Council archive · source document
Attachment D - Stormwater Management Plan · 132008.175.04
Plans and drawings: the text below has words only, no drawings.
Original PDF page 31, section 1. The text section number identifies this passage in the reader.
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(D .1 US IL: 11.164 SP195871
C ) 13 0 D)8 59 Road Terrain
Em (D
.9 .7 2. Kerb Back Driveway
W
12 12.87.181 63
DS IL: 11.129
SP E 2 2 . D Kerb Invert Footpath
t 12 1
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19 (D 65 1 (D 2 Edge of Bitumen Slab Edge
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58 51 0 8 1.25 Edge of Gravel Retaining Wall Base
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1 13 . 1 1 D Road Crown Retaining Wall Top
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48 29 133.1
(A
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. . 3 2. .74
4
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US IL: 13.559 3 3 1 .2
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S ( 1 1 1 1.7D Traffic Pit Toe of Bank
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DS IL: 13.550 S (
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US IL: 7.871 D Structures
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Drainage
6 9 7.
9 DS IL: 12.286 9 5
12
3 . 8 2 . 6 6 ) Sewer D(*) Drainage line
8 33 1 .7 1 . 7
.0 . 13 5 24 10 9. S(*) Sewer Line Open Drain
15 14 23 3 .6 . 4 2
US IL: 12.297 2. 5 .9
4
Valve Manhole
. 1 9
//
14 5 1 13 .2 Inspection Opening Field Inlet
0
11 40
8
.1 .8
15 2 13 7 9. Manhole Downpipe
4 .1 1 9 0 .2 Communications
15
1 .7 .4 1 Electrical
13 13 6
9
.3 E(*) Electricity Line C(*) Communication Line
11 13 .3
7 55
. . 1 9 . 3 5
1 1 9. EOH Overhead Line TOH Overhead Line
15 8 4 3 3 1 3 1 Pits/Manholes Pits/Manholes
.1 1 . .4
14 13 26 10 06 Pole Pillar
3. 9. 63 Street Light Gas
8.
//
2 4 1 7 8 1 Light In-Ground
1 7 2 9.
G(*) Gas Line
3.
14
5 0
.0
1 4. 3 .0 1 . 31 Water Valve
1.9 1 11
100 14 16 13
.1
0
13
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3
.5
0 9.
29
605 W(*) Water Line Marker
79 4. 10
13
. 1 8 7 Meter
SP305332 14 . 0 66 Valve
12 .1 7 94 8. SP195871
9.
11
95 13
13
. .0 H Fire Hydrant
1
12 1
.4
9 Tap Subsurface Utility -QL
3 0 9 Sprinkler * Quality A (H±50mm,V±50mm)
.9
10
* (A)
//
3 .2
8 .6 12 10 Fuel * (B) * Quality B (H±300mm,V±500mm)
.2 12 66
12
70 8.
7
12 . 7 P(*) Fuel Line * (C) * Quality C (H±300mm,2D)
8
98 39 12 2 .5 9 9 7 9 .6 Fitting * (D) * Quality D (Exist Record)
. . 1 3 . 8 .
1 12 .6 12 .80 10 5 40
4 1 4 12 .2 9.
8
3
.8 .1 .4 12 10
11 12 12 8
12
.3
5 1 .5 70
1 .4 12 9.
// 9
.1 2 12 4 NOTES:
.2 12 .8
12 12 10 26 58
.8
3 1 2 24 9. 6.
.0 .1 2. 45 17 1. Drawn to scale on an A3 sheet.
11 2 . .
.8
5
1
12
.0
3 1 2
.1
6
1
9
.2
5 12 10 2. Contour Interval... 0.25m
12 12 72
11 SP195871 3 3 9. 3. All levels are in metres on the Australian Height
.
3 21 12 6 Datum referred to Site benchmark
.9
7
.0
2 12
. 0
12
.
12
. 2 2
10
. 4
93
9.
46 602 (Screw in Kerb - RL 16.86m) provided
11 12
12
9. SP188268
//
22 A
by Project Urban - Drawing No 10018.
11
1
6 .0 48
65
.9 12 9. 36 4. All Boundaries are vide title and subject See the original
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