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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 EXISTING SEAL
END WORKS CH202.293
IP CH. 14.840 RL.8.101
IP CH. 14.775 RL.8.101
IP CH. 15.000 RL.8.006
IP CH. 15.001 RL.7.956
IP CH. 26.202 RL.7.676
IP CH. 41.798 RL.7.052
CH.43.283 RL.6.975
CH.40.312 RL.7.112
ROAD HOFMANN DRIVE
CH.72.196 RL.5.475
IP CH. 82.441 RL.4.943
IP CH. 108.636 RL.4.804
CENTRELINE
SAG CH. 200.453 RL.4.342
NATURAL SURFACE
IP CH. 218.496 RL.4.437
CH.92.687 RL.4.889
IP CH. 201.433 RL.4.321
CH.208.660 RL.4.370
CH.194.205 RL.4.358
CH.217.460 RL.4.430
CH.219.533 RL.4.441
Horiz Curve Data R-60m R30m R90m R100m R-100m
Vertical Geometry Grade (%) -2.5% -2.5% -4% -5.189% -0.532% -0.521% 0.684% 0.386%
Vertical Curve Length (m) L2.971 L20.491 L14.455 L2.073
Vertical Curve Radius (m) R250 R440 R1200 R695
DATUM R.L.0.000
NEW ROUNDABOUT NEW SEAL
WORKS EXTENT
CUT 0 0 42.376 120.05 52.632 18.404 1.284 0 0.366 28.255 3.663 1.139
VOLUMES
FILL 177.166 218.647 24.611 0 0.429 31.81 104.122 192.91 333.675 47.759 23.653 14.494
NATURAL SURFACE
7.982
7.113
6.745
6.236
6.225
6.116
6.085
5.989
5.773
5.773
5.642
5.437
5.297
5.053
4.940
4.663
4.386
4.351
4.220
4.115
4.019
3.785
3.482
3.690
4.233
4.247
4.426
4.436
4.441
4.442
4.475
4.512
4.549
CUT / FILL DEPTH
-0.488
-0.719
-0.909
-0.888
-0.887
-0.859
-0.846
-0.805
-0.672
-0.672
-0.466
-0.038
-0.082
-0.255
-0.276
-0.358
-0.422
-0.476
-0.648
-0.876
-0.654
-0.110
-0.095
-0.001
-0.002
-0.018
-0.008
-0.000
0.158
0.164
0.090
0.055
0.006
DESIGN LEVELS ON
8.470
7.831
7.654
7.124
7.112
6.975
6.931
6.794
6.446
6.445
6.108
5.475
5.139
4.889
4.850
4.745
4.641
4.627
4.578
4.536
4.495
4.432
4.358
4.344
4.342
4.342
4.370
4.430
4.441
4.443
4.494
4.520
4.549
ROAD CENTRELINE
142.609
152.052
167.915
194.205
198.075
200.453
219.533
233.073
247.514
26.753
40.312
43.283
44.134
46.773
53.484
72.196
92.687
208.66
217.46
CHAINAGE
53.49
100
120
140
160
180
200
220
240
20
40
60
80
0
LONGITUDINAL SECTION NEW HOFMANN DRV
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: 19 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 HOFMANN DRIVE LONGITUDINAL SECTION R48 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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