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BR190571 - Civil Set
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GTP3783 LEGEND
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
DRAWINGS FOR SURFACE TREATMENT
6
26 N14 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
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1. .9 1. X1 1.
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1.
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1.
X CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN
E EX E X E X E
61
40 0
8 84
EX
1. P1
.
3
1.
61 PROPOSED CROSSOVER - REFER EXTERNAL WORKS SHEET C3.02 FOR
P
P1
83
87
30
N15 1.
.5
DETAILS
4
.8
.8
24
EX
P1
P1
54
B B 78 1.
8 P1 PROPOSED SAW CUT
1.8 P .8
P 33
B P12.50 PROPOSED PAVEMENT LEVEL
PROPOSED C
1.40
1.50
B
1.60
S12.50 PROPOSED SURFACE LEVEL
87
00
BUILDING C3.03
EX
.8
.9
B
P1
P1
70
5 WS
1.
PROPOSED WHEELSTOP - REFER DETAIL SHEET C6.01
85
1.
86
FFL RL1.90m 1.
P1
B
2
0 X
.6
N17 1 1.8 E EX12.50 EXISTING SURFACE LEVEL
78
8 B N6
.8
80
1 0.20m 8
80 C PROPOSED LANDSCAPE CONDUIT
P
0 B
.7
0 74
80
88 88 .8
P1
.
1. . N16
P1
.8
P1 P1 B
P1
B PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
P
N11 72
.7
60
60
2
P1
P1
34
82 1 PROPOSED ROOFWATER DRAINAGE PIPE - REFER TO HYDRAULIC
.8
.8
. EX
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.8
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P1
P1
B 1
70
EX
DRAWINGS FOR DETAILS
P1
B
87
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1.
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1.90
1.80
1.90
1.90
2
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9
1.
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1.90 7 PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
85
80
WS
80
.8
.
0
P1
60
PROPOSED BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR
68
15
49
B
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DETAILS
P1
P1
P1
EX
WS
20
2.
39
PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
01
61.00
RP131598
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35
54
60
55
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57
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RP72829 N1 REFER NOTE 1 FOR DETAILS
WS
P1
79
N9 B
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P1
N16
WS
B
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N8
P1
P1
P1
P1
P1
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1.80
EXISTING SERVICES LEGEND
.8
.8
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5
85
00
24
26
25
15
86
5 1 1.
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54
57
60
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38
1. 83 N16 . 82 E DEVELOPMENT BOUNDARY
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1.
WS
X P1
P1
P1
P1
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61.00 EXISTING CONTOUR (0.25m INTERVAL)
EX
1.
WS
95
EXISTING STORMWATER
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8
6
1.8
1.90
70
N13
60
38
0
0
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0
1.80
.
1.8
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EXISTING SEWER
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57
79
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.
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1.
96
EXISTING ELECTRICAL - OVERHEAD
4
8
0
8
0
6
3
79
74
86
86
84
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