|
XERXES
<br />DEADMAN BURIAL
<br />Tracy Tanks
<br />B
<br />g Y S H A W C O R
<br />WATER AT GRADE
<br />E
<br />PIPE (IN.)
<br />(IN.)
<br />02-23-21
<br />(IN.)
<br />(IN.)
<br />TANK DATA
<br />3
<br />N LLA 1 N
<br />10.6
<br />NOMI. CAP. (GAL.)
<br />25000
<br />TOTAL COVER INCLUDING SOIL &
<br />4
<br />TYPE (SINQLEWALL� I ;D W=3)
<br />3
<br />TOP SLAB (FT)
<br />5.00
<br />DRY=1; WET' -2
<br />2
<br />TOP SLAB THICKNESS (IN)
<br />8.00
<br />NOM. TANK DIA (FT.]
<br />10
<br />TOP SLAB LENGTH (FT)
<br />49.56
<br />•**+*******r******►********** t******s*************
<br />TOP SLAB WIDTH (FT)
<br />1200
<br />PROD. STORED (GAL)
<br />0
<br />DEADMAN LNG (FT)
<br />46.00
<br />SPEC. GRAV. USED
<br />1.00
<br />DEADMAN W1D (IN)
<br />18.00
<br />DEADMAN THK (IN)
<br />8.75
<br />SAFETY FACTOR
<br /># OF 48" DLkM ETER SUMPS
<br />2
<br />DOWN FORCE1UP FORCE _
<br />1.52 :1
<br />TOTAL WEIGHTS
<br />DOWN FORCES
<br />CONCRETE WEIGHT
<br />43747.00 LBS.
<br />BACKFILL WEIGHT
<br />284625.27 LBS.
<br />TANK WEIGHT
<br />14600.00 LBS.
<br />PRODUCT WEIGHT
<br />0.00 LBS.
<br />TOTAL DOWN VORCE--
<br />342972.27
<br />LBS.
<br />UP FORCES
<br />TANK DLSP. FORCE
<br />226252.67 LBS.
<br />TOTAL UP FORCE-----
<br />226252.67
<br />LBS,
<br />WQRKSHEET
<br />SHELL DIAMETER
<br />TANK DATA
<br />10.00 FT. *
<br />ACTUAL CAP (GAL)
<br />25432.00
<br />SHELLLENGTH ---- -
<br />37.56 FT. *
<br />TANK WT. CLRS.)
<br />14600.00
<br />DOME PROJECTION----
<br />5.00 FT.
<br />O.A.L. {FT.}
<br />47.56
<br />MID POINT HEIGHT----------
<br />9.33 FT. '
<br />NUMBER OF RIBS
<br />29.00
<br />COLUMN HEIGHT------••--..-----
<br />14.33 FI'.
<br />NUMBER OF RIBS
<br />RIB VOLUME--------------------
<br />2631.00 CU. IN.
<br />DOME A. (SQ FT)
<br />78.54
<br />RIB VOLUME--------------------
<br />2631.00 CU. IN.
<br />DOME VOL. (CU FT)
<br />523.60
<br />REINFORCED CONCRETE VOLUMES CU. FT.
<br />TOP SLAB----------- ---- -
<br />396.50
<br />DEADMEN
<br />100.63
<br />FORCE = VOL. X S8 LBSICF
<br />34892.00
<br />FORCE (LBS) = VOL. X 88 LBSICF
<br />8855.00
<br />TOP SLAB & DEADMEN FORCE 43747.00
<br />LBS.
<br />FORCE (LBS) = VOL, X 88 LBSICF
<br />6930.00
<br />BACKFILL VOLUMES (CU. FT.)
<br />LBS.
<br />OVER TANK SHELL,-----
<br />1921.85
<br />OVER DEADMEN
<br />1978.00
<br />OVER TANK DOMES--
<br />471.24
<br />END WEDGE
<br />372-67
<br />TOTAL WET VOLUME
<br />4743.75
<br />471.24
<br />END WEDGE
<br />372.67
<br />FORCE = VOL. X 60 LBSICF
<br />284625.27
<br />LBS.
<br />B OYANCY
<br />FORCE = VOL. X 60 LBS/CF
<br />225529.36
<br />SHELL VOL.UMF,---------
<br />COME VOLUM&---------
<br />R® VaL[JIv1E---------------
<br />3059.07 CU$IC FT.
<br />523.60 CUBIC Fr.
<br />44.15 CUBIC FT.
<br />4f ESSfp
<br />��� ��1s S •
<br />TOTAL VOLUME
<br />3626.82 CUBIC Fr.
<br />2520.02 CUBIC FT.
<br />VOL X 7.48 GAUCU.FT.
<br />27I28.62 GALLONS
<br />w No, 8 4 m
<br />523.60 CUBIC FT.
<br />FORCE= GAL X 834 (LBSJGAL.
<br />°` 226252.67
<br />LBS.
<br />35.02 CUBIC Ff.
<br />�\S S. 4 9�F�
<br />TOTAL VOLUME
<br />Re.icwed & Digitaey sit3ned_ 132!2412021
<br />F CALF raid CensArom inc.
<br />27758 Santa n4a�guito Pkwy Y238,
<br />"Oon Yelp. CA 92691
<br />XE RXES
<br />DEADNIAN BURIAL
<br />Tracy Tanks
<br />B
<br />BY S H A W G Q R
<br />'WATER AT GRADE
<br />E
<br />PIPE (IN.)
<br />(IN.)
<br />U2-23-21
<br />(IN.)
<br />(IN.)
<br />TANK DATA
<br />3
<br />INSTALLATION
<br />10.6
<br />NOM. CAP. (GAL.)
<br />20000 { 10k x 10k)
<br />TOTAL COVER INCLUDING SOIL &
<br />4
<br />TYPE (SINGLEWALL=I;DW-3)
<br />3
<br />TOP SLAB (FT)
<br />5.00
<br />DRY -1; WET=2
<br />2
<br />TOP SLAB THICKNESS (IN)
<br />8.00
<br />NOM. TANK DIA. (FT.)
<br />10
<br />TOP SLAB LENGTH (FT)
<br />41.31
<br />W
<br />TOP SLAB WIDTH (FT)
<br />12.00
<br />PROD. STORED (GAL)
<br />0
<br />DEADMAN LNG (F -F)
<br />36.00
<br />SPEC. GRAV. USED
<br />1.00
<br />DEADMAN WID (IN)
<br />18.00
<br />DEADMAN THK (IN)
<br />8.75
<br />SAFETY FACTOR
<br /># OF 48" DIAMETER SUMPS
<br />4
<br />DOWN FORCE/UP FORCE =
<br />1.43 :1
<br />TOTAL WEIGHTS
<br />DOWN FORCES
<br />CONCRETE WEIGHT
<br />36014.00 LBS.
<br />BACKFILL WEIGHT
<br />225529.36 LBS.
<br />TANK WEIGHT
<br />12700.00 LBS.
<br />PRODUCT WEIGHT
<br />0.00 LBS.
<br />TOTAL DOWN FORCE----
<br />274243.36
<br />LBS.
<br />UP FORCES
<br />TANK DISP. FORCE
<br />192055.33 LBS.
<br />TOTAL UP FORCE-
<br />192055.33
<br />LBS.
<br />WORKSHEET
<br />TANK DATA
<br />SHELL DIAMETER-----------
<br />10.00 FT. *
<br />ACTUAL CAP (GAL)
<br />2.0692.00
<br />SHELL LENGTH-------------
<br />29.31 FT. *
<br />TANK WT. (LBS.)
<br />12700.00
<br />DOME PROJECTION----------
<br />5.00 FT. *
<br />O.A.Z. (FT.)
<br />39.31
<br />MID POINT HEIGHT-----------
<br />9.33 FT. *
<br />NUMBER OF RIBS
<br />23.00
<br />COLUMN HEIGHT--------------
<br />14.33 FT.
<br />RIB VOLUME--------------------
<br />2631.00 CU. IN.
<br />DOME A. (SQ FT)
<br />78.54
<br />DOME VOL. (CU FT)
<br />523.60
<br />REINFORCED CONCRETE VOLUMES (CU. FT.)
<br />TOP SLAB-------------------
<br />330.50
<br />DEADMEN
<br />78.75
<br />FORCE = VOL. X 88 LBSICF
<br />29084.00
<br />FORCE (LBS) = VOL, X 88 LBSICF
<br />6930.00
<br />TOP SLAB & DEADMEN FORCE 36014.00
<br />LBS.
<br />BACKFILL- VOLUMES (CU.
<br />FT.)
<br />OVER TANK SHELL------------
<br />1366.92
<br />OVER DEADMEN
<br />1548.00
<br />OVER TANK DOMES
<br />471.24
<br />END WEDGE
<br />372.67
<br />TOTAL WET VOLUME
<br />3758.82
<br />FORCE = VOL. X 60 LBS/CF
<br />225529.36
<br />LBS.
<br />BUOYANCY
<br />SHELL VOLUME -------- ----
<br />2520.02 CUBIC FT.
<br />DOME VOLUME-----------
<br />523.60 CUBIC FT.
<br />QR6FESS/4
<br />RIB VOLUME-------------------
<br />35.02 CUBIC Ff.
<br />�\S S. 4 9�F�
<br />TOTAL VOLUME
<br />3078.64 CUBIC FT.
<br />4���
<br />y CJ z
<br />VOL X 7.48 GAUCUTT.
<br />23028.22 GALLONS W N,. 61054 rn
<br />FORCE GAL X 8.34 (LBS./GAL. 192055.33
<br />LBS.
<br />:kw
<br />`• f�Y 1�.fi� Reviewed & OigifoCy signed: 02124/'2021
<br />OF CLQ YatdConaelh ts•ine.
<br />2775& Sanla Mar9ci to Pkwy #238.
<br />Mission Viejo, CA 92691
<br />fal;949-46&-9702
<br />BUOYANCY CALCULATIONS
<br />SCALE: I" = 1'-0"
<br />MINIMUM BURY - VARIES BY PIPING SIZE
<br />AND PAVING CONDITIONS. INSTALL
<br />PER MANFR'S. REQUIREMENTS
<br />GRADE (SEE ALSO DETAIL 3/PET4)
<br />FIBERGLASS PRIMARY PIPE W/
<br />SEGONDARY CONTAINMENT PIPE
<br />SLOPE PIPE TO TANK,
<br />TYPICAL
<br />VENT CAP - FIV
<br />(NON-G,45OL INE)
<br />12' MIN. - OUTLET TO
<br />FIN, GRADE, TYP.
<br />MANIFOLD
<br />GASOL INE
<br />RISERS
<br />.� 0 O O •�
<br />/---- . . . F 1
<br />o 0
<br />a PEA GRAVEL BACKFILL, TYP.
<br />_77 1��Y_ �__
<br />"Ell
<br />FIBERGLASS SECONDARY
<br />CONTAINMENT FITTING,
<br />TYPICAL EIEC 71]( 1H
<br />PEP�C pGaG3La400O [n`�1�
<br />CONTAINMENT
<br />A
<br />B
<br />C
<br />D
<br />E
<br />PIPE (IN.)
<br />(IN.)
<br />(IN.)
<br />(IN.)
<br />(IN.)
<br />(IN.)
<br />3
<br />7.5
<br />10.6
<br />6.5
<br />10
<br />14.5
<br />4
<br />8.5
<br />12
<br />T5
<br />12
<br />16.5
<br />6
<br />10.65
<br />15
<br />8
<br />14.75
<br />22
<br />SMITH RED THREAD IIA PIPE
<br />SEE ALSO SMITH TRENCH DETAIL 3/PET-4
<br />SMITH PIPING CROSS-OVER DETAIL
<br />SCALE: NONE (SOME EXAGGERATION)
<br />ANY METAL PARTS BELOW GROUND INCLUDING
<br />TANK HOLD DOWN HARDWARE (TURNBUCKLES,
<br />ETC.) WILL BE CORROSION RESISTANT. ALL
<br />METAL PARTS OF XERXES RESTRAINT SYSTEM,
<br />AS SPECIFIED, ARE GALVANIZED
<br />O O
<br />TANK STANDARD HOLD-DOWN STRAPS,
<br />EXCAVATION, SUPPLIED BY TANK MNFR., TYP.
<br />TYP.
<br />O O
<br />U.S.T., TYP.
<br />O O
<br />TURNBUCKLE, SUPPLIED BY
<br />TANK MNFR., TYP.
<br />8314 "x18" DEADMEN, SUPPLIED BY TANK
<br />MNFR., OUTSIDE OF TANK SHADOW, TYP.
<br />TANK "SHADOW", TYP.
<br />I_ 1211, MIN.
<br />ALIGN TOP OF DEADMEN INSTALL TANKS, DEADMEN AND
<br />-' W/ TANK BOTTOM, TYP. -I ACCESSORIES PER TANK MNFR.
<br />INSTALLATION REQUIREMENTS.
<br />UST DEADMEN INSTALLATION
<br />SCALE: 1/2" = 1'-0"
<br />(PRIOR TO COMPLETING BACKFILL)
<br />O
<br />P/V VALVE AT
<br />GASOLINE MANIFOLD
<br />F
<br />i
<br />-(III IIS I I �
<br />-'IIS I I I
<br />I�------� r------�
<br />I III ��
<br />I i
<br />illi I I 1
<br />12' MIN. - OUTLET TO
<br />FIN. GRADE, TYP.
<br />n
<br />11
<br />VEEDER-ROOT EVR CARBON -
<br />CANISTER VAPOR POLISHER
<br />(CCVP) SYSTEM - INSTALL
<br />PER MNFR- INSTRUCTIONS
<br />VEEDER-ROOT PM 332-161-002
<br />(KIT 861290-002)
<br />110" MIN. LOWEST U -BOLT
<br />ABOVE FIN. GRADE
<br />CCVP INLET PIPING KIT W/
<br />LOCKABLE BALL VALVE
<br />(1/2"0 PIPING)
<br />VEEDER-ROOT P/N 330020-638
<br />WIRE SCREENING APPLIED TO VENT
<br />RACK„ PER ARCHITECHURAL DETAILS
<br />VENT RISERS, STEEL PIPE
<br />(MANIFOLD GASOLINE
<br />AS REQUIRED).
<br />VENT RACK 4 SUPPORTS
<br />96
<br />CCVP EQUIPMENT 4 INSTALLATION
<br />HARDWARE SHALL BE AS SUPPLIED
<br />BY VEEDER-ROOT (V -R), W/ NO
<br />SUBSTITUTIONS ALLOWED, AND
<br />INSTALLED PER V -R
<br />INSTALLATION INSTRUCTIONS.
<br />FINISH GRADE, OR TOP
<br />OF PAVING
<br />P/V VALVE AT GASOLINE
<br />VENT RISER SYSTEM
<br />(ADJUST NGT. AS
<br />REQUIRED)
<br />MANIFOLD GASOLINE
<br />RISERS
<br />INSTALL CCVP MOUNTING
<br />BRACKET, VEEDER-ROOT
<br />P/N 330020-64-1
<br />INSTALL VAPOR
<br />PRESSURE SENSOR,
<br />VEEDER-ROOT
<br />PM 331946 - 001
<br />PRESSURE SENSOR,
<br />INSTALL REDUCING
<br />TEE, SCH. 40, MIN.
<br />VEEDER-ROOT P/N
<br />PM 332954-002
<br />NB - THE VENT
<br />SCREEN AND PIPES
<br />TO BE PAINTED TO
<br />MATCH THE
<br />ADJACENT GAS
<br />STATION CANOPY IN
<br />ACCORDANCE WITH
<br />THE COAs
<br />(CONDITIONS OF
<br />APPROVAL).
<br />INSTALL VIII=
<br />RACK, SUMP,
<br />SUPPORT CONC. i r� III
<br />AND PEA -GRAVEL
<br />BACKFILL PER
<br />BRAVO INSTALL , r----- I�
<br />INSTRUCTIONS. 11 I =-�
<br />VENT RACK W/ CARBON CANISTER [CCVP]
<br />/ � 1
<br />SCALE: 3/4" = I'-0" (W/ SOME EXAGGERATION)
<br />MULTI -PORT E.V.R. FILL
<br />ASSEMBLY SYSTEM INCLUDES: 0 0
<br />5 GAL. VR -I CONTAINMENT
<br />MANHOLE W/ VAPOR CAP 4
<br />VR ADAPTOR, TYP.
<br />5 GAL. FILL CONTAINMENT
<br />MANHOLE W/ FILL GAP 4
<br />TOP SEAL ADAPTOR, TYP-
<br />ALIGN SENSORS W/ INSPECTION PORT
<br />SHROUD BOOTS W/ °
<br />CLAMPS, TYP. ° `` •�
<br />EXPLOSION PROOF
<br />BOX W/ SEAL -OFFS, TYP-
<br />CONDUIT PENETRATION
<br />FITTING FOR DBL. WALL
<br />SUMPS, TYP.
<br />9r MONITORING COMMUNICATION.
<br />TESTING APPARATUS .W/. .
<br />BALL VALVE, TYP.
<br />PEA GRAVEL
<br />BACKFILL, TYP.
<br />INSTALLED SUMP 5145E 4.
<br />COLLAR BY TANK MFR.
<br />19 m
<br />U.S.T. FILL SUMP DETAILS
<br />INSTALL 4 TEST ALL EQUIPMENT
<br />PER MNFR. REQUIREMENTS
<br />SEE SITE PLAN FOR SLAB THICKNESS, BURY DEPTH.
<br />12 " TYP.
<br />1" TYP GROWN
<br />`MANWAY SKIRT
<br />HYDROSTATIC SENSOR WIN
<br />BRINE RESERVOIR, TYP.
<br />INTERSTITIAL FLUID TUBING
<br />TO SUMP PORT
<br />42" (MIN.) DBL. WALL BRINE-
<br />• ....FILLED CONTAINMENT SUMP O O
<br />411,P BLACK IRON
<br />RISERS, TYP.
<br />SUMP PROBE W/ 85
<br />FLOAT SWITCH, TYP,
<br />SCALE: 1" = P -O" (11IM I SOME EXAGGERATION FOR CLARIT`r)
<br />O REFERENCE EQUIPMENT LIST KEY NUMBERS AT SHEET PET -S, TYPICAL THROUGH OUT.
<br />NOT ALL EQUIPMENT ON LIST WILL BE CALLED OUT ON DRAWING(S).
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