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SUPERSEDED NEGOTIATED - OPW25 0042 - REFERENCE DOCUMENT (As Published)
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Original PDF page 35, section 2. The text section number identifies this passage in the reader.
1
19
.20
|
EM
.20
PROPOSED BATTER || 2
75
18
19
E
.90 WEIR RL 18.7
|
.50
UNDERTAKEN UNDER STRICT C NT
5
19.5
|
RL
1 IN 2 MAX 1| | |
0
RL
| R| L
|| RL19.6
|
H2
18
RL
18
||
19
|
18
.9
18
S
19
.8
||
RL19.60
GUIDEANCE OF ARBORIST
|
D1 0.
|
|
.1
0
RL 18.10
18
.60
||
|
.80
RL
Ex
00
|
||
D3
S
D04
19
R
|
||
L1
.60
D4
19 D0
|
D05
18
8. 9
||
D2
.70
||
W
PROPOSED RETAINING
D03
3
|
19 | || |
4.5m SHARED SEWER AND
STORMWATER EASEMENT
PROPOSED BATTER
||
| ExØ D
18
TO STRUCTURAL
| |60
|
|
18 RL19.60
1 IN 4 MAX
00
OVERLAND FLOW PATH
RL
.60
0
|
19
ENGINEERS DETAILS
.40
FFL19.0
Ø6
17
4m WIDE DRAINAGE
|
RL19.60
| |
PROPOSED
S
CH140.00
18
S
RL
.50
CH120.00
CH60.00
| |
CH100.00
CH80.00
D5
CH40.00
FOOTBRIDGE
19
FFL18.60
|
4m
. 60
PROPOSED BATTER
S
Ex
18
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