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Sheet Notes
<br />LLB 6. - DROP TUBE CRITICAL DIMENSION:
<br />SHALL BE UNDERWRITERS LABORATORY LISTED (UL1316) AS GALLED FOR ON THE SITE SPECIFIC DRAWING THIS DIMENSION IS CRITICAL AND MUST BE ADHERED T0. CONTRACTOR WILL BE REQUIRED TO REINSTALL
<br />OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. 10. •- PREFABRICATED ASSEMBLIES:
<br />FIBERGLASS REINFORCED PLASTIC {FRP) A5 MANUFACTURED BY XERXES CORPORATION. INSTALLATION OF A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY,
<br />TANKS AND PIPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. - TURBINE & FILL SIDE SUMP SENSORS: CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING 13• MALLEABLE IRON FITTINGS:
<br />2. - PIPING PENETRATIONS: TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO THE REQUIREMENT OF THE CODE. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL
<br />ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER OF THE SUMP, NOT TO EXCEED SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA 1/2" MAXIMUM FROM SPECIFICATIONS AS FOLLOWS:
<br />15' ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION BOTTOM OF SUMP. SENSOR HOLDER PERMANENTLY MOUNTED TO SUMP WALL. PRODUCT PIPING TO 1. - TANK STABILITY:
<br />FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP DISPENSERS, PRODUCT PIPING CROSS CONNECTION BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION. DIMENSIONS MATERIAL THREAD PRESSURE RATING
<br />TW
<br />TEES, ELBOWS)
<br />SIDE WALLS MUST BE SEALED WITH BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN. IF PRODUCT PENETRATION ENTERS 12. RISER GROUNDING: ( FITTINGS
<br />(TE
<br />TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP WILL BE ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED..
<br />APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUST REQUIRED TO BE INSTALLED. CLASS 150/PN 20 ASME B16,3 ASTM A-197 ASME B.1 20.1 ASME B16.3
<br />SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. B. MANHOLE CROWNS: 13• - O DENOTES:
<br />3. - PIPING TESTING: ALL MANHOLE. OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE EQUIPMENT LISTED ON SHEET TK8-1 M.I. UNIONS
<br />CLASS 150/PN 20 ASME B16.39 ASTM A-197 ASME 6.1 20.1 ASME B16.3
<br />NOT USED TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN
<br />OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. STEEL PIPE NIPPLES
<br />CLASS 150/PN 20 ASTM A733 ASTM A-53 ASME B.1 20.1 ASME B16.34. -SIPHON PIPING:
<br />NOT USED. 9. - METHANOL/ETHANOL COMPATIBILITY: (F OR E)
<br />5• - FILL AND VAPOR CAP HEIGHT TO GRADE: FOR ALL METHANOL/ETHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS STEEL PIPE
<br />THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL SHALL BE METHANOL/ETHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE. CLASS 150/PN 20 N/A ASTM A-53 ASME B.1 20.1 ASME B16.3
<br />AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES, SCHEDULE 40 (F OR E)
<br />2,00 GALLON - PR MI M UNLEADED 10, 00 GALLON -- DIESEL
<br />D ><1 I Ufa D.a € a �� D.
<br />.. S! I. .! i i i; : 3: :i % ! €jj i! %I Ii I; I% .• is �. �I I? II
<br />EI
<br />16„
<br />� w
<br />cx �
<br />:E :Ei ' :i it s S %! ! �; •. E; :• E; ;e E. 3% :I_��� :. ,
<br />ii I\ ki is is
<br />4
<br />22 3" OVER 2" DOUBLE WALL 16„ TK3-1 c -
<br />VENT LINE TO RISERS
<br />(VACUUM MONITORED)
<br />w
<br />(n_
<br />TK3-1) �\fe z
<br />o�
<br />I g22 3" OVER 2" DOUBLE o ctf
<br />WALL PRODUCT LINE /
<br />I 1 �---- ` `�;, TO DISPENSERS I 39 ACCESS 19
<br />(VACUUM MONITORED) MANHOLE % i
<br />If ( I ll '•,;+ ----- DUAL FLOAT
<br />HYDROSTATIC 38
<br />TK3-2
<br />MONITORING
<br />SENSOR �v.V,
<br />- -s 34 -f r �""" f
<br />rT� 1
<br />EVEL 3SUMP MONITORING LIQUID 33 TANK LEVEL
<br />TK3-2 34 33 TANK L4 SENSOR (SEE NOTE #7) 7�
<br />GAUGE •' , � ' GAUGE-�
<br />\ •- -----� 4" OVER 3" DOUBLE WALL VAPOR - -- ---- - -
<br />TANK SLAB TK3-2
<br />TK6-1
<br />1-1/2" MIN. CROWN
<br />(TYP. ALL OPENINGS)
<br />SFF NOTE 8
<br />1
<br />w,9:.w ro-r: �p•r ''• per:.'•
<br />2' MIN.
<br />EXCAVATION
<br />ONLY
<br />4" BLACK STEEL RISER
<br />(SEE NOTE #12)
<br />1
<br />R
<br />SUMP LIQUID MONITORING
<br />SENSOR (SEE NOTE #7)4:
<br />12
<br />22 LINE TO DISPENSERS
<br />(VACUUM MONITORED @ 20K TANK
<br />li
<br />14
<br />- 3 ^-i i .�:... i �_•-'moi-:--:.ii:: _. _ _ __ i - -" i-t.""�� i r-.1
<br />Underground Tank Plan View
<br />SCALE: 1/2" = V-0"
<br />18"
<br />3
<br />(TYP.) TK3 -2 I
<br />I
<br />n .a ! "� as e •
<br />C.i1 4.° ,•,
<br />GRAVEL MIN.
<br />I I 1 I
<br />!
<br />TK3-1
<br />DUAL FLOAT 38 ` a
<br />HYDROSTATIC I
<br />MONITORING E
<br />SENSOR I ;
<br />y-- I HYDROSTATIC
<br />RESERVOIR
<br />T 13 EXTRACTOR FITTING
<br />WITH BAL FLOAT VALVE
<br />14 SET 0 98% CAPACITY STRAIGHT DROP 12
<br />TUBE
<br />i Wiwi
<br />PEAGRAVEL MIN.
<br />13 EXTRACTOR FITTING 1
<br />WITH BAL FLOAT VALVE
<br />14 SET Q 98% CAPACITY
<br />TANK LEVEL GAUGE
<br />33 ALARM AT 90%
<br />CAPACITY
<br />D4 SUMP MONITOR LIQUID
<br />SENSOR (SEE NOTE #7)
<br />(2) 12"X12"x11GA STEEL STRIKER
<br />45' MAX. �� PLATES (BY TANK MANF.)
<br />to - 2z
<br />N �
<br />-`-_== =_- -- --- --- _ ___-- -_--- --_--_-------_-
<br />---�- ------�.r- - - --V----- - -��' ---- �•/- - �/..'__ - ��" •'_"_\� �.I.'".'" - -lam ._." Z/- �./-".w.' ._.' �./- Z/`_'.• ..-' -�- _.."
<br />(4) 12"X12"x11 GA STEEL STRIKER (4} 12"X12"x11 GA STEEL STRIKER
<br />PLATES TYP. UNDER OPENINGS W/
<br />PLATES TYP. UNDER OPENINGS W/
<br />MANWAYS (BY TANK MANE} TRAPPER SCREEN MANWAYS (BY TANK MANE)
<br />END OF TANK (TYP.)
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER
<br />- 22 3 OVER 2" DOUBLE WALL
<br />i VENT LINE TO RISERS
<br />(VACUUM MONITORED)
<br />-~� 22 3" OVER 2" DOUBLE
<br />WALL PRODUCT LINE
<br />DISPENSERS
<br />(VACUUM MONITORED)
<br />SUMP MONITORING LIQUID
<br />34 SENSOR (SEE NOTE #7)
<br />20 21 22 '3
<br />A
<br />1 i=
<br />-4•�-r�•4•• ^-!'{"vim
<br />tea.._
<br />-------- - ---
<br />TANK LEVEL
<br />33 GAUGE LOCATED AT
<br />90% CAPACITY
<br />(TYP,)
<br />-1-1/2" MIN. CROWN
<br />(TYP. ALL OPENINGS)
<br />SEE NOTE #8
<br />• ... ' . �, PEA • a :. '.
<br />G a.
<br />3 GRAVEL MIN.
<br />i 3
<br />! ! TK3-1
<br />I BACKFILL WITH PEAGRAVEL
<br />OR CRUSHED ROCK AS
<br />j PER TANK MANUFACTURER
<br />SPECIFICATIONS. QYP w
<br />i I 13 EXTRACTOR FITTING
<br />WITH BAL FLOAT VALVE "
<br />- r _
<br />II Ii E �! i� E% �i it j I: ( - is •'� E
<br />II .
<br />2 STEEL
<br />45' MAX. PLATES 'r (BY„ TANKA STRIKER
<br />MANE.)
<br />Underground Tank Section Detail 12,000/10,000 Gallon Split
<br />SCALE: 1/2" = V-0"
<br />TRAPPER SCREEN
<br />(TYP-)
<br />END OF TANK
<br />2' MIN.
<br />i�
<br />fr
<br />w
<br />Z
<br />S
<br />co
<br />w
<br />d
<br />w
<br />Z
<br />Q
<br />44.25'
<br />7" CONCRETE SLAB AT
<br />87.6 LB/CF
<br />I 4' DIA. I
<br />SUMP I
<br />I I 2 4' MIN.
<br />I I BURY DEPT.
<br />TANK
<br />I 10.5' DIA. 4 1.5' GRAVEL
<br />I 11,700 LBS I COLUMN
<br />I O I
<br />J 5 1 X 1.5 X 41.25,
<br />j DEADMAN
<br />12"
<br />40
<br />BUOYANCY CALCULATIONS
<br />CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br />TANK WITH SPHERICAL ENDS, 10.5 O.A. DIAM• (10' NOMINAL)
<br />TANK LENGTH: 40' 2-1/2" TANK DIAMETER 10'--6"
<br />TRY 41'--3" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br />EMPTY TANK UPLIFT = 21,517 GAL -2877 CU FT
<br />7.48 GAL./CF
<br />2877 CU FT X 62.4 LBS/CF = 179,525 LBS (DISPLACED WATER)
<br />TANK SUMP UPLIFT = (2) X 3.14 X 2.0'2 X 4' = 100.5 CU FT
<br />+ (2) X 3.14 X 1.75'2 X 4' = 77.0 CU FT
<br />177.5 CU FY
<br />177.5 CF X 62.4 LBS/CU FT = 11,076 LBS (DISPLACED WATER)
<br />TOTAL TANK UPLIFT = 179,525 LBS + 11,076 LBS = 190.601 LBS
<br />HOLD DOWN CALCULATIQ
<br />(D TANK SLAB: .58' X 13.5' X 44.25' = 348.5 CU FT
<br />348.5 CU FT X 87.6 LBS/CU FT = 30.529 LBS
<br />2Z CUBED BACKFILL ABOVE TANK:
<br />4' X 10.5' X 40.25' = 1,690.5 CU FT �- 177.5 CU Fl• = 1513 CE
<br />1513 CU FT X 57.6 LBS/ CU FT = 87,149 LBS
<br />CURVED BACKFILL ABOVE TANK:
<br />3.14 X 5.2 5' 2 X 40.25' = 3,483.5 CU FT
<br />10.5' X 10.5 X 40.25' 4,437.5 CU FT
<br />4,437,5 CU FT - 3,483.5 CU FT = 954.0 2 CU FT= 477.0 CU FT
<br />477.0 CU FT X 57.6 LBS/ CU FT = 27,475 LBS
<br />Q GRAVEL COLUMN ABOVE DEADMEN:
<br />1.5' X 14.5' X 40.25' X 2 = 1,751 CU FT
<br />1,651 CU FT X 57.6 LBS/ CU FT = 100,858 LBS
<br />CONCRETE DEADMEN:
<br />1' X 1.5' X 41.25' = 61.9 CU FT
<br />61.9 CU FT X 87.6 LBS/ CU FT X (2) = 10,845 LBS
<br />6� DRY WEIGHT OF TANK: 11 7-, OO LBS f
<br />TOTAL HOLD DOWN; 268,556_ LBS
<br />TOTAL HOLD DOWN: 268,556 LBS = 1.41 SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 190,601 LBS
<br />BUOYANCY CALC.
<br />229000 GAL. TANK
<br />SCALE: NOT TO SCALE
<br />FOODS
<br />,f
<br />500 WEST CAPITOL AVENUE
<br />WEST SACRAMENTO, CA
<br />95605
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />95852
<br />REVISIONS
<br />�-G HAUS
<br />o
<br />s'G Gs'
<br />�T�NG ENG�N�-�
<br />"LAND PLANNING AND DESIGN SPECIALISTS"
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251-6222
<br />SHEET TITLE
<br />22,000 GALLON
<br />DOUBLE WALL
<br />FIBERGLASS TANK
<br />INSTALL DETAILS
<br />#356
<br />FRONTAGE ROAD &
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />PROJECT NO.
<br />2.3208.000
<br />DRAWN BY
<br />0 SCALE
<br />AS SHOWN
<br />0 DATE
<br />23 JUNE 2005
<br />PAGE NO.
<br />TK2-2
<br />SHEET OF
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