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MCU14/0106 & OPW15/0001 Appendix E - Stormwater Management Plan
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CAD File: T:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C06-C07 ROAD LONG SECTS.dwg DATE PLOTTED: 8 December 2014 3:58 PM BY : NICHOLA WALLACE
A
Rev.
Date
28/11/2014
GRADE
RADIUS
LEVELS
LEVELS
DESIGN
CUT/FILL
HC DATA
(Depth of)
CHAINAGE
PAVEMENT
VC LENGTH
DA LODGEMENT
DATUM RL -1.0
EARTHWORKS
LIP LEVELS LHS
LIP LEVELS RHS
EXISTING SURFACE
FILL
CUT
0.000 8.085 8.085 0.000
Description
MC01
R 62.09
20.000 8.193 8.223 -0.030
24.141 8.223 8.251 -0.029
0.689%
32.544, 8.309
40.000 8.365 8.386 -0.021
42.544, 8.424 I.P.42.544, 8.378
R -80
VC 20
R 1104
Des.
NJW
52.544, 8.628
59.617 8.399 8.805 -0.406
2.500%
PM
60.000 8.396 8.815 -0.418 INTERSECTION MC02
67.415, 9.000 I.P.67.415, 9.000
67.415 8.525 9.000 -0.475
Verif. Appd.
80.000 8.770 8.685 0.085
-2.500%
87.415, 8.500
99.047 7.567 8.399 -0.832 95.561, 8.389 I.P.95.561, 8.296
100.000 7.581 8.408 -0.826 103.708, 8.465
2.074%
111.854, 8.602 I.P.111.854, 8.634
R 356 R 1035
120.000 7.879 8.675 -0.796 8.480 8.479
VC 16.29VC 16.29
120.000, 8.675
R 100
0.500%
131.667, 8.733
140.000 8.370 8.801 -0.431 8.606 8.605
141.667, 8.821 I.P.141.667, 8.783
VC 20
148.429 8.575 8.923 -0.348 8.728 8.727
R 1333
151.667, 8.983
160.000 8.826 9.150 -0.324 8.955 8.954
180.000 9.398 9.550 -0.152 9.355 9.354 INTERSECTION MC04
2.000%
200.000 9.768 9.950 -0.182 9.755 9.754
200.000, 9.950
219.690 9.998 10.200 -0.201 10.005 10.003
220.000, 10.201 I.P.220.000, 10.350
VC 40
220.000 10.002 10.201 -0.200 10.006 10.005
R 1345
240.000 9.925 10.155 -0.230 9.960 9.959
240.000, 10.155
-0.975%
A3 - 1:2000(H) 1:200(V)
SCALE A1 - 1:1000(H) 1:100(V)
260.000 9.740 9.969 -0.229 9.774 9.772
260.000, 9.969 I.P.260.000, 9.960
VC 40
R 22857
R 121.5
LONGITUDINAL SECTIONS
280.000 9.515 9.800 -0.285 9.605 9.603
280.000, 9.800
content of this document.
300.000 9.310 9.640 -0.330 9.445 9.443
304.513 9.279 9.604 -0.325 9.409 9.407
-0.800%
benefit of and use by the client in accordance with the
Cardno Limited All Rights Reserved.
party arising out of any use or reliance by third party on the
This document is produced by Cardno Limited solely for the
assume any responsibility or liability whatsoever to any third
320.000 9.202 9.480 -0.278 9.285 9.283
330.000, 9.400
340.000 9.056 9.311 -0.255 9.116 9.114
341.167, 9.299 I.P.341.167, 9.311
INTERSECTION MC02
R 5573
352.333, 9.177
360.000 9.006 9.081 -0.074 8.886 8.883
-1.201%
362.152 9.005 9.052 -0.047 8.857 8.855 363.500, 9.034 I.P.363.500, 9.043
R 7463
VC 22.33 VC 22.33
380.000 8.939 8.795 0.144 8.600 8.598 374.667, 8.875
Level 1, 9 Maud Street
Maroochydore, QLD 4558
Web: www.cardno.com.au
Tel: 07 5443 2555 Fax: 07 5443 5642
Cardno (Qld) Pty Ltd | ABN 57 051 074 992
400.000 8.831 8.495 0.336 8.300 8.298
R 500
-1.500%
420.000 8.579 8.195 0.384 8.000 7.997
429.667, 8.050
P.M.
P.M.
Drawn
Verified
N.J.W.
N.J.W.
Checked
Designed
440.000 8.061 7.831 0.230 7.636
Approved
440.953, 7.804 I.P.440.953, 7.881
R 829
444.943 7.922 7.680 0.242 7.485
SIG APPROVED
452.238, 7.404
-4.221%
460.000 7.319 7.174 0.145
462.655, 7.140 I.P.462.655, 6.965
R -75
R 310
VC 22.57 VC 20.83
476.073 6.674 7.300 -0.626 473.073, 7.225
2.500%
480.000 6.504 7.398 -0.895
RPEQ NO
DATE
Date
Date
.
.
.
.
488.073 6.154 7.600 -1.446 INTERSECTION MC03
. Title
Date Client
Date Project
.
.
CONCEPT
NOOSAVILLE
NOOSA CIVIC EXPANSION
QIC NOOSA CIVIC PTY LTD
LONGITUDINAL SECTION - MC01 CENTRAL ROAD
HOR.
VERT.
Status
DATUM
1
10
A.H.D.
Drawing Number
0
0
1
10
Orig. Date
2
20
NOV 2014
3
30
Scale
J13041-CI-C06
4
40
FOR APPROVAL
AS SHOWN
5m
50m
Size
A1
A
Revision
1:100
1:1000
NOT TO BE USED FOR CONSTRUCTION PURPOSES
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