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Approved Plans OPW17/0055
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Log in to see the plans as drawnDocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
PRELIMINARY PAVEMENT DESIGN -
ROAD
SUBGRADE
CBR
TRAFFIC
ESA'S
ROAD CLASS
SURFACING
(mm)
BASE (mm)
SUB-BASE
(mm)
BLANKET
(mm)
TOTAL BOX
(mm) NOOSA COUNCIL
CLEARWATER DRIVE 3* - INTERNAL
150
CONCRETE
150 (CBR45) - - 300
APPROVED PLAN * REFER BULK EARTHWORKS DRAWINGS
FOR FINISHED SURFACE LEVELS
*
* ASSUMED SUBGRADE CBR
-
-
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.
OPW17/0055 13 APR 2017
END OF CONSTRUCTION CH1076.301
9.50m
HP CH 699.536 RL 107.323
INTERSECTION BILLABONG PRD
1.50m 6.00m 2.00m
* *
INTERSECTION RAINBOW WAY
VARIES
VARIES
INTERSECTION SEAHORSE DRIVE
3.0% 3.0% 3.0% 3.0%
CH 1076.301 RL 103.679
CH 869.367 RL 103.452
START OF CONSTRUCTION
CH 976.051 RL 103.475
CONCRETE EDGE
HP CH 1067.183 RL 103.717
THICKENING
CH 1030.577 RL 103.047
INDICATIVE DRAINAGE
INTERSECTION SURF WAY
HP CH 976.550 RL 103.428
LP CH 1026.145 RL 103.047
200mm THICK x 100mm
LP CH 899.448 RL 102.733
150mm CONCRETE SURFACE
CH 899.080 RL 102.733
WIDE. (TYPICAL)
AND PAVEMENT (TYPICAL)
JOIN NEATLY TO CH 869.367 - 976.051
EXISTING PAVEMENT
TYPICAL SECTION
DESIGN SURFACE
CLEARWATER DRIVE
SCALE (A1): 1:100
EXISTING SURFACE SCALE (A3): 1:200
EXISTING EXISTING
STAGE 2 STAGE 1A
9.50m
1.75m 6.00m 1.75m
* *
IP CH 1030.577 RL 102.982
IP CH 1064.167 RL 103.770
IP CH 723.706 RL 107.564
IP CH 1073.301 RL 103.679
IP CH 799.078 RL 105.273
IP CH 849.086 RL 103.891
IP CH 869.367 RL 103.452
IP CH 894.210 RL 102.657
IP CH 976.051 RL 103.475
VARIES
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)
CH 976.051 - END
VC 80.0 VC 20.0 VC 20.0 VC 20.0 VC 15.0
(R2110.8) (R476.2) (R1049.9) (R615.3) (R448.4) TYPICAL SECTION
0.750% -3.040% -2.762% -2.166% -3.200% 1.000% -0.905% 2.346% -1.000%-3.000% CLEARWATER DRIVE
SCALE (A1): 1:100
DATUM RL 91.0 SCALE (A3): 1:200
103.349 -0.090
-0.559
-0.568
-0.682
-0.751
-0.706
-0.697
-0.547
-0.536
-0.486
-0.435
-0.399
-0.393
-0.595
103.542 0.694
103.202 0.637
103.067 0.614
0.675
0.778
0.790
0.899
103.005 0.980
103.205 0.806
0.627
0.579
0.584
0.619
0.021
0.020
0.097
0.135
CUT (-) / FILL
102.852
102.823
102.824
102.847
103.339
103.405
103.414
103.465
103.518
103.518
103.512
103.475
103.168
103.162
103.137
103.153
103.293
103.307
103.684
103.750
103.797
103.807
103.699
103.581
102.046
LHS LIP LEVEL
103.542
103.202
103.067
102.800
102.714
102.721
102.798
103.005
103.205
103.339
103.405
103.414
103.627
103.518
103.518
103.512
103.475
103.349
103.134
103.121
103.025
103.094
103.293
103.307
103.684
103.750
103.797
103.807
103.674
RHS LIP LEVEL
CONCRETE PAVEMENT DESIGN:
103.452
103.112
102.977
102.762
102.733
102.734
102.757
102.915
103.115
103.249
103.315
103.324
103.375
103.428
103.428
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