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15193-Noosaville_DA_26_11_15
Attached to the e-mail MCU15/0095 - Response to Information Request..
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26/11/2015 3:23:14 PM
4 0 5 10 15 20m
Metres
N
LEGEND
DP DOWNPIPE
OUT
GP1 GULLY PIT FITTED WITH SPEL STORMSACKS
E GP2 FIELD INLET GULLY PIT
GP3 OILY WATER GULLY PIT
0
214°14
'30" 9.
30
LEGAL POINT
67.39
04
247
°2 8'
1 OF DISCHARGE TD TRENCH DRAIN
DP
0 45
10
.8 0 30
9.
2 3.4
E
68
9. 4
27 0.
08 9
PROPERTY BOUNDARY
9.
WALTE
GP2
GP DEVELOPMENT AREA
0
35
9.
03'
ROOFWATER DRAIN
12.03
R HAY D
306°
DP
0
0 5 .22 91
20 40 06 9 9.3
.8 9. 9.
STORMWATER DRAIN
FFL.9.700
10
0 0
68
9. 2 76
0
8.
70
RIVE
E 18
0 8.
OILY WATER DRAIN
0
9.
45
0 9.
GP2 88
0
8.
68
AA
0
9.
RETAINING WALL
9.400
9.60
7
25
9.
D15 07 DP 9.
50
0
"
.00
GENERAL DIRECTION OF FINISHED SURFACE FALLS
.9
312°09'25
10 0
6.945
68 0
9.
0+00
55
.00
0
53 9.
9.
8.430 PROPOSED SPOT HEIGHT
0+05
0
.00
45
0 00 18
7
9.
0 9. 9.
40 0
0+10
9.
.00
25 25
11
.9 9.
25
0
8.980 EXISTING SPOT HEIGHT
0+15
9.
.00
VALL 0
321°59'25"
EY LI 40
0+20
6.945
9.
NE FFL 8.650 FINISHED FLOOR LEVEL
.00
5
0
0+25
85 0
17
.00
9.
D
9.400
9. 0
99
8.
0+30
VACANT LAND
.00
9.600
9.000 95
0 1
0+35
0
0
GP3 8. C 25
.00
49 9.600 9.
9.600
10.000
9.
9.200
9.800
9.200
331°50'
98
6.945
0+40
.00
.0 0
DP GP1
1
11 31
0
GP 33
GP 0 9.
0+45
50 9. 27
.00
BB DD .1
10 50
9.
33
0
0+50
GP 0
GP3 DP
1 9.
21
.00
.
D15
AA
10 9.
D15 4
0+55
0
.00
21
1
1 D GP3 DP D15
GP 9.
0+39.30
0+60
0+00.00 B 3 D 38
8
TDTD
D
GP
GP3 0 9.
05
7'
0 33
40
2
5°2
7.7
9.
140°21'05"
9. 70
34
50.292
0 .2 D
22 9 0 1 0
.0
28 0+35.00 9.
9.
22
A 9.
44
0+05.00 94
12 1
20
.5 .2 60 SPEL PURACEPTOR
GP1
1 9.
11 11 GP 0
20 4.33
.9
000
11 70 00 779
7.
2 9.
6.60
.5
70 '
.8
2°
11
5
50
10
99.
A
0+30.00
0
40
80
0 0
.8 45 75
11
9.
9. 9.
0+10.00 DETENTION TANK
00
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