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RFI - 20210153 Maple St Traffic Assessment
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DRIVERS EYE
BUS 3.5m
1.1m
DRIVEWAY ACCESS
1.25m
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m) VERTICAL CURVE LENGTH (m)
VERTICAL CURVE LENGTH (m) VERTICAL CURVE RADIUS (m)
VERTICAL CURVE RADIUS (m) VERTICAL GEOMETRY GRADE (%) -5.2%
VERTICAL GEOMETRY LENGTH (m) 68.21 VERTICAL GEOMETRY GRADE (%) -5.2%
VERTICAL GEOMETRY GRADE (%) -5.1% VERTICAL GEOMETRY LENGTH (m) 51.79
VERTICAL GEOMETRY LENGTH (m) 76.58 DATUM RL = 115.200
DATUM RL = 115.900
DATUM RL = 114.700
122.403
121.885
121.368
120.851
120.333
119.816
119.299
118.874
FINISHED SURFACE LEVEL
122.403
121.879
121.356
120.832
120.308
119.785
119.691
FINISHED SURFACE LEVEL
122.403
121.891
121.379
120.867
120.355
119.843
119.331
118.820
118.483
FINISHED SURFACE LEVEL
121.153
120.598
120.054
119.574
119.031
118.545
118.062
117.774
EXISTING SURFACE LEVEL
121.153
120.616
119.971
119.403
119.020
118.638
118.591
EXISTING SURFACE LEVEL
121.153
120.583
120.146
119.644
119.230
118.933
118.351
117.652
117.383
EXISTING SURFACE LEVEL
HEIGHT
1.250
1.287
1.314
1.277
1.303
1.271
1.237
1.100
HEIGHT
1.250
1.263
1.384
1.429
1.288
1.147
1.100
HEIGHT
1.250
1.308
1.233
1.223
1.125
0.911
0.981
1.168
1.100
CONTROL LINE CHAINAGE
68.213
CONTROL LINE CHAINAGE
51.793
10
20
30
40
50
60
CONTROL LINE CHAINAGE
0
76.584
10
20
30
40
50
0
10
20
30
40
50
60
70
0
LONGITUDINAL SECTION A2
LONGITUDINAL SECTION A
A1 LONGITUDINAL SECTION A3
CAR 1.25m
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m) VERTICAL GEOMETRY GRADE (%) -6.4%
VERTICAL GEOMETRY LENGTH (m) 14.4
VERTICAL CURVE LENGTH (m)
VERTICAL GEOMETRY GRADE (%) -6.3%
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY LENGTH (m) 21.44 DATUM RL = 117.600
VERTICAL GEOMETRY GRADE (%) -5.7%
DATUM RL = 117.300
122.403
121.762
121.480
VERTICAL GEOMETRY LENGTH (m) 32.59 FINISHED SURFACE LEVEL
DATUM RL = 116.700
122.403
121.776
121.149
121.059
FINISHED SURFACE LEVEL
121.153
120.466
120.380
122.403
121.829
121.254
120.680
120.531
FINISHED SURFACE LEVEL EXISTING SURFACE LEVEL
121.153
120.548
120.016
119.959
EXISTING SURFACE LEVEL
121.153
120.623
119.867
119.490
119.431
EXISTING SURFACE LEVEL HEIGHT
1.250
1.296
1.100
HEIGHT
1.250
1.228
1.133
1.100
CONTROL LINE CHAINAGE
14.399
HEIGHT
1.250
1.206
1.387
1.190
1.100
10
CONTROL LINE CHAINAGE
0
21.44
10
20
0
CONTROL LINE CHAINAGE
32.594
LONGITUDINAL SECTION A6
10
20
30
0
LONGITUDINAL SECTION A5
LONGITUDINAL SECTION A4
North Point Approved Project Address Title
BEN PARRY
28084 45 MAPLE STREET SAFE INTERSECTION SIGHT DISTANCE LONGSECTION A
COOROY, 4563
For and on behalf of RECOR Pty Ltd. QLD, AUSTRALIA
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
www.recorconsulting.com | ABN 89 647 469 707 MARK MELVILLE NDIS HOUSING 20210153 A1
01 31/03/23 RFI ISSUE BP BP
H 1:500 V 1:100 COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This Drawing Number Revision
51 01
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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