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Approved Plans OPW17/0055
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PRELIMINARY PAVEMENT DESIGN
SURFACING SUB-BASE BLANKET TOTAL BOX -
SUBGRADE TRAFFIC
ROAD ROAD CLASS BASE (mm)
SEAHORSE DRIVE
CBR
3*
ESA'S
- INTERNAL
(mm)
150
150 (CBR45)
(mm)
-
(mm)
-
(mm)
300
NOOSA COUNCIL
RAINBOW WAY 3* - INTERNAL
CONCRETE
150
150 (CBR45) - - 300 APPROVED PLAN * REFER BULK EARTHWORKS DRAWINGS
FOR FINISHED SURFACE LEVELS
*
CONCRETE
* ASSUMED SUBGRADE CBR
OPW17/0055 13 APR 2017
- PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
9.00m
INTERSECTION CLEARWATER DRIVE RL 103.200
- ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
INTERSECTION CLEARWATER DRIVE RL 103.58
1.50m 6.00m 1.50m
* *
INTERSECTION THE PROMENADE RL 102.030
3.0% VARIES
END OF CONSTRUCTION CH 146.250
3.0% 3.0% 3.0%
END OF CONSTRUCTION CH 146.250
INTERSECTION THE PROMENADE RL 101.501
CONCRETE EDGE
START OF CONSTRUCTION CH 0.000
THICKENING
200mm THICK x 100mm INDICATIVE DRAINAGE
START OF CONSTRUCTION CH 0.000
INTERSECTION SURF WAY
WIDE. (TYPICAL) 150mm CONCRETE SURFACE
CH 55.801 RL 102.065
AND PAVEMENT (TYPICAL)
EXISTING SURFACE TYPICAL SECTION
DESIGN SURFACE
DESIGN SURFACE SEAHORSE DRIVE
EXISTING SURFACE SCALE (A1): 1:100
SCALE (A3): 1:200
9.50m
1.50m 6.00m 2.00m
* VARIES
*
IP CH 143.250 RL 103.518
3.0% 3.0% 3.0%
3.0%
IP CH 4.000 RL 101.621
IP CH 55.801 RL 102.065
CONCRETE EDGE
THICKENING
200mm THICK x 100mm INDICATIVE DRAINAGE
WIDE. (TYPICAL)
150mm CONCRETE SURFACE
AND PAVEMENT (TYPICAL)
TYPICAL SECTION
RAINBOW WAY
0.800% 3.000% 0.856% 1.662% -3.000%
SCALE (A1): 1:100
DATUM RL 91.0 DATUM RL 91.0 SCALE (A3): 1:200
-0.602
102.127 -0.841
102.287 -1.037
102.447 -1.042
102.607 -0.942
102.767 -0.916
102.927 -0.883
103.097 -0.706
103.679 -0.685
101.848 -0.238
102.019 -1.318
102.155 -1.388
102.224 -1.350
102.557 -0.666
102.889 -0.077
0.027
101.675 0.027
103.221 0.507
103.533 0.320
103.483 0.208
103.679 0.021
CUT (-) / FILL CUT (-) / FILL
LHS LIP LEVEL LHS LIP LEVEL CONCRETE PAVEMENT DESIGN:
150mm THICK 40MPa CONCRETE - BROOM FINISHED
SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
101.876
102.127
102.287
102.447
102.607
102.767
102.927
103.571
101.876
101.620
101.848
102.019
102.155
102.224
102.557
102.889
103.221
103.571
103.518
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
RHS LIP LEVEL RHS LIP LEVEL DOWELLED JOINT WITH 150mm CBR 45 BASE.
101.877
102.037
102.197
102.357
102.517
102.677
102.837
102.997
103.047
101.501
101.621
101.758
101.929
102.065
102.134
102.467
102.799
103.131
103.464
103.518
103.428
DESIGN SURFACE DESIGN SURFACE NOTE:
REFER DRG 16-003302-4300 FOR
CONTROL LINE HORIZONTAL SETOUT.
102.480
102.878
103.234
103.400
103.459
103.594
103.720
103.704
103.732
101.475
101.594
101.996
103.247
103.452
103.484
103.133
102.876
102.625
103.144
103.310
103.406
EXISTING SURFACE EXISTING SURFACE
NOTE:
100.000
120.000
140.000
146.250
100.000
120.000
140.000
143.250
146.250
20.000
40.000
60.000
80.000
20.000
40.000
55.801
60.000
80.000
0.000
0.000
4.000
CHAINAGES CHAINAGES REFER DRG 16-003302-4307 FOR LIPS
INTERSECTION SETOUT AND LEVELS.
HORIZONTAL CURVES HORIZONTAL CURVES
SEAHORSE DRIVE RAINBOW WAY
SCALE HORIZ 1:1000 SCALE HORIZ 1:1000
SCALE VERT 1:100 SCALE VERT 1:100
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 LONGITUDINAL SECTION
2 NOT FOR CONSTRUCTION 1:2000 A3
STAGE 4 & 5
3 HORIZONTAL
& DETAILS SHEET 5 OF 5
4 DESIGN APPROVED 1:100 2 1 0 2 4 A1 19 TRADING POST ROAD - COOROY
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