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RFI - 20210153 Maple St Traffic Assessment
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
CAR 1.25m
DRIVEWAY ACCESS
1.25m
DRIVERS EYE
1.1m
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE LENGTH (m) VERTICAL CURVE RADIUS (m)
VERTICAL CURVE RADIUS (m)
HORIZONTAL CURVE DATA VERTICAL GEOMETRY GRADE (%) 4.6%
VERTICAL GEOMETRY GRADE (%) 4.7% VERTICAL GEOMETRY LENGTH (m) 67.07
VERTICAL GEOMETRY LENGTH (m) 75.03
VERTICAL CURVE LENGTH (m) DATUM RL = 118.300
VERTICAL CURVE RADIUS (m)
DATUM RL = 118.300
122.403
122.863
123.323
123.784
124.244
124.704
125.165
125.490
FINISHED SURFACE LEVEL
122.403
122.870
123.337
123.804
124.271
124.738
125.205
125.672
125.907
VERTICAL GEOMETRY GRADE (%) 4.7%
FINISHED SURFACE LEVEL
VERTICAL GEOMETRY LENGTH (m) 82.83
DATUM RL = 118.300
121.153
121.571
122.062
122.544
123.042
123.470
124.040
124.390
EXISTING SURFACE LEVEL
121.153
121.537
121.956
122.335
122.955
123.674
124.027
124.558
124.807
EXISTING SURFACE LEVEL
122.403
122.873
123.344
123.814
124.285
124.755
125.226
125.696
126.167
126.300
FINISHED SURFACE LEVEL
HEIGHT
1.250
1.292
1.261
1.239
1.202
1.234
1.125
1.100
HEIGHT
1.250
1.333
1.381
1.469
1.316
1.064
1.178
1.114
1.100
121.153
121.459
121.768
122.048
122.788
123.688
124.019
124.536
125.080
125.200
EXISTING SURFACE LEVEL
CONTROL LINE CHAINAGE
67.067
CONTROL LINE CHAINAGE
75.026
10
20
30
40
50
60
HEIGHT
0
10
20
30
40
50
60
70
1.250
1.415
1.576
1.766
1.496
1.067
1.207
1.161
1.087
1.100
0
CONTROL LINE CHAINAGE
LONGITUDINAL SECTION B2 LONGITUDINAL SECTION B3
82.83
10
20
30
40
50
60
70
80
0
LONGITUDINAL SECTION B1
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m) VERTICAL GEOMETRY GRADE (%) 4.1%
VERTICAL CURVE RADIUS (m) VERTICAL GEOMETRY LENGTH (m) 41.56
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m) VERTICAL GEOMETRY GRADE (%) 4.4% DATUM RL = 118.200
VERTICAL GEOMETRY LENGTH (m) 52.5
VERTICAL GEOMETRY GRADE (%) 4.5%
122.403
122.811
123.218
123.626
124.034
124.098
VERTICAL GEOMETRY LENGTH (m) 59.96
DATUM RL = 118.300 FINISHED SURFACE LEVEL
DATUM RL = 118.300
122.403
122.839
123.275
123.711
124.147
124.584
124.693
FINISHED SURFACE LEVEL
121.153
121.558
121.853
122.362
122.921
122.998
EXISTING SURFACE LEVEL
122.403
122.851
123.300
123.748
124.197
124.645
125.092
FINISHED SURFACE LEVEL
121.153
121.600
122.050
122.499
122.940
123.498
123.593
EXISTING SURFACE LEVEL
HEIGHT
121.153
121.600
122.081
122.533
122.879
123.511
123.992
EXISTING SURFACE LEVEL
1.250
1.253
1.365
1.265
1.113
1.100
HEIGHT
1.250
1.239
1.225
1.213
1.208
1.085
1.100
CONTROL LINE CHAINAGE
41.564
HEIGHT
1.250
1.251
1.218
1.215
1.318
1.134
1.100
10
20
30
40
0
CONTROL LINE CHAINAGE
52.497
CONTROL LINE CHAINAGE
10
20
30
40
50
0
59.96
LONGITUDINAL SECTION B6
10
20
30
40
50
0
LONGITUDINAL SECTION B5
LONGITUDINAL SECTION B4
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 3.5%
VERTICAL GEOMETRY LENGTH (m) 31.77
DATUM RL = 118.200
122.403
122.753
123.103
123.453
123.515
FINISHED SURFACE LEVEL
121.153
121.459
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