|
Sheet Notes -
<br />otes1.
<br />45' MAX.
<br />(2) 12"X12"x11GA STEEL STRIKER
<br />1 -- TANK(S):
<br />Nz
<br />"'
<br />z-'�-- - PLATES (BY TANK MANF.)
<br />SHALL BE UNDERWRITERS LABORATORY LISTED (UL1316) AS CALLED FOR ON THE SITE SPECIFIC DRAWING 6.
<br />- DROP TUBE CRITICAL DIMENSION:
<br />(4) 12"X12"x11GA STEEL STRIKER
<br />PLATES TYP. UNDER OPENINGS W/
<br />OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF
<br />THIS DIMENSION 1S CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL
<br />MANWAYS (BY TANK MANF.)
<br />(TYP.) TANK SHALL BE SET LEVEL OR SLOPED
<br />1"
<br />FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY XERXES CORPORATION. INSTALLATION OF
<br />AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES.
<br />10. - PREFABRICATED ASSEMBLIES:
<br />;
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER
<br />Underground Tank
<br />Section Detail
<br />TANKS AND PIPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7.
<br />- TURBINE & FILL SIDE SUMP SENSORS:
<br />A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY,
<br />2. --PIPING PENETRATIONS:
<br />TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO
<br />CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING
<br />THE REQUIREMENT OF THE CODE,
<br />13 MALLEABLE IRON
<br />ALL MALLEABLE
<br />FITTINGS:
<br />IRAN
<br />FITTINGS SHALL
<br />BE SUPPLIED BY
<br />"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
<br />SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA 1 2" MAXIMUM FROM
<br />SPECIFICATIONS
<br />AS FOLLOWS:
<br />15' ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION
<br />BOTTOM OF SUMP. SENSOR HOLDER PERMANENTLY MOUNTED TO SUMP WALL. PRODUCT PIPING TO
<br />11. - TANK STABILITY:
<br />FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP
<br />DISPENSERS, PRODUCT PIPING CROSS CONNECTION BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS
<br />TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION.
<br />DIMENSIONS
<br />MATERIAL
<br />THREAD PRESSURE RATING
<br />SIDE WALLS MUST BE SEALED WITH BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY
<br />ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN. IF PRODUCT PENETRATION ENTERS
<br />M.I. FITTINGS
<br />TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS
<br />ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP WILL BE
<br />2 -
<br />1. RISER GROUNDING;
<br />TEES ELBOWS)
<br />APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUST
<br />REQUIRED TO BE INSTALLED.
<br />ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED.
<br />CLASS 150/PN
<br />20
<br />ASWE F16.3
<br />ASTM
<br />A-197
<br />ASME 8.1 20.1 ASME 816.3
<br />SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. g
<br />- MANHOLE CROWNS:
<br />13• - O DENOTES:
<br />3. - PIPING TESTING:
<br />ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-•1/2" CROWN OF CONCRETE
<br />EQUIPMENT LISTED ON SHEET TK8-1
<br />M.I. UNIONS
<br />CLASS 150/PN
<br />20
<br />A-197
<br />ASME B.1 20.1 ASME B16.3
<br />NOT USED
<br />TO PREVENT WATER ENTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN
<br />ASME B16.39
<br />ASTM
<br />OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID.
<br />STEEL PIPE NIPPLES
<br />SIPHON PIPING:
<br />CLASS 150/PN
<br />20
<br />ASTM A733
<br />STM
<br />AF
<br />53
<br />ASME B.1 20.1 ASME 816.3
<br />NOT USED. 9. -
<br />METHANOL/ETHANOL COMPATIBILITY:
<br />( ORAE
<br />}
<br />5• - FILL AND VAPOR CAP HEIGHT TO GRADE:
<br />FOR ALL METHANOL/ETHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS
<br />STEEL PIPE
<br />THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL
<br />SHALL BE METHANOL/ETHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE.
<br />CLASS 150/PN
<br />20
<br />N/A
<br />ASTM
<br />A-53
<br />ASME B.1 20.1 ASME B16.3
<br />AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES.
<br />SCHEDULE 40
<br />(F OR
<br />E)
<br />�J
<br />SEE NOTE #1
<br />& NOTE #11
<br />►t1
<br />2' MIN.
<br />EXCAVATION
<br />ONLY
<br />INDICATES ANCHOR
<br />STRAP LOCATION.
<br />(WHEN REQUIRED)
<br />END OF TANK
<br />�Z
<br />AWN
<br />.., vvf_,1- vvv Lji-L- vvflLL
<br />PRODUCT LINE TO DISPENSERS
<br />(VACUUM MONITORED)
<br />��
<br />Underground Tank Plan View
<br />5C LE ,f - 1) Off
<br />18"
<br />(TYP.) --- TANK SLAB 1
<br />1-1/2" MIN. CROWN TK6-1
<br />(TYP. ALL OPENINGS) TK3-2
<br />-da
<br />SEE NOTE #8
<br />A
<br />A.
<br />4 CA A d Y
<br />• 3" PEA GRAVEL MIN. 3" PEA GRAVEL MIN. ,.
<br />1 �
<br />TK3-1
<br />3
<br />4,f BLACK STEEL RISER
<br />j (SEE NOTE #12)
<br />13 EXTRACTOR FITTING
<br />WITH BAL FLOAT VALVE
<br />- - ---- 14 SET @ 98% CAPACITY
<br />-^__�_-_---�_�----`-��---_-=�--=SUMP LIQUID MONITORING 34 =--
<br />SENSOR (SEE NOTE #7) \
<br />-- -�SENSOR
<br />SUMP MONITOR LIQUID (SEE NOTE #7) STRAIGHT DROP TUBE 12
<br />DUAL FLOAT HYDROSTATIC
<br />30 ACCESS MANHOLE A.C. PAVING
<br />• �__ _--- -- - 3/4" COND. LOOP TO
<br />SUMP
<br />4" SCH 40 PVC OR
<br />FRP RISER TO GRADE
<br />DUAL FLOAT HYDROSTATIC
<br />38 MONITORING SENSOR
<br />HYDROSTATIC
<br />RESERVOIR
<br />13 EXTRACTOR FITTING
<br />WITH BAL FLOAT VALVE
<br />14 SET @ 98% CAPACITY
<br />TANK LEVEL GAUGE
<br />D33ALARM AT 90%
<br />l CAPACITY
<br />iII✓aJ�. . r i !
<br />I� E 3 I� s 'yP' •• e
<br />'sl if r
<br />L (;BACKFILWITH PEAGRAVEL
<br />•. f9;a.
<br />.
<br />OR CRUSHED ROCK AS
<br />PER TANK MANUFACTURER
<br />SPECIFICATIONS. (TYP.)
<br />SCALE: 1/2" = V -Off
<br />END OF TANK
<br />2'-0" MIN.
<br />EXCAVATION
<br />ONLY
<br />7" CONCRETE SLAB AT
<br />87.6 LB/CF
<br />4' DIA.
<br />SUMP
<br />1 O O I 2 4' MIN. BURY DEPT.
<br />I
<br />TAN K
<br />10.33' DIA.
<br />8,300 LBS 4 1.5' GRAVEL COLUMN
<br />I I
<br />5 1 X 1.5' X 38.67'
<br />DEA DMAN
<br />12"
<br />13'-4f,
<br />00
<br />BUOYANCY CALCULATION 20,000 GAL. TANK
<br />CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br />"XERXES CORPORATION" TANK WITH SPHERICAL ENDS,
<br />(10' NOMINAL)
<br />TANK LENGTH: 37' 8-3/4" TANK DIAMETER 10'-4"
<br />TRY 38'-8" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br />EMPTY TANK UPLIFT = 19,703 GAL _ 2634 CU FT
<br />7.48 GAL./CF
<br />2634 CU FT X 62.4 LBS/CF = 164,362 LBS (DISPLACED WATER)
<br />TAT 5UMP_UPLIFT = (2) X 3.14 X 2.2X 4' = 100.5 CU FT
<br />100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER)
<br />TOTAL TANK UPLIFT = 164,362 LBS + 6,271 LBS = 1 67033LAS
<br />HOLD DOWN CALCULATION
<br />®.TANK SLAB: .58' X 13.33' X 41.5' = 321 CU FT
<br />321 CU FT X 87.6 LBS/CU FT = 28.120 LBS
<br />2 CUBED BACKFILL ABOVE TANK:
<br />4' X 10.33' X 37.73' = 1,559 CU FT - 100.5 CU FT = 1458.5 CU FT
<br />1458.5 CU FT X 57.6 LBS/ CU FT = 810-10,113
<br />3� CURVED BACKFILL ABOVE TANK:
<br />3.14 X 5.17'2 X 37.73' = 3,166.6 CU FT
<br />10.33' X 10.33' X 37.73' = 4026.1 CU FT
<br />4026.1 CU FT - 3,166.6 CU FT = 859.5 2 CU FT = 429.8 CU FT
<br />429.8 CU FT X 57.6 LBS/ CU FT = 24,756 LBS
<br />a GRAVEL COLUMN ABOVE DEADMEN:
<br />1.5' X 14.5' X 38,67' X 2 = 1,682 CU FT
<br />1,682 CU FT X 57.6 LBS/ CU FT = R6.883 LBS
<br />Q CONCRETE DEADMEN:
<br />1' X 1.5' X 38.67' = 5 8.0 0 CU FT
<br />58.00 CU FT X 87.6 LBS/ CU FT X (2) = 10,162 LBs
<br />® DRY WEIGHT TO TANK: X3.300 LBS 1
<br />TOTAL HOLD DOWN: 252,231 LBS
<br />TOTAL HOLD DOWN: 252.231 LBS = 1,48 _SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 170,633 LBS
<br />BUOYANCY CALC• 20,000 GAL. TANK
<br />SCALE: NOT TO SCALE
<br />F 0 0 0 S
<br />500 WEST CAPITOL AVENUE
<br />VILEST SACRAMENTO, CA
<br />95605
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />95852
<br />REVISIONS
<br />A
<br />�G H A Cis
<br />o -Z�
<br />vJA
<br />4
<br />`'/NG E N G
<br />"LAND PLANNING AND DESIGN SPECIALISTS"
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251--6222
<br />SHEET TITLE
<br />20,000 GALLON
<br />DOUBLE WALL
<br />FIBERGLASS TANK
<br />INSTALL DETAILS
<br />RIM
<br />PROJECT NAME
<br />FRONTAGE ROAD &
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />Efl PROJECT NO.
<br />2.3208.000 '
<br />Q DRAWN BY
<br />SCALE
<br />AS SHOWN
<br />DATE
<br />23 JUNE 2005
<br />PAGE NO.
<br />TK2�1
<br />SHEET OF
<br />45' MAX.
<br />(2) 12"X12"x11GA STEEL STRIKER
<br />Nz
<br />"'
<br />z-'�-- - PLATES (BY TANK MANF.)
<br />(4) 12"X12"x11GA STEEL STRIKER
<br />PLATES TYP. UNDER OPENINGS W/
<br />TRAPPER SCREEN
<br />MANWAYS (BY TANK MANF.)
<br />(TYP.) TANK SHALL BE SET LEVEL OR SLOPED
<br />1"
<br />MAX. TO ANNULAR SPACE SENSOR.
<br />;
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER
<br />Underground Tank
<br />Section Detail
<br />22,000
<br />Gallon
<br />o
<br />SCALE: 1/2" = V -Off
<br />END OF TANK
<br />2'-0" MIN.
<br />EXCAVATION
<br />ONLY
<br />7" CONCRETE SLAB AT
<br />87.6 LB/CF
<br />4' DIA.
<br />SUMP
<br />1 O O I 2 4' MIN. BURY DEPT.
<br />I
<br />TAN K
<br />10.33' DIA.
<br />8,300 LBS 4 1.5' GRAVEL COLUMN
<br />I I
<br />5 1 X 1.5' X 38.67'
<br />DEA DMAN
<br />12"
<br />13'-4f,
<br />00
<br />BUOYANCY CALCULATION 20,000 GAL. TANK
<br />CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br />"XERXES CORPORATION" TANK WITH SPHERICAL ENDS,
<br />(10' NOMINAL)
<br />TANK LENGTH: 37' 8-3/4" TANK DIAMETER 10'-4"
<br />TRY 38'-8" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br />EMPTY TANK UPLIFT = 19,703 GAL _ 2634 CU FT
<br />7.48 GAL./CF
<br />2634 CU FT X 62.4 LBS/CF = 164,362 LBS (DISPLACED WATER)
<br />TAT 5UMP_UPLIFT = (2) X 3.14 X 2.2X 4' = 100.5 CU FT
<br />100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER)
<br />TOTAL TANK UPLIFT = 164,362 LBS + 6,271 LBS = 1 67033LAS
<br />HOLD DOWN CALCULATION
<br />®.TANK SLAB: .58' X 13.33' X 41.5' = 321 CU FT
<br />321 CU FT X 87.6 LBS/CU FT = 28.120 LBS
<br />2 CUBED BACKFILL ABOVE TANK:
<br />4' X 10.33' X 37.73' = 1,559 CU FT - 100.5 CU FT = 1458.5 CU FT
<br />1458.5 CU FT X 57.6 LBS/ CU FT = 810-10,113
<br />3� CURVED BACKFILL ABOVE TANK:
<br />3.14 X 5.17'2 X 37.73' = 3,166.6 CU FT
<br />10.33' X 10.33' X 37.73' = 4026.1 CU FT
<br />4026.1 CU FT - 3,166.6 CU FT = 859.5 2 CU FT = 429.8 CU FT
<br />429.8 CU FT X 57.6 LBS/ CU FT = 24,756 LBS
<br />a GRAVEL COLUMN ABOVE DEADMEN:
<br />1.5' X 14.5' X 38,67' X 2 = 1,682 CU FT
<br />1,682 CU FT X 57.6 LBS/ CU FT = R6.883 LBS
<br />Q CONCRETE DEADMEN:
<br />1' X 1.5' X 38.67' = 5 8.0 0 CU FT
<br />58.00 CU FT X 87.6 LBS/ CU FT X (2) = 10,162 LBs
<br />® DRY WEIGHT TO TANK: X3.300 LBS 1
<br />TOTAL HOLD DOWN: 252,231 LBS
<br />TOTAL HOLD DOWN: 252.231 LBS = 1,48 _SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 170,633 LBS
<br />BUOYANCY CALC• 20,000 GAL. TANK
<br />SCALE: NOT TO SCALE
<br />F 0 0 0 S
<br />500 WEST CAPITOL AVENUE
<br />VILEST SACRAMENTO, CA
<br />95605
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />95852
<br />REVISIONS
<br />A
<br />�G H A Cis
<br />o -Z�
<br />vJA
<br />4
<br />`'/NG E N G
<br />"LAND PLANNING AND DESIGN SPECIALISTS"
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251--6222
<br />SHEET TITLE
<br />20,000 GALLON
<br />DOUBLE WALL
<br />FIBERGLASS TANK
<br />INSTALL DETAILS
<br />RIM
<br />PROJECT NAME
<br />FRONTAGE ROAD &
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />Efl PROJECT NO.
<br />2.3208.000 '
<br />Q DRAWN BY
<br />SCALE
<br />AS SHOWN
<br />DATE
<br />23 JUNE 2005
<br />PAGE NO.
<br />TK2�1
<br />SHEET OF
<br />
|