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SLOPE CONCRETE AROUND ALL SLOPE CONCRETE AROUND ALI. SINGLE WALL STAGE li--,
<br /> MANHOLE`> 1" RISE OVER 12" RUN 6 MANHOLES I" RISE OVER Ir RUN - DOUBLE WALL UNDERGROUND STORAGE TANKS
<br /> SLOPE CONCRETE AROUND ALL Al\ VAPOR RECOVERY LINE
<br /> 6 MANHOLES 1" RISE OVER 12" RUN (MARK PIPE 'TO SEPARATE PRODUCT' PIPING IYPORT'ANT:
<br /> F--036 FROM PRODUCT LINES) TANKS ARE To BE INSTALLED AND TESTED PER CURRENT
<br /> X7 MANUFACTURER'S INSTRUCTIONS,
<br /> 55 4&0 -
<br /> �@
<br /> GENERAL:
<br /> EXCAVATE FOR, SET AND FILL, AROUND ALL UNDERGROUND
<br /> C27
<br /> ...... TANKS AS SHOWN ON DRAWINGS AND SPEC I FICATIONS.
<br /> FANKS ARE TO BE BALLASTED WITH GASOLINE OR WATER
<br /> <1 44 AFTER INSTALLATION AND BACKFILL,
<br /> 4 4 4 E' I> 4 4 4 WHERE rHIS DRAWING IS IN CONFLICT WITH THE LOCAL
<br /> REGULATIONS, LOCAL REGULATIONS WILL SUF)ERCEDE THIS
<br /> DRAWING IF THEY ARE MORE STRINGENT,
<br /> 2�
<br /> PFA GRAVEL AND BACKFILL:
<br /> C4, -,/ 1 11 - I
<br /> (4 ......
<br /> USE PEA GRAVEL (ROUNDED PARTICLES) WITH A MINIMUM
<br /> DIAMETER OF
<br /> 1/8" AND MAXIMUM DIAMETER OF 3/4',
<br /> �2-C�))
<br /> STONE CRUSHINGS SHOULD BE WASHED AND FREE FLOWING,
<br /> ANGULAR PARTICLE SIZE SHOULD BE BEl"WEEN
<br /> I/F ' AND 1/2"
<br /> AL AND MUST MEET ASTM C-33 PARAGRAPH 9,1 REQUIREMENTS,
<br /> T7
<br /> NO MORE THAN 3% OF BACKFILL MATERIAL SF-iALL PASS
<br /> THROUGH A NUMBER 8 SIEVE,
<br /> 47
<br /> 4 7 ANfiiQEIN-(�,
<br /> IF NECESSARY, rANKS ARE TO BE ANCHORED PER
<br /> MANUFACTURER'S SPECIFICATIONS, CONSULT WITH OWNER'S
<br /> LJ
<br /> A
<br /> FIELD REPRESENTATIVE TO DETERMINE IF ANCHORING IS
<br /> TO BE INCLUDED, (STRAPS PROVIDED BY OWNER)
<br /> PIPING TRENCH TANK TEST:
<br /> TANKS MUST BE 'TESTED ACCORDING "TO CURRENT
<br /> PLAN VIEW MANUFACTURER'S PROCEDURES, NOTE THAT PROCEDURE
<br /> ..........
<br /> VARIES BETWEEN MANUFACTURERS,
<br /> i o"
<br /> IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND
<br /> A STORAGE TANKS SHALL BE TESTED ABOVE GROUND WITH
<br /> SLOPE CONCRETE AROUND ALL 5 PSI AIR PRESSURE,
<br /> CONTRACTOR TO FOLLOW MANUFACTURER'S 6) WNHQLES 1" RISE OVER 14'* RUN
<br /> INSTALLATION INSTRUQjI,Q S TO INSURE
<br /> AFTER INSTALLATION AND BACKFILL. TO TOP Of- TANK AND
<br /> PROPER PL.ACEMEN-
<br /> 000, INSTALLATION OF PIPING CONNECTIONS, ALL UNDERGROUND
<br /> 0",
<br /> 7 SPI
<br /> 'R STORAGE TANKS SHALL AGAIN BE TESTED WITH AIR
<br /> 5)6 PRESSURE AT 5 PSI WITHOUT PRODUCT AS BALLAST,
<br /> ALL YARD PAVEMENT WORK,
<br /> z <1 AFTER COMPLETION OF
<br /> INCLUDING TANK PADS AND PUMP ISLANDS, A PETROTITE
<br /> (OR APPROVED EQUIVALENT) TEST SHALL BE PERFORMED
<br /> AT' THE EXPENSE OF THE OWNER ON THE TANK,
<br /> PRODUCT
<br /> :ZxJ AND VENT L-INES,(NiTROGEN TEST FOR VAPOR RECOVERY PIPING)
<br /> CONTRACTOR SHALL COMPLETE THE TANK MANUFACTURER'S
<br /> CHECKLIST AND SUBMIT THIS LIST TO THE OWNER'S
<br /> REPRESENTATIVE,
<br /> PIPING
<br /> DEFLECTOR PLATE DEFLECTOR PLATE co PIPE:
<br /> 3c TANK BOTTOM 0 TANK BOTTOM
<br /> FIBERGLASS PIPE TO BE A,O. SMITH OR AMERON (BRANDS
<br /> MAY NOT BE MIXED, INSTALL PER
<br /> MANUFACTURER'S
<br /> RECOMMENDATIONS), STEEL PIPE TO BE SCI-i, 40 GALV,
<br /> PIPE JOINT SEAL:
<br /> 7" GASOILA SOFTSET SHALL BE USED ON ALL STEEL- PIPE
<br /> 74' 8" 8 8"
<br /> FITTINGS AND THREADED METAL CONNECTIONS,
<br /> ALL PIPE AND PIPING SHALL BE AS NOTED ON DRAWINGS,
<br /> UINE OBSERVATION WELL DETAIL. F" SPACE PIPING IN TRENCHES 0 8" O.C.
<br /> TANK VENTS,
<br /> STAGE I VAPOR RECOVERY 110 = 1 "-ol#
<br /> 2 2 ALL TA'
<br /> 'TANK GAUGE DETAIL AND FILL PIPE DETAIL D E NOTE:
<br /> =Z=== - - -AR , SPACE MONITOR DETAIL BACKFILL�
<br /> ill v-011 2/2 2/2 NUMBER AND LOCATION OF LINE BACKFILL OVER PRODUCT AND VENT LINES IN TRENCH SHALL BE
<br /> OBSERVATION WELLS PER PLOT PLAN,
<br /> CLEAN COMPACTED PEA GRAVEL, PIPING SHALL BE LAID AND
<br /> CONTINUOUSLY SUPPORTED ON 6" OF COMPACTED PEA GRAVEL,
<br /> NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS
<br /> DISPENSER OUTLINE
<br /> 3/4" CONDUIT ,
<br /> (1) 1" T
<br /> R OTHR DRIS.
<br /> FOR SPEAKERFOR DISPNR *STAGE 11 VAPOR
<br /> SLOPEre
<br /> NOTE:
<br /> RECOVERY LINE
<br /> CONFIGURATION SHOWN IN 'THIS DETAIL IS FOR ALL PIPING MUST SLOPE TO UNDERGROUND TANKS,
<br /> 3 1/8- 32
<br /> A GILBARCO "MPD--3" DISPENSER. -
<br /> PIPE TESTING,
<br /> FOR GILBARCO "ADVANTAGE", WAYNE "DL-390"
<br /> AND "V-390" DISPENSERS REFER TO DRAWING C6 EACH PIPE SYSTEM, PRODUCT PIPING AND
<br /> 15R-S2VR-G/W 212. VENT PIPING, SHALL BE PRESSURED TO
<br /> 50 PSI AND MAINTAINED AT THAT PRESSURE FOR 24
<br /> **NOTE: HOURS BEFORE BACKFILLING AND FOR 24 HOURS
<br /> INSTALL TRAFFIC BEARING PLATE TO PROTECT C2Tmm
<br /> AFTER BACKFILLING, IF' NO PERCEPTIBLE CHANGE IN
<br /> LATERAL PIPING DURING CONSTRUCTION, PRESSURE HAS OCCURED AT THE END OF THE TEST
<br /> PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY
<br /> ***NOTE: ACCEPTABLE, THIS SAME TEST SHALL BE PERFORMED
<br /> PROTECT MAIN RUN PIPING UNTIL SLOPING PIPE �/4" CONDUITS—�//; AFTER BACKFILLING,
<br /> REACHES THE MANUFACTURE'S MINIMUM BURY FOR DISPENSI�R "A7 SIDE
<br /> DEPTH. GRIP BOX SENSOR
<br /> OR 12 1 4 11/16" (�4) IF DOUBLE' WALL,, PIPE IS USED, THE SECONDARY PIPE IS
<br /> TO BE PRESSURE TESTED AT 5 PSI FOR 60 MINUTES
<br /> 42" BEFORE BACKFILLING AND 60 MINuTES AFTER BACKFILLING,
<br /> 2
<br /> *GIL-BARCO MPD-3 01
<br /> CONCRETE
<br /> STRAP VENT
<br /> DISPENSER I
<br /> PLAN DETAIL @ PUMP BOX LINES TOGETHER 4 CONCRETE USED SHALL MEET BP STANDARD SPECS.,
<br /> i o" DRAWING OP-S-1, SECTION 1 ,01,
<br /> SUMP UNITS
<br /> "Y' SIDE "A:' SIDE PAINT GRAY FIBERGLASS SUMP UNITS ARE TO BE SEALED PER
<br /> 42" S' BUILDING WALL MANUFACTURE'S INSTALLATION INSTRUCTIONS,
<br /> 6"
<br /> (n4D6 9 15zi 11 7/8" 11 8 STAGE 11 VAPOR RECOVERY
<br /> DISPENSER ISLAND - 4 1 11/16"
<br /> PIPING UNIONS-,,-- --T REFER TO DWG, 15R-,-S2VR-G/W 2/2 FOR COMPILE
<br /> fi BY GILBARCO IjLS, Lj
<br /> 12"
<br /> d C11(17- STRAP LINES
<br /> 'T TO BUILDING 16 1991
<br /> le 7
<br /> 2 9 C6 0
<br /> CONCRETE SLAB (3 (Do J"
<br /> Lz
<br /> & "'IATES P
<br /> Axa10
<br /> &0
<br /> C5O) lit- REIAIL MARKETING
<br /> 90 GRADE BP OIL CQc
<br /> DESIGN AND ENGINEERING
<br /> z 200 PUBLIC, SQUARE
<br /> T -7� z
<br /> 38
<br /> 5
<br /> Ld 15 I J CLEVELAND, 01110 4 41 14
<br /> 0 C3)- SLOPE TO TANKS
<br /> (6 2 4"
<br /> 2"
<br /> 10
<br /> 54 14 �"',� L- - -j :E
<br /> 7 ._SAI 4 1/'4"
<br /> Al2
<br /> _�C(63:3� ------�1- ----------,-- '41
<br /> DIA. HOLE FOR
<br /> ENVIRON FLEXIBLE DOUBLE WALL FIBERGLASS U
<br /> ENTRY 8 CK
<br /> 9 COT
<br /> (TYP,) FREE STANDING PROFILE PLAN VIEW WALL MOUNTED PROFILE TANK AND LINE DETAILS
<br /> Al
<br /> _141, - 1206 MARCH LANE
<br /> '7
<br /> VENT RISER DETAILS CD
<br /> 1 4pt 8" 8" 4 8
<br /> -7 015 -
<br /> Az— 32" 10"
<br /> ---Pl-b--------I- MADE BY: TAtTz
<br /> PEA GRAVEL.-"...
<br /> DATE 10--15-91 KED BY:
<br /> 8" SIDE
<br /> 7" 8" 8" 18" d --, I
<br /> ------ CKD
<br /> ........... ------ rlll�
<br /> ..........
<br /> PRODUCT PIPING AT DISPENSER ISLAND ELEVXFION DETAIL @ DRIP BOX ------------ ...........----------- ------
<br /> i
<br /> --------------
<br /> 10
<br /> 4-1,
<br /> 7 4
<br /> 0
<br /> lc:)
<br /> 111 90"FS2
<br />
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