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BBNE01676-0001-REP-001-0-Noosa Calile Overland Flow_Optimized
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Original PDF page 33, section 2. The text section number identifies this passage in the reader.
18
19
18
.40
1
.20
1
8.2
NOTE: ALL WORKS TO BE AS
.2 0
| ||
19 EM
75
0
PROPOSED BATTER || 2
19
18 .50
.90 WEIR RL 18.7
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
.8 0
19 RL19.60
|
|
||
.1
|
18
.60
GUIDEANCE OF ARBORIST
RL 18.10
D1
|
.80
0.
RL
||
Ex
|
D3
S
D04
19
RL
00 ||
|
.60
D4
|
1
||
D05
D0
8.9
18
19
D2
||
W
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
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