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Engineering Plans
Plans and drawings
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VIP RL 2.071
VIP RL 2.009
VIP RL 1.979
VIP RL 1.959
VIP RL 1.959
VIP RL 1.723
VIP RL 1.719
VIP RL 2.1
VIP RL 1.689
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 6.6% 0.8% 0.6% 4% -1% 0% 1.4% 1% -1% 3.1%
VERTICAL GEOMETRY LENGTH (m) 0.44 3.75 0.67 6.37 2 0.6 3.71 9.08 2.93 9.36
DATUM RL = -2.900
FINISHED SURFACE LEVEL
1.660
1.689
1.719
1.723
1.728
1.929
1.952
1.979
1.959
1.959
1.974
2.009
2.034
2.084
2.100
2.071
2.084
2.239
2.360
EXISTING SURFACE LEVEL
1.660
1.689
1.719
1.723
1.726
1.845
1.858
1.874
1.916
1.924
1.937
1.965
1.994
2.042
2.049
2.074
2.078
2.308
2.360
-0.003
-0.069
CUT / FILL DEPTH
0.000
0.000
0.000
0.000
0.002
0.084
0.094
0.104
0.043
0.035
0.038
0.045
0.040
0.042
0.051
0.007
0.000
10.573
17.546
26.629
29.561
39.258
CONTROL LINE CHAINAGE
0.441
4.195
4.867
11.24
13.24
13.84
10
15
20
25
30
35
0
5
A1 SCALE: H 1:100, V 1:100
LONGITUDINAL SECTION
Centreline Data
Centreline Data X = 1022.756
X = 1007.815 Y = 4998.998
Centreline Data
Y = 4998.745 X = 1036.676
-1% 3% Z = 2.084 1.5% 1%
Z = 1.929 Y = 4998.998 1%
1.5%
DATUM RL 1.500 Z = 2.360
DATUM RL 1.000
DATUM RL 1.500
2.107
2.084
2.111
DESIGN
1.914
1.929
1.964
DESIGN
2.383
2.360
2.473
DESIGN
2.026
2.042
2.012
SURVEY
1.826
1.845
1.860
SURVEY
2.361
SURVEY
-1.530
0.000
2.756
OFFSET
-1.530
0.000
1.170
OFFSET
11.295
-1.530
0.000
OFFSET
CHAINAGE 10 CHAINAGE 25
CHAINAGE 38.92
Centreline Data
Centreline Data X = 1017.756 Centreline Data
X = 1003.330 Y = 4998.998 1.5% 5.57% X = 1032.756
Y = 4996.535 Z = 2.034 Y = 4998.998
Z = 1.728 -1% 2.9%
Z = 2.239 1.5% 1%
DATUM RL 1.000
DATUM RL 1.000 DATUM RL 1.500
2.057
2.034
2.140
DESIGN
1.713
1.728
1.901
DESIGN
2.262
2.239
2.326
DESIGN
1.980
1.994
2.004
SURVEY
1.697
1.726
1.901
SURVEY
2.262
2.308
2.193
SURVEY
-1.530
0.000
1.909
OFFSET
-1.530
0.000
5.963
-1.530
OFFSET
0.000
8.725
OFFSET
CHAINAGE 5 CHAINAGE 20
CHAINAGE 35
Centreline Data Centreline Data
X = 1012.756 X = 1027.756
Y = 4998.998 1.5% 5% Y = 4998.998
Z = 1.974 Z = 2.084 1.5% 1%
DATUM RL 1.000 DATUM RL 1.500
1.997
1.974
2.079
2.107
2.084
2.130
DESIGN DESIGN
1.934
1.937
1.945
2.074
2.078
2.135
SURVEY SURVEY
-1.530
-1.530
0.000
2.095
0.000
4.555
OFFSET OFFSET
CHAINAGE 15 CHAINAGE 30
0 2 4 6 8 10m
SCALE 1:200 A3
Datum AHD Scale As Shown Status PRELIMINARY
ABN: 13 609 593 339 Project Proposed Commercial Development Drawing Title Driveway Longitudinal & Cross
Date September 2020 Drawn JAG Checked CAG PO Box 5028 Sections
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement. QLD 4558
No responsibility or liability will be assumed to any third BEATRICE GIBBERD
CHRIS GIBBERD RPEQ
RPEQ 14557
13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client Golden Breed Project No. 2020072 Dwg No. P05 of 08 Issue -
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