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VIP RL 1.694 RP BDY
VIP RL 2.54
VIP RL 2.48
VIP RL 2.47
VIP RL 1.894
VIP RL 1.673
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 6.8% 0.7% 10% 5.6% 1% -1% 1%
VERTICAL GEOMETRY LENGTH (m) 0.43 3.01 2 10.56 6 7 10.51
DATUM RL = -2.900
FINISHED SURFACE LEVEL
1.644
1.673
1.694
1.849
1.894
2.147
2.195
2.424
2.480
2.520
2.540
2.510
2.470
2.480
2.530
2.575
EXISTING SURFACE LEVEL
1.644
1.673
1.694
1.714
1.726
1.837
1.856
1.928
1.939
1.984
2.006
2.032
2.062
2.071
2.282
CUT / FILL DEPTH
0.000
0.000
0.000
0.135
0.167
0.309
0.339
0.496
0.541
0.536
0.534
0.478
0.408
0.409
0.248
10.873
28.999
39.456
CONTROL LINE CHAINAGE
0.433
3.442
5.442
10
15
16
20
22
25
30
35
0
5
A1 SCALE: H 1:100, V 1:100
LONGITUDINAL SECTION
Centreline Data Centreline Data
Centreline Data X = 1022.456 X = 1036.912
X = 1007.546 Y = 4999.799 3.09% Y = 4999.798 1%
6.92% 2.5% 1%
Y = 4999.415 Z = 2.510 Z = 2.575
Z = 2.147
DATUM RL 1.500 DATUM RL 1.500
DATUM RL 1.000
2.660
2.660
2.510
2.620
2.725
2.725
2.575
2.623
DESIGN DESIGN
2.140
2.147
2.290
2.320
2.332
DESIGN
2.030
2.031
2.032
2.016
2.360
SURVEY SURVEY
1.829
1.837
1.863
1.874
1.934
SURVEY
-0.150
-0.040
-0.150
-0.040
0.000
3.556
0.000
4.879
OFFSET OFFSET
-0.653
0.000
2.076
3.276
4.476
OFFSET
CHAINAGE 25 CHAINAGE 39.456
CHAINAGE 10
Centreline Data 2.5%
X = 1017.456 8.84% Centreline Data
Centreline Data Y = 4999.800 X = 1032.456
X = 1003.061 Z = 2.520 Y = 4999.799 1%
Y = 4997.205 2.5% 1% Z = 2.530
-1% 4.39%
Z = 1.849 DATUM RL 1.000
DATUM RL 1.000 DATUM RL 1.500
2.670
2.670
2.520
2.670
2.700
DESIGN
2.680
2.680
2.530
2.597
DESIGN
1.834
1.849
1.940
1.970
2.005
DESIGN
1.983
1.984
1.984
1.997
2.001
SURVEY
2.277
2.281
2.282
2.219
SURVEY
1.707
1.714
1.770
1.805
1.903
SURVEY
-0.150
-0.040
0.000
1.696
2.896
OFFSET
-0.150
-0.040
0.000
6.726
OFFSET
-1.530
0.000
2.076
3.276
6.709
OFFSET
CHAINAGE 20
CHAINAGE 5 CHAINAGE 35
Centreline Data Centreline Data Centreline Data
X = 1001.754 X = 1012.456 6.79% 2.5% X = 1027.456
Y = 4996.561 Y = 4999.800 Y = 4999.799 2.94%
6.49% 2.5% 1%
Z = 1.704 Z = 2.424 Z = 2.480
DATUM RL 1.000 DATUM RL 1.000 DATUM RL 1.500
1.704
1.838
1.868
1.895
2.574
2.574
2.424
2.540
2.570
2.630
2.630
2.480
2.620
DESIGN DESIGN DESIGN
1.694
1.750
1.787
1.873
1.927
1.928
1.928
1.938
1.941
2.071
2.071
2.071
2.128
SURVEY SURVEY SURVEY
-0.150
-0.040
-0.150
-0.040
0.000
2.076
3.276
5.991
0.000
1.697
2.897
0.000
4.756
OFFSET OFFSET OFFSET
CHAINAGE 3.543 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.
A 18-11-20 Amendments as per Council IR
Issue Date Description
JAG
By Chkd
CAG
Email: [email protected] Client Golden Breed Project No. 2020072 Dwg No. P05 of 08 Issue A
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