS ALLOWABLE TO FIELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER. ALL. TANKS DAMAGED IN (5) FILL AND STAGE I VAPOR RECOVERY INSTALLATION: THE SUMP, NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD TRANSPORT OR OR LOADING OPERATIONS SHALL BE FIELD REPAIRED BY A TANK MANUFACTURER'S CERTIFIED FIELD SERVICE REPRESENTATIVE TANK STANDARD: CONTRACTOR TO INSTALL 4' GALVANIZED FILL AND STAGE I VAPOR RECOVERY RISERS. CONTRACTOR TO INSTALL DROP TUBE ASSEMBLY. AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS, ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST D MANUFACTURER SHALL RE-CERTFY REPAIRED TANKS FOR USE. ALL FIELD SERVICE WORK SHALL BE DOCUMENTED. COPIES OF ANY AND ALL FIELD WITH OVERFILL PREVENTION DROP TUBE. CONTRACTOR TO INSTALL VENT AND STAGE 11 FLEX CONNECTORS AND RP ADAPTERS, LOCATE AND CUT BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD Q vmy nA¢ nµ oml mlbn SERVICE DOCUMENTATION SHALL BE PLACED IN THE PROJECT FILE AND INTO OWNERS OPERATING FILE. PENETRATIONS INTO SUMPS FOR THE ROUTING OF VENT AND STAGE IT VAPOR PIPING INTO TURBINE SUMPS AND MAKE CONNECTIONS TO VENT AND OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S Any om NWn VAPOR PIPING FIBERGLASS PIPING. CONTRACTOR TO INSTALL DOUBLE SIDED PENETRATION ENTRY BOOTS FOR ALL ENTRIES INTO SUMPS. CONTRACTOR ENGINEER, THE SP PROJECT MANAGER MUST SIGN OR ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. TANK MEASUREMENTS: TO INSTALL STATIC GROUNDING SYSTEM AT AL FILL AND VAPOR RISERS PER INSTALLATION DETAILS SHOWN ON SHEET G.0.7. 4 u0y nn ALLY am oYbm THE GENERAL COMPACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTIVITIES: MANUFACTURER ENTRY BOOT TYPE VARIANT: THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FIRINGS SHOWN IN THE DETAILS ARE 1 . VERIFY THE EXTERNAL SIZE OF THE TANK TO MATCH WITH MANUFACTURER SUPPLIED SHOP MEASUREMENTS. CONTRACTOR TO INSTALL CARS APPROVED STAGE I MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS, INSTALL PRODUCT AND FILL ADAPTERS AND NOT SUBJECT TO CHANGE. N.O.V. RP BONDED ENTRY FITTINGS ARE REWIRED FOR AL PIPING PENETRATIONS. CONDUIT PENETRATIONS INTO SUMPS 0 .Ms+ wruram oiwh TRANSFER THE SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITION OF TANK TO THE AS-BUILT PLAN. CAPS. SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PUN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS, SHALL BE AS SPECIFIED ON THE PLANS. 2. TRANSFER TANK DIMENSIONAL AND PRODUCT INFORMATION TO THE DATA SHEET IN THE TANK GAUGE CONSOLE. ARCO BRANDED VARUJNT: WA FILLS AND DUAL STAGE 1 VAPOR RETURNS ARE TO BE INSTALLED IN CUSTOM MULTIPORT 'OUAO' MANHOLE ON THE 13) DISPENSER INSTALLATION: 3. PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. 20 TOO GALLON & 25,000 GALLON TANK ONLY, VENT AND STAGE II TANK CONNECTION AND VENT AND VAPOR PIPING IS INSTALLED IN THE FILL SIDEON TANK DEFLECTION MEASUREMENT PR IR : SUMP PER DETAILS. STANDARD: IC DESIGN TO INSTALL . DOSP OVATION' BESTYLE IN DISPENSERS WITH INTEGRATE CARD READERS AND I TIONS. INSTALLATION SYSTEM AS SHOWN D SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO EN INSTALLED PER MANUFACTURER'S INSTALLATION I V LRUCTKOIS. NGC TO INCLUDE DEFLECTION MEASUREMENT BEFORE AND AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL DE � TURBINE INSTALLATION: DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT 5UMP5, AND THE INSTALLATION OF ALL SHEAR VPLVES, RISERS, PIPING CONNERONS sAAU WITHIN MANUFACTURER'S TOLERANCES, ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. STANDARD: CONTRACTOR TO INSTALL FE PETRO IST 2 HP VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS, SUMDETECTION.AS SHOWN ON SITE LEAK DEFECTORSSARE TIO HE TESTED FC DETAIL IORSTHE ALL PRODUCT UNEs TO TURBINES TO HE RH LEAK DETECTION PRIOR TO START UPPED WITH 3 GFFH P, CONTRACTOR TO ROVIDENITESTNDATA A DISPENSER STMT UP: - START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. \RAISED AgCy7f� THE TIME OF PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BINDER. ALL TURBINES ARE EQUIPPED WITH STANDARD "R' CHECK VANE AS A ANY AR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BAILED STANDARD FROM FACTORY, SET TURBINE INTAKES AT BE FROM BOTTOM OF TANKS. TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. BACK TO THE CONTRACTOR r CONTRACTOR TO INSTALL 1" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE), CONTRACTOR IS TO LABEL INSTALLATION R HANGING HARDWAR • 29 TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OR OR STANDARD: - CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARS EXECUTIVE ORDER l9 < DOUBLE WALL LOSE POWER. IST PUMP CONTROLS ARE TIED TO VEEDER ROOT TLS-350, SEE APPROPRIATE TURBINE CONFIGURATION AND PROGRAMMING SHEETS, G-70-153-AD. STIES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRE rf � DQ FRP TANK 10 ^ PRODUCT PIPING INSTALLATION: P KF DOUBLE WALL � ARCO BRAID YMIANT - CONTRACTOR TO INSTAL ORVR COMPATIBLE BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CMB OF Cpl FRP TANK I.O.="e" STANDARD: CONTRACTOR TO INSTAL DOUBLE WALL FIBERGLASS PRODUCT PIPING, CONNECTORS, VALVES AVD FIRINGS IN TANK AND DISPENSER EXECUTIVE ORDER G-70-52-AM PER LOCAL STATUES. SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS. PRODUCT PIPING TO BE N.O.V. RED THREAD IIA, 2' INSIDE 3' DIAMETER AS INDICATED ON SITE SPECIFIC FUELING PVN, AL PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JULY 2005 (14) SUMP SENSOR INSTALLATION: PERFORMANCE STANDARDS, AND SHALL BE COMPATIBLE WITH ETHANOL, INCLUDING BUT NOT LIMITED TO 'FLEX NEL' (85% ETHANOL 169 GASOLINE), CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER WEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE LINE LFA( DETECTORS (PLLD) ON TURBINES AND WITH UQUID LEAK MONITORING SENSORS SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO S1DE OF SUMP WALLS SEE TANK DErAlL SHEETS FOR LIQUID SENSOR DETAILS. LOCATED IN TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN, PRODUCT PIPING IN TURBINE SUMPS, PRODUCT PIPING TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST CROSS CONNECTION MANIFOLDS BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE TO ENTER THE SAME SIDE OF THE SUMP IF POSSIBLE IF PENETRATION RING WITHIN SUMP AREA AT BOTTOM OF SUMP, SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR 3 BEFORE BACK FILL AFTER BACK FILL PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP MAY BE REQUIRED AND PROBE WIRING DETAILS. E TO BE INSTALLED BY LOCAL. REGULATIONS. IF THE BP PROJECT MANAGER DETERMINES THAT THE ALL THE PIPING ENTRIES NOTED ABOVE COULD �e TANK INSPECTION AND INSTALLATION - DEFLECTION MEASUREMENT HAVE BEEN MADE TO THE SAME SIDE OF THE SUMP, THEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING (15) OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION: DIPSTICK PREPARATION CONTRACTOR. PIPING TO BE INSTALLED WITH A SLOPE OF I /B' PER FOOT MINIMUM TO TANKS UNLESS APPROVED BY OWNER, CONTRACTOR TO CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN ARCO DRIVE A SMALL HEADED, NON-SPARKING (E.G. BRASS) NAL NATUMAY INTO A WOODEN DIPSTICK, 1 INCH INSTALL TRACER TAPE WITH PRODUCT PIPING PER TRENCHING DETAILS PENETRATIONS INTO AL SUMPS SHALL BE MADE WITH DOUBLE WALL RP UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM ABOVE ITS BASE ENTRY FITTINGS TESTING OF PRODUCT UNES SHALL BE PERFORMED PRIOR TO BACK FILL, PRIOR TO PAVING AND BEFORE STATIN ITERATION. SEE AND DETAILS FOR MOUNTING REQUIREMENTS, /• AM / PM A w A� / w A m FIRST DIAMETER READING (PRIOR TO BACK FIU) SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. .----.---•e(/6� H �1•/� '\Yf' P! 1 , PLACE THE DIPSTICK INTO A SERVICE FITTING. ( 16) VEEDER ROOT TLS-450 PLUS CO SOLE INSTALLATION: e $ 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE FITTING. •••NOTE••° "FIBRCAST SYSTEMS' PIPING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL AND SHALL ONLY BE INSTALLED BY CONTRACTOR TO INSTALL AID UNE ALARM CONTROL PANEL MODEL jTLS-450PLU5 BUILDING. INSTALL c 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED WEAL CATCHES ON THE INSIDE TR OF TANK QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL LOCATION IN V1 4, MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE FITTING. SUBTRACT 1 g BUILDING. INCH FROM THIS MEASUREMENTMEASUREMENT ( VENT PIPING INSTALLATION:AND RECORD THE DISTANCE. ( 17) CONCRETE TANK SLAB INSTALLATION: IN SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING 'A" ON THE STANDARD, CONTRACTOR TO INSTALL 2' INDIVIDUAL SINGLE WALL FIBERGLASS VENT PIPING, CONNECTORS, VALVES AND FITTINGS ON TANKS AS INSTAllATION CHECKLIST. INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. v SECOND DIAMETER READING (ATR BACKFlLI ) CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS, CONTRACTOR TO I . PLACE THE DIPSTICK INTO A SERVICE FITTING WITH A STANDPIPE INSTALLED TO SUEGRADE. INSTALL TRACER TME WITH VENT PIPING PER TRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH SINGLE WALL ENTRY STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS, FIBER REINFORCEMENT TO BE 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE STANDPIPE. FITTINGS VENT PIPING SHALL BE DESIGNED AND INSTALLED FOR SLOPE 1/4' PER FOOT MINIMUM BACK TO TANKS. FOR LONG PIPING RUNS 1/e" 4. MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BMS TO BE NO LESS THAN 2" AND NO MORE THAN 4" O 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAL CATCHES ON THE OF THE STANDPIPE. SUBTRACT !TOP OF TAN. PER FOOT IS ACCEPTABLE. FROM SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) (/4 REBAR, 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. sa I n INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE.RCONTRACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK AS DETAILED ON THESE PLANS, TERMINATION POINT OF TANK VENTS TO BE 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING '8' ON THE A MINIMUM OF IY ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY NE THAT CAN BE BUILT UPON. VENT RISERS UNLESS OTHERWISE NOTED ON THESE DRAWINGS: INSTALLATION CHECKLIST. SHALL BE INSTALLED IN ACCORDANCE WITH NFPI INTERNATIONAL AND UNIFORM FIRE CODE REOUIREMEMS AND CMB EVR REQUIREMENTS. . CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FIT) E CALCULATION AND COMPARISONb. CEMENT - TYPE I/II, SULFATE RESISTANT WEST EIGHT MILE ROADS E 1 . SUBTRACT READING "B" FROM READING "A". CONTRACTOR TO INSTALL TWO (2) 1 " SPARE CONDUITS FROM VENT STACK TO INTRINSICALLY SAFE WIREWAY IN BUILDING FOR FUTURE TANK SYSTEM c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) THRONTON ROAD o 2. COMPARE THIS VALVE TO THE TABLE OF 'MAXIMUM ALLOWABLE DEFLECTIONS" SHOWN ON THE OWGNOSi1C5. ' 1 e. 28 DAY CONCRETE STRENGTH (Fc): GTDOKTON, CA sSzas 'INSTALLATION CHECKUST". SpN I�A �� ' ry CQUN 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) 3. VERTICAL DEFLECTION IN EXCESS OF THESE VALUES INDICATES IMPROPER INSTALLATION AND VOIDS THE CONTRACTOR TESTING OF VENT LINES SHALL BE PERFORMED Pat�R' To'eACA/ 4pT! 7ACING 14 BELpE7pRO6LEy GG�Tpp pE gfflt..SE RE e. SLUMP - 3"+ 1 ' - 4" MAXIMUM AT POINT OF PLACEMENT 9 " �,�„e�N�, 9. .9 , E (�� EpT. L. N� F. SHRINKAGE - RANGE - 2 TO TANK WARRANTY. SPECIFIC DETAIL SHEETS FOR IN NES SHALL E �yTM ��ACryLI'CLI r/'�I\ 11"i= KV ..L ,M g. ENTRAINED AR PRANCE - 2% TO 49 MAXIMUM DEFLECTION FOR 8'-0' TANKS = 1 -1/4' MAXIMUM DEFLECTION FOR 10'-0' TANKS = 1-1/2' oao® 9r KR 43 VENT PIPING SPECIFICATION: A CONCRETE STAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) r WTI TOP OF TANK EILYATIDN: 1W'GELTON AVE CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF ! 2 1/2 : 3 1 /2, WITH A MAXIMUM 7 1 /2 GALLONS OF WATER PER SACK. WIF-Bry 9Y CONTRACTOR TO CALCULATE TOP OF TANK ELEVATION. START WITH 18' MINIMUM DEPTH OF VAPOR RECOVERY UNE AT THE FARTHEST DISPENSER FIBERCA57 SYSTEMS: RED THREAD 11 PIPE AND FITTINGS (USED FFF000pUB ftEQUIREO FOR AIL VENT ADD ! .0 TO 1 .5 LB STEALTH FIBER REINFORCING PER CU. TO. CONCRETE. AND SLOPE 14" PER FOOT MAXIMUM TO 18" PER FOOT MINIMUM. ADD 12" AT THE TANK. ADD 13' FOR 3" PIP OR B" FOR 2 FOR A AND VAPOR PIPING, USE SIZE OVER SIZE RED THREAD II PIPING �ER�E L COMPATIBLE ADHESIVES. V2018/ / ( ( ALL PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANR REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE (!4 REBAR. 03/1R/2O1B 18-003 a CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES. SET TANKS 6" DEEPER THAN CALCULATED AS PRECAUTION, IN NO EVENT SHALL /�� THE TANK BE BURIED LESS THAN 4'-O' BELOW FINISHED GRADE OR DEEPER THAN 7'-O" BLOW FINISHED GRADE. SEE MANUFACTURERS PIPING TO BE INSTATED PER MANUFACTURER'S LISTED INSTRUCTIONS AND [WYRI/' FlED INSTALLERS CERTIFIED BY THE MAINTAIN CONCRETE IN A MOIST COMMON FOR AT LEAST 7 DAYS AFTER PLACEMENT. '� o INSTALLATION INSTRUCTIONS FOR MINIMA. TANK BURY WHEN DEADMEN ANCHORING IS NOT PROVIDED. ANY VARIATIONS IN SLOPE FROM 1/4" PER MANUFACTURER. PROVIDE AT LEAST 4' R STRAIGHT PIPING RUN BEFORE S"IFIGE OF RECTION OF MORE THAN 30 DEGREES AND INSTALL PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS, DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH TANKAND PIPING j FOOT SHALL BE REPORTED TO OWNER'S ENGINEER. FLEXIBLE CONNECTORS AT AND VAPOR CONNECTION AT THE T_ANYy SUMPS,. AN DISPENSERjSUMR$Ms CHAPTER 3 OF THE IBC, IS PROVIDED. BCOPE OF WORK 'iS SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. AND GENERAL NOTES TANK EXCAVATION: Approved (FRPI OF 2) CONTRACTOR TO EXCAVATE TANK HOLE. CONTRACTOR SHALL ADHERE TO O.S.HA STANDARDS ON EXCAVATIONS, CONTRACTOR MAY SELECT ANY OF cM Rema 148 CONSOUDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. m THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE AL NECESSARY PROTECTIVE BARRICADES. ❑ Approved wfth Chanye.,�,s,,a�.�.7�1.N0�e Rel , aft BEFORE PLACING CONCRETE* SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENTSLOPE STANDARDS 5 OF TANK EXC ATIONSE FINAL RU ESHORING T BR FOR t 989. WHEN ENGINER D SCAVATIONS IN CH RRINCN SE WITH OSHA 1926 REQUIRED DUE TO SITE CONDITIBPART P. ONS ❑ Disapproved. VSw Reg of NI9� MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). ENGINEERED SHORING PVN UTILIZING INTERLOCKING STEEL SHEET PANG SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING p .F,� ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. RemalF� C ` OR m GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS `1d OF TRENCHES 5'-0. OR MORE 49r m IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS. TANK Ei� u BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR I/4" (1/8' PER FOOT MIN.) PER FOOT FOR STAGE 11 VAPOR RECOVERY PIPING & 1/8' 4�1E.iCl b/ // V G MINIMUM PER FOOT FOR PRODUCT PIPING SLOPE BACK RO DISPENSERS TO TANK, MESSINESS- Date P " Approvil extends only to tf t ich is shown and described hereon and does not authorize or approve any omission or deviatlorl from requirements of state laws or local ordinances .