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CLIENT:
<br /> 10 -3 1/2" 1,'-8" ® NOTES: UST INSTALLATION bp
<br /> 4'-6" 5'-2 1/2" op
<br /> OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> CONCRETE.
<br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br /> SURFACE.
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br /> --- -_ -�_ - -- --- - 4 » GLOBAL FUELS TECHNOLOGY
<br /> O LENGTH. PLACE REBAR 6 FROM SIDES OF BOX.
<br /> 129000 GALLON - PREMIUM UNLEADED 10 , 000 GALLON - DIESEL 150 WARRENVILLE ROAD
<br /> 8" 8" \ g" 811 16 SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT NAPERVILLE, ILLINOIS 60563-6473
<br /> 16-1/2" O5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. LAST NATIONAL SITE ADAPT CONSULTANT:
<br /> 16-1/2" 16-1/2" cr \ TWO FEET TO SUMPS SHALL BE PVC COATED RIGID.
<br /> Ld REF. REF. 22 \ s REF. REF. ONE 1 " STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> w 42" DIA. FILL �_ 0 \ FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> z D SUMP 1i Q 22" DIA. `` Q 22" DIA. 48" DIA TURBINE O SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> MANWAY \ MANWAY SUMP SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> BRINE RESERVOIR BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> AND INTERSTITIAL INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> o MONITOR ® ® ONLY LOW VOLTAGE WIRING FOR SENSORS. LAST TWO FEET TO SUMPS
<br /> o -
<br /> SHALL BE PVC COATED RIGID. x
<br /> ��� 00
<br /> Re tt/er - Ryen Inc.
<br /> f
<br /> -� I �"� - -- -� - 0--I USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN %," 6747 SIERRA CT. SUITE J
<br /> ® & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL DUBLIN, CA. 94568
<br /> I O SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD (925) 551-7555 U
<br /> I
<br /> / ANCHOR STRAP REPRESENTATIVE.
<br /> j 14 LOCATION (TYP.) r
<br /> 8 NOT USED.
<br /> Q MASTER DRAWING RELEASE HISTORY
<br /> lom
<br /> 42" DIA. FILL
<br /> 48" DIA TURBINE / SUMP -� VERSION DATE o
<br /> SUMP TANK WEIGHT O9 NOT USED. coxx V-0 MAY 2000 cn
<br /> 12,873 LBS DRY TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST Coxx V-1 FEB 2001 �
<br /> 16,900 LBS W/BRINE 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER coxx v-2 JUNE 2001
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. Coxx V-3 JAN 2002 0
<br /> CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS COXX V-4 JUNE 2002
<br /> WHERE MEETING CONCRETE. C o
<br /> oXx V-5 FEB 2003 0
<br /> 1 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF Coxx V-6 JULY 2004 _
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP). COXX V-7 MARCH 2006
<br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR coxx V-8 JULY 2007 _
<br /> SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK coxx V-8.1 DEC 2008 E
<br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. E
<br /> OPTIONAL MANUFACTURER coxx V-9.0 JAN 2010
<br /> SUPPLIED 18"x8"x18' 14 1'-8" 2'-2" 1'-8" 16 1/2" (TYP.) O TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH
<br /> 14 OWNER'S REPRESENTATIVE. o
<br /> DEADMAN (TYP. OF 4) " � �� , „ �� , „ „ „ N0. DATE REVISION DESCRIPTION
<br /> 40 6'-10 1/2 7 -2 4 -1 1/2 4'-1 1 5 -9 1/2 6'-10 1/2 5'-6 1/4 BALL FLOAT VALVE IS PROVIDED AND DESIGNED FOR PREVENTING OF WETTING
<br /> OF THE VENT AND VAPOR RECOVERY PIPING ONLY. UST OVERFILL COMPLIANCE 3
<br /> loo ol 41'-3 1/4" IS ACHIEVED BY THE USE OF AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH 2 11/5/10 E.W. HEALTH COMMENTS '
<br /> <@> TIED INTO THE VEEDER ROOT AUTOMATIC TANK GAUGING SYSTEM. THE o
<br /> PLAN
<br /> MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE 3
<br /> UNDERGROUNDTANK 1 LAN VIEW TANK(S) ARE FILLED TO THE 90 PERCENT LEVEL AND IS IN ACCORDANCE WITH
<br /> FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. 4 0
<br /> SCALE: 1/2" = 1 '-0" XX NOTE: 5
<br /> 0 Q O INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02 s V)
<br /> C D G
<br /> M.5.3.16 M.5.3.16 M.5.3.16 1 7" CONCRETE SLAB AT
<br /> 2" INSIDE 3" DOUBLE C D G H 87.6 LB/CF a la
<br /> FOR OPW FILLS M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.13 USE SINGLE 2 HP TURBINE
<br /> WALL FRP VACUUM 9 CO
<br /> USE SINGLE 2HP TURBINE E F G H o
<br /> M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.13 C D G CROSSOVER TO FILL
<br /> M.5.3.19 M.5.3.19 M.5.3.19 SUMP FOR VENT & 45.25' D
<br /> 1 1 VAPOR CONTINUOUS 1 13
<br /> 7" THICK CONCRETE 1 3 MONITORING. z
<br /> SLAB (TYP.) 2 3 FOR PHIL-TITE FILLS
<br /> H SEAL:
<br /> ASPHALT AND STONE PER M.5.3.16
<br /> PROJECT SPECIFICATIONS \ 3 4 (TYP.) 4' DIA. -o
<br /> M 5 319 i" FRP BONDED 34 10 11 TYP. SUMP I
<br /> ENTRY FITTING ( (TYP.) O
<br /> 10 11 (TYP.) (TYP.) 1 (TYP.) I 3 �� , d5 .� � o
<br /> .• A n .ad., < o
<br /> d.
<br /> COVER �.r M.
<br /> 4' MIN
<br /> ! e C 11Z + a d .a l ITl a' ,e .e e' •e a d. + • :'a•`
<br /> d 4
<br /> . d
<br /> (� q `ppb
<br /> �i •' . ! a Y a + 'd a Id e < Fa. a •d d e d A I ,`
<br /> 1 a I
<br /> °••
<br /> 1�.
<br /> a ..
<br /> 4 .
<br /> a 3 PEA GRAVEL MIN. TO °: "« EL �; f
<br /> 4 1.5' GRAVEL
<br /> N
<br /> °`•" 1 COND. LOOP TO SUMP 18
<br /> 2 INSIDE 3 DOUBLE PREVENT LOAD TRANSFER « ! °; 12,873 LBS COLUMN
<br /> 189 I I WALL FRP VACUUM I TO TOP OF TANK O !«.' _ © op CAi o
<br /> J-BOX I CROSSOVER TO FILL
<br /> i f-
<br /> 4" FRP RISER TO GRADE 166 SUMP FOR VENT & w I 67' X 1.5' X 36.0'
<br /> 5 S'oNFlDENITALTY STATEMENT,
<br /> VAPOR CONTINUOUS I o C) DEADMAN THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT
<br /> 6 I MONITORING. COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO,
<br /> HOME RUN TO 6 in THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL �}
<br /> 5O 1" FRP BONDED m BUSINESS INFORMATION OF IN ACCORDINGLY, THE
<br /> BUILDING iI \ / I I 5 FI 1I-1. I I III _ [II j I i� p7 RECIPIENT AGREES GR RETAIN THESE MATERIALS IN STRICT
<br /> .....1 I ➢ice. C i .:III 1 34 CONFIDENCE AND AGREES NOT TO DISCLOSE THESE PrJ
<br /> 1-•- '• ENTRY FITTING 12" MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES
<br /> \ 1 FRP BONDED I NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT
<br /> DUAL FLOAT HYDROSTATIC 34 TYP. � r » AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED >
<br /> MONITORING SENSOR 0 ENTRY FITTING ( ) _� 13 -6 PURPOSE FOR WHICH BP HAS MADE THE MA ERIALS
<br /> O 6 AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL
<br /> (TYP•) Z MATERIALS TO BP EITHER UPON COMPLETION OF THE
<br /> • INTENDED PURPOSE OR UPON THE REQUEST OF BP,
<br /> HYDROSTATIC
<br /> � WHICHEVER COMES FIRST. �
<br /> RESERVOIR TO TURBINE O BUOYANCY CALCULATIONS PIPE AND TANK DESIGN DISCLAIMER: v
<br /> O .I SUMP 1 I lO
<br /> -i SLOPE SIDES OF TANK HOLE OR 12 j�� ����� I BP DOES NOT AND CANNOT WARRANT hiA7 THE PLANS FOR /
<br /> H EllCALCULATION BASED ON SUBMERGED WEIGHT OF ALL MATERIALS: PETROLEUM STORAGE AND DISPENSING ARE COMPLIANT WITH co
<br /> USE SHORING FOR ALL TANK �� �� ALL LEGAL REQUIREMENTS hiAT EXIST OR AS THEY M.4Y BE OT
<br /> s ��--- TANK WITH SPHERICAL ENDS 10.5' O.A. DIAM. 10' NOMINAL APPLIED IN hE FUTURE. NOR DOES BP WARRANT hiA7 A C_
<br /> EXCAVATIONS IN ACCORDANCE WITH �� - -_ ��, �� ( ) FUELING STORAGE AND DELIVERY SYSTEM CONSTRUCTED IN
<br /> r » r " CONFORMITY WITH THESE PLANS WILL BE FREE OF ALL
<br /> OSHA 1926 SUBPART P, OSHA !/ TANK LENGTH: 41 3-1/4 TANK DIAMETER 10'-6" LEAKS. YOU ARE ACCORDINGLY STRONGLY ENCOURAGED TO P
<br /> STANDARDS - EXCAVATIONS; FINAL \ / \ \ l \ TRY 36'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH CONSULT WITH A FUELING STATION ENGINEER H YOUR
<br /> p CHOOSING TO INDEPENDENTLY EVALUATE WHETHER"THESE
<br /> RULE OCTOBER 1, 1989 �j _Z PLANS ARE TRULY SUFFICIENT FOR CONSTRUCTINGYOUSTATION.THE /
<br /> EMPTY TANK UPLIFT = 22,000 GAL STORAGE AND DELIVERY SYSTEM AT YOUR STATION. C
<br /> \\\ol
<br /> 7.48 GAL./CF - 2941 CU FT DEVELOPMENT INFORMATION:
<br /> /e� EXTRACTOR FITTING & EXTRACTOR FITTING & 2941 CU FT X 62.4 LBS CF = 183,518 LBS DISPLACED WATER v
<br /> 19 21 15 3" BALL FLOAT VALVE 19 21 15 3" BALL FLOAT VALVE \ CO ' 12 ( ) UNDERGROUND ST®RAGE
<br /> LOCATED AT 98% I LOCATED AT 98%
<br /> \\ a TANK SUMP UPLIFT = (2) X 3.14 X 2.0 Iz 4 100.5 CU FT TANK STANDARDS
<br /> CAPACITY \� CAPACITY / + (2) X 3.14 X 1.75 X 4 = 77.0 CU FT
<br /> cn
<br /> 177.5 CU FT ELEMENT TP01cn
<br /> 177.5 CF X 62.4 LBS/CU FT = 11,076 LBS DISPLACED WATER V-9.0 2010 SERIES
<br /> ANCHOR STRAP ( ) CALIFORNIA MARKET
<br /> /\ 14 /\ _ _
<br /> A A
<br /> TOTAL TANK UPLIFT 183 518 LBS + 11 076 LBS
<br /> \ \ r I STRAIGHT 04 TANK LEVEL GAUGE W/ STRAIGHT 04 TANK LEVEL GAUGE W LOCATION TYP. \ b 194.594 LBS o
<br /> BACKFILL WITH PEAGRAVEL DROP TUBE 41 I DROP TUBE 41 °, I (TYP.) ' JJ\J o
<br /> 7 PER TANK MANUFACTURER I k 05 2 FLOAT KIT. OVERFILL I 05 2 FLOAT KIT. OVERFILL HOLD DOWN CALCULATION SITE ADDRESS:
<br /> /\J/\ SPECIFICATIONS. TYP. ALARM AT 90% CAPACITY I ALARM AT 90% CAPACITY // JJ o
<br /> � � TANK SLAB: .58 X 13.5 X 45.25 354.3 CU FT �
<br /> \jJ\\jJ\\ 354.3 CU FTX 87.6 LBS/CU FT = 31.037 LBS /
<br /> \�\\\j\ 1` I 12 x24 x11 GA STEEL STRIKER I I j\\j�\/� 2Q CUBED BACKFILL ABOVE TANK:
<br /> PLATES TYP. UNDER ALL OPENINGS I / \\/�\\J�\\� 4' X 10.5' X 41.25' = 1,732.5 CU FT 177.5 CU FT = 1555 CF coo
<br /> W/ MANWAYS ON FIBERGLASS TANK I I I // /J�//�//,• 1555 CU FT X 57.6 LBS/ CU FT = 89.568 LBS w
<br /> (BY TANK MANF.)/ \\ \\ >
<br /> CURVED BACKFILL ABOVE TANK: Q
<br /> _ 3.14 X 5.25 X 41.25 = 3,570.0 CU FT DESIGNED BY: ALLIANCE ZdcDM: w
<br /> \/\ \ _-/- 3" GALV. STEEL / / SHKJOV DB v�
<br /> z \J\\J \\ 12"x12"x'TGA STEEL STRIKER PLATES � 183 SIPHON PIPE j\\\\/ 10.5 X 10.5 X-41.25 = 4,547.8-CU FT �� CHECKED BY: BP REPM: �
<br /> o 0/J\\/ \, T //\\//\\� 4,547.8 CU FT 3,570.0 CU Fr - 977.8 „U FT_ 488.9.0 CU FT SHKIO DB o
<br /> o /\J TYP. UNDER ALL OPENINGS W/0 \ \ " 2
<br /> J / - Z cD / Z DRAWN BY: ALLIANCE PM:
<br /> zo ���\\ MANWAYS ON FIBERGLASS TANK cJ' N cs: �r /J\\//\\' 488.9 CU FTX 57.6 LBS/ CU FT = 28.161 LBS GRS/OV DB w
<br /> ® v,� �J/JJ (BY TANK MANE) z //\J/\ VERSION: PROJECT N0: Ln
<br /> Ln
<br /> \ \\ b:: e \ �, °: /\/\ ® RAVEL CO �/-9 O
<br /> a ./J\/J - \` - - - - - - _ _ - - - - - - _ _ _ - - _ _ -moi/ ;;« //\\/J\\/ 1 ' COLUMN a
<br /> '� - / w' - _ _ - - - - - - - - f 1.5 X 14.5 X 36.0 x 2 - 1,566 CU FT 01/04/20 1 O o
<br /> 1,566 CU FT X 57.6 LBS CU FT = 90,202 LBS
<br /> , DRAWING TITLE:
<br /> en:•
<br /> 1 0 MIN. :•�• .P;.
<br /> o PEA GRAVED ..
<br /> o
<br /> \ \ :t
<br /> TR
<br /> TRAPPER SCREEN' =.L
<br /> TRAPPER SCREE
<br /> L C °e••
<br /> 5 CON RETE DEA
<br /> S
<br /> , C OMEN: 12,000/10,000 �
<br /> -.L TYP AL
<br /> - O ICALL N
<br /> 109
<br /> . ;�r• G 0
<br /> 9
<br /> 7 INSTALLED OVER
<br /> 10
<br /> .L ,
<br /> r
<br /> \ \
<br /> ww"w �L
<br /> TY
<br /> / /
<br /> •�:•b TYP. .:a••-
<br /> •.:8:. \ \
<br /> ( ), ( )
<br /> \ \ ° .67 X 1.5 X
<br /> 36.0 36. C
<br /> 2 U FT
<br /> BLE WALL FIBER
<br /> OU LA TANK
<br /> COMPACTED •��••'
<br /> r FIBERGLASS
<br /> i
<br /> TED SOIL
<br /> / _
<br /> U
<br /> 36.2 FTX 87.6
<br /> LBS CU FT
<br /> .. .. ::. b. .. • . w .,. . ., . -. . b. . ° . .. . ... • .. °...o- ...°...a..°. ...°. \ / x (2) 6.342 BS INSTALLATION DETAIL m
<br /> \\ \\ \\\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \p\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ + S S Q
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \
<br /> \/\ /
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\/\ ® DRY WEIGHT OF TANK: 12.873 LBS o_
<br /> /� %/� � /.. �� /i�//\/�./i.//\//.\//\/�\//\//�//\/i�//\//.\J/.�//\�/\//\//\//�\�/\//\J/�\�/.��/\/J\/J\\��\JJ�\J/.\//\/��//\//\�/.\//.\�/\J/\//�\�/.\//\�/\//\//.�//.\�/�\//\//\J/\//\�/.\\!/\J/ J/ J/ J/ J/\\�/ // J/ // // J/ J/ // J/ J/ // // // J/ // J/ // // // // // J/ J/ J/ J/ // J/\\// J/ // //.\• /
<br /> \\,\\\/�\\, \�\\.\\\• ,\\\.\\\� TOTAL HOLD DOWN: 258.183 LBS SHEET N0:
<br /> END OF TANK o
<br /> 2' MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN. oe TOTAL HOLD DOWN: 258,183 LBS = 1.33 SAFETY FACTOR j
<br /> 40 TOTAL TANK UPLIFT: 194,594 LBS
<br /> 10 10 �
<br /> A: UNDERGROUND TANK SECTION DETAIL BUOYANCY CALC. 22,000 GAL. TANK Mv5m3m04 0-1
<br /> SCALE: 1/2" = 1'-0" SCALE: NTS J
<br /> LL
<br />
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