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AEG DD 8770 User Manual Page 27

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EXISTING UNLOADING
PIPES
m
BERM
EL.
105.25
3'-6"
8'-0"
2'-3"
6'-9"
i
I
BERM
EL.
105.25
—
8" X 8" X
16"
CONCRETE BLOCK WALL
6 COURSES HIGH
FOR CONCRETE BLOCK
DIKE DETAIL
SEE DETAIL
"1"
4'-0"
2'-0"
„ VALVE
105.00
i
4'-0",
2'-0"
103.00
2'-0"
I
102.91
103.00
102.80
4'-0"
Ci,J
TOP
OF
BLOCK
6 COURSES
EL.
104.67
EXISTING UNLOADING PIPE
2'-0"
i
4'-0"
4"
SLAB
6"
TOP OF BLOCK
5
COURSES
EL. 104.00
8"
X 8" X
16"
-v.
CONCRETE BLOCK WALL
5
COURSES
HIGH
FOR CONCRETE BLOCK
DIKE DETAIL
SEE
DETAIL
"1"
103.00
102.80
2'-0"
7
103.00
102.91
8"
X 8" X
16"
CONCRETE BLOCK WALL
6 COURSES HIGH
FOR CONCRETE BLOCK
DIKE DETAIL
SEE DETAIL
"1"
6"
104.90 104.80
TOP
OF
BLOCK
EL.
106.00
CONTAINMENT DIKE
MIDDLE TANK
-
DRAIN VALVES
2BP-1-M93
CONTAINMENT DIKE
NORTH
-
DRAIN VALVE
4"
SLAB
2BP-1-M93
8"
X 8" X 16"
CONCRETE BLOCK WALL
5 COURSES HIGH
FOR CONCRETE BLOCK
DIKE DETAIL
-
SEE
DETAIL
ON THIS
DWG.
CONTAINMENT DIKE
SOUTH DRAIN VALVE
2BP-1-M93
MORTAR
CAP
2"
1
•SEE PLANS THIS
DWG.
FOR ELEVATIONS
GRADE
-///=///!
CONCRETE BLOCK BOND BEAM,
W/#8 TRUSS-TYPE REINFORCING
1/2" EXPANSION JOINT
TOPPED WITH WATERPROOF MASTIC
4"
WWF
4"
X 4" 6 X 6 GA.
#4
REBAR W/6" LONG
HOOK
ON BOTTOM AT 8" CENTERS
(1
IN EACH BLOCK
CAVITY,
FILL
WITH
CONCRETE)
8"
X 8" X
16"
CONCRETE BLOCK
4"
3 #4 REBAR
#3 TIES
AT 12"
CENTERS
16"
DETAIL
"1"
TYPICAL CONCRETE BLOCK DIKE
SCALE:
1" =
1'-0"
DATE
-
ENG.
RECC
)RD
DATE
DRAFTING
AEG
10/9/89
DESIGN
AEG
10/9/89
COMPUTER
GRAPHICS
LG
10/20/89
,
4
COMPUTER
GRAPHICS
LG
10/20/89
(
CHECKED
/fit
1
7T-/T
J_
/fit
1
7T-/T
PROJECT
2BP-1-M92
SECONDARY
CONTAINMENT
DIKES BOTTOMS
/
-
- •
J r '
APPROVAL
<i
STORAGE
AREA
PLAN
_/
••/•>•••/ /
* - - •
7
•
J ?
• '
'
DESIGN
A
F*\
f"\ II 1
DWG.
NO.
TITLE
NO.
DATE
BY
DESCRIPTION
W.O. APP.
PRT.
SEP.
A-*
jr
. . f
DATE
TO
W.O.
APPROVAL
FM9
(Rev.
8/9/89)
LEGEND
REFERENCE
DRAWINGS
REVISIONS
P
RINT
RECORD
COMPUTER
SAVE
NAME
BLA498
El
Paso
NATURAL GAS COMPANY
BLANCO PLANT
BLANCO FIELD DRIP STORAGE
SECONDARY CONTAINMENT DIKES
DETAILS
SCALE:
1/2"=1'-0"
W.O.:
A-8770
DWG.
NO.
REV.
oo
2BP-1
-M96
CM
\
O
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