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Roadworks Design Attachment 1 - 1856-R30_R71_E
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EXTENT OF NEW WORKS
30mm 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)
THE ABOVE IS SUBJECT TO TESTING & FINAL PAVEMENT DESIGN APPROVAL
NATURAL SURFACE
GRADE LINE
LOT 15 LOT 14 LOT 14 LOT 13 LOT 13 LOT 12
CREST CH. 309.873 RL.4.665
CREST CH. 18.849 RL.4.774
CREST CH. 1.340 RL.4.417
SAG CH. 1.275 RL.4.417
IP CH. 256.458 RL.4.393
IP CH. 96.614 RL.4.377
SAG CH. 6.550 RL.4.089
SAG CH. 172.549 RL.3.642
SAG CH. 367.993 RL.2.860
IP CH. 1.500 RL.4.317
IP CH. 9.703 RL.4.314
CH.261.458 RL.4.418
CH.251.458 RL.4.346
IP CH. 8.050 RL.4.277
CH.101.614 RL.4.327
IP CH. 6.100 RL.4.129
CH.91.614 RL.4.403
CH.167.335 RL.3.668
IP CH. 347.350 RL.3.233
CH.177.335 RL.3.664
IP CH. 362.043 RL.3.039
NEW WATERMAIN
NEW STORMWATER
NEW STORMWATER
Horiz Curve Data R-20m R-20m R-20m R25m R-25m
-3.006%
-8.889%
-1.323%
-3.001%
12.533%
2.269%
5.024%
3%
Vertical Geometry Grade (%) -0.51% -1.004% 0.921% 0.51% -3.82%
Vertical Curve Length (m) L10 L10 L10
Vertical Curve Radius (m) R2025.049 R519.493 R2430.762
DATUM R.L.-5.000
CUT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19.884 77.619
VOLUMES
FILL 105.757 386.372 458.413 431.134 404.921 439.195 507.597 527.808 479.352 428.234 413.76 430.134 477.611 495.037 528.082 452.629 105.216 14.84 0
NATURAL SURFACE
3.674
3.548
3.395
3.387
3.431
3.410
3.340
3.346
3.251
3.226
2.855
2.739
2.577
2.541
2.408
2.397
2.398
2.428
2.473
2.765
2.888
2.927
3.008
3.017
3.041
3.110
3.111
3.112
3.143
3.149
3.152
3.126
3.128
3.133
3.147
3.641
4.077
CUT / FILL DEPTH
-0.743
-0.671
-1.374
-1.340
-1.235
-1.155
-1.122
-1.057
-1.092
-1.101
-1.288
-1.327
-1.365
-1.375
-1.334
-1.271
-1.243
-1.235
-1.215
-1.108
-1.121
-1.129
-1.151
-1.224
-1.305
-1.300
-1.307
-1.316
-1.370
-1.376
-1.463
-1.334
-1.150
-0.938
-0.367
0.575
1.134
DESIGN LEVELS ON
4.417
4.219
4.768
4.727
4.666
4.564
4.462
4.403
4.343
4.327
4.143
4.066
3.942
3.915
3.741
3.668
3.642
3.664
3.688
3.872
4.008
4.057
4.159
4.241
4.346
4.410
4.418
4.429
4.513
4.526
4.615
4.461
4.278
4.071
3.514
3.066
2.944
ROAD CENTRELINE
101.614
127.645
142.649
167.335
172.549
177.335
214.748
251.458
261.458
263.544
282.546
325.424
370.781
27.987
91.614
231.16
315.22
CHAINAGE
7.587
100
120
140
160
180
200
220
240
260
280
300
320
340
360
20
40
60
80
0
LONGITUDINAL SECTION LOT 10-15 NEW DRIVEWAY
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 1:2000 (Horiz.) A3 AT NOOSA CIVIC, WALTER HAY DRIVE
25-08-20 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 25 OF 42
0 20 40 60 80 100m
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 2 4 6 8 10m (RPEQ 19358) p 07 5443 8285 LOT 10-15 DRIVEWAY LONGITUDINAL SECTION R54 E
CL
SCALE 1:200 (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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