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BBNE01676-0001-REP-001-0-Noosa Calile Overland Flow_Optimized
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17 IL15.986
1
IL14.992 IL15.273 IL15.652
RL
7.2
FOOTBRIDGE
65
RL16.
|
1
|
9.
5
W
5.0
PROPOSED
Ex
W ExR
| | | | | | | | |
|
4m WIDE OVERLAND FLOWPATH
4m WIDE OVERLAND FLOWPATH
Ø
EX1
S
0 3
18
60
RL
RL
RL
RL
|
7.5
SFFL18.25
0
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
17
Ø6
RL
17
|
14 16
RL IDT MW
4.0
.7
.50
STORMWATER TO BE TAKEN
|
16
16
RL
W TOR
.6
FFL18.25
18
|
.25
4.00
UP. EXISTING EASEMENTS TO
RL
RL
1
S
14
16
.0
13
RL
PROPOSED ROCK
RL
| |
12
H V AT
14 BE EXTINGUISHED
.5
0
12
.0
13.8
| |
.56
RL13.
5
6
Ex
| | GABION WALL
RL
A
| |
14
0
RL
13.6
RIE R E
.0
8.0%
1 | 16
12
|
RL
.0
W | |
RL
5
RL13.
14
13
13
%
| |
RL
RL
12.6
11.8
S 4 AS
.44
13
12
12.20
12.40
.8
W
12.60
12.0
.35
|
.56
E
8
RL13.
D
2.0%
FFL18.0 FFL18.0 FFL18.25
Ex
12.80
13
R
m EM
3.50
L1
.60
0
3.4
RL
15
13.0
1 7
RL
14
WI EN
0
L
0
RL
RL
RL
ExR
13.2
.0
13
17
14
13 E
5.8%
12
8.0%
.40
.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
RL
.2
LN
14
2
13
.0
RL
.4
.5
T
0
4
8.1%
19
14
14.0
TAKEN UP 12.0
16
.0
11.8
13
RL
15
14.0
12.5%
EXISTING SEWER &
D
13.8
RL
0
RL
14
13.60
0
RL
17
13
Ex
S
.2
14
RL
Ø600
ALL ROOFWATER TO BE PIPED .75 STORMWATER TO BE TAKEN
4
13.40
.0
RL
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