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VCP
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INLET W.
SLURRY
JOINTS
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+ M R =150 N MORTAR PLUG pNNO� L= 118.24'
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14 15
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25.94 FL
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m
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1.529.18
OUTLET SA.
OwlA- 14°04!12 I 8'yC� o,= 22034'54'f
= mINSTALL N
+ M R =150 N MORTAR PLUG pNNO� L= 118.24'
cji I L= 3 6.8 4 12' VCP
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m ,n
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SEWER CONNECTION CITRUS AVENUE FCD NORTH R/W
CROSS SECTION "SOUTH
SCALE 1" = 50
22,07 FL
u- 45° BEND
h
O
N
N
30,91
T. C.
450 BEND
0 6" VCP 4D 2%
22.50 F L
w
0
m
N
21.4 N
35'.0'
37.0 1
I4.0' S/W
27 25
I TOP SHE
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w
N
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25.94 FL
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INLET N. MORTAR PLUGN
'n `n
Q
[i
LL.I
O,
0
0,
0
0
0,
Z
SEWER CONNECTION CITRUS AVENUE FCD NORTH R/W
CROSS SECTION "SOUTH
SCALE 1" = 50
22,07 FL
u- 45° BEND
h
O
N
N
30,91
T. C.
450 BEND
0 6" VCP 4D 2%
22.50 F L
w
0
m
N
21.4 N
35'.0'
37.0 1
I4.0' S/W
27 25
I TOP SHE
X
•t
rn
All c9 0.4%_
x
w
25.94 FL
5.0' UJ
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25,80 FL
STUB N. 0 8 VCP
LijI
mo
W
Q
[i
V'
LL
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24.97 FL
MH
U
m
25.35 FL
Q0
INLET W.
3
(o 6' VCP)
O
10.5'
LL.I
O,
0
0,
0
0
0,
Z
SEWER CONNECTION CITRUS AVENUE FCD NORTH R/W
CROSS SECTION "SOUTH
SCALE 1" = 50
22,07 FL
u- 45° BEND
h
O
N
N
30,91
T. C.
450 BEND
0 6" VCP 4D 2%
22.50 F L
w
0
m
N
21.4 N
35'.0'
37.0 1
I4.0' S/W
27 25
I TOP SHE
:ITY ENGINEER RCE 189:
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al.30/89 q, ,
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All c9 0.4%_
I
25.94 FL
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INLET WEST
25,80 FL
STUB N. 0 8 VCP
25.65 FL
OUTLET E.
mo
O
[i
LL
g
�"
m
N
3
O
2
H
:ITY ENGINEER RCE 189:
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al.30/89 q, ,
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