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221304-OPW-01-230327
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
LEGEND
N MARK DESCRIPTION
PROPOSED BUILDING
PROPOSED DRIVEWAY/CARPARK
PROPOSED CROSSOVER
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
+ 23.750 EXISTING SURFACE LEVEL
CONTROL JOINT
0.3m CLEAR FROM EXISTING POWER
POLE AS PER AS2890.1 CL2.5.2 - SLAB CUT JOINT
CELARANCE TO OBSTRUCTIONS NEW KERB
REFER DRAWING 221304-C10 FOR EXISTING TREE TO BE
LONGITUDINAL SECTION REMOVED/ RELOCATED AS SEWER MANHOLE TO BE
PER LANDSCAPING MATCHED IN NEATLY
E(OH)
200mm SLEEPER UNDER FENCE H)
E(O
TYPICAL TO CONTAIN REQUIRMENTS H)
E(O
W
18.78
STORMWATER FLOWS H) E(OH)
E(OH)
E(O
E(OH)
REFUSE AREA E(OH)
0.70
H) E(OH)
REFUSE AREA E(O
E(OH) E(OH)
E(OH)
TELE PIT
E(OH) E(OH)
W
)
19.42 H
S
E(O
(OH) ) E(OH)
S S
21.16 20.78 E(EOH S
S S 19.04
SW 18.81
S S 20.43 S
19.2E(OH)
S 20.44 20.00 19.64 SW
19
19.6
21.17 19.60 SCREW
19.
S 20.56
19.8
SW S S 20.55 19.39
21.43 21.21 21.19
SW SW SW SW SW S SW S SW S SW SW 20. 25.57
SW 20. SW SEWER MANHOLE SW S
4
20
23.84 S 4 2 SW SW SW SW
Top
S of Gutter
20.6
SW S
S
20.8
S S
21
21.2
W
Top of Gutter S
21.4
2.70
20.42 S S S
S
20.45 S
2.60
20.36 S
S
23.82 S
23.23 SW Top of Gutter
SW S S
19.04
20.35 19.41
21.24 21.17 Top of Awning 20.49
20.40 20.27 SEWER MANHOLE
4.00
4.00
21.12 21.10 21.31 19.48
E(OH)
20.54
Deck Level
20.49 18.86
40.629
40
CORAL TREE AVENUE
30
W
20
6.02
20.28 SW Kerb Outlet
14.669
21.41 20.18
S
21.40
S
24.65 FLOOR LEVEL 20.56
10
Apex 24.63 20.55
E(OH)
21.27
6.622
23.90 Apex 20.60 20.59 19.49
0.000
20.16 20.13
Apex 19.46
W
23.24 19.78 19.77 NEW CROSSOVER TO
S
20.10 19.40
S
Top of Awning 18.85
21.32 IPWEAQ STD DRGS.
E(OH)
21.52 4.75 4.75 1.50
21.12 23.83
21.14
20.46 20.10 19.80
RS-049 & RS-050
21.17 21.16 Top of Gutter 21.16 20.06
W
21.16 20.60
21.19 21.16 20.59 20.08
S
S
E(OH)
21.18 20.62
20.58 20.60 19.40
21.19 20.59 20.60 20.60 20.63
21.36 20.06 20.03 19.83 19.72
W
25.60 19.74
21.14 20.60
E(OH)
20.60
S
Top of Gutter
S
GARAGE FLOOR LEVEL 19.70 19.49
21.48 20.48 19.58
21.14 19.04
26.68 20.56 18.90
20.06 19.99 19.65
21.17 21.11 Apex 19.15
W
23.25
E(OH)
25.69
Deck Level 19.34
S
19.91
S
20.60 Top of Gutter 19.73
21.11
20.69
21.11 19.64
FLOOR LEVEL
20.58 20.01 19.77 19.74 19.71 19.49 EXISTING CROSSOVER TO BE REMOVED.
20.16
E(OH)
25.61
REINSTATE WITH B1 TYPE KERB AS PER
W
20.08
Top of Gutter 20.59
S
IPWEAQ STD DRG RS-080
S
20.59 20.58 20.56 20.58
20.60 20.57 20.11
20.61 20.77 20.99
19.4
20.57
19.2
19.6
20.58
19
20.45
19.8
20.2
20
20.4
E(OH)
21.48
20.6
22.85 20.73 25.69 20.04
20.8
20.57 19.77
W
21.19
21
21.19 20.74 20.74 Top of Gutter
21
20.74 22.78
21
22.81
S
.2
20.56
S
SW 18.95
.4
21.41 Top of Awning SW20.57 SW SW SW SW SW SW
Top of Awning 20.56 20.42 SW SW SW SW
20.34 20.07 20.05 19.86 19.75 19.33 SW
19.08 19.11
E(OH)
20.74 Nail in Kerb
21.19 20.97 20.99 20.74
W
18.98
S
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