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Approved Plans OPW17/0055
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Plans and drawings
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Log in to see the plans as drawnDocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
PRELIMINARY PAVEMENT DESIGN CONCRETE PAVEMENT DESIGN:
ROAD
SUBGRADE TRAFFIC
ROAD CLASS
SURFACING
(mm)
BASE (mm)
SUB-BASE
(mm)
BLANKET
(mm)
TOTAL BOX
(mm)
150mm THICK 40MPa CONCRETE - BROOM FINISHED
SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
* REFER BULK EARTHWORKS DRAWINGS
FOR FINISHED SURFACE LEVELS
*
CBR ESA'S
150 SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT TO BE
THE PROMENADE 3* - INTERNAL 150 (CBR45) - - 300 DOWELLED JOINT WITH 150mm CBR 45 BASE.
CONCRETE
* 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. NOTE: 12.60m
REFER DRG 16-003302-4300 FOR
CONTROL LINE HORIZONTAL SETOUT.
*
VARIES
3.10m 8.00m 1.50m
VARIES
*
3.0% 3.0% 3.0% 3.0%
INTERSECTION BILLABONG PARADE
NOTE:
END OF CONSTRUCTION CH169.371
START OF CONSTRUCTION
CH3.000 RL 102.270
INTERSECTION SEAHORSE DRIVE
CONCRETE EDGE
INTERSECTION LAKESIDE VISTA
REFER DRG 16-003302-4307 FOR LIPS
INTERSECTION RAINBOW WAY
THICKENING
HP CH 282.289 RL 103.192
INTERSECTION SETOUT AND LEVELS. INDICATIVE DRAINAGE
LP CH 310.510 RL 103.036
200mm THICK x 100mm
WIDE. (TYPICAL) 150mm CONCRETE SURFACE
CH 127.045 RL 101.500
AND PAVEMENT (TYPICAL)
CH 150.732 RL 101.764
CH 27.000 RL 102.078
CH 61.500 RL 101.650
CH 77.000 RL 101.875
CH 3.000 - 30.000
TYPICAL SECTION
JOIN NEATLY TO EXISTING PAVEMENT
THE PROMENADE
SCALE (A1): 1:100
EXISTING SURFACE SCALE (A3): 1:200
EXISTING 1 IN 4 BATTER 11.50m
TO EXISTING SURFACE
DESIGN SURFACE *
VARIES
2.00m 8.00m 1.50m
VARIES
*
3.0% 3.0%
EXISTING EXISTING 3.0% 3.0%
STAGE 1A STAGE 2
CONCRETE EDGE
IP CH 225.046 RL 102.468
IP CH 150.732 RL 101.641
THICKENING
IP CH 127.045 RL 101.500
IP CH 209.286 RL 102.027
IP CH 278.499 RL 103.299
IP CH 319.048 RL 102.893
IP CH 413.046 RL 105.234
IP CH 61.500 RL 101.650
IP CH 74.000 RL 101.900
200mm THICK x 100mm INDICATIVE DRAINAGE
WIDE. (TYPICAL) 150mm CONCRETE SURFACE
AND PAVEMENT (TYPICAL)
CH 30.000 - END
TYPICAL SECTION
THE PROMENADE
VC 30.0 VC 35.0 VC 40.0 VC 60.0 SCALE (A1): 1:100
(R1401.1) (R1370.6) (R1145.9) (R3447.3) SCALE (A3): 1:200
-0.800% 2.002% -0.754% 0.595% 0.664% 0.658% 2.800% 1.553% -1.000% 2.490% 0.750%
DATUM RL 89.0 TYPE 'B'
JOINT FILLING
101.942 -0.502
101.585 -0.851
101.533 -0.857
102.020 -0.582
101.975 -0.623
101.824 -0.453
101.673 -0.143
0.793
102.102 0.032
101.620 0.018
101.697 0.557
0.879
0.984
1.168
1.295
1.514
2.187
1.715
CUT (-) / FILL REFER DETAIL CAP & GREASE THIS END
EQ
101.745
101.761
101.792
101.810
101.823
101.842
101.884
LHS LIP LEVEL EXISTING SLAB NEW SLAB
102.102
101.942
101.782
101.770
101.961
101.916
101.824
101.673
101.620
101.697
101.745
101.924
101.792
101.810
101.823
101.842
101.884
RHS LIP LEVEL
102.142
101.982
101.822
101.662
101.650
101.900
101.855
101.704
101.553
101.500
101.577
101.625
101.641
101.672
101.690
101.703
101.722
101.764
DESIGN SURFACE
EQ
DRILL & EPOXY DOWEL BARS
101.349
101.949
102.324
102.512
102.507
102.482
102.478
102.156
101.696
101.482
101.020
100.746
100.657
100.505
100.395
100.189
100.050
101.834
101.928
101.978
102.107
102.334
102.447
102.468
102.701
103.011
103.027
103.187
103.190
103.192
103.124
103.093
103.084
103.036
103.068
103.075
103.391
103.415
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