Council archive · source document
Compiled Approved Plans OPW25/0042.02
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 8, section 5. The text section number identifies this passage in the reader.
1
S
RL 1
RL18.90
10 00
.50
.50
.50
.50
RL
3| 6| |
L1
D
17
Ø6
4.0
16
.50
STORMWATER TO BE TAKEN
|
FFL18.25
.6
WI TOR
D02
D01 L03.
|
UP. EXISTING EASEMENTS TO
0 L03. 10
RL
14.0
DT MW
12
S
1
PROPOSED ROCK GABION
3.5
| |
H V AT
13.8
0
6 | | 33
D02
33
D02
32
D02
32
D02
32
D02
32
D02 D02
320
D02 D02 D02 D02 D02 D02 D02 D02 D02 D02
BE EXTINGUISHED
00
S.0
ExW 662
2 0 8 6 4 2
| |
31 31 314 31 31 30 30 30 30
OL12.
8 6 2 0 8 6 4 2 3
WALL (BUILDING WORKS)
AT
Ø6
AR ER
13.6
0 | | 8.0%
1 | |
RL
IES EA
W | |
13
%
| | 12.6
12.20
12.40
.8
W
12.60
12.0
|
4m SEM
D
2.0%
FFL18.0 ALL GRATED PITS TO
W0
FFL18.0 FFL18.25
D02
12.80
13
L03.
0 420 1 12
.60
3.5
0
13.0
RL1 7
WI EN
0
13.2
Ex 5.8% 8.0%
BE INSTALLED WITH
0
DE T
13.4
1
0
13.6
MI
8
1in
0
S
S
EXISTING Ø300 TO BE
13.8
LITTER BASKETS
D05
N
320
D03 D03 D03 D03 D03 D03 D03 D03
D03 D03
0
8.1% 31 314 31 31 30 30 30 30
14.0
32 320 6 2 0 8 6 4 2
TAKEN UP 2
L0
D02
3.25
14.0
12.5% D04 D01
S
EXISTING SEWER &
L0
D
32 3.11
13.8
D
0
0
13.60
0
Ø7
D01 D01
S
EXISTING PIT TO REMAIN L0
STORMWATER TO BE TAKEN
L03.
13.40
3.30 13
D01 D01 D01 D01 D01 D01 D01 D01 D01 D01
ALL ROOFWATER TO BE PIPED
W
13.20
D01 D01 D01 D01 D01 D01
50
L03. D01 31 31 31 312 31 30 306 30 30
31 33 32 32 32 32 32 8 6 4 0 8 4 2
D
33 0 8 6 4 2 0
2
UP. EXISTING EASEMENTS TO
2.0%
D01 D01 D01 D01 D01 D01 D01 D01 D01 D01 D01 D01 D01
8.6%
W
1in8 32
5
32
3
32
5
319 31
7
31
5
31
3
31
1
30
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