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<br /> 1 2 J 3 4 5 6 7
<br /> FULL SYSTEMS PRECISION TA
<br /> COLOR CODED PRODUCT COLLAR I. MC AND LINE TESTMG
<br /> PAVEMENT PER 617E PLAN TO BE ARRANGED BY CONTRACTOR(NOTIFY
<br /> 4' TOP DEAL ADAPTOR I I SLOPE CONCRETE DOWN 11/2' CONTRACTOR'S REPRESENTATIVE 2 WEEKS IN
<br /> AND CAP , , FROM MANHOLES,TYP ADVANCE).
<br /> -_ LIQUID SENSING PROBE P > > e
<br /> § 2' VENT LINE W/ 3" -- - 4"NIPPLE I 2. DISPENSER SUMP 4 TURBINE °5,41 D ARE TO BE c �o
<br /> SECONDARY PIPING WATER TESTED AS FOLLOWS: V U
<br /> TTO
<br /> FOR DEPTH SEE e2 PEA GRAVEL A. FILL WATER TO RIM.
<br /> PENETRATION BOOT rVOR
<br /> \ 2x PIPE 0 TYPAR—► t3 ������' INC*
<br /> 3" SECONDARY CONTAINMENT NIR-S� �. / 8. SPRAY PAINT 70P OF WATER
<br /> ° PEAGRAVEL6. r 3. THE CONTRACTOR SHALL REAPPLY VACUUM TO ENwRONMENTu DESIGN
<br /> 2" F'RODUGt LINE MRK MM. _ _ - THE TANK ANNULAR SPACE PER MANUFACTURER'S PLANNING
<br /> 6.
<br /> SPECIFICATIONS AFTER RISER$HAVE BEEN INSTALLED.CONNECTOR \ z I III VACUUM 16 TO BE MAINTAINED AT ALL TIMES r
<br /> A I I (OMIT ON DIESEL TANK) i�� ;6? 4° SCHEDULE 40 STEEL
<br /> POSSIBLE.
<br /> EXTRACTOR ASSEMBLY �_--MIN 6' PEAGRQVEL BED-�� j I III RISER A
<br /> 3" FIBERGLASS VAPOR RECOVERY FOR VAPOR RETURN %/.�/// " I 4' ALUMINUM FILL TUBE 4. PIPING: AFTER PRESSURE TESTS ARE COMPLETED C
<br /> LINE W/ 4" SECONDARY PIPING (OM IT ON DIESEL TANK) ON ALL THE LINES,PRESSURE MAY BE REDUCED
<br /> SLOPE TO LOWEST GRADE TANK TO A MINIMUM OF 20 PDI AND MUST BE MAINTAINED
<br /> (OMIT ON DIESEL TANK), REFER TO SUB PUMPSLOPESLOPE TRENCH BOTTOM EVENLY FROM DISPENSERS BACK TO TANK SUMPS ATA UNTIL ALL CONCRETE/ASPHALT SURFACES HAVE 950 FULTON AVENUE, SUITE 200
<br /> PIPING PLAN FOR ACTUAL MINIMUM SLOPE OF I/S In./Ft. I I BEEN COMPLETED- SACRAMENTO, CA. 95825-4503
<br /> CONFIGURATION 4 SIZE. 2. TRENCH BOTTOM MUST BE FREE OF HARD OR SHARP OBJECTS. - — — — — — — — - T�FITTING TELE (916) 979-7205
<br /> 5. TANKS SHALL BE INSTALLED PER THE MANUFACTURES FAX (916) 979-7210
<br /> NOTE: 3. GRADE TRENCH BOTTOM WITH AT LEAST &" OF SELECT BACKFILL TO PROVIDE , , SPECIFICATIONS
<br /> FIRM, EVEN SUPPORT FOR THE PIPE. COMPACT THE SUMGRADE TO PREVENT
<br /> * PIPES MUST EXIT PERPENDICULAR TO SUMP WALL DIFFERENTIAL SETTLING I OVERFILL PREVENTION VALVE 1S. ALL PIPING,COUPLINGS,SEALANTS,OR RELATED PIPNG
<br /> 4. PROTECT THE PIPE FROM IMPACT AND ABRASION DURING BACKFILLING i I I SEAT AT 90% $HUT-OFF SHALL CT COMPATIBLE WITH EACH OTHER AND THE
<br /> * NEVER COVER UNUSED BUNlGB W/ PIPE OR CONDUIT I I PRODUCT THAT THEY SHALL CONVEY
<br /> Al SUMP PLAIN (GASOLINE OR DIESEL TANK) A3 TYPICAL PIPING TRENCH DETAIL A5 VAPOR e i:ILL DETAIL GENERAL NOTES
<br /> TANK_SUMRdw 51303 110216 $GALE=�/y"=1'•0' PIPINIG_TRENCH,dw 4-22-03 4:4L43 pM PST NQ$GALE OPV_VENT.drg 51903 32456 SCALE, VjSI'-0' �� TGWT.tla 21902 13058
<br /> 36' DIA.
<br /> MANHOLE
<br /> r �-
<br /> (3)-w4 BARS
<br /> 6' LCNG,TYP RANDALL L. MOORE, ARCHITECT, along
<br /> �
<br /> with SUTTON & ASSOC., INC., jointly
<br /> J. 4,TYP hereby expressly preserve their com-
<br /> mon law copyright and other property
<br /> B
<br /> B ore not to be reproduced, copied or
<br /> , I rights l
<br /> changed these
<br /> aany plans, plans
<br /> form whatsoever,pp nor
<br /> �y
<br /> 61,Tyr are they to be assigned to a third
<br /> party,
<br /> t first btf the ex—
<br /> presswritten consentoRANDALL L.
<br /> MOORE and/or SUTTON & ASSOC., INC.
<br /> i 'RUCK •.
<br /> RER Ai DUB PUMP, NEE Bl - OMIT ON DIESEL) EGOYERT /--; � t SPIE_ ::ONTANMENi
<br /> 2 MANHOLE
<br /> / 1
<br /> f
<br /> iLJPE :.ONI:RETE OUW.N ;
<br /> FROM MANHOLES,TYP RANDALL L. MOORE, ARCHITECT
<br /> -- 36" DIA MANHOLE W BARS
<br /> DIAGONAL C 08723
<br /> I6' LONG, TYP @' DIA MANHOLE La
<br /> FOR PRI IANC HOLE: 8' CONCRETE C' LIQUID SENSING FRO'3E
<br /> TAW SLAB WITH 44 REBAR AT
<br /> 27 EACH WAY SUB PUMP I I FILL GAP AND ADAPTERcil
<br /> SUB PUMP RE®AR DETAIL .Q Z
<br /> CONCRETE SHALL EMEND A G EXTRACTOR A66EMBLI «JK I awAmn4•a amt mxa SCALE-1/2"al'-0'
<br /> MINIMUM OF 2'-0' BEYOND THE
<br /> VAPOR RETURN AND 4' PIPE
<br /> 11, aT
<br /> ENDS AND SIDES OF THE TANGS CAP(OMIT ON DIESEL TANK) ASPHALT OR 6" _ z
<br /> (SEE SITE PLAN FOR ACTUAL .-+r'Jr2 -1r' a,\u aJ�N'Nil +� 0 Z .+dE� r�-
<br /> TANK SLAB SIZES)
<br /> ' REBAR AT M.a\nthco � CONCRETE DRIVE BLAB
<br /> -_... SEE = J .-i `I,w\nJ4c I ( W/ #3 REBAR a 24" O.C. � � � Q V X 3
<br /> B� 0 41x\u�aK i1`1 a1F
<br /> ra MONITOR, SEE EA WAY w Q 10
<br /> 2' MIN. II'-0' T2 I ,„ � Z LL = _
<br /> z
<br /> _ � .�{{•��, w w
<br /> FIBEWYLA$$ PUMP I — --- - - - -i
<br /> CONTAINMENT SUMP 4'b BLACK IRON RISERS TYP. W/ lY-9LYIL 'q
<br /> AND LID,DEE zI I I _ 1 -I, ( V
<br /> NIPPLES AND ADAPTOR AS REO'p I —
<br /> C z _I
<br /> 2'xI2 FLEX
<br /> ® III I C .L H
<br /> CONNECTOR VENT LINE I O
<br /> v I I
<br /> SEE DETAIL 72 .n
<br /> i I ill
<br /> 1
<br /> REVISION BY
<br /> -
<br /> TEST BOOT I I 3'x24'FLEX CONNECTOR III OVERFILL PREVENTION I I I' MIN
<br /> l I VALVE
<br /> LIQUID 6EN544i PROBE,
<br /> TAMC LEVEL MONITOR
<br /> 3' VAPOR RETURN PIPMCs ,
<br /> I I (OMIT ON DIESEU II DROP TUBE
<br /> II p I II
<br /> PEA GRAVEL BACKFILL
<br /> EXISTING FUEL TANKS 'I ( III DATE: MAT I, 2003
<br /> REGULAR / PREMIUM UNLEADECI I I DRAWN 6Y: 53M
<br /> I I 12,000 GAL. TANK, TYPICAL OF THREE (3) Ii I III o6 No-- - 0317
<br /> I I I I ;I
<br /> uI-II III
<br /> I I I N I I TANK STRIKER .EI I I I -
<br /> DER ALL TANJKS TIP III i SHEET
<br /> ILL
<br /> (AN
<br /> I ur II I
<br /> T2
<br /> 9 LIQUID SENSING PROBE
<br /> OF SHEETS
<br /> � -
<br /> � - III i ! L- ! '
<br /> - '�I � � �- I I I II I II I II I I I �� TANK ELEV�4tIt�N
<br /> pi EXISTING TANK ELEVATION AND SECTION (AUTOGA50LINE) _ 4 TANK
<br /> LEVATI N
<br /> TAW_SEVEa 5-19-03 3VO m PSI $GALE=10'=I'-0'
<br /> 1 2 3 4i 5 6 - 7 sut24x36,dwg 92500 21556
<br /> 117T2.dwg 51903 32837
<br />
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