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20210153 - Maple Street Civil Plans MCU
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CUT / FILL DEPTH
HORIZONTAL CURVE DATA
DATUM RL = 110.000
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)
CONTROL LINE CHAINAGE
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
A3 SCALE: H 1:500, V 1:100
CUT / FILL DEPTH
HORIZONTAL CURVE DATA
DATUM RL = 115.600
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
LONGITUDINAL SECTION - D
VERTICAL GEOMETRY GRADE (%)
0 -0.621 113.810 113.188
VERTICAL GEOMETRY LENGTH (m)
CONTROL LINE CHAINAGE
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
A3 SCALE: H 1:500, V 1:100
8.76
8.758 0.000 115.165 115.165
VIP
0.1
VIP RL
RL 115.165
VIP 115.203
RL 115.662
38%
0.05
8.86 -0.000 115.203 115.203
22.6% 982.6%
0%
2.53
VIP RL 115.662
VIP RL 116.3
0.64
8.906 0.441 115.221 115.662
LONGITUDINAL SECTION - A
100.1%
0 0.000 120.113 120.113
10 -0.514 116.176 115.662
1.247 0.000 120.241 120.231 VIP RL 120.231
0.257
VIP RL 119.974
11.44 0.349 115.313 115.662
12.077 0.874 115.426 116.300
1.504 -0.279 120.253 119.974 -100.0%
20 -0.169 116.469 116.300
0%
12.96
10 -0.377 120.351 119.974
0%
23.38
14.46 -0.406 120.380 119.974 VIP RL 119.974
0.04
-15%
30 -1.316 117.616 116.300 VIP RL 119.968
14.5 -0.412 120.380 119.968
20 -0.368 120.336 119.968
35.456 -1.744 118.044 116.300
VIP RL 116.3
0%
13.86
38.578 1.187 118.240 119.427
100.2%
119.427
VIP RL 119.425
38.677 1.184 118.241 119.425
VIP RL 119.487 28.36 -0.384 120.352 119.968 VIP RL 119.968
40 0.671 118.781 119.452
3.120.13.1 1.41
0.26
VIP RL 119.66 VIP RL 119.858
-2%2%12.3%
-42.1%
28.622 -0.497 120.355 119.858
41.777 0.552 118.935 119.487
30 -0.512 120.370 119.858
43.187 0.505 119.155 119.660
9.9
0%
50 -0.445 120.105 119.660
0%
15.36
38.52 -0.166 120.024 119.858 VIP RL 119.858
VIP RL 119.75
0.69
39.206 -0.236 119.986 119.750
VIP RL 119.705
40 -0.209 119.943 119.734
-2% 2%
2.262.25
58.547 -0.635 120.295 119.660 VIP RL 119.749
0.19
VIP
VIP 119.66
RLRL 119.92 41.462 -0.186 119.891 119.705
-15.8% -47.7%
VIP RL 119.66
58.808 -0.380 120.300 119.920
43.712 -0.069 119.818 119.749
60 -0.406 120.326 119.920
43.899 -0.158 119.818 119.660
99.9% 0%
0.26 8.23
0%
50 0.044 119.616 119.660
14.02
67.034 -0.715 120.635 119.920
VIP RL 119.92
0.83
VIP RL 120.687
91.9%
67.868 -0.000 120.687 120.687
1.16
2.4%
69.031 -0.004 120.720 120.715 57.923 0.415 119.245 119.660
60 0.529 119.131 119.660
VIP RL 119.66
60.515 0.565 119.095 119.660
2.591.57
-50%
VIP RL 118.876
1.2
62.083 0.000 118.876 118.876
0% -13.1%
63.281 118.718
PROPOSED DRIVEWAY
RECOMMENDATIONS
TEMPORARY BATTERS OR
GEOTECHNICAL CONSULTANTS
SHORING IN ACCORDANCE WITH
CUT / FILL DEPTH
HORIZONTAL CURVE DATA
DATUM RL = 111.000
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)
CONTROL LINE CHAINAGE
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
A3 SCALE: H 1:500, V 1:100
LONGITUDINAL SECTION - C
0 -0.134 114.274 114.140
CUT / FILL DEPTH
HORIZONTAL CURVE DATA
DATUM RL = 112.400
6.641 0.000 115.383 115.383
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
VIP
VIP RL
RL 115.383
115.406
6.64 0.61
18.7% 3.7%
0.6
7.252 0.000 115.405 115.406 VIP
VIP RL
RL 115.494
115.479
115.534
0.11
VIP RL 115.677
0.24
14.7%
0.07
VIP RL See the original
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