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TANK AND PIPING INSTALLATION SCOPE OF WORK
<br /> 'OMPLEIE THE INSTALLATION OF" THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REMARED BY PROJECT DOCUMENTS PROVIDED AND SAME IF PER FOOT MAXIMUM TO q0_ PER FOOT I -----------—-_-
<br /> T�2P F_ TA _ELF b
<br /> SCOPE OF WORK UNTESS SPECTIED OTHERWISE ON THESE DRAWINGS, _�L__ N.K _YATIQf�L
<br /> 'THE GENERAL CONTRACTOR SHALL FURNISI--i ALL- WORK AND MARRIALS TO CONTRACTOR TO CALCULATE *TOP OF TANK ELEVATION, START WITH 18" MINIMUM DEPTH OF VAPOR RECOVERY LINE A-F THE FARTHEST DISPENSER
<br /> C F, ,
<br /> TO 'THE CONTRACTOR, MINIMUM, ADD 12" AT ]HE TANK, ADD 13- (FOR 3" PIPE) LINE 1NSTALI_ATKA,_____NZA
<br /> CHANGE IN PIPING DRECTION OTHER THAN 90 OR 45 DEGREES. SET OR 8" (FOR 2") FOR A
<br /> T HE TANK BE BURIED LESS THAN T-0" BE[OW FINISHED GRADE OR DEEPER THAN 7�0" BELOW FINISHED GRADE, SEE MANUFACTURERS
<br /> WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS, LOCAL REGULATONS WILL SUPERSEDE THESE DRAWINGS F THEY ARE MORE STRINGENT TANKS 6" DEEPER TIAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL Ow
<br /> TO OWNER'S ENGINE-ER.
<br /> INSTALLATION INSTRUCTIONS FOR MINIMAL TANK BURY WHEN DEADMEN ANCHORING IS NOT PROVIDED, ANY VAIRIAFIONS IN SLOPE FROM 1/4" PER
<br /> FOOT SHALL BE REPOR�ED
<br /> THESE GUIDEUNES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT PIPING, REFER 10 BALANCE OF SITE SPECIFIC DOCUMENTS/ G_j.KTA LAI I QN
<br /> MAMMAS&
<br /> S1414DARD: CONTRACTOR 1-0 INSTALL DOUBLE WAILA, FIBERGLASS PRODUCT PIPING, CONNECTORS, VALVES AND FITTINGS IN TANK AND DISPENSER Ri
<br /> DRAWINGS FOR SPEOFICATONS REGARDING CONCRETE/ASPHALT INSTALLATION, ELECIETCAL REQUIREMENTS, AND SANITARY & STORM SEWERS CONTRACTOR TO EXCATU17 TANK HOLE CONTRACTOR SHALL ADVIERE TO O�SJ+A, SIANDARDS ON EXCAVATIONS. CONTRACTOR MAY SELECTANY OF SUMPS AS SHOWN ON SHE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS, PRODUCr PIPING TO BE IWON. RED -THREAD IIA, 2" INSIDE 3"
<br /> INSTALLATION,
<br /> THE RECOMMENDED PRACTICES FOR TANK EXCAV,kTION AND MUST E ROVIDE ALL NECESSARY PROTECTIVE BARRICADES, DIAMETER AS INDICATED ON SITE SPECEIC MEILING, PLAN, ALI-, PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JULY 2oO5
<br /> AGEATTECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LNES, ELEVATIONS AND SLOPE SIDES OF TANK HOLE OR USE SI-IORING FOR AL.L. -TANI< EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, OSHA PERFORMANCE STANDARDS, AND SHALL BE COMPATIBLE WITH ETHANOL, INCLUDING BUT NOT' LIMITED TO T[EX FLIEL" (85% ETHANOL 15% GASOLINE).
<br /> EQUIPMENT LOCATIONS
<br /> STANDARDS -- EXCAVATIONS; FINAL RULE OCTOBER 1, 1989. WHEN ENGINEERED SHORING IS REO(HRED DUE TO SITE CONDITIONS AN PRODUCTS UNES TO BE EQUIPPED 3 GPH PRESSURE LINE LEAK DETECTORS OPLID) ON MRBINES AND WITH LIQUID LEAK MONITORING SENSORS
<br /> NA DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FELD BEFORE STARING ANY WORK. ANY DISCREPANCY SHALL ENGINEERED SHORING PLAN UTH_JZHNG INTERLOCKING STEEL SHEET PUNG SHALL BE PROMDED AND SHALL INCLUDE SUPPORTING LOCATED IN TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN, PRODUCT PIPING IN TURBINE SLMPS, PROMXT MMNG
<br /> BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR VHS DECISION BEFORE PROCEEDING WITH THE WORK. ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR, GROSS CONNECTION MANIFOLDS BETWEEN SUMPS AVID SIPHON PIPING PENETEINTIONS ARE TO ENTER THE SAME SIDE OF' THE- SUMP IF POSSIBLE IF
<br /> ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT SHOWN ON THESE DRAWINGS MUST BE REVIEWED AND APPROVED BY GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERNwr FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES T-O" OR PRODUCT PENETRXTION ENTERS ON BOTH SUES OF SUMP DUE TO FELD CONDMONS, 10EN DUAL SENSORS AT TURBINE SUMP MAY BE REQUIRED
<br /> THE OWNERI REPRESENTATIVE OR HIS AGEN; THE BP PROJECT MANAGER, IN CHARGE OF THE PROJECT, ALL CHANGES MUST BE REVIEWED WAH IN DEPTH IN-10 WHICH A PERSON IS REQUIRED TO DESCEND, MORE
<br /> THE MARKETING FUELS MANAGER, TO BE INSTALLED BY I OCAL REGULATIONS. IF' THE BP PROJECT MANAGER DETERMINES FIAT THE ALI.,, THE PIPING ENTRIES NOTED ABOVE COULD
<br /> THE CONTRACTOR IS REQUIRED TO FURNISH AS-BLJILT [DRAWINGS TO LOCATE TANKS AND PIPING AS INSTALLED AFTER THE COMPLETION OF' TFIE TANK EXCAVATIONS SHALL BE THE MNIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND C1 EARANCES INDICATED IN THESE DRAWINGS. TANK HAVE BEEN MADE TO THE SAME SIDE OF THE SUMP, THEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING
<br /> PROJECT. BURIAL DEPTH FELD DETERMINED TO PROVIDE FOR 1/4- (1/8- PER FOOT MINI PER FOOT FOR STAGE 11 VAPOR RECOVERY PIPING & 1/8" CONTRACTOR PIPNG TO BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT KMtNIMOM TO 'TANKS UNLESS APPROVED BY OWNER CONTRACTOR TO
<br /> IVIINIMUM PER FOOT FOR PRODUUT PIPING SLOPE BACK FROM DISPENSERS 1-0 TANK.
<br /> TANK_ AE�L INSTAU. TRACER TAPE W11H PRODUCT PIPING PER TRENCHING DETAILS TO Al,I.- SUMPS SHALL BE MADE WFIA DOUBLE WALL FRP
<br /> PENDRATONS IN
<br /> ENTRY FITINGS, TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACK FILL, PRIOR 1-0 PAVING AND BEFORE STATION OPERATION, SEE
<br /> TANK STABILITY SHALL BE RE-CHECKED AGAINST FLOATATION BY INSTALLING CONTRACTOR SEE BUOYANCY CALCULATIONS ON TANK DETAILING SHEETS. SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS,
<br /> 00-11AMEM
<br /> CONTRACIOR 'TO INSTALL MANUFACTURER SUPPLIED TANK HOLD DOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, LOCAL ***NOTE*** "FIBERCAST SYSTEMS" PIPING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL AND SHAI L ONLY BE INSTALLED BY BP WEST COAST PRODUCT%LLC
<br /> Qj___IANK_jN_a ARCO
<br /> LA LLARQ�L
<br /> REGULATIONS, OR SPECIRED BY SHE ENGNEER/DESIGNER AND/OR OWNERI REPRESENTATIVE OR HLS AGENT, THE BP PROJECT MANAGER. WHEN QUAI.JFED INSTALLERS CERTIFIED BY THE MANUFACTURER,
<br /> STANDARD: CONTRACTOR TO INSTALL. DOUBLE WALL FIBERGLASS TANKS WITH COMPLETE WEEDER ROOT" TLS-350 PLUS TANK AND PIPING REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WUH AUTHORITY HAMNG JURISDICTION ANCHOR & STRAPS TO BE NSTAI_LED ACCORDING TO CALIFORNIA VARIANT� IN ADDITION TO THE ABOV& PIPING TO BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AD-2481
<br /> MONITORING AND ALARM SYSTEM, TANKS TO BE SET MIN, 48" BELOW FINISH GRADE SEE SITE SPECIFIC INSIALLATION DETAILS FOR TANK SUES AND MANUFACTURER'S INSTRUCTIONS,
<br /> LOCATIONS. ** ALTERNATE ANCHORNG BY USE OF A CONCRETE ANCHORING SLAB IS PERMITTEEK WHEN GROUNDWATER LEVEL IS ANILCIPATED TO BE REQUIREMENTS .4
<br /> ARCO BRANDED VARIANT: DUAL FELS AND 54GE I VAPOR RETURNS TO BE INSTALLED ON 25,000 GALLON TANI< ONLY (AS APPLLCABI__E) WITHIN 5 FT� OF GRADE CONTRACTOR SHALL NOTIFY OWNERVS REPRESENTATNE FOR DIRECTION ON ANCHORING METHOD TO BE USED
<br /> TANK SIZING GUIDEL.INES: ODEADMAN OR ANCHORING SLAB) AND SUCH SHALL BE INSTALLED ACCORDING 1-0 MANUFACIURER'S RECOMMENDATION.
<br /> SPECIFIC BUSINESS UNIT TANK SIZE REQUIREMENTS ARE RECOMMENDED. TANK SIZING MODELS CAN BE RUN BY CONTACTING FIJEL SYSTEM DEIGN
<br /> MANAGER AMERICAS, FILTER FABRIC: IT' IS THE C 091
<br /> ORIENTATION OF TANKS, EMERGENCY SHICTOFF SWITCHES, OVERFILL ALARMS OF PRESENT) TO BE APPROVED BY BP INSTRIBUTION PRIOR PINNED TO SIDE OF HOLE V11TH MRE, ETa SEAMS MUST BE LAPPED 1 ' MINIMUM,
<br /> E INSTALLATIONS ONLY, FABRIC MUST EXTEND 1' ABOVE MAX. FLIGH WATER TABLE AND MAY BE
<br /> 50OX) WHICHI IS REQUIRED F'OR VVET HOL THE INSTALLATION OF FILTER FABRIC (DUPONT _FYPAR OR MIRAFI
<br /> LOCATION OF' "TANKS AND ASSOCIATED EQUIPMENT ON PROPERTY: FINAL FACILITY EQUIPMENT LOCATIONS INCLUDING PLACEMENT AND ONTRACTORS RESPONSIBILITY 'To PROVIDE FOR
<br /> CALIFORNIA: CONTRACTOR 1-0 INSTALL 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING, CONNECTORS, VALVES AND FITTINGS ON TANKS AS
<br /> AT LEAST 4 FEET- OF PIPING RUN BEFORE A
<br /> TO SUBMITTAL FOR PERKMTS TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS. -THE ALLiLQLE-BALLA CHANGE OF DIRECDON OF 30 DEGREES OR MORE IN (EDER TO PROVUE MECHANICAL FLEMBILAY PER CODE REQUIREMENTS, CONTRACTOR TO 0
<br /> INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAIS. CONTRACTOR TO PROMDE A
<br /> DISTRIBUTION THE SUE ENGINEER AND/OR OWNER'S REPRESENTAIVE OR HIS AGENT, TFE BP PROJECT MANAGER PRIOR TO THE
<br /> COMMENCEMENT OF' WORK, INSTALL TRACER TAPE WITH VENT PIPING PER HRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITFI SINGLE WALL E14TRY
<br /> GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRIVIING APPROVED TANK AND EQUPMENT LOCATIONS FIAS BEEN DOCUMENTED W1 SP WARR IS ALE SUITABLE MEDIUM FOR BALLAST DURING WET HOLE TANK INSTALLATIONS, A PROPERLY INSTAL LED 12 FOOT HIGH TEMPORARY VENT PIPE HUNG& VENT PFING SHALL. BE DESIGNED AND INSTALI ED FOR SLOPE 1/4" PER FOOT MINIMUM BACK 1-0 TANKS, FOR LONG PIPING RUNS 1/8"
<br /> TANKS. MUST BE INSTAIIED BY THE CONTRACTOR. IF WAFER IS USED TO BALLAST TANKS, THE WATER IS TO BE COMPLETELY PUMPED OUT & MOPPED DRY IN PER FOOT IS ACCEPTABLE.
<br /> ORDER -To PROTECT FUEL NTEGRITY'� CONTRACTOR IS REQUIRED *TO COORDINATE BALLASTING OPERATIONS WITH OWNER'S REPRESENTATIVE OR HIS AGENT,
<br /> SHALL BE UNDERWRITERS LABORATORY APPROVED LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AVID COMBUSTIBLE MOTOR FUELS TIE BP PROJECT MANAGER. IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILFTY TO DETERMINE THE JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE CONTRACTOR 'TO INSTALL ABOVE GROUND RISERS AND MOUNTNG RACK AS DETAILED ON THESE PLANS, ti(G
<br /> AS CALLED FOR ON THE SUE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDIVONS AND SHALL BE DOUBLE WALL TANKS OF FOR BAI TASTING TIE TANKS AND TO PROVIDE FOR PROPER D5POSAI. OF THE BALLASTING MEDIUM UNDER THE REGULATIONS OF THE GOVERNING TERMINATION POINT OF TANI< VENTS 1-0 BE
<br /> FIBERGLASS RONFORCED PLASTIC (FRP). INSTALLATION OF TANKS AND PIPING SHALL BE IN ACCORDANCE WHY U1. LISTED MANUFACTURER'S AUTVIORITY� A MIMMUM OF 12' ABOVE GRADE AND NOT WrTVIIN 5 FROM ANY BUILDING OPENING OR PROPERTY LINE -THAI CAN BE BUILT UPON. VENT RISERS
<br /> HISTRUCTIONS. INSTALLATION SHALL, CONFORM TO NFPA-30/30A AND AT APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. TANKS SUNI SH1Q1 BE INSTALLED IN ACCORDANCE WITH NFPA-30, INTERNATIONAL AND UNIFORM FIRE CODE REQUIREMENTS AND GARB EVR REQUIREMENTS, 18215 72ND AVENUE SOUTH
<br /> ONLY BE INSTALIED BY QUALIFIED INSTAIIERS CERTIRED BY -THE STATE IN WHICH -THE -TANKS ARE RAQK___E_LL
<br /> MANUFACTURER, KENT, WA 98032
<br /> CONTRACTOR TO INSTALL -TWO (2) 1" SPARE CONDUITS FROM VENT STACK TO INTRINSICALLY SAFE WIREWAY IN BUILDING FOR FUTURE TANI< SYSTEM (425)251-6222
<br /> TO BE INSTALLED AND BY THE TANK CONTRA(.'TOR 1*0 PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE. PEA GRAVEL SHALL CONSIST' OF NATURALLY ROUNDED AGGREGATE, DIAGNOSTICS,
<br /> MINIMUM 1/8" AND MAXIMUM 3/4" SUE. FREE OF CLAY, SLAV CNDERS, OR DEBRIS, ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND (425)251-8782 FAX
<br /> TIVE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE VATKI THE PRODUCT STORED. ALL CONTINUOUS MONITORING OWNERS FIELD REPRESENTATIVE,
<br /> DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br /> CONTRACTOR TESTING OF VEIT LINES SHALL BE PERFORMED PRIOR TO BACK FIL, PRIOR TO PAVING AND BEFORE STATION OPERATION, SEE SITE CIVIL ENGINEERING, [AND PLANNING,
<br /> NO MORE THAN 519 (BY WEIGHT) MAY PASS THE #0 SEVE FOR BACK FILLING NONMETALLIC TANKS WITH A 96% TO 98% FREE FAIA, COMPACTION. DRY SPECIFIC DETAIL SHEETS FOR NSTALLAFION DETnLS. SEE RBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW, SURVEYING, ENVIRONMENTAL SERVICES
<br /> ALL MATERIALS USED IN THE INSTALLATION SHALL BE COMPATIBLE ATT11 USE FOR THE INTENDED PURPOSE AS PER NATIONALLY PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBC FOOT IS REQUIRED, SUPPLY QUARRY CERTIFICATION MEETING ASTM C-31 PARAGRAPH 9.1 VENT PIPING SPECIFICATION:
<br /> RECOGNAZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES.
<br /> REQUIREMENTS.
<br /> METHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS SHNI BE METHANOL NO, DATE REVISION DESC"RIPTIONl
<br /> COMPATIBLE FOR -THE IMMEDIATE INTENDED SERVICE. BACK FILLING OF TANK EXCAVATIONS SHALL BE PROVIDED IN LIFTS AS PER TANK MANUFACTUREITS INSTAUATION INSTRUCTIONS, FIBERCAST SYSTEMS: RED THREAD H MPE AND FITONGS DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL VENF AND VAPOR PIPING, USE SIZE OVER -7A\-- 03/24/17 PERMI T SUB-MI-TTAL
<br /> A
<br /> SIZE RED THREAD 11 PIPING AND FITTINGS. USE ONLY FIBERCAST SYSTEMS ALCOHOL COMPATIBLE ADHESIVES. AU. PIPING AND FRINGS SHALL BE ZZY� og/c)c,/,-/ ms�� _T10
<br /> BIO-DIESEL COMPATIBILITY: CURRENTLY AT THIS TIME, NO TANKS ARE LISTED FOR 010-DESEL SERVCE APPLICATIONS, PRODUCT, VENT, AND VAPOR PIPING SHALL BE I-AID AND CONFINUOUSLY SUPPORTED ON A 6" BED OF COMPACTED PEA GRAVEL BLOCKS, PLANKS, UL-971 USTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS,
<br /> OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PFING IN FINAL INSTALLARON, G RUC N RELEASE
<br /> PIPE EXCAVATIONS. 1171 RE 2 K R DO P KIN 0 10 K
<br /> CONTRACTOR SL-IAU COMPLETE 11 TESTING ACCORDING TO MANUFACTUREITS INSTINCTIONS FOR TANK& CONTRACTOR !TAU. COMPLETE AL
<br /> �!Njj LAI_1��K -�M NOTE: UNDER No CIRCUMSTANCES SHALL I)IRT, PATNG MATERIALS, WOOD, OR OTHER CONSTRUCTION DEBRIS BE ALLOWED TO REMAIN IN TANK AND PIPING TO BE %STALLED PER MANUFACTURER'S LISTED NISTRUCTIONS AND SHALL, ONLY BE INSTAIIED BY QUALIFIED INSTALLERS CERTIFIED BY TI E
<br /> NG
<br /> MANUFACTURER, PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN A.\ A UP KI AR AD AM CWCK
<br /> ANNULAR AND FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK 30 DEGREES AND INSTALL
<br /> WARRANTY VALIDATION rESTING AND PROVUE DOCUMENTATON TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER, R.t5S.ER j.NSTAI__LAL
<br /> I
<br /> TELY BEFORE INSTALLATION, AII UNDERGROUND STORAGE TANKS SHALL BE TESTED� HYDROSTATICAly MONITORED DOUBLE WALL TANKS /15/18 REV. PER DID PLAN CHECK
<br /> IMMEDIA Qti SUMPS, AND DISPE14SER SUMPS,
<br /> STANDARD: CONTRACTOR TO INSTALL. 4" FEERGLASS BEER AND VEEDER ROOT HYDROSTATIC SENSOR AT TANK ANNULAR SPACE LOCATON NOTED
<br /> ON THE PLANS PER MANUFACTURERS TISTRUCTIONS, CALIFORNIA VARIANT: IN ADDITION M R A o I KV.-AR EM PON M_ECK
<br /> SHALL BE TESTED ACCORDNG TO MANUFACTURER'S INSTRUCTIONS BY� -TO THE ABOVE, PIPING 'TO BE INSTALLED WITH CONTINUOUS VACUUM ONITO INC DEVICE PER AB-2481 - - 6; I'll , -1 111-11 11- I'll, __
<br /> INSPECT AND ADJUST RESERVOIR LEVEL -ORED MONITORING FLUID OLIMNK__5ag[� REQUIREMENTS Z2, A PS REV MR EHD MAN CHECK
<br /> VISUALLY INSPECT THE TANK EXTERIOR FOR COI --IN��TA L(=6LnmA,_i
<br /> 04/16/18 CONSrRUCTION RELEASE
<br /> MANINACUIRER'S INSTRUCTIONS. NOTE THAT THE ORIENTATON OF THE -TANK SUMPS MUST BE CORRECT IN ORDER TO FACILHATE CORRECT- PIPING Z 0 1 5n 1 2 p"1 8 I'll RE I I"I PER 11 C I U I N T
<br /> VISUAUY INSPECT THE TANK INTERIOR FOR ACCUMULATION OF COLORED MONITORING FLUID, STANDARD: CONTRACTOR TO INSIALL. 42 OR 48" DIAMETER TURBLNE SUE AND 48" DIAMETER PILL SUE FIEERGLASS POLYSIDED SUMPS ON TANKS PER
<br /> PRESSURIZE THE PRIMARY FANK 'TO 5 PSI AND SON) TEST ALL FITTINGS, DO NOT PRESSURIZE THE ANNUI_AR SPACE
<br /> ***NOTE*** HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY 'TANK INTEGRITY PRIOR TO INTRODUCING BALLAST INTO TANKS VAPQI`j -COVERY ............ ----------- -----......
<br /> INSTALLATION INTO THE: SUMPS, SEE ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECI DEMOGRAPHICS. --a[El�tG_Lq TALLATIQN.,
<br /> 10
<br /> CALIFORNIA: CONTRACTOR 1-0 INSTAL L 3" INSIDE 4" DIAMEFER DOUBLE WALL FIBERGLASS STAGE I VAPOR RECOVERY HEADER, CONNECTORS, VALVES A�
<br /> CALIFORNIA VARIANT SUMPS TO BE DOUBLE WALLED AND INSTALLED WITH CONTNUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 REQUIREMENTS, AND FITTINGS TO -THE LOWEST OCTANE GRADE AS INDICATED ON SHE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAIL& NOTE THAT THE 1ST' I'll,......
<br /> IT IS ALLOWABLE TO FELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER. N L TANKS DAMAGED IN Qt L-1....NERUML EM1E_fJ1LQN,_ CONNECTION FROM STAGE: IT VAPOR RECOVERY HEADER TO LOWEST OGMNE TANK SIUL BE 3" INSIDE & ALL OTHER CONNECTIONS TO ADDITIONAL -A-12
<br /> TANKS SHALL BE MADE WITH 3" INSIDE 4" . CONTRACTOR TO INSTALL 3" 70 2" REDUCING FEES WHERE HEADERS BRANCH TO DISPENSERS, SE A L:
<br /> MANUFACTURER SHALL RE-CERTIFY REPXRED TANKS FOR USE. ALL FELD SERVIE WORK SHNI. BE DOCUMENTED. COMES OF ANY AND ALL FIELD INSTALLATION INSTRUCTIONS. A I I C
<br /> TRANSPORT OR OFF LOADING� OPERATIONS SHALL BE FELD REPARED BY A TANK MANUFACTURER% CERTIFED FELD SERVICE REPRESENTNFIVE, TANK STANDARD: CONTRACTOR TO INSTALL VEEDER ROOT MAGNOSTRICTIVE PROBE LEVEL.. GAUGE AT LOCATION NOCTED ON PLANS PER MANUFACTURER'S MAXIMUM (2) DISPENSERS PER 2- BRANCH. CONTRACTOR TO PROTDE AT LEAST 4 FEET OF PPN RUN BEFORE A CHANGE OF DIRECTION OF 30
<br /> SERMCE DOCUMENTWHON SHALL BE PLACED N THE PRWECT FEE AND INTO OWNERS OPERATING FIE.
<br /> DEGREES OR MORE IN ORDER TO PROVDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS, CONTRACTOR TO INSTALL TRACER TAPE WITH VAPOR
<br /> PIPING PER TRENCHING DETAILS PENETRATIONS NTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL ENTRY FITTINGS, STAGE 11 VAPOR RECOVERY 41
<br /> PIP el
<br /> I VERIFY THE EXTERNAL SIZE OF THE TANI< TO MATCH WITH MANUFACTURER SUPPLIED SHOP MEASUREMENTS. -TO TANKS, AT LARGE SITE LAYOUTS, 1/8" PER FOOT- A
<br /> LLN�AEA� EXEKS-, OVERFLOW PROTECTION: UST OVERFLOW COVPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENHION DROP TUBE FLAPPER VALVE SET AT 95% AND ING SHIN L BE DESIGNED AND INSTALLED FOR 114" PER FOOT MINIMUM SLOPE BACK
<br /> THE GENERAL CONTRACTOR 6 RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT AUTIMTES: IS HN ACCORDANCE WITH FEDERN AND S_I`ATE GUIDELINES FOR UST OVERFEL REQUIREMENTS,
<br /> TRANSFER IF MINIMUM IS ACCEPTABLE IF IF AVOIDS USING A KNOCK OUT SUME-) (VAPOR POT) OR HAVING EXCESSIVE TANK DEPTH, CONSULT OWNER'S HAL R,QRUBB
<br /> G
<br /> AND PRODUCT INFORMATION TO FIE DATA SHEET IN THE TANK GAUGE CONSOLE, 4
<br /> Z TRANSFER TANK MMENSIONAI HE AS-BUILI PLAN, REPRESENTATIVE OR HE AGENT, THE BP PROJECT MANA ER, WHERE DISCREPANCIES OCCUR,
<br /> IE SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITION OF TANI< TO TI AN OVERFILL, ALARM AND ACKNOWLEDGE SWITCH DIED IN-TO THE VEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES
<br /> AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED -TO 'THE 90% LEVEL
<br /> IAN SEE SHE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW, A
<br /> STAGE 11 PIPING SPECIFICATION:
<br /> ,�l v I
<br /> 0
<br /> -0 INSTALL STATIC GROUNDING SYSTEM AT ALL F`ILL AND VAPOR RISERS PER INSTALLATION DETAILS SHOWN ON SHEET G�0.7�
<br /> _IBERCLASS PIPING, CONTRACTOR TO INSTALL DOUBLE SEED PENETRATION ENTRY BOOTS FOR ALL ENTRIES NTO SUMPT CONTRACTOR
<br /> PENETRATIONS INITO SUMPS FOR THE ROUTING OF VENT AND STAGE 11 VAPOR PIPING INTO TURBINE SUMPS AND MAKE CONNECTIONS TO VENT AND ITPING, USE TZE OVER SUE RED THREAT) 11 PIPING AND FITTING& USE ONLY FIBERCAST SYSTEMS ALCOHOL COMPATIBLE ADHESIVES. ALL PIPING 971,
<br /> WITH OVERFILL PREVENTION DROP TUBE. CONTRACTOR 'TO INSTALL VENT AND STAGE 11 FLEX CONNECTORS AND ERR ADAPTERS. LOCATE AND CUT FIBERCASF SYSTEMS: RED THREAD 11 PIPE AND RUNGS USED FOR DOUBLE WALL. SYSTEMS ARE REQUIRED FOR ALL PRODUCT, VENT AND VAPOR 1,J 0,
<br /> WITHIN MANUFACTURERS TO[ ERANCES. ALI.- INFORMATION SHALL BE COMPLITED AS PER STANDARD: CONTRACTOR TO INSTALL 4" GALVANIZED FIL.L. AND SIAGE I VAPOR RECOVERY RISERS. CONTRACTOR TO INSTALL DROP TUBE ASSEMBLY,
<br /> DEFLECTION MEASUREMENT BEFORE AND AUER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTUREITS REQUIREMENTS AND SHALL BE
<br /> I PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANI<, CONTRACTOR TESTING OF STAGE 11 VAPOR I.-INES SHAU. BE PERFORMED PMOR TO BACK PILL, P[RIOR -1-0 PAVING AND BEFORE STATION OPERATION,
<br /> _K_L�EE N _E.RQQFDURF: STAC
<br /> _(AL.j71LL.AND._., E , I _VAE10R._R_F _RK
<br /> THE MANUFACrURER'S WARRANTY DOCUMENFATION, _QQyE_ AN5-TALLAD
<br /> VAPOR PIPING F
<br /> A I AND ATENGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JUL Y 2005 PERFORMANCE STANDARDS,
<br /> ---------- ....
<br /> X IT--
<br /> m
<br /> j`
<br /> AND MANUFACTURER, PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND INSTALL
<br /> Wk
<br /> va
<br /> U S
<br /> 0',-OK CAPS, SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PLAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS, FLEXIBLE CONNECTORS AT I'HE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISPENSER S MRS, I, fill
<br /> CONTRACTOR TO INSTALL GARB APPROVED STAGE I MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS, INSTALL PRODUCT AND FILL ADAPTERS PIPING -TO BE INSTALIED PER MANUFACTURER'S LISTED INSIRUCTIONS AND SHALL ONLY BE INSTALLED BY QUAUFIED INSTALLERS CERTIFIED BY T dE
<br /> DOUBI-E WALL kit ARCO BRANDED VARIANT: DUAL FELS AND DUN. STAGE I VAPOR RETURNS ARE TO BE INSTALL ED IN CUSTOM MULTIPORT "QUAD" MANHOLE ON -['FIE CD
<br /> 1�-,�wi.
<br /> FRP TANK L[I-="A" 25300 GALI ON -TANI< ONLY. VENT AND STAGE 11 TANK CONNECTION AND VENT AVID VAPOR PIPING IS INSTALLED IN THE FILL SUE SUMP PER DETAIS.
<br /> DOUBLE W LL
<br /> FR P TA N K
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<br /> R01 N.L MLALL�TIQN, CALIFORNIA VARIANT: STAGE 11 VAPOR PIPING TO BE DOUBLE WALLED AND INS-TALLED WITH CONTNUOUS VACUUM MONITORING DEVICE PER AB2481
<br /> STANDARD: CON-TRACTOR 'TO INSTAL L FE PETRO ST 2 HP VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK REQUIREMENTS, ALL CONNECTIONS TO THE TANKS SHALL BE MADE WITH 3", DE
<br /> E
<br /> VELOPM �qTINFORMAT16��, uX
<br /> DETECTION, LEAK DERC M
<br /> SUMPS AS SHOWN ON SHE SPECEIC DETNL DRAWINGS. ALL, PRODUCT LINES TO TURBINES TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK THE STAGE 11 EVR WUH ISD DEIGN TO BE INCORPORATED INTO THE UST SYSFE S IN CAL-IFORNIA, ARCO NTI
<br /> VEEDER ROOT CARBON CANISTER VAPOR POLISHER WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISD COMPONENTS,
<br /> 'JORS ARE TO BE TESTED FOR THE 3 GPH LEAK DETECTION PRIOR TO START UP, CONTRACTOR TO PROVIDE TEST DATA AT
<br /> -4, THE TIME OF PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BNDER, ALL TURBINES ARE EQLHPPED WUH STANDARD "IT' CHECK VNNE AS A am/pm
<br /> "'z
<br /> TOR "TO INSTAL[- I" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE). CONTRACTOR IS TO LABU. FUEL CANOPY W/ 6 MPD's
<br /> HEY SERVE GREEN CONTROLLER I, IGHTS AIRE TO GO OUT WHEN TURBINES ARE OFF OR J_',
<br /> CONTRAC H INTAKE FILTER SCREENS. SEE GENERAL SHEETS GR.2 SERIES DRAWINGS FOR DEIGN INTENT DETAILS ON THE ABOVE SYSTEMS,
<br /> UEFORE BAC 1,K MR STANDARD FROM FACTORY, SET -TURBINE INTAKES AT 5" FROM BOTTOM OF TANK& TURBINES TO BE EQUIPPED WIT 3000
<br /> _,f--
<br /> JL� `AC TURBINES AND CONTROLLERS AS TO WHICH PRODUCT I
<br /> AUER 0 K_ FIL[=
<br /> LOSE POWER. IST PUMP CONTROLS ARE TIED TO VEEDER ROOT TLS-35a SEE APPROPRIATE TURBINE CONFIGLJRA71ON AND PROGRAMMING SHEETS,
<br /> TANK INSPECTION AND INSTALLATION -- IDEFLECTION MEASUREMENT
<br /> DIPSTICK PREPARATION
<br /> DRIVE A SMALL, HEADED, NONSFARKING (EG. BRASS) NAT[- HALFWAY INTO A WOODEN DESTICK, I INCH 7,'FC ADDRFSS
<br /> ABOVE ITS BASE,
<br /> FIRST DIAMETER READING (PRIOR TO BACK FILL) 6009 N� ELDORADO STREET "n7-
<br /> 1. PLACE THE DIPSTICK INTO A SERVICE FTFTING, 2
<br /> Z MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF' THE FITTING, Of it SWAIN RD I"',
<br /> 3- PUII RE DIPSJICK UP UNTIL THE EXPOSED NAT. CATCHES ON THE' INSIDE TOP OF TANK, STOCKTON,CALIFORNIA (31
<br /> 4. MEASURE IHE DISTANCE FROM THE TANK TOP (INSME) TO THE TOP OF THE FU7ING. SUBTRACT 1 T)
<br /> INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE
<br /> 5. SURTRACT THE SECOND DISTANCE FROM THE RRST AND RECORD THIS VALUE AS READING "A" FACIL11'Y # 1'BD
<br /> INSIAL.LATION CHECKUST, ON THE
<br /> DESIGNED BY, ALLIANCE Z&Dm,,----
<br /> SECOND DIAMETER READING (AUER BACKFILL) NP/RF D6
<br /> 1� PLACE THE DIPSTICK IN-TO A SERVICE RT114G JVTH A STANDPIPE INSTAL LED -10 SUBGRADE. CHECKED BY� ov BP REPM:
<br /> Z MEASURE AND RECORD THE 06TANCE FROM THE TANK BOTTOM TO THE TOP OF' 'THE STANDPIPE, DRAWN BY,-
<br /> a PILTI THE DIPSTICK UP UNTIL THE EXPOSED NAT CATCHES ON THE INSIDE -TO[-' OF" TANK,
<br /> 4, MEASURE THE DISTANCE FROM THE -TANK TOP (INSIDE) TO THE FOR OF IHE STANDPIPE, SUBTRACT 1 'ON: V-13.0 PROXCT NO:
<br /> INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE 17866
<br /> 5. SUBTRACT THE SECOND DISTANCE FROM THE FEST AND RECORD THIS VALUE AS READING "B" 06-10-2016
<br /> INSTALLATION CHECKLIST, ON THE DRAWNG flTLF:'__
<br /> CALCULATION AND COMPARISON TANK AND PIPING
<br /> 1, SUBTRACT READING "B" FROM READING "A".
<br /> SCOPE OF WORK
<br /> 2. COMPARE TH6 VNNE TO THE TABLE OF' "MAXIMUM ALLOWABLE DEFLECTIONS" SLLOWN ON THE AND GENERAL NOTES
<br /> "INSTALLATION CHECKLIST",
<br /> I VERTICAL DEFLECTION N EXCESS OF THESE VALUES INIDICATES IMPROPER INSTALLATION AND VOOS THE TRP 1 OF 2)
<br /> TANK WARRANTY,
<br /> S EF 07
<br /> MAXIMUM DEFLECTION FOR 8'-0" TANKS
<br /> MAXIMUM DERICTION FOR '10'-0" TANKS
<br /> GoOm2iol 1�_)
<br />
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