Council archive · source document
Stormwater Management Plan · MCU22/0058
Plans and drawings: the text below has words only, no drawings.
Original PDF page 16, section 1. The text section number identifies this passage in the reader.
MCU
NOT FOR CONSTRUCTION
BOUNDARY
N
SITE
VIP RL 25.997
VIP RL 26
BOUNDARY
TEMPORARY SHORING OR
BATTERING TO
GEOTECHNICAL ENGINEERS
VIP RL 25.95 SITE
t
SPECIFICATIONS
ran
24.70
BOUNDARY
24.79
Height Table for
VIP RL 25.95
Hyd
SITE
CUT/FILL
VIP RL 23.2
VIP RL 23.2
Fire
BOUNDARY
24.68
Sewer Manhole Elevation Colour
SITE
25.46
25.41
102°02 41 -4.00 to -3.50
VIP RL 23.2
VIP RL 23.2
25
.77 '00
20.115 " RP139776
A
24.7 26.35 -3.50 to -3.00
TREE 0.1
-0TREE800.1
3
50 5 HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA
5
-3.00 to -2.50
.2
.85 51004
24
25
26.83
.69 Sewer
C
24.00 27.0 VERTICAL CURVE LENGTH (m) VERTICAL CURVE LENGTH (m)
24.10 2 Line In
m LIL 0.1
7
VERTICAL CURVE RADIUS (m)
27.07 dicative VERTICAL CURVE RADIUS (m)
-2.50 to -2.00
.5
3
-1 50905
.7
26
9
26.60
Only (N VERTICAL GEOMETRY GRADE (%) 50.1% -0.1%-100% 0% 883.4%
25
n
.2
VERTICAL GEOMETRY GRADE (%) -17.6% 0% 99.5% 0% 100%
rb
26.22
27.
25
itume
26.69 ot LVERTICAL GEOMETRY LENGTH (m) 12.3 2.77 7.93 1.2 VERTICAL GEOMETRY LENGTH (m) 4.24 2.8 8.02 0.6
.13
e
25.
52 26.09
5 ocated -2.00 to -1.50
of K
5
27. RL b
= y20.000 DATUM RL = 18.000
.3
71 86 DATUM
Survey
27.
m
26
2 -1
REET
.8 )
3
of B
24
.4
-1.50 to -1.00
26
FINISHED SURFACE LEVEL
24.17
21.133
26.000
26.000
25.997
23.200
23.200
23.200
26.751
.48
FINISHED SURFACE LEVEL
23.226
23.200
23.200
23.200
25.950
25.950
25.950
27.149
0
2
2
Back
41
.7
.9
24.4
26.
26
25
m
26.41
Deck
Edge
-1.00 to -0.50
4
EXISTING SURFACE LEVEL
22.804
24.950
25.017
25.276
25.336
25.678
26.899
26.751
EXISTING SURFACE LEVEL
23.722
25.175
25.181
25.860
25.939
26.254
26.552
26.604
.6
Pit a
26
25 26.
Telstr
.84 4 5
-0.50 to 0.00
6
.4
CUT / FILL DEPTH
23.57 25
-1.672
-2.136
-2.478
-3.699
CUT / FILL DEPTH
-1.950
-1.981
-2.660
-2.739
-0.304
-0.602
-0.654
1.050
0.983
0.720
-0
1.259
C
4
RA ST
.5
23.
0
0.00 to 0.50
24
.10
67
CONTROL LINE CHAINAGE
13.963
24.784
25.386
00"
CONTROL LINE CHAINAGE
10.146
22.442
25.207
33.134
34.334
16.76
-0
9.72
m
26
10
20
0.50 to 1.00
10
20
30
26.150
.50
0
0
.29 LONGITUDINAL SECTION B - B
12°02'
LONGITUDINAL SECTION A - A A3 SCALE: H 1:500, V 1:100
0
A3 SCALE: H 1:500, V 1:100
.5
9
26
.4
27.
1.00 to 1.50
m
27
Deck Stairs
46
23.
3 -0 1.50 to 2.00
071
.47
69
23.22
0.5
Ramp
BOUNDARY
0
23.3
m
23
C
WYAND
OIN
23.27
.98
5
.0
P
SITE
2
25
23.
.9
+0
7
23
3
BOUNDARY
41
23.
.85
VIP RL 25.95
VIP RL 25.95
23
8
9
.5
.65
.7
VIP RL 25.391
SITE
VIP RL 25.46
VIP RL 25.46
m
24
23
6
.1
26.1
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