Council archive · source document
RFI - Appendix C- Civil Engineering Plans · MCU22/0140
Plans and drawings: the text below has words only, no drawings.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
LEGEND
MARK DESCRIPTION
PROPOSED BUILDING
PROPOSED EARTHWORKS FILL
PROPOSED EARTHWORKS CUT
PROPOSED STORMWATER PIPE
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
N
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
+ 23.750 EXISTING SURFACE LEVEL
EXISTING BOUNDARY
S EXISTING GRAVITY SEWER
W
W
106.13
106.26 106.26
2
106.55
+ 106.36
10
+ 106.50
+ 106.70
6.3
+ 106.65
5
+ H 0.0
O
+ H 0.0
106.25
10
Telstra E(
rn
6.2
3
4
106.39
a
106.13
8 Power Pole
S
106.36 106.42
//
W
//
// // // 106.52
# 60355
//
106.20
// 106.57// //
+ FSL 106.40 //
106.72 // // // // 106.65 //
Access
SW SW SW SW SW FSL 106.60
SW + + SW
FSL 106.90 106.75 // + FSL 106.55
106.60
10
FSL 106.80 + FSL 106.75 +
OH
SW SW
6.4
SW SW
)
+ H 0.3
6
106.79
+ FSL 106.50
106.22
S
W
E(
//
OH
SW SW SW 10
)
6.7
106.27 106.27
5
10
6.5
106.58
E(
7
RUBY STREET
10
OH
10
106.65
10
6.4
S
10
6.7
Roofwater
Outlet IL 106.16
6.6
)
SW
9
W
6.3
0
7
106.29 106.30
9
// 106.83
10
Hyd
O
Gully
SW
LIP106.16 +
6.7
H
10
rn
E(
+ FSL 106.27 + FSL 106.37
6.3
8
OH
a
5
RL 107.25
Floor Level
CUT & FILL VOLUMES
)
2.5%
106.52
FSL 106.90 + + FSL 106.75
106.29
FSL 106.75 +
S
OPAL LANE
W
E(
+ FSL 107.45
10
FFL 106.80
RL 107.30
Floor Level 106.64
CUT VOLUME - 90cu.m
10
OH
6.8
//
6.7
2.5%
9
)
7
FSL 106.70 + + FSL 107.10 8% FILL VOLUME - 130cu.m
+ H 0.4 FFL 107.50
10
APPROX NET IMPORT - 40cu.m
E(
FSL 106.75 +
OH
6.
S
75
)
NOTE: EARTHWORKS VOLUMES TO 300mm BELOW FFL AND
W
LIP106.19 + + FSL 106.30 + FSL 106.40 + FSL 107.45
10
10
106.99
DRIVEWAY LEVELS ONLY. REFER STRUCTURAL & LANDSCAPE
//
6.5
6.9
106.78
E(
7
FSL 107.00 +
2
OH
10
+ FSL 106.85 DRAWINGS FOR DETAILS ON FOUNDATIONS AND SURFACE
6 .64
)
10
10
106.32
10
6.5
6.9
O/H Conn
10
6.3
FINISHES
3
7
S
7.0
9
W
0
O
E(
rn
OH
a
O
106.69
Meter
)
106.82
//
rn
W
a
SW
10
10
107.07
6.7
S
IL 106.23
Roofwater 106.23 106.24
Outlet x 2
6.7
W
6
8
5
SW
106.56 106.65
106.75
106.86
//
+ FSL 106.60 + FSL 106.60
10
SW SW SW
+ H 0.4 10
6.9
10
10
Hedge 6.9
+ FSL 106.60 107
9
FSL 106.85 +
7.0
6.5
106.36 106.38
106.86 + FSL 107.40
106.90 7
.0
10
0
8
106.82
10 // FSL 107.25 + 0 +
S
//
6.4
106.58
106.58 +
// // // FSL 107.15 + FSL 106.95
W
6. // //
8
106.75 +
106.82 +
106.84 //
75 GI Mesh Fence 106.86 // //
106.85 +
106.91 107.04
106.91 +
1
+ H 0.3
10
O
10
10
rn
6.
6.5
6.5
a
50
8
S
5
W
3
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