|
PREFABRICATED TANK
<br />ANCHORING DEADMEN
<br />{
<br />4'-6 3/g"
<br />'UNDERGROUND TANK PLAN 03
<br />SCALE: 1 /2" 1 ° - 0"
<br />ASPHALT AND STONE PER 2 8r' THICK (TYP) 1
<br />PROJECT spEcincoONS CONCRETE SLAB
<br />(TYP) (TAP.)
<br />}} . "0
<br />/
<br />I
<br />SLOPE EXCAVATION OR SHORE TANK EXCAVATION PER PROJECT I
<br />SOILS REPORT AND TANK MANUFACTURER INSTALLATION 1 �
<br />INSTRUCTIONS. ALL SHORING IF REQUIRED TO RE ENGINEERED I
<br />AND PERMITTED UNDER SEPARATE PERMIT 13Y CONTRACTOR.
<br />CONTRACTOR SHALL ADHERE TO OSHA EXCAVATION REGULATIONS
<br />INCLUDING SICNACE AND BARRIERS, SHORING FOR ALL TANK
<br />EXCAVATIONS SHALL RE IN ACCORDANCE WITH OSHA 1926
<br />SUOPART P, OSHA STANDARDS EXCAVATIONS; rINAL RILE
<br />OCTOBER 1, 1989
<br />0
<br />L0
<br />4 LL- M
<br />J
<br />z
<br />DACKrILL WITH PEACRAVEL
<br />PER TANK MANUFACTURER
<br />SPECIFICATIONS. (TYP.)
<br />Iv-0" MIN. PEA GRAVEL
<br />NSTALLED OVER
<br />COMPACTED SOIL
<br />SCALEe 112" 1 a —Ow
<br />TANK LEVEL
<br />FLOAT KIT (TYP)
<br />1� xs
<br />!
<br />e�
<br />!� E1
<br />s`
<br />I;
<br />FILL SPILL
<br />CONTAINER
<br />1
<br />®h�z
<br />j.
<br />1 i 9 2 H .H 3 H{ 4
<br />5'-6"
<br />HYDROSTATIC RESERVOIR
<br />5 6 %
<br />9' 7 1 /2"
<br />8 11 ; 9
<br />352 1 /4"
<br />FILL SPILL
<br />/ CONTAINER
<br />a 1
<br />.10
<br />0
<br />POR SPILL
<br />CONTAINER \
<br />It
<br />0,{`1112 1I'13 1�14°15 16' 17
<br />1
<br />5,-6„
<br />SEE 1 \ �� `�9�:1 7 1 \\i�2_1\r3 SEE1�
<br />S,
<br />,1� ,1 j
<br />�T6aO T :%\T_ .0 T7.0 &0 / I7D T O T7, / �T
<br />- OVERFILL
<br />19�PREVENgTION
<br />DROP TUBE
<br />(TYP.)
<br />FLANGED
<br />P ANWAY WITH 3
<br />(4-) NPT FTO n
<br />16 1 /2" TYP,
<br />�
<br />4` 6 3/8"
<br />''.�
<br />.��17k
<br />A'
<br />• i
<br />�
<br />t
<br />' 7
<br />I a a.
<br />END OF TANK
<br />NATIVE VIRGIN SOIL
<br />.35'-2 1 /4"
<br />12%12"x110A STEEL STRIDER PLATES TYP,
<br />UNDER ALL OPENINGS /O MANWAYS ON
<br />FIBERGLASS TANK (BY TANK MANE)
<br />1' t
<br />Y _
<br />M
<br />a g
<br />r-
<br />1i.'`
<br />is
<br />f3 E
<br />- � a
<br />6" CLEARANCE BETWEEN
<br />CAP AND GRADE
<br />11 12" MANHOLE00
<br />z
<br />G
<br />�t
<br />I
<br />IrD
<br />CD
<br />PVC DAP cU
<br />�° SCREWED ON
<br />AND CAP
<br />18340 2
<br />11
<br />0
<br />1
<br />1 1 (TYPn)
<br />f
<br />G
<br />4`� LOCKING
<br />1 1
<br />2'-0" MIN.
<br />" CONCRETE SLAB �
<br />AT 87.6 LB/C
<br />E 12 I
<br />_ 133'-6"
<br />XERXES
<br />DEAD AN BURIAL
<br />Kroger
<br />WATER AT GRADE
<br />;I _L
<br />€arras i�
<br />L company
<br />'TANK IIATA
<br />INSTALLATION IO
<br />NOVJ C kP. (GAL.,)
<br />18000 (10k x Sk)
<br />TOTAL COVER INCLUDING SOIL &
<br />4_(}0
<br />TYPE (SINGLMVALL=I,DW 3)
<br />3
<br />TOP SLAB (FT)
<br />DRY 1; WJ T-'2
<br />2
<br />TOP SLAB THICKNESS (IN)
<br />8,00
<br />vOAI I 1N1L DIA (FT,)
<br />)
<br />10
<br />'FOP SLAB LENGTH (FT)
<br />37.19
<br />TOP SLAM WIDTH (FT)
<br />1100
<br />PROD. STORED (GAL)
<br />0
<br />DLADNIAN LNG (FT)
<br />36 00
<br />SPEC'. GRA 1. USED
<br />1.001
<br />DEADiv AN 4V'ID ('IN)
<br />18.00
<br />0 1
<br />DEADM AN THK (1N')
<br />8.75
<br />SAFE I Y FACTOR 14
<br />OF 42" DLVMETFR SUMPS
<br />2
<br />DCjl1'N FORCE/Up FORCE
<br />1®47 a1 I
<br />TOTAL IVEIGHTS
<br />DOWN N FORCES
<br />CONCRETE WEIGHT
<br />33110,00 LBS.
<br />BAC'KFILL WEIGHT
<br />193SO4.35 LBS.
<br />TANK WEIGHT
<br />11900,00 LBS,
<br />PRODUCT WEIGHT
<br />0,00 LBS,
<br />TOTAL DOWN FOII
<br />238514.35
<br />LBS,
<br />UP FORCES
<br />TANK DISP, FORCE
<br />161972,82 LB&
<br />1 O T AL UP FORCE----
<br />161972 82
<br />LBS,
<br />WORKSTIEE'r
<br />TANK DATA
<br />SHELL DIAMFT ER --
<br />10,00 FT. . *
<br />ACTUAL CAP (GAL)
<br />18322,00
<br />S€TELL LENGTH -
<br />25.19 F-E
<br />TANK ATt'"T. (LBS.)
<br />11900,00
<br />DO.T0E PROJLCTIO'N-- -
<br />5.00 Fr.
<br />O.A.L. (FT,)
<br />35.19
<br />MIDPOINT HEIGHT--- -------
<br />8.33 FT.
<br />NUMBER, OF RIBS
<br />20.00
<br />COLUMN HEIGHT ------ ---
<br />13.33 F1,
<br />RIB VOLUNIF - -- - -
<br />2631.00 CU, IN,
<br />DOME A (SO FT))
<br />78,54
<br />DOME VOL. (CU PT)
<br />523,60
<br />REINF40RCrED CONCRETE VOL1 NIE5 (i IJ. FT i _-
<br />TOP SLAB------ ---------- -
<br />297,50
<br />DEADMFN
<br />79.75
<br />FORCE = VOL. X € 8 LO: ICF
<br />26180.00
<br />FORCE (LBS) ) = VOL} X I18 DLLs/CIF
<br />6930.00
<br />TOT SLAB & DEADMEN FORCE 33110.00
<br />LBS.
<br />------ -- --
<br />— ---—-------------
<br />OAC K ILL, C'OL,UMELS (C [1. F'E.1
<br />--------
<br />OVER TANK SFIE I --
<br />1045,71
<br />OVER DEADMEN,
<br />1440,00
<br />OVER TANK 13t)WS , --
<br />392,70
<br />END WEDGE
<br />346,67
<br />TO"FAL WE"I' VOLUME
<br />t22` ,07
<br />FORCE = VOL. X 60 LBS/C;F
<br />193304.3.5
<br />LBS,
<br />BUOYANCY
<br />SHELL VOLUME -
<br />204' 37 C UB10 FT.
<br />DOME VOLUME
<br />523.60 CUBIC FT.
<br />RIB V OLI 05CL -
<br />30.45 CUBIC FT,
<br />TOTALVOLUME
<br />? 96.42 CUBIC FT.
<br />VOL k 7.48 GAL/C UYT,
<br />1942)L20 GALLONS
<br />FORCE
<br />= GAL X 834 (LI38xIG U,.)
<br />161972.82
<br />LB&
<br />i
<br />{ Q.
<br />F
<br />- -
<br />r1
<br />I��
<br />00
<br />may,
<br />W
<br />00
<br />0
<br />CID
<br />P
<br />1
<br />I
<br />1
<br />r
<br />1`
<br />Ch
<br />0
<br />0
<br />0
<br />F�
<br />0-
<br />a_
<br />0-
<br />zz
<br />p-
<br />cL
<br />a-
<br />z
<br />z
<br />z
<br />V)
<br />2-
<br />0
<br />Cn
<br />6 T
<br />9/28/21
<br />L
<br />Li
<br />m
<br />Fr
<br />m
<br />I�
<br />a
<br />W
<br />z
<br />CL
<br />In
<br />L
<br />�I
<br />O
<br />CL
<br />7J
<br />L,
<br />W
<br />m
<br />0
<br />r
<br />Z
<br />0
<br />(
<br />Project 20996 Store #00852
<br />"
<br />a.>
<br />Designed By. N 1 P
<br />Drawn By. NTP
<br />r�
<br />Checked By: OV
<br />Dote: 6-10-2021
<br />0
<br />Disk File:
<br />Model:
<br />N6
<br />Address:
<br />cn
<br />4919 EVERGREEN WAY
<br />i
<br />EVERET1, WA 96203
<br />Y
<br />8K-1 GK GALLON TANI/v
<br />INSTALLATION DETAILS
<br />U
<br />crc
<br />0)
<br />E
<br />RJELM A
<br />`n
<br />Drawing No.:
<br />04
<br />3.11
<br />O
<br />CD
<br />0
<br />
|