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Approved Plans OPW17/0055
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PRELIMINARY PAVEMENT DESIGN
SUBGRADE TRAFFIC SURFACING SUB-BASE BLANKET TOTAL BOX
ROAD ROAD CLASS BASE (mm)
CBR ESA'S (mm) (mm) (mm) (mm) CONCRETE PAVEMENT DESIGN:
150 150mm THICK 40MPa CONCRETE - BROOM FINISHED
BILLABONG PRD 3* - INTERNAL 150 (CBR45) - - 300
CONCRETE SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
* ASSUMED SUBGRADE CBR DOWELLED JOINT WITH 150mm CBR 45 BASE.
- PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
- ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
NOTE:
INTERSECTION THE PROMENADE RL 102.080
REFER DRG 16-003302-4300 FOR
START OF CONSTRUCTION
CONTROL LINE HORIZONTAL SETOUT.
END OF CONSTRUCTION CH277.792
CH 11.589 RL 105.229
CROSSOVER IN ACCORDANCE NOTE:
* REFER BULK EARTHWORKS DRAWINGS
FOR FINISHED SURFACE LEVELS
* WITH I.P.W.E.A.Q STANDARD
DRAWING RS-051. REFER TO DRG
16-03302-4800 SERIES FOR DETAIL
REFER DRG 16-003302-4307 FOR LIPS
INTERSECTION SETOUT AND LEVELS.
EXISTING SURFACE
9.00m DESIGN SURFACE
1.50m 6.00m 1.50m
* 3.0% 3.0% VARIES
*
3.0% 3.0%
CONCRETE EDGE
THICKENING INDICATIVE DRAINAGE
200mm THICK x 100mm
WIDE. (TYPICAL) 150mm CONCRETE SURFACE
AND PAVEMENT (TYPICAL)
IP CH 18.188 RL 104.818
IP CH 273.792 RL 102.046
IP CH 3.501 RL 105.571
IP CH 8.501 RL 105.421
TYPICAL SECTION
BILLABONG PRD
SCALE (A1): 1:100
SCALE (A3): 1:200
VC 5.0 VC 10.0
(R155.2)(R194.6)
-3.000% -6.222% -1.085% -3.000%
-3.035%
DATUM RL 91.0
-0.032
-0.078
-0.115
-0.204
104.238 -0.318
104.021 -0.434
103.804 -0.525
103.587 -0.620
103.370 -0.703
103.153 -0.708
102.936 -0.534
102.719 -0.505
102.502 -0.481
102.285 -0.223
102.118 -0.141
101.812 -0.181
0.621
0.839
0.641
0.510
0.375
0.318
0.254
0.155
0.022
0.022
CUT (-) / FILL
105.290
105.219
105.113
104.972
104.972
104.914
104.854
104.671
104.455
LHS LIP LEVEL
105.290
105.219
105.113
104.972
104.972
104.914
104.854
104.671
104.455
104.238
104.021
103.804
103.587
103.370
103.153
102.936
102.719
102.502
102.285
102.044
RHS LIP LEVEL
105.677
105.571
105.496
105.401
105.265
105.200
105.129
105.023
104.882
104.882
104.824
104.764
104.581
104.365
104.148
103.931
103.714
103.497
103.280
103.063
102.846
102.629
102.412
102.195
102.046
101.926
DESIGN SURFACE
105.056
104.732
104.855
104.890
104.891
104.881
104.875
104.868
104.860
104.860
104.857
104.841
104.697
104.568
104.466
104.365
104.239
104.117
103.983
103.771
103.380
103.134
102.893
102.419
102.187
102.107
EXISTING SURFACE
100.000
120.000
140.000
160.000
180.000
200.000
220.000
240.000
260.000
273.792
277.792
11.001
12.051
13.188
15.025
18.188
18.188
20.000
23.188
40.000
60.000
80.000
0.000
3.501
6.001
8.501
CHAINAGES
HORIZONTAL CURVES R10.000 R-10.000
BILLABONG PRD
-
REFER EXTERNAL DRG'S FOR DETAILS SCALE HORIZ 1:1000
SCALE VERT 1:100
NOOSA COUNCIL
APPROVED PLAN
OPW17/0055 13 APR 2017
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL 1:1000 10 0 10 20 30 40 50 A1 PALM LAKE WORKS PTY LTD PALM LAKE RESORT
BILLABONG PRD
2 NOT FOR CONSTRUCTION 1:2000
HORIZONTAL
A3
STAGE 4 & 5 LONGITUDINAL SECTION
3
4 DESIGN APPROVED 1:100 2 1 0 2 4 A1 19 TRADING POST ROAD - COOROY & DETAILS SHEET 3 OF 5
5 ANDREW McPHAIL RPEQ 6921 1:200 A3 PROJECT No. DRAWING No. REVISION
6 VERTICAL DISCLAIMER
7
C 2015 www.calibreconsulting.co
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
4304 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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