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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
APPROACH GRADE AS AUSTROAD 'GUIDE TO ROAD
DESIGN PART 4B: ROUNDABOUTS'
APPROX. 4% FOR DESIGN VEHICLE LENGTH (12.5m)
IP CH. 12.040 RL.8.157
IP CH. 12.105 RL.8.157
IP CH. 12.265 RL.8.007
IP CH. 24.000 RL.7.713
IP CH. 34.157 RL.7.281
IP CH. 58.830 RL.5.068
SAG CH. 200.475 RL.4.342
IP CH. 218.496 RL.4.437
IP CH. 201.433 RL.4.321
Horiz Curve Data R-60m R30m R90m R49.9m R-49.9m
-2.506%
-1.5%
0.5%
0%
Vertical Geometry Grade (%) -4.256% -8.966% -0.524% 0.684%
L11.776 L37.146 L14.498 L3.027
Vertical Curve Length (m)
Vertical Curve Radius (m) R250 R440 R1200 R695
DATUM R.L.0.000
CUT 0 13.101 114.714 70.84 10.911 0.477 0 0 0 0.262 0
VOLUMES
FILL 191.199 71.365 1.682 2.828 9.46 79.885 207.93 316.776 473.369 132.813 45.036
NATURAL SURFACE
7.982
7.113
6.745
6.668
6.236
6.235
6.227
6.085
5.989
5.773
5.773
5.642
5.349
5.297
4.940
4.663
4.386
4.351
4.110
3.928
3.749
3.487
3.487
3.475
4.222
4.236
4.425
4.435
4.435
4.440
4.440
4.462
CUT / FILL DEPTH
-0.356
-0.701
-0.850
-0.863
-0.521
-0.518
-0.507
-0.318
-0.208
-0.085
-0.257
-0.278
-0.428
-0.542
-0.685
-0.880
-0.880
-0.883
-0.121
-0.107
-0.001
-0.001
-0.000
0.027
0.027
0.236
0.378
0.340
0.087
0.055
0.008
0.008
DESIGN LEVELS ON
8.338
7.813
7.596
7.531
6.757
6.753
6.734
6.403
6.198
5.747
5.746
5.406
4.971
4.957
4.852
4.748
4.643
4.629
4.538
4.470
4.433
4.367
4.367
4.359
4.342
4.342
4.370
4.427
4.427
4.441
4.441
4.462
ROAD CENTRELINE
142.608
192.579
192.624
194.184
200.475
208.682
216.983
217.014
228.376
26.753
28.268
40.045
40.258
44.134
46.773
53.484
77.403
173.05
220.01
CHAINAGE
53.49
100
120
140
160
180
200
220
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:
DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
0 1 2 3 4 5m (RPEQ 19358) p 07 5443 8285 HOFMANN DRIVE LONGITUDINAL SECTION R48 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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