Council archive · source document
Stormwater Management Plan -OPW (A) · OPW25/0042
Plans and drawings: the text below has words only, no drawings.
Original PDF page 25, section 4. The text section number identifies this passage in the reader.
ExR
.0
| | | | | | | | |
|
4m WIDE OVERLAND FLOWPATH
4m WIDE OVERLAND FLOWPATH
Ø6
EX1
S
0 3
18
RL
RL
RL
RL
|
7.5
00
SFFL18.25
S
23 | |
| 6
17
17
17
17
L1 EXISTING SEWER &
RL
.75
RL18.90
00
|
.5 10
.50
.50
.50
.50
1
20
11
L1
RL
R
D
1
Ø6
RL
17
|
14
7.5
16
RL
4.0
.7
STORMWATER TO BE TAKEN
|
16
0
16
RL
WI TOR
.6
FFL18.25
18
|
.25
0
UP. EXISTING EASEMENTS TO
RL
14.0
RL
DT MW
S
14
16
.0
13
RL
PROPOSED ROCK
RL
| |
1
H V AT
14 BE EXTINGUISHED
2.0
.5
0
12
13.8
| |
.56
RL13.
5
6
Ex
| | GABION WALL
RL
AR ER
| |
14
0
RL
13.6
.0
8.0%
1 | 16
12
|
RL
.0
IES EA
W | |
RL
5
RL13.
14
13
13
%
| |
RL
RL
12.6
11.8
.44
13
12
12.20
12.40
.8
W
12.60
12.0
.3
|
.56
8
5
RL13.
4m SEM
D
2.0%
FFL18.0 ALL GRATED PITS TO FFL18.0 FFL18.25
Ex
12.80
13
RL
3.50
.60
13
0
R
15
13.0
.40
1 7
L1
RL
WI EN
L
0
RL
4.0
RL
RL
ExR
13.2
13
17
14
13 E
5.8%
12
8.0%
.40
BE INSTALLED WITH
.0
.44
.0
RL
0
D
13.4
RL
11
1 12
0
.75
15
13.6
.56
Ex
MRI
8
RL
1in
0
S
EXISTING Ø300 TO BE
13
13.8
LITTER BASKETS
RL
.22
LN
14
13
.0
RL
.4
.5
T
0
4
8.1%
19
1
14.0
16
4.0
TAKEN UP 12.0
11.8
13
RL
15
14.0
12.5%
EXISTING SEWER &
D
13.8
0
RL
14
13.60
0
RL
13
Ex
S
.24
1
RL
Ø600
STORMWATER TO BE TAKEN
4.0
13.40
RL
13
W
S
13.20
.06
14
12.0
RL
.75
14
D
14
.0
UP. EXISTING EASEMENTS TO
2.0%
1in8 8.6%
Ex
RL
BE EXTINGUISHED
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