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RFI - P0478-26-001_Cooroy_Development_OPW
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
LEGEND:
113.6
116.2
25 DESIGN CONTOURS (0.1m INTERVAL)
FH 25 EXISTING CONTOURS (0.1m INTERVAL)
0
0. ADJACENT BOUNDARY
E xT
12
3 PROPOSED BOUNDARY
RP52184
PP
ExW
C 116.0 EXISTING MAJOR CONTOUR
021
EXISTING MINOR CONTOUR
Ex
W
.4
120 EXISTING FENCE
O/H E
O/H E
/ EXISTING BUILDING
6.0
11
ExT
EXISTING KERB AND CHANNEL
/
8
5.
11
120
6 .
12 OE EXISTING OVERHEAD ELECTRICAL
ExW
0. PP
6
Ex
E EXISTING UNDERGROUND ELECTRICAL
W
Ex
Ex
Ex
E
120 UNIT 1 SW EXISTING STORMWATER
W
.8
120
E
.8
120.6 0.6 FFL 120.40
12
0.4
116.8
W EXSTING WATER
BEL 120.20
12
120.2
0
5.
11
.0 114.8
.4
O/H E
121
121 S EXISTING SEWER
112
ExT
4
.0
120 RP112204
.8 ACCESS T EXISTING TELSTRA
2
EASEMENT
ExW
.
119
114.2
.2 EXISTING TREES
121 TOW 120.40
Ex
/
121 D
Ex
.0
113.4
W
BOW 120.00
115.6
.0 TOW 119.90
113
121.4
Ex
12
Ex
E
O/H E PROPOSED BUILDING SETBACK
115
UNIT 2
T
H = 0.40m
4.0
BOW 118.75 021
120
1.0
W
xS
12
E
ES
11
E
115.2
0.
FFL 120.40
.8 WM
H = 1.15m
12
.2 PP PROPOSED RETAINING WALL
4
1212.10.4 EXTOW 119.90
.2
0.6
PL
1
/ BEL 120.20
116
118.6
EXBOW TBC
12
6.0
EXTOW 118.95 11 PROPOSED CUT
118.0
MA
7.0
0.
11
118.2
21.2 EXBOW 118.62
8
ExT
1 .8 PROPOSED FILL
115
H = 0.33m
TOW 116.80
O/H E
115.0
12211..62 BOW 115.80
UNIT 3
11
1
115
120.8
H = 1.0m
8.
ExW
121.0
115.6
21.4 FFL 120.40
121.2
0
.
121.4
Ex
1
8
Ex
.6
11
BEL 120.20 TOW 119.90
W
114.8
Ex
Ex
118
E
6.
12.81.4 BOW 116.80
0
E
W
NEW121 H = 3.1m
/
.6
ExS
CARPARKS 121 UNIT 7
/
/
114.6
.4
S
115
FFL 116.80
11
ExT
121.6 A
6.2
BEL 116.60
114.4
122
.0
121
.8 021 TOW 120.40 EARTHWORKS VOLUMES
122.0
115.2
LOT 1
114.2
UNIT 4 BOW 119.80
NEW EARTHWORKS VOLUMES FROM EXISTING
ExW
FFL 120.40 = 0.60m
H
119.8
121.8
Ex
Ex
FOOTPATH SURFACE TO DESIGN SURFACE LESS 200mm
W
122.2 BEL 120.20
Ex
Ex
E
122.0
E
119.6
W
TOW 119.80 UNIT 8 CUT = -381 m³
122
0.2
114.0
115.1015
12
.2
BOW 116.80 TOW 116.80
FFL 116.80 FILL = 722 m³
114
ExS
122.42.0
111145..0
121.4
K
H = 3.0m BOW 115.20
121.6
119.4
TOW 119.80
12 BEL 116.60
121.8
.1814
115
BALANCE = 341 m³ FILL
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