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Plans and drawings
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PROPOSED CARPARK PAVEMENT - REFER PAVEMENT PLAN C5.01 FOR
PAVEMENT TYPE /EXTENTS
PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
FOR DETAILS
PROPOSED TANKS - REFER NOTES BELOW
PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
N6 DRAWINGS FOR SURFACE TREATMENT
6
26 8 1. PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02 AND TO
79
EX
44 7 79 82 .7 91 LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
65 85 . 7
76
RP72829 1.
EX
1. .9 1. X1 1.
7 1
1.
1 X
EX E EX
1.
X CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN
EX X X E
EX
E E E
61
1.
40 0
84
34
8
EX
1. .
2
P#
P1 3
1.
61
P
PROPOSED SAW CUT
P1
77
83
87
30
1.
.4
.5
4
.8
.8
EX
P1
24
EX
P1
P1
54 P12.50 PROPOSED PAVEMENT LEVEL
1.
B B 78 8 P1
35
1.
P#
.8 .8
7
1 P 33 S12.50 PROPOSED SURFACE LEVEL
P
B
PROPOSED N7
WS PROPOSED WHEELSTOP - REFER DETAIL SHEET C6.01
1.50
B
0
87
00
BUILDING
1.6
EX12.50 EXISTING SURFACE LEVEL
EX
.8
.9
B
P1
P1
0
55
1.
1.7
86
8
FFL RL1.90m 1. C PROPOSED LANDSCAPE CONDUIT
P1
B
2
X
.6
1.80
P#
1 E 8
78
88 B
47
08
PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
1. 1.
80
.6
0 18
P1
X
P1
P
0 B
.7
0
88
80
88 88 .7 E PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
P1
.
.7
1. . P1
.8
P1 P1
48
B
P1
B
P
N15 72 6 B PROPOSED BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR
.7 11 59
60
2
P1
P1
34
82 1 1. DETAILS
.8
8
. EX 1.
.8
.8
.7
X
P1
B 1 5 5
70
EX
P1
B 79 74 E
87
P
P
. . N8 61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
1.
1. B B B B B B B B B B B B B B B B P1 P1
1.90
1.80
1.90
80 2 N11
9
0
P1
P1
7
1.8
85
80
WS
1.8
.8
.8
.
0
P1 37
60
60
77 2 6 N1 REFER NOTE 1 FOR DETAILS
50
.7 .8 . 87 52 .82 6
.7
P1 P1 P1 .8 P1 67
P1
EX
P1 1.
P#
WS
20
2.
EX
01
RP131598
5
35
54
59
55
38
21
57
RP72829
.8
.8
.8
.8
.8
.8
.8
P1
P1
P1
P1
P1
P1
P1
RP72829
WS
5
. 73
P1
79
N13 B P# P# P# P# P# P#
P#
.7
EXISTING SERVICES LEGEND
P1
WS
N16
B
N10 DEVELOPMENT BOUNDARY
N12
P1
P1
P1
P1
P1
P1
WS
61.00 EXISTING CONTOUR (0.25m INTERVAL)
.8
.8
.8
.8
.8
.7
1.80 55
00
24
26
25
15
86
8 6
55 5 1 X1. . 83
54
57
59
55
38
8 82 EXISTING STORMWATER
1. 83 . E P1
.8
.8
.8
.8
.8
1.
WS
X P1
P1
P1
P1
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