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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)
MERMAID CT 3* - INTERNAL
150
CONCRETE
150 (CBR45) - - 300 NOOSA COUNCIL
150
LAKESIDE VISTA 3* - INTERNAL
CONCRETE
150 (CBR45) - - 300
APPROVED PLAN * REFER BULK EARTHWORKS DRAWINGS
*
SURF WAY 3* - INTERNAL
150
150 (CBR45) - - 300 FOR FINISHED SURFACE LEVELS
CONCRETE
OPW17/0055 13 APR 2017
* ASSUMED SUBGRADE CBR
- PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
BDY
BDY
INTERSECTION CLEARWATER DRIVE RL 102.890
- ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED. 1.00m 4.00m 1.00m
* *
INTERSECTION RAINBOW WAY RL 102.220
INTERSECTION THE PROMENADE RL 101.650
VARIE S
S 3.0% 3.0% 3.0% 3.0% VARIE
END OF CONSTRUCTION CH 83.595
START OF CONSTRUCTION CH 0.000
START OF CONSTRUCTION CH 0.000
INTERSECTION BILLABONG PRD RL 104.198
CONCRETE EDGE THICKENING -
INDICATIVE DRAINAGE
END OF CONSTRUCTION
200mm THICKx100mm WIDE.
END OF CONSTRUCTION
START OF CONSTRUCTION CH 0.000
CH 44.016 RL 104.780
150mm THICK CONCRETE
CH 64.075 RL 100.950
SURFACE AND PAVEMENT
LP CH 59.005 RL 100.855
EXISTING SURFACE
TYPICAL SECTION
DESIGN SURFACE MERMAID CT
DESIGN SURFACE DESIGN SURFACE SCALE (A1): 1:100
EXISTING SURFACE SCALE (A3): 1:200
EXISTING SURFACE
9.00m
1.50m 6.00m 1.50m
* *
IP CH 60.000 RL 100.800
VARIES
IP CH 4.000 RL 101.530
IP CH 3.000 RL 104.289
IP CH 46.000 RL 101.110
3.0% 3.0% 3.0%
3.0%
CONCRETE EDGE
THICKENING
200mm THICK x 100mm INDICATIVE DRAINAGE
WIDE. (TYPICAL) 150mm CONCRETE SURFACE
AND PAVEMENT (TYPICAL)
VC 10.0 VC 8.0 TYPICAL SECTION
(R823.5) (R135.7)
3.000% 0.809% -3.000% -1.000% -2.214%3.681% -0.800% LAKESIDE VISTA & SURF WAY
SCALE (A1): 1:100
DATUM RL 94.0 DATUM RL 90.0 DATUM RL 90.0 SCALE (A3): 1:200
-0.303
104.202 -0.223
104.486 -0.079
101.812 -0.857
101.745 -0.891
101.460 -0.653
102.343 -0.306
102.290 -0.888
102.250 -1.096
102.263 -1.289
101.621 -1.388
104.648 0.044
104.699 0.055
0.170
0.167
0.191
0.340
0.485
0.587
0.632
0.894
0.900
106.351 0.771
102.663 1.383
102.503 0.672
CUT (-) / FILL CUT (-) / FILL CUT (-) / FILL
CONCRETE PAVEMENT DESIGN:
101.260
101.250
101.185
101.089
100.964
100.885
100.899
101.027
101.030
LHS LIP LEVEL LHS LIP LEVEL LHS LIP LEVEL 150mm THICK 40MPa CONCRETE - BROOM FINISHED
SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
102.046
104.324
104.486
104.768
104.705
101.460
101.260
101.250
101.185
101.089
100.979
100.945
100.949
101.037
101.040
104.851
102.663
102.503
102.343
102.290
102.250
103.510
103.518
DOWELLED JOINT WITH 150mm CBR 45 BASE.
RHS LIP LEVEL RHS LIP LEVEL RHS LIP LEVEL
NOTE:
104.199
104.289
104.426
104.588
104.620
101.650
101.530
101.370
101.170
101.160
101.095
100.999
100.889
100.855
100.859
100.947
100.950
102.733
102.573
102.413
102.253
102.200
102.160
102.093
102.065
DESIGN SURFACE DESIGN SURFACE DESIGN SURFACE REFER DRG 16-003302-4300 FOR
CONTROL LINE HORIZONTAL SETOUT.
104.502
104.512
104.505
104.544
104.566
102.507
102.421
102.023
101.000
100.993
100.904
100.659
100.404
100.268
100.227
100.054
100.050
101.963
101.191
101.741
102.559
103.088
103.256
103.383
103.452
EXISTING SURFACE EXISTING SURFACE EXISTING SURFACE
NOTE:
REFER DRG 16-003302-4307 FOR LIPS
20.000
40.000
44.016
20.000
40.000
41.000
46.000
51.000
56.000
59.005
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