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CLIENT:
<br /> ............................................ .................. ® NOTES: UST ANCHORINGbp
<br /> (6) 1" CONDUITS
<br /> 1 TO BUILDING NOTE: WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE
<br /> WHEN END-TO-END LAYOUTS ARE USED, WORKMEN SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY
<br /> 8 5 6O POSITION THE TANKS SO THAT THE FILL Q WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926
<br /> LOCATIONS ARE FACING ONE ANOTHER, SUBPART P, OSHA STANDARDS-EXCAVATIONS: FINAL RULE OCTOBER 1, 1989.
<br /> PROVIDING MIN. DISTANCE BETWEEN FILLS HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR
<br /> TO FACILITATE TANKER DELIVERIES. WHERE OVERHEAD WORK IS PROGRESSING.
<br /> TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR
<br /> Qw Q2 IS REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S
<br /> 13- 9 -8 1/2" 31 2 1/2 REPRESENTATIVE. GLOBAL FUELS TECHNOLOGY
<br /> 0 INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION 150 WARRENVILLE ROAD
<br /> 2'-0" In 4 4 4
<br /> 4 5 41'-3 1/4" 2 _0" 37'-5 1/2" 2'-0" 3 IN R TI NAPERVILLE, ILLINOIS 60563-8473
<br /> I 13 Q DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIA. 22,000 GAL. NATIONAL SITE ADAPT CONSULTANT:
<br /> 2 TANK ARE 18%8"x181, QTY: (4) EACH TANK. DIMENSIONS OF DEADMAN FOR
<br /> 0 44 54 44 54 44 54 44 54
<br /> 1 g 5 14 1 DIA. 20,000 GAL. TANK ARE 18"x8"x18'L, QTY: 4 EACH TANK.
<br /> N
<br /> 4 5 Q TOTAL L N tL CO C
<br /> 20.000 UNLEADED OVERALL LENGTH OF TANK.
<br /> Q6 EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br /> 12,000 8 5 10,000 4
<br /> HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, & 20,000
<br /> PREMIUMUNLEADED 7
<br /> MANIFOLD; 4 5 4 5 GALLON TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER.
<br /> I
<br /> •. . '�
<br /> ®®�t� 8n®r - Ry Inc.
<br /> LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> t0 cD
<br /> I I I IIV
<br /> Q :SR ' •� 6747 SIERRA CT. SUITE J
<br /> b FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND
<br /> 15 6 9 THROUGH THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE
<br /> DUBLIN, CA 94568
<br /> (9
<br /> 25) 551-7555
<br /> ALTERNATED 180° FROM EACH OTHER
<br /> x
<br /> 6
<br /> \ 6 8 ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY
<br /> 16 1
<br /> 6 8
<br /> MASTER DRAWING RELEASE HISTORYTIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION.
<br /> o-
<br /> _
<br /> 10
<br /> C)
<br /> MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO
<br /> 16 / ENSURE NO
<br /> f 17 TANK DEFLECTION. VERSION DATE
<br /> SIPHON BAR 4 5
<br /> COXX V-0 MAY 2000
<br /> cl 14 11 WIRE ROPE MINIMUM DIAMETER 1/2". CO
<br /> COXX V-1 FEB 2001 c°
<br /> O o
<br /> iv 14 12 TURNBUCKLES: HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4" COXX V-2 JUNE 2001
<br /> DIAMETER, EYE TYPE - 3/4" DIAMETER COXX V-3 JAN 2002 0
<br /> QJ z 44 54 5 5 J w w_ J w f1'= z a a z J� cn J w 5 16 rx= z In of J� 44 54 50 15 Q COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS COXX V-4 JUNE 2002
<br /> fa--o D � O SwF m a-0w� > > vOi �o �`'� awwF � Q� UZ 1 WITH PITCHMASTIC.
<br /> Fz to w a ¢¢>0 a a¢>0 cn w Fz cn JQ ¢a>0 -1 � ¢ COXX V-5 FEB 2003 V)
<br /> tnO p c� >1-pw O >I. Ow p cnO J c9 ><pW O c9 F- w w
<br /> w _cn 0 z _ 0 z J w U)0 J Y _I-o z 0 w w 14 INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. COXX V-6 JULY 2004
<br /> W Z p J w Z _J J W Z J_ Z p W J_ ¢ W Z Z W W v O O
<br /> F- J o �` �` '� z w o ¢ �`� o m z O � ci COXX V-7 MARCH 2006 w
<br /> O J ¢o 0 _j ¢o - a o 0 w o z IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE cn
<br /> f- f-f-o f- f- o r f-f-o f- 0 m > 14 14 18 4 5 9 15 CoXX V-8 JULY 2007
<br /> Y (n 0 w z Y 0 OL Z cn 0 a z �`'� p 4 FT. FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS)
<br /> z W>> z X>> Ir>> to ? 2 INSIDE 3' TAGE II FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE COXX V-8.1 DEC 2008
<br /> f- ¢ t- TANK STATIC F o ,� ,) 0 0
<br /> x f- x SEE x �`' = PRODUCT LINES 3 INSI FRP 16 INSTALLATIONS ONLY. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO COXX V-9.0 JAN 2010
<br /> Li w GROSYSTEM M.5.3.5 w o 0 Q TO DISPENSERS TO DISPENS SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM.
<br /> CL a u' (TYPICAL)
<br /> FL > ¢ NO. DATE REVISION DESCRIPTION
<br /> 1
<br /> B: TANK INSTAL - PLAN VIEW - BLENDING NOTES
<br /> NOT USE ALL PRODUCT, VENT AND VAPOR PIPING 2 11/5/10 ENV. HEALTH COMMENTS
<br /> END TO YOUT SHALL BE SIZE OVER SIZE FIBERGLASS \
<br /> SC /4" = 1'-0" PIPING BY SMITH FIBERCAST 3 0
<br /> 4 u
<br /> ® NOTES: UST INSTALLATION 5
<br /> 6
<br /> 7 >
<br /> 45'-3 1/4" _ Q < NOT USED. 8
<br /> 2'-0°' 41'-3 1/4" 2._0�, Ol SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12 RUN. a
<br /> LAYOUT TANKS & STAGE 11 VAPOR RECOVERY PIPING SUCH THAT THE STAGE II s
<br /> O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT O PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3"
<br /> w w z CONCRETE. CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS. 0 >
<br /> O
<br /> 0).:z
<br /> a < o I-UJ I- > REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" 10 BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION. 11 a
<br /> J m -i IL o w J z O FROM SURFACE. 2
<br /> ¢ z � a W >0WZ � w �O z
<br /> ~ o w _ CE o � w F O 1 1 NOT USED.
<br /> 1 V)0 v� w J 0 0 Z J 00 w O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" SEAL o
<br /> w w z (n W¢X (n w w w Z 4
<br /> a - 0 m Y o o 1- Y c� ¢z p m W IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. r / 0
<br /> o Z � J J z ¢IY a.z J J z: z of: 1 TO ABOVE GROUND VENT RISERS, SEE DETAIL ON SHEET G.0.6.2. y�
<br /> J O p J J ¢ HX¢W J J ¢¢ x0 p p
<br /> cn ? L� L% fn w>> ti f-c� w 0 cn SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF
<br /> 44 5 4 4 4 5 4 5 OAT PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE
<br /> AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. 1 Q FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD
<br /> LAST TWO FEET TO SUMP SHALL BE PVC COATED RIGID. DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. m
<br /> Erog? Ju i c
<br /> iv 16 ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR 14 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE �.� °-
<br /> STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, CORNERS WHERE MEETING CONCRETE. F p
<br /> PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR ��CAI-®V
<br /> LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & 15 DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. cm
<br /> PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE
<br /> 12,000 10,000 O TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE
<br /> PREMIUM + t i UNLEAD WIRING FOR SENSORS. LAST TWO FEET TO SUMPS SHALL BE PVC 16 REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND-ALONE UST OR AS CONFIDENTIALITY STATEMENT:
<br /> AN EXTENSION TO THIS UST DESIGN.
<br /> COATED RIGID. THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT
<br /> COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO,
<br /> THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL00
<br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND BUSINESS INFORMAT ON OF 8P. ACCORDINGLY, THE p
<br /> co ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY RECIPIENT AGREES TO RETAIN MESE MATERIALS IN STRICT
<br /> ® ® ® _I f ® © ❑ CONFIDENCE AND AGREES NOT TO DISCLOSE THESE I'7
<br /> Q THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES
<br /> o USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN NOT To MAKE COPIES OF THE MATERIALS. THE RECIPIENT �?
<br /> „ SIGN-OFF SHALL BE DOCUMENTED. AGRE
<br /> -Y4„ ES TO USE THE MATERIALS ONLY FOR THE LIMITED
<br /> g 6 Z Yg & MAX OF IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. PURPOSE FOR WHICH BP HAS MADE THE MATERIALS
<br /> AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL
<br /> 14 14 10 16 1 O ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF NTENDEDSPTO BP URPOSE EIOREUPON OTHE O REQUEST OFFBP E
<br /> FIELD REPRESENTATIVE. 18 PRODUCT LINES (1 OR 2 PER UST SUMP). WHICHEVER coMEs FIRST. Q)
<br /> MANIFOLD
<br /> PIPE AND TANK DESIGN DISCLAIMER: 0
<br /> 1 5 6 1 5 6 BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR
<br /> 5 PETROLEUM EQUIREMENiS THAT EX ST R EAS THM
<br /> 6 ASPHALT AND STONE PER MPLIANT
<br /> DEY MAY
<br /> BE d
<br /> ASPHALT & STONE AS PROJECT SPECIFICATIONS APPLIEFUE ING STORAGE ANDEDELIV DELIVERY SYSTEM CONSTRUCTEDN THE FUTUR . NOR DO S BP WARRANT HATIN
<br /> CONFORMITY WITH THESE PLANS WILL BE FREE OF ALL
<br /> TO BUILDING SPECIFIED BY PROJECT 14 LEAKS. YOU ARE ACCORDINGLY STRONGLY ENCOURAGED TO C}
<br /> 0 0 5 5 SPECIFICATIONS EXTEND CONTINUOUS 14 CONSULT WITH A FUELING STATION ENGINEER OF YOUR
<br /> I 4 4 (6) 1" CONDUITS CHOOSING TO INDEPENDENTLY EVALUATE W ETHER THESE
<br /> FILTER FABRIC TO SLAB PLANS ARE TRULY SUFFICIENT FOR CONSTRUCT NG rHE
<br /> 01) 5 15 STORAGE AND DELIVERY SYSTEM AT YOUR STATION.
<br /> N 5 16 SIPHO AR 5 14 4 4 5 8 5 6 ._.•,.. _ +•:. DEVELOPMENT INFORMATION: w
<br /> A 4. E
<br /> UNDERGROUND STORAGE 0
<br /> 2t ��• UNl
<br /> a
<br /> TANK STANDARDS
<br /> ELEMENT TP01
<br /> 8 6 4 5
<br /> NOTE: 1 \/\ _ 16 FILTER FABRIC \\/
<br /> 1
<br /> Q \// // / V-9.0 2010 SERIES
<br /> /'- . • 16 1 SLOPE SIDES OF TANK HOLE /\ GENERAL SHEETS DESIGN INTENT
<br /> OR USE SHORING FOR ALL 15 15 // / 0
<br /> TANK EXCAVATIONS IN \/ / 0
<br /> CEO
<br /> o 14 14 ACCORDANCE WITH OSHA 1926 \\ \ 2 10 -6 3 0 10 -6 2 \\�/ SITE ADDRESS: Ln
<br /> SUBPART P, OSHA STANDARDS /\ \/
<br /> 4 5 TANK SLAB - EXCAVATIONS; FINAL RULE /\\\ MIN. MIN.
<br /> f
<br /> 1 2 3 4 OCTOBER 1, 1989
<br /> i -- 7 8 1 \//\\ /\\/ 3rd LIFT OF
<br /> PEA GRAVEL00
<br /> 5 16 \/\\\ — / 0
<br /> 0o TO TOP OF '�
<br /> 0 "913 \\\ j\\j/ TANK >
<br /> / w
<br /> N 14 5 5 4 5 4 5 14 \/// \\//\ DESIGNED BY SHK/OV AWANCE Z&DM: DB cf)
<br /> " " O o x \\ \/ 2nd LIFT OF PEA GRAVEL CHEO(ED BY:5 -9 3/4 37 -5 1/2 SHK10V BP REPM: DB o
<br /> 1Q
<br /> ° 1st LIFT OF PEA GRAVEL DRAWN BY: OV ALLIANCE PM: DB w
<br /> N. ° °° ° ° ° °�°°°° 1°-Q4r MIN°° °° ° \/ N BED VERSION: PROJECT NO: L0
<br /> J� w; - fYI—z 01-0 =-- Z w o o ° V-9.0
<br /> ¢O J ZU' woz 0 Y 0 zg J J C1
<br /> J >> Lu °
<br /> F-t: O w 0f—a F L== ¢wm ¢ z cn mo V) o
<br /> w J Z W ¢ / / /\ \/\ \ \ \ " \ \ \/\ \/ /\ L_
<br /> O J J(,0 Q U> LU J J C7 Z H j 0„ MIN. 10 12 DRAWING TITLE:
<br /> w J ¢ z �'pf_w Z m O ¢ Q g 2 3 4 5 6 FILTER FABRIC ON 6 MAX. 18 UST INSTALLATION J
<br /> o ¢ J x 0 o TANK STATIC U= Q o 1 100 20K& 1 10012K/10K 1-1
<br /> 0
<br /> z w ~ o ¢ MSE 5 GROUNDING 0 0 0 s 4' 4 15 18 14 15 1 a BOTTOM
<br /> HOLE 16 18 18 11 ( � � � 0
<br /> o�W SYSTEM N[> a a 2' INSIDE 3 STAGE II ( BLENDING
<br /> z PRODUCT LINES 3" INSIDE 4" FRP HOLE ONLY) 1'-0" MIN. PEA GRAVEL 0-
<br /> ¢ 7 DOUBLE WALL VENT&VAPOR
<br /> w 0 TO DISPENSERS TO DISPENSERS ❑_
<br /> > >`' O INSTALLED OVER COMPACTED SOIL.
<br /> o w (TYPICAL) IN WET HOLE NOTE_ NOTE: m
<br /> INSTALLATIONS,
<br /> ALTERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE & AFTER
<br /> 2 A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO INCREASE TO 18" MINIMUM PER SHEET N0:
<br /> PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL MANUFACTURER'S RECOMMENDED
<br /> OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES. INSTALLATION GUIDELINES. cn
<br /> SUCH SHALL BE INSTALLED ALL INFORMATION SHALL BE COMPLETED AS
<br /> NOT
<br /> ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY o
<br /> A' T INSTALLATION - PLAN VIEW - BLENDING RECOMMENDATION. DOCUMENTATION.
<br /> USE WHERE DIFFERENT SIZED TANKS ALL PRODUCT, VENT AND VAPOR PIPING M ,5,3,08
<br /> A,WACENT LAYOUT ARE USED, ALIGN THE FILL PORTS SHALL BE SIZE OVER SIZE FIBERGLASS 0 TYPICAL TANK ANCHORING DETAILNOTE: INDICATES ITEMS FOUND ON MATERIALS
<br /> ALE: 1/4" = 1'-0" TO FACILITATE TANKER DELIVERIES PIPING BY SMITH FIBERCAST SCALE: 1/4" = 1'-O" XX LIST SHEETS M.5.3.01 & M.5.3.02 J
<br /> i�
<br />
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