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Reference Documents - Preliminary Engineering Plans 132005.638.04
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RSCL000 DTMRINTERSECTION
IP CH.9.681 RL.19.566
IP CH.0 RL.19.857
RSCL013 CLEANAWAY ROADINTERSECTION
CH.0.000
IP CH.32.73 RL.17.097
IP CH.278.603 RL.14.993
HI CH.225.588 RL.15.02
IP CH.225.588 RL.15.02
IP CH.204.328 RL.14.98
RSCL002INTERSECTION
IP CH.99.645 RL.14.583
LO CH.167.343 RL.14.112
RSCL 004INTERSECTION
IP CH.173.49 RL.14.055
CH.75.500
CH.88.700
CH.154.000
6/ 2.1m x 1.5m BOX CULVERTS
CULVERT IL = RL 12.225
Horiz Curve Data R200m R20m
Vertical Geometry Grade -3% -10.714% -3.756% -0.716% 3% 0.188% -0.05%
Vertical Grade Length 9.681m 23.049m 66.914m 73.845m 30.838m 21.259m 53.015m
Vertical Curve Length V.C. 10m V.C. 30m V.C. 25m V.C. 20m V.C. 30m
Vertical Curve Radius R 129.63m R 431.167m R 822.2m R 538.242m R 1066.878m
Datum R.L.4.0
19.857
19.716
19.470
19.031
18.704
18.467
17.358
16.893
16.533
16.073
15.321
15.053
14.681
14.678
14.670
14.494
14.442
14.438
14.294
14.151
14.126
14.112
14.146
14.148
14.261
14.355
14.530
14.773
14.797
14.874
15.008
15.009
15.020
15.013
15.002
14.993
Design Control Line
19.416
18.848
18.490
18.221
17.101
16.840
16.540
16.050
15.322
15.075
14.677
14.673
14.663
14.480
14.426
14.422
14.297
13.848
13.282
12.116
13.543
13.603
13.735
13.201
14.512
14.521
14.321
14.320
14.354
14.462
Natural
Depth of
-0.054
-0.183
-0.214
-0.246
-0.256
-0.054
-0.022
99.539 -0.004
99.645 -0.005
100.000 -0.007
112.145 -0.014
119.321 -0.017
120.000 -0.015
160.000 -0.303
163.490 -0.844
167.343 -1.997
173.317 -0.603
173.490 -0.544
180.000 -0.527
183.490 -1.154
219.328 -0.496
220.000 -0.488
225.588 -0.699
240.000 -0.693
260.000 -0.649
278.603 -0.531
0.007
0.001
0.022
140.000 0.002
Cut or Fill
189.328
198.868
200.000
204.328
14.681
17.730
20.000
32.730
40.000
47.730
60.000
80.000
87.145
0.000
4.681
9.681
Chainage
CONTROL LINE RSCL001 ENTRY LONGITUDINAL SECTION
HORIZ. 1000 (A1)
VERT. 100 (A1)
Check all dimensions before commencement of work.
SCALE 1:750 (A1) - 1:1500 (A3) Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C500
Design - CJT Drawn - CJT
LONGITUDINAL SECTIONS RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C500 LONGITUDINAL SECTIONSIssue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C500 LONGITUDINAL SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
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