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1856-R30_R71_D Roadworks
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EXTENT OF NEW WORKS
40mm AC WITH AMCO PRIME AT A RATE OF 1.0 LITRES/m2
125mm BASE COURSE GRAVEL (TYPE 2.1 - CBR80)
150mm SUB-BASE COURSE GRAVEL (TYPE 2.3 - CBR45)
SUB-GRADE 300mm
THE ABOVE IS SUBJECT TO TESTING & FINAL PAVEMENT DESIGN APPROVAL
IP CH. 11.732 RL.8.162
IP CH. 11.797 RL.8.162
IP CH. 11.957 RL.8.012
IP CH. 24.000 RL.7.710
IP CH. 39.774 RL.7.335
CREST CH. 207.898 RL.4.713
SAG CH. 219.600 RL.4.672
IP CH. 80.001 RL.4.942
IP CH. 206.865 RL.4.728
SAG CH. 169.092 RL.4.492
IP CH. 131.400 RL.4.683
IP CH. 219.990 RL.4.661
IP CH. 194.800 RL.4.633
IP CH. 169.259 RL.4.483
Horiz Curve Data R-70m R50m R52m R50m
-0.512%
-2.505%
0.787%
-1.5%
0%
Vertical Geometry Grade (%) -2.377% -5.947% -0.505% -0.528% 0.588% 0.623%
Vertical Curve Length (m) L6.212 L28.301 L6.252 L1.495 L9.746 L7.948
Vertical Curve Radius (m) R174 R520 R560 R750 R750 R700
DATUM R.L.0.000
NEW ROUNDABOUT NEW SEAL NEW INTERSECTION
WORKS EXTENT
CUT 0.25 5.392 15.347 2.363 0 0 0 0 0 0 0
VOLUMES
FILL 84.532 276.069 624.058 1644.381 2036.583 1605.758 1695.332 1397.071 1247.428 954.472 308.002
NATURAL SURFACE
7.982
7.732
7.358
6.870
6.865
6.782
6.759
6.708
6.024
5.978
5.877
5.765
5.160
4.586
4.412
3.954
3.754
3.742
3.738
3.760
3.792
3.817
3.851
3.936
4.067
4.088
4.128
4.153
4.305
4.384
4.445
4.452
4.522
4.647
4.791
4.823
CUT / FILL DEPTH
-0.356
-0.473
-0.452
-0.544
-0.544
-0.516
-0.498
-0.442
-0.108
-0.092
-0.057
-0.020
-0.285
-0.430
-0.786
-0.901
-0.895
-0.893
-0.772
-0.707
-0.675
-0.651
-0.611
-0.562
-0.551
-0.546
-0.537
-0.399
-0.297
-0.227
-0.221
-0.163
-0.079
0.024
0.005
0.017
DESIGN LEVELS ON
8.338
8.205
7.810
7.414
7.409
7.298
7.257
7.150
6.132
6.070
5.934
5.784
5.135
4.871
4.842
4.741
4.655
4.638
4.631
4.532
4.500
4.492
4.501
4.546
4.629
4.639
4.674
4.690
4.703
4.681
4.672
4.672
4.686
4.725
4.786
4.806
ROAD CENTRELINE
136.656
141.168
166.133
169.092
172.385
194.053
195.548
201.992
211.738
216.016
223.964
230.331
243.249
36.447
36.668
40.905
63.328
65.851
94.152
CHAINAGE
8.856
42.88
61.05
219.6
100
120
140
160
180
200
220
240
20
40
60
80
0
LONGITUDINAL SECTION NEW ROAD B
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL SCALE 1:1000 (Horiz.) A3 AT NOOSA CIVIC, WALTER HAY DRIVE
B 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 16 OF 42
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
C
D
21-09-20
15/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
0 1 2 3 4 5m (RPEQ 19358) p 07 5443 8285 ROAD B LONGITUDINAL SECTION R45 D
CL
SCALE 1:100 (Vert.) A3 e [email protected] w www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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