Council archive · source document
Compiled Approved Plans OPW25/0042.02
Plans and drawings: the text below has words only, no drawings.
Very large file (38.9 MB): may take a few minutes to open.
Original PDF page 45, section 2. The text section number identifies this passage in the reader.
18
19
18
.40
18
|18 D
.20
NOTE: ALL WORKS TO BE AS
.20
||
.20
|
19 PROPOSED BATTER EM 18
.90 WEIR RL 18.7 || 2 .50
19
E
19.5
| 5
|
RL
C NT
RL
| R| L
UNDERTAKEN UNDER STRICT 1 IN 2 MAX || RL19.6
|
0
1| | |
18
RL
18
||
H2
|
18
.9
18
S
19
.80
19 RL19.60
|
|
||
.1
|
18
.60
GUIDEANCE OF ARBORIST
RL 18.10
D1
|
.80
0.
RL
||
Ex
|
D3
S
D04
19
RL
00 ||
|
.6 0
D4
|
18
||
D05
19 D0 18
D2
||
W
.9
D03
.70
||
|
PROPOSED RETAINING 3
4.5m SHARED SEWER AND
STORMWATER EASEMENT
| || |
||
19
| ExØ D
18
PROPOSED BATTER
| |60
|
TO STRUCTURAL
|
RL19.60
00
18
OVERLAND FLOW PATH
RL
.60
1 IN 4 MAX
0
|
19
.40
Ø6
17
4m WIDE DRAINAGE
|
ENGINEERS DETAILS RL19.60
FFL19.0
| |
PROPOSED
S
CH140.00
18
S
RL
CH120.00
CH60.00
| |
CH100.00
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