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Roadworks Design Attachment 1 - 1856-R30_R71_E
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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. 14.775 RL.8.174
IP CH. 14.840 RL.8.174
IP CH. 15.000 RL.8.074
IP CH. 15.010 RL.8.024
IP CH. 35.546 RL.7.614
CH.30.546 RL.7.714
CH.40.546 RL.7.335
IP CH. 52.494 RL.6.671
CH.51.869 RL.6.705
CH.53.118 RL.6.631
NATURAL SURFACE
CH.64.981 RL.5.886
ROAD B CENTRELINE
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
CH.95.022 RL.4.867
CH.211.738 RL.4.703
CH.201.992 RL.4.690
CH.216.016 RL.4.681
CH.223.964 RL.4.686
CH.195.548 RL.4.639
CH.172.385 RL.4.501
CH.194.053 RL.4.629
CH.166.133 RL.4.500
Horiz Curve Data R-70m R50m R52m R50m
Vertical Geometry Grade (%) -2% -2% -5.565% -6.282% -0.505% -0.528% 0.588% 0.787% -0.512% 0.623%
Vertical Curve Length (m) L10 L1.248 L30.042 L6.252 L1.495 L9.746 L7.948
Vertical Curve Radius (m) R280.528 R174 R520 R560 R750 R750 R700
DATUM R.L.0.000
NEW ROUNDABOUT NEW SEAL NEW INTERSECTION
WORKS EXTENT
CUT 0.049 0.063 8.55 1.457 0 0 0 0 0 0 6.761
VOLUMES
FILL 77.122 373.204 683.682 1657.259 2300.26 1613.164 1695.074 1359.041 1236.366 926.081 198.907
NATURAL SURFACE
7.982
7.732
7.358
7.027
6.870
6.782
6.768
6.759
6.373
6.321
6.024
5.978
5.877
5.803
5.160
4.557
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
4.820
CUT / FILL DEPTH
-0.488
-0.561
-0.566
-0.686
-0.663
-0.584
-0.567
-0.556
-0.332
-0.310
-0.175
-0.155
-0.113
-0.083
-0.310
-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
0.000
0.005
0.016
DESIGN LEVELS ON
8.470
8.293
7.925
7.714
7.534
7.365
7.335
7.315
6.705
6.631
6.199
6.133
5.990
5.886
5.159
4.867
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
4.804
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
242.922
30.546
36.447
40.546
40.905
51.869
53.118
63.328
64.981
95.022
CHAINAGE
8.856
61.05
219.6
100
120
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:
E 23/11/20 REVISED AS PER COUNCIL RFI MEETING MM CL DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
0 1 2 3 4 5m (RPEQ 19358) p 07 5443 8285 ROAD B LONGITUDINAL SECTION R45 E
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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