Original source · versioned page text
Approved Plans OPW20-0108
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnNoosa Council documents
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
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
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
.8
.8
.7
P1
P1
B 1
70
EX
DRAWINGS FOR DETAILS
P1
B
87
P
1.
B B B B B B B B B B B B B B B B
1.90
1.80
1.90
1.90
2
1.80
9
1.
P1
1.8
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
.7
.8
.7
DETAILS
P1
P1
P1
EX
WS
20
2.
39
PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
01
61.00
RP131598
.7
5
35
54
60
55
38
21
57
P1
0
RP72829
.8
.8
.8
.8
.8
.8
.8
1
.7
P1
P1
P1
P1
P1
P1
P1
RP72829 N1 REFER NOTE 1 FOR DETAILS
WS
P1
79
N9 B
.7
P1
N16
WS
B
N7
N8
P1
P1
P1
P1
P1
P1
WS
1.80
EXISTING SERVICES LEGEND
.8
.8
.8
.8
.8
.7
5
85
00
24
26
25
15
86
5 1 1.
85 5 X
54
57
60
55
38
1. 83 N16 . 82 E DEVELOPMENT BOUNDARY
.8
.8
.8
.8
.8
1.
WS
X P1
P1
P1
P1
P1
P1
E P 1.80
61.00 EXISTING CONTOUR (0.25m INTERVAL)
EX
1.
WS
95
EXISTING STORMWATER
N12
8
6
1.8
1.90
70
N13
60
38
0
0
1.80
0
1.80
.
1.8
.9
.8
.7
P1
EXISTING SEWER
00 1
P1
P1
6
57
79
.9
8
P1
1. EXISTING WATER
.
P1
P1
EX
.7
N10 X
94 WS
E
1.
96
EXISTING ELECTRICAL - OVERHEAD
4
8
0
8
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.