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CHANGE - Engineering Plans
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
LEGEND:
ADJACENT BOUNDARY PROPOSED STORMWATER PIT & MANHOLE
PROPOSED BOUNDARY RW
PROPOSED RAINWATER TANK
116.0 EXISTING MAJOR CONTOUR
PROPOSED CONCRETE PAVEMENT
EXISTING MINOR CONTOUR
PROPOSED FOOTPATH CONCRETE
EXISTING FENCE
EXISTING BUILDING PROPOSED WALKWAY
ExT
EXISTING KERB AND CHANNEL
3
RP52184 OE EXISTING OVERHEAD ELECTRICAL
PP
ExW
E EXISTING UNDERGROUND ELECTRICAL SETOUT TABLE
Ex
SW EXISTING STORMWATER POINT NO. EASTING NORTHING LEVEL
W
.4
120 1 1017.967 1039.504 120.616
W EXSTING WATER
O/H E
O/H E
2 1018.203 1040.043 120.600
S EXISTING SEWER
3 1024.900 1043.366 120.400
ExT
3 T EXISTING TELSTRA 4 1025.570 1042.019 120.400
12 5 1024.720 1041.600 120.392
0. ExW PP 4 EXISTING TREES
6
Ex
6 1025.400 1040.240 120.382
W
5
Ex
6 9 116.0 PROPOSED MAJOR CONTOUR
Ex
Ex
E
2 7 1023.831 1039.460 120.373
W
E
7 10 PROPOSED MINOR CONTOUR 8 1024.349 1038.418 120.365
1
8 11 PROPOSED BUILDING SETBACK 9 1027.583 1040.026 120.400
.0
O/H E
121
ExT
4 10 1028.267 1038.651 120.400
PROPOSED RETAINING WALL
RP112204
13 11 1027.411 1038.248 120.400
12
ExW
12 1029.885 1033.292 120.400
.2
121
Ex
63
D
13 1032.024 1034.356 120.400
Ex
W
115.6
60
Ex
Ex
14
E
O/H E
115
ST
62
W
S
14 1032.932 1032.530 120.400
E
15 Ex
115.2
.8 WM
12
PP
LE
15 1030.806 1031.449 120.400
.4 61 16
0.6
121
P
12
59 11 16 1032.218 1028.656 120.400
MA
7.0
0.
8
ExT
19 17 1031.011 1026.159 120.372
O/H E
115.0
.6 17 18 1031.451 1025.276 120.372
121
11
D
20
8.
ExW
19 1034.233 1026.661 120.400
0
18
Ex
Ex
21
.6
W
20 1034.918 1025.286 120.400
114.8
Ex
Ex
118
E
E
W
.8 21 1034.071 1024.864 120.400
121 23
/
ExS
D
22 37 22 1036.463 1020.081 120.400
114.6
S
33 36
23 1038.608 1021.124 120.400
ExT
32
114.4
24 24 1039.516 1019.299 120.400
. 0 25
122 LOT 1 35 25 1037.373 1018.232 120.400
114.2
ExW
34 26 1039.811 1013.282 120.400
Ex
Ex
W
122.2
Ex
27 1040.678 1013.708 120.400
Ex
E
27 31
E
W
58 26 28 1041.362 1012.333 120.400
114.0
114
ExS
4
D
2.
K 29 1039.465 1011.403 120.288
2 28
.8
1
57 29 30 1040.981 1008.357 120.155
ExT
31 1053.710 1014.676 119.800
/
D
3.8
56 32 1051.531 1019.056 119.883
11
30
D
55
MY
33 1055.117 1020.841 119.883
Ex
Ex
122.6
48
Ex
W
E
12
Ex
AL
34 1056.987 1017.082 119.760
E
113
W
12
2.
121
ExW
0
LS
12
PP
12
6
12
.8 .8 35 1059.639 1018.401 119.790
12
54
.6
12
122
12
1.
1.2
12
1.4
.0
ExS
1.6
8
2.0
T
2.2
2
36 1059.604 1018.472 119.790
.4
52 50 D
D
47
WM
37 1062.851 1020.111 119.827
53 46 H
38 1073.196 999.321 119.827
51
49 45 44 38
D
123.0 39 1055.627 990.579 119.945
D
Ex
40 1053.627 994.597 119.945
IL:1
Ex
E
Ex
19.3
E
41 1052.867 994.219 119.945
W
123
.2 43
SW
5
P
123. 42 1052.181 995.597 119.945
2 42
ExS
ExS
43 1052.941 995.976 119.945
ExT
19
41 40 C5605 44 1050.597 1000.689 119.945
D
3
RP99323 45 1049.836 1000.310 119.945
39
46 1049.150 1001.689 119.945
Ex
47 1049.910 1002.068 119.945
Ex
Ex
E
E
W
48 1048.214 1005.478 119.976
49 1038.045 1000.341 120.238
ExS
ExS
50 1037.303 1001.831 120.196
ExT
51 1032.421 999.402 120.251
52 1031.212 1001.830 120.278
53 1027.189 999.829 120.323
Ex
Ex
1
E
54 1024.887 1004.456 120.419
E
SP161937
55 1026.553 1008.094 120.379
56 1027.790 1008.709 120.366
57 1026.630 1011.041 See the original
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