|
CLIENT-
<br /> 4'-11 1/2" 9°-," # NOTES: UST INSTALLATION bp
<br /> o
<br /> O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> 2 CONCRETE.
<br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM -
<br /> 3 SURFACE.
<br /> OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60 IN GLOBAL FUELS TECHNOLOGY
<br /> 4 LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. 150 WARRENVILLE ROAD
<br /> 20 , 000 GALLON UNLEADED NAPERVILLE, ILLINOIS 60563-8473
<br /> SINGLE 1 CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> �` __� _�_�__w_/ _ NATIONAL SITE ADAPT CONSULTANT.
<br /> 8" 8" -- - 17 O5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. LAST
<br /> TWO FEET TO SUMPS SHALL BE PVC COATED RIGID.
<br /> 8 8
<br /> J o w� 2 22" DIA. MANWAY ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br /> o _j w 0 0_ o- FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> z 42" DIA. FILL SUMP a y w� TANK LIFTING LUGS 48" DIA. TURBINE SUMP SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br /> o O SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> BRINE RESERVOIR TANK GAUGE (TYP.) BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> AND INTERSTITIAL LOCATION INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> MONITOR + ® ® ® ONLY LOW VOLTAGE WIRING FOR SENSORS. LAST TWO FEET TO SUMPS
<br /> -® � SHALL BE PVC COATED RIGID. G®t$/eP - RyBR /OIC.
<br /> O _ °o ® 00
<br /> I�/i 6747 SIERRA CT. SUITE J
<br /> I + o-® ® x USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN %" DUBLIN, CA. 94568 X
<br /> 0 o m °° 7 & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL (925) 551-7555
<br /> ANCHOR STRAP + + ® O SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br /> LOCATION (TYP.) 14 ® ® REPRESENTATIVE. CK
<br /> STRAP CHANNEL TANK WEIGHT MASTER DRAWING RELEASE HISTORY 0
<br /> THROUGH SUMP
<br /> 9 750 LBS DRY O NOT USED. VERSION DATE
<br /> COXX V-0 MAY 2000
<br /> ow ' ' 13,350 LBS W/BRINE O9 NOT USED.
<br /> ow V-1 FEB 2001 a
<br /> �(if � TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST Coxx V-2 JUNE 2001 u
<br /> 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER Coxx V-3 JAN 2002
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. Coxx v-4 JUNE 2002
<br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS Coxx v-5 FEB 2003 Ln
<br /> WHERE MEETING CONCRETE.
<br /> COXX V-6 JULY 2004
<br /> L---- - REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF o
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP). Coxx v-/ MARCH 2006 0
<br /> COXX V-8 JULY 2007 N
<br /> -_71 TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR coxx V-8.1 DEC 2008
<br /> SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK
<br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. Coxx v-s.o JAN 2010
<br /> 10" 16 1/2- (TYP.) TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH E
<br /> O14 OWNER'S REPRESENTATIVE. NO. DATE REVISION DESCRIPTION1-1
<br /> - ' "
<br /> BALL FLOAT VALVE IS PROVIDED AND DESIGNED FOR PREVENTING OF WETTING 1 +)
<br /> 0
<br /> 5'-6" 5'-6" 6'-10 1/2" 1 -8 5'-6" 6'-10 1/2" 5'-6 1/4"
<br /> OF THE VENT AND VAPOR RECOVERY PIPING ONLY. UST OVERFILL COMPLIANCE 0
<br /> IS ACHIEVED BY THE USE OF AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH 2 11/5/10 ENV. HEALTH COMMENTS
<br /> 37'-5 1/2" 15 TIED INTO THE VEEDER ROOT AUTOMATIC TANK GAUGING SYSTEM. THE 3 �
<br /> OPTIONAL MANUFACTURER MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE
<br /> SUPPLIED 18"x8%18' DEADMAN 14 TANK(S) ARE FILLED TO THE 90 PERCENT LEVEL AND IS IN ACCORDANCE WITH
<br /> UNDERGROUND TANK PLAN VIEW A B G (TYP. OF 4) FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. 5 0
<br /> SCALE: 1/2" = 1 '-0" M.5.3.16 M.5.3.16 M.5.3.16 FOR OPW FILLS 0 XX NOTE: s o
<br /> INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02 '�
<br /> M.5.10.1 M.5.10.1 M.5.10.17 -
<br /> A B G H USE DUAL 2 HP TURBINES ON 20K TANK °
<br /> A B G M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.13 (2022 CONFIGURATION) B
<br /> M.5.10.1 M.5.10.1 M.5.10.1 FOR PHIL-TITE FILLS 41.5' 1 7" CONCRETE SLAB AT 9
<br /> M.5.10.2 M.5.10.20 M.5.10.20 1 13 87.6 LB/CF 0 0
<br /> 7" THICK CONCRETE SLAB2 3 11 cn
<br /> (TYP.) 13
<br /> ASPHALT AND STONE PER H - (TYP.) 3 4 - 3.5' DIA. 2 2
<br /> PROJECT SPECIFICATIONS M.5.3.17 M.5.3.16
<br /> 10 11 SEAL(TYP.) SUMPS LL_
<br /> G"
<br /> M.5.3.18 (TYP.) 1 0 AR =
<br /> 10 1 1 (TYP.) M.5.3.20 kQ�Y
<br /> • I I 2 4' MIN. (D
<br /> COVER
<br /> d d d 3a
<br /> • e . •'e .d' e
<br /> A I - III;- , • a'e e d .y. ,._d. 'a ` / .d, a .. '. .° -, e '. a,° d d p
<br /> fl +e I a e :ed I TANK I DEPTH F P x3131/11 0
<br /> a' e
<br /> . a'
<br /> a
<br /> e
<br /> ro•,. A.
<br /> 3" PEA GRAVEL MIN. TO ;w I 4 1.5' GRAVEL , ��°� o
<br /> 1" COND. LOOP TO SUMP 8 189Vp 0 1 1 vow I PREVENT LOAD TRANSFER = 9,750 LBS COLUMN \F o
<br /> J-BOX TO TOP OF TANK © ®�CAL
<br /> w
<br /> 7 I 2" INSIDE 3" DOUBLE O I -0.67' X 1.5' X 36.0'
<br /> 4" FRP RISER TO 66 WALL FRP VACUUM o j CONFIDENTIALITY
<br /> DEADMAN
<br /> 1' FRP BONDED -
<br /> GRADE I CROSSOVER TO FILL m STATEMENT:
<br /> 134 LO RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT
<br /> SUMP FOR VENT & ENTRY FITTING COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO,
<br /> DUAL FLOAT HYDROSTATIC 11 .1 I I �_I L ss THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL
<br /> MONITORING SENSOR 0 6 �.-' VAPOR CONTINUOUS " O (TYP.) 12 0
<br /> BUSINESS INFORMATION OF BP. ACCORDINGLY, THE
<br /> RECIPIENT AGREES GR RETAIN THESE MATERIALS IN STRICT
<br /> MONITORING Z 13'-6" CONFIDENCE AND AGREES NOT TO DISCLOSE THESE h�
<br /> EES
<br /> 6 NOTETO MAK CO IESIALS TO ANY TOFR T}ERMATERIALSTY AND UR TIHE RECER RPI NT Uf
<br /> HOME RUN TO o I AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED
<br /> BUILDING oAVAI ABLE,AND RECIPIENT AGREES TO RETURNRIALL
<br /> HYDROSTATIC 1" FRP BONDED 34MATERIALS TO BP EITHER UPON
<br /> RESERVOIR ENTRY FITTING I I I I11 x Q WHICHEVER COMESINTENDEDE FIRST. THEO REQUEST OF BP,E
<br /> SLOPE SIDES OF TANK HOLE OR TYP.) BUOYANCY CALCULATIONS U
<br /> PIPE AND TANK DESIGN DISCLAIMER:
<br /> USE SHORING FOR ALL TANK �� �Z_ �� st �- �� s- s� -1- -/�- --/-�_ CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: BP DOES NOT AND CANNOT WARRANT THAT THE PANS FOR /
<br /> �� ��� ��` , , PETROLEUM STORAGE AND DISPENSING ARE COMPLIANT PATH OJ
<br /> EXCAVATIONS IN ACCORDANCE WITH /' = - - - - _ _ - - - - - - - - - - - - - - - -�\ TANK WITH SPHERICAL ENDS, 10.5 O.A. DIAM. (10 NOMINAL) ALL LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE 0)
<br /> APPLIED IN THE FUTURE. NOR DOES BP WARRANT THAT A C
<br /> OSHA 1926 SUBPART P, OSHA // \ TANK LENGTH: 37' 5-1/2" TANK DIAMETER 10'-6" FUELING STTORAGE Y WITH ANDTHEDELIVERY
<br /> PLANS WILL BE FR ESYSTEM ST UCALLD IN
<br /> STANDARDS - EXCAVATIONS; FINAL z s 's ss sr LEAKS. YOU ARE ACCORDINGLY STRONGLY ENCOURAGED TO
<br /> p TRY 36 -0 DEADMAN, EACH SIDE, 18 WIDE X 8 HIGH CONSULT WITH A FUELING STATION ENGINEER OF YOUR
<br /> RULE OCTOBER 1, 1 989 CHOOSING TO INDEPENDENTLY EVALUATE WHETHER THESE
<br /> E� PLANS ARE TRULY SUFFICIENT FOR CONSTRUCTING THE
<br /> EMPTY TANK UPLIFT = 20,000 GAL - 2 674 CU f I STORAGE AND DELIVERY SYSTEM AT YOUR STATION.
<br /> 7.48 GAL./CF DEVELOPMENT INFORMATION: m
<br /> _ E
<br /> • �
<br /> 2,674 CU FTX 62.4 LBS CF 166,858 LBS (DISPLACED WATER �
<br /> 2 ) UNDERGROUND STORAGE
<br /> = 2 X 3.14 X 1.75' X 4' = 76.9 CU FT
<br /> TANK SUMP UPLIFT ( ) a
<br /> \ 19 21 1 EXTRACTOR FITTING & 3" BALL FLOAT ANCHOR STRAP ` TANK STANDARDS
<br /> VALVE LOCATED AT 98% CAPACITY I IL
<br /> 14 LOCATION (TYP.) \ // d 76.9 CF X 62.4 LBS/CU FT = 4,799 LBS (DISPLACED WATER) ELEMENT TP01
<br /> TOTAL TANK UPLIFT = 166,858 LBS + 4,799 LBS = 171.657 LBS V-9.0 2010 SERIES
<br /> \\ BACKFILL WITH PEAGRAVEL
<br /> I / /
<br /> / TANK LEVEL GAUGE W CALIFORNIA MARKET
<br /> \/\ 7 PER TANK MANUFACTURER STRAIGHT DROP / \\ ON
<br /> 04 05 15 II /\/\ �o HOLD DOWN CALCULATION
<br /> SPECIFICATIONS. (TYP.) TUBE I I 2 FLOAT KIT. OVERFILL I I I I \\//\\// 0 1 = o
<br /> \\ \\ ( ALARM AT 90% CAPACITY /\/\ Q TANK SLAB: .58' X 13.5' X 41.5' 325.0 CU FT SITE ADDRESS: Un
<br /> IN,
<br /> II OPTIONAL 3" GALV II \\ \\ 325.0 U FTX 87.6 LBS CU FT = 28.470 LBS o
<br /> I I I I I 183 SIPHON PIPE C /
<br /> CUBED BACKFILL ABOVE TANK:
<br /> 4' X 10.5' X 37.5' = 1,575 CU FT - 76.9 CU FT = 1,498.1 CF o
<br /> 1,498.1 CU FT X 57.6 LBS/ CU FT = 82.291 LBS + 00
<br /> 0
<br /> \\/\\ \ / /j�/j\� 30 CURVED BACKFILL ABOVE TANK:
<br /> ----- \ \ \\ '2 ' _
<br /> \//\ \\ LLJ
<br /> 12"x12"x11 GA STEEL STRIKER PLATES TYP. 3.14 X 5.25 X 37.5 - 3,245.5 CU F7
<br /> " \ \ \ 10.5' X 10.5' X 37.5' - 4,134.4 C U FT Q
<br /> o //\//\ \\ UNDER ALL OPENINGS W/O MANWAYS ON 12 x24 x11 GA STEEL STRIKER PLATES TYP. \//j/// 4 134.4 CU FT - 3 245.5 CU FT = 888.9 CU FT= DESIGNED BY: SHKIOV AWANCE ZdcDM: DB cn
<br /> FIBERGLASS TANK (BY TANK MANE) Ln UNDER ALL OPENINGS W/ MANWAYS ON \\j\\j\� 2 444.5 CU FT D
<br /> o c z c3: FIBERGLASS TANK (BY TANK MANE.) u� 2 // // CHECKED BY SHKJOV BP REPM: DB o
<br /> z F_ /\/\ N "� \\\\\\ 444.5 CU FT X 57.6 LBS/ CU FT = 25.603 LBS
<br /> Z/j \ .. // // DRAWN BY: ALLIANCE PM:
<br /> v w\ \\\\\ "" \ // \\\X\\�� ® GRAVEL COLUMN ABOVE DEADMEN: GRSlOV DB w
<br /> 'r \//\//\ `°• o: \\/\\�� 1.5 X 14.5 X 36.0 X 2 = 1,566 CU FT V-9.®
<br /> �I O-�\ \ �� VERSION: PROJECT NO:
<br /> ///// -�-� �-� �-� v ZT �- Zr �- �--�- �--�� � \/\/ .
<br /> 1,566 CU FT X 57.6 LBS/ CU FT = 90.201 LBS
<br /> Z \ \ :. ; " w b ca ro b b ro . b . \ 1
<br /> 01/04/20 10 0
<br /> o \ \ 1 -0 MIN. PEA GRAVEL \ \ 5 CONCRETE DEADMEN:
<br /> i o / /
<br /> s
<br /> / / /
<br /> DRAWING TITLE:
<br /> 7 LED OVER
<br /> I
<br /> / /
<br /> INSTAL L
<br /> • CREEN,
<br /> \ \
<br /> _ •T• APPER• S
<br /> 109
<br /> \ \ 36.2 UFT o
<br /> P
<br /> \ \ \
<br /> .67 X 1.5 X 36.0
<br /> •P
<br /> • .•. •• •-• TANK SHALL BE SET DEAD LEVEL' TYPICAL 2 GALLON
<br /> COMPACTED SOIL / / = C 0,000 G
<br /> \ p
<br /> 36.2 CU FT X 87.6 LBS CU FTX 2 6.342 LBS
<br /> 1 0
<br /> 1
<br /> DOUBLE WALL FIBERGLASS TANK
<br /> 6 DRY WEIGHT OF TANK: 9.750 LBS oc
<br /> 0 INSTALLATION DETAILS Q
<br /> •l\//\ //\//;,moi\/ /j\��i//��j��/i//�//�///�//j�,/�;j//j//ice/�//�//jam//;//,/� /i.//i.//,./i,/�..//i.//i /�/�,/i<//��///\//�/,,//��///\///�/�/.�///.�/�/.\/�/�\///`//'/i,//��///�//�/ ,/�,.//�,//i.//i//,/ ://�,//�/i /�i�//,�///.//�,///// // //�/�/ //,�/jam//�,//ice///�//,�///// \/ '/ // /////
<br /> NATIVE VIRGIN �I
<br /> END OF TANK TOTAL HOLD DOWN: 242.657 LBS 1 m
<br /> END OF TANK SOIL 1 m
<br /> 2 MIN, TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN. TOTAL HOLD DOWN: 242.657 LBS = 1.41 SAFETY FACTOR SHEET NO:
<br /> TOTAL TANK UPLIFT: 171,657 LBS
<br /> 10 10 j
<br /> BUOYANCY CALL. 20,000 GAL. TANKM ,5,3,03
<br /> 0
<br /> A• UNDERGROUND TANK SECTION DETAIL SCALE: NTS
<br /> SCALE: 1/2" = 1 '-0"
<br /> a;
<br />
|