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Apdx 3 - Civil Eng Plans
Plans and drawings: the text below has words only, no drawings.
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
1.0m CLEAR FROM
EXISTING POWER POLE SLAB CUT JOINT
NEW KERB
EXISTING TREE TO BE
REMOVED/ RELOCATED AS SEWER MANHOLE TO BE
PER LANDSCAPING MATCHED IN NEATLY
E(OH)
PROVIDE RAISED KERB EDGE (200mm H)
E(O
MIN) & BATTER SURFACE TO EXISTING REQUIRMENTS H)
E(O
W
18.78
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 18.81
S S 20.43 S
19.2E(OH)
S 20.44 20.00 19.64
19
19.6
21.17 19.60 SCREW
19.
S 20.56
19.8
SW SW SW S SSW 20.55 19.39 SW SW
21.21 21.19
SW SW SW SW S SW S SW SW SW 20. 25.57 2SW
0.2 SEWER
SW MANHOLE S
21.43 4 SW Top SW
4
20
23.84 S S SW SW SW SW
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
SW
S
SW
2.60
20.36 S
S
23.82 S
23.23
Top of Gutter
S S
19.04
19.41
SW
21.24 21.17 Top of Awning 20.49 20.35
20.40 20.27 SEWER MANHOLE
4.00
21.12 21.10 21.31 19.48
SW
E(OH)
SW
20.54
Deck Level
20.49 18.86
CORAL TREE AVENUE
W
6.02
21.41 20.28 SW Kerb Outlet
4.00
20.18
SW
SW
S
21.40
S
24.65 FLOOR LEVEL 20.56
SW
Apex 24.63 20.55
E(OH)
21.27
23.90 Apex 20.60 20.59 19.49
Apex
20.16 20.13
19.46
1.50
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
21.14 21.12 23.83
4.75 4.75 RS-049 & RS-050
20.46 20.10 19.80
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
SW SW
.2
SW SW SW20.56
S
Top ofSW SW 18.95
.4
21.41 Awning SW
20.57 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
S
PROPOSED POOL See the original
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