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Original PDF page 26, section 1. The text section number identifies this passage in the reader.
6.50m 6.00m 6.00m
3.25m 3.25m 3.00m 3.00m 3.00m 3.00m
FALL FALL FALL FALL FALL FALL
2.5% 2.5% 2.5% 2.5% 2.5% 2.5%
TYPICAL DRIVEWAY 1 SECTION TYPICAL DRIVEWAY 2 SECTION TYPICAL DRIVEWAY 3 SECTION
SCALE 1:50 SCALE 1:50 SCALE 1:50
EUMUNDI-NOOSA ROAD
CH.0.000
NATURAL SURFACE
DRIVEWAY 2
CH.36.156
IP CH.1.801 RL.15.024
CREST CH.1.801 RL.15.024
DRIVEWAY 2
IP CH.6.144 RL.14.806
CH.39.645
IP CH.13.144 RL.14.022
IP CH.44.486 RL.6.410
DESIGN SURFACE
IP CH.40.236 RL.6.330
IP CH.30.046 RL.6.260
IP CH.25.888 RL.6.230
IP CH.15.607 RL.6.160
IP CH.11.357 RL.6.130
IP CH.25.316 RL.11.117
CREST CH.25.316 RL.11.117
IP CH.46.014 RL.11.107
CREST CH.46.014 RL.11.107
IP CH.15.166 RL.11.015
SAG CH.15.166 RL.11.015
IP CH.36.154 RL.11.008
SAG CH.36.154 RL.11.008
IP CH.59.843 RL.10.969
SAG CH.59.843 RL.10.969
IP CH.26.900 RL.11.690
IP CH.33.900 RL.11.120
Horiz Curve Data Horiz Curve Data Horiz Curve Data
Vertical Geometry Grade (%) 2.00% -5% -11.2% -16.96% -8.14% -1.94% Vertical Geometry Grade (%) -1% 1% -1% 1% -1% 1% Vertical Geometry Grade (%) 0.69% 0.71% 0.68% 0.72% 0.69% 1.88%0.99%
Vertical Grade Length (m) 1.657m 4.343m 13.756m 7.000m 5.742m Vertical Grade Length (m) 14.966m 10.150m 10.838m 9.860m 13.829m0.960m Vertical Grade Length (m) 11.348m 4.25m 10.280m 4.16m 10.19m 4.25m7.746m
7.000m
Vertical Curve Length (m) Vertical Curve Length (m) Vertical Curve Length (m)
Vertical Curve Radius (m) Vertical Curve Radius (m) Vertical Curve Radius (m)
DATUM R.L.5.000 DATUM R.L.4.000 DATUM R.L.-1.000
14.833
14.643
14.241
14.003
13.434
13.021
12.519
12.036
11.998
11.911
11.818
11.768
11.752
12.036
11.897
11.793
11.852
11.861
11.907
NATURAL SURFACE NATURAL SURFACE NATURAL SURFACE
6.983
6.834
6.840
7.009
7.341
7.472
7.595
7.602
7.700
7.872
LEVELS LEVELS LEVELS
-0.574
-1.331
-1.399
-1.028
-0.833
-0.895
-0.754
-0.682
-0.635
-1.027
-0.850
-0.686
-0.883
-0.890
-0.929
-0.931
-0.704
-0.680
-0.819
-1.111
-1.212
-1.266
-1.272
-1.290
-1.386
0.380
0.565
0.019
CUT / FILL DEPTH CUT / FILL DEPTH CUT / FILL DEPTH
15.024
14.806
14.022
12.860
11.690
11.120
11.008
11.165
11.015
11.064
11.086
11.117
11.008
11.047
11.107
10.969
10.970
10.978
DESIGN SURFACE DESIGN SURFACE DESIGN SURFACE
6.052
6.130
6.160
6.190
6.230
6.260
6.328
6.330
6.410
6.487
LEVELS LEVELS LEVELS
13.144
20.000
26.900
33.900
39.645
15.166
20.000
22.222
25.316
36.154
40.000
46.014
59.843
60.000
60.804
11.357
15.607
20.000
25.888
30.046
40.000
40.236
44.486
52.228
0.000
1.801
6.144
0.000
0.000
CHAINAGE CHAINAGE CHAINAGE
LONGITUDINAL SECTION - DRIVEWAY 1 LONGITUDINAL SECTION - DRIVEWAY 2 LONGITUDINAL SECTION - DRIVEWAY 3
0 1 2 3m 0 10 20 30m 0 1 2 3m
HORIZ: VERT:
Scale 1:50 @A1 Scale 1:500 @A1 Scale 1:50 @A1
Scale 1:100 @A3 Scale 1:1000 @A3 Scale 1:100 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
M.K.P. D.R.
This drawing is subject to
copyright in accordance with DEVTEX NOMINEES 73-77 EUMUNDI-NOOSA ROAD ROAD LONGITUDINAL SECTIONS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's PTY LTD M.K.P. D.R. NOOSAVILLE, QLD 4566 AND TYPICAL SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOTS 1, 2 3, 48, 49 AND 50 ON SP298783 24572-C04
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 20.09.24 ISSUED FOR APPROVAL MKP MCU APPROVAL HORIZ DATUM MGA DERIVED 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 13.09.24 ISSUED FOR APPROVAL MKP ROL APPROVAL VERT DATUM RL.13.595 AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 13.09.24 OPW APPROVAL RL DATUM PSM 53205 MEASUREMENT BAR - INCREMENTS IN mm 4 OF 8 B
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