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16-003302-4303
From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.
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DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
PRELIMINARY PAVEMENT DESIGN
SUBGRADE TRAFFIC SURFACING SUB-BASE BLANKET TOTAL BOX
ROAD ROAD CLASS BASE (mm)
CBR ESA'S (mm) (mm) (mm) (mm)
CLEARWATER DRIVE 3* - INTERNAL
150
CONCRETE
150 (CBR45) - - 300 * 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.
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
103.422
103.385
103.259
103.078
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Section 2
103.072
103.047
103.063
103.203
103.217
103.594
103.660
103.707
103.717
103.695
103.679
103.589
150mm THICK 40MPa CONCRETE - BROOM FINISHED
DESIGN SURFACE SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
DOWELLED JOINT WITH 150mm CBR 45 BASE.
103.655
102.758
102.475
102.363
102.087
101.955
101.944
101.858
101.934
102.309
102.622
102.736
102.740
102.756
103.406
103.408
103.325
103.250
1000.000 103.349
1020.000 103.637
1020.577 103.640
1026.145 103.729
1030.577 103.814
1040.000 103.909
1040.577 103.914
1056.667 104.140
1060.000 104.196
1064.167 104.193
1067.183 104.153
1071.667 104.094
1073.301 104.072
1076.301 104.184
106.449
106.486
106.636
106.786
106.936
107.086
107.236
107.264
107.323
107.323
107.224
107.185
106.936
106.457
106.348
105.853
105.273
105.247
104.695
104.142
103.891
EXISTING SURFACE
NOTE:
575.000
580.000
600.000
620.000
640.000
660.000
680.000
683.706
699.536
700.000
720.000
723.706
740.000
760.000
763.706
780.000
799.078
800.000
820.000
840.000
849.086
860.000
869.367
880.000
884.210
894.210
899.448
900.000
904.210
920.000
940.000
953.428
960.000
960.915
966.051
976.051
976.550
980.000
986.051
REFER DRG 16-003302-4300 FOR
CHAINAGES CONTROL LINE HORIZONTAL SETOUT.
HORIZONTAL CURVES R10.000
NOTE:
REFER DRG 16-003302-4307 FOR LIPS
CLEARWATER DRIVE INTERSECTION SETOUT AND LEVELS.
SCALE HORIZ 1:1000
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
CLEARWATER DRIVE
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 2 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.
4303 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD