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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
CREST CH. 181.374 RL.8.944
NATURAL SURFACE
IP CH. 186.868 RL.9.021
CH.207.651 RL.8.811
CH.166.086 RL.8.899
IP CH. 328.852 RL.8.201
IP CH. 328.853 RL.8.251
ROAD C CENTRELINE
CH.100.251 RL.8.512
CH.89.578 RL.8.354
IP CH. 329.013 RL.8.351
IP CH. 329.078 RL.8.351
IP CH. 94.914 RL.8.481
IP CH. 340.283 RL.7.650
IP CH. 70.384 RL.7.900
CH.78.085 RL.8.082
CH.62.684 RL.7.850
SAG CH. 298.393 RL.8.016
IP CH. 268.956 RL.8.192
SAG CH. 41.098 RL.7.722
CH.45.360 RL.7.736
CH.303.349 RL.8.032
IP CH. 298.433 RL.8.000
IP CH. 14.840 RL.8.101
IP CH. 14.775 RL.8.101
CH.293.516 RL.8.032
IP CH. 15.000 RL.8.001
IP CH. 39.976 RL.7.701
IP CH. 15.001 RL.7.951
CH.34.591 RL.7.754
Horiz Curve Data R80m R-50m R-80m R200m
-6.256%
0%
Vertical Geometry Grade (%) -2.5% -1.001% 0.656% 2.367% -1.011% -0.65% 0.661%
Vertical Curve Length (m) L10.769 L15.401 L10.673 L41.564 L9.833
Vertical Curve Radius (m) R650 R900 R2600 R750
DATUM R.L.4.000
NEW ROUNDABOUT NEW SEAL NEW ROUNDABOUT
WORKS EXTENT
CUT 137.194 355.476 526.244 553.01 540.159 532.012 531.146 550.4 620.252 690.175 612.868 358.406 74.569 1.773 67.842 19.177
VOLUMES
FILL 0 0 0 0 0 0 0 0 0 0 0 0 18.232 170.576 171.96 0
NATURAL SURFACE
7.982
8.162
8.170
8.211
8.299
8.327
8.436
8.641
8.671
8.822
8.842
8.897
8.909
8.947
9.006
9.007
9.116
9.126
9.270
9.445
9.486
9.614
9.741
9.732
9.730
9.654
9.207
8.748
8.574
7.860
7.549
7.476
7.460
7.426
7.342
9.566
9.358
8.676
8.547
CUT / FILL DEPTH
-0.488
-0.260
-0.483
-0.540
-0.558
-0.606
-0.742
0.261
0.313
0.457
0.576
0.605
0.700
0.809
0.822
0.740
0.714
0.650
0.636
0.592
0.495
0.495
0.497
0.498
0.525
0.582
0.587
0.670
0.864
0.921
0.938
0.967
0.722
0.412
0.292
1.423
1.190
1.009
0.897
DESIGN LEVELS ON
8.470
7.901
7.858
7.754
7.723
7.722
7.736
7.832
7.850
8.082
8.128
8.247
8.273
8.354
8.510
8.512
8.619
8.628
8.746
8.863
8.899
8.944
8.877
8.811
8.791
8.686
8.484
8.336
8.282
8.120
8.032
8.016
8.018
8.032
8.084
8.143
8.167
7.668
7.650
ROAD CENTRELINE
100.251
118.433
166.086
207.651
209.637
254.722
293.516
298.393
303.349
311.175
323.727
343.853
24.288
34.591
41.098
62.684
78.085
85.037
86.128
89.578
CHAINAGE
45.36
100
120
140
160
180
200
220
240
260
280
300
320
340
20
40
60
80
0
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: 22 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 C LONGITUDINAL SECTION R51 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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