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Rfi - C6535-25-FULL Set 2025-06-18
PAVEMENT DETAILS - ROAD 1
45mm DENSE GRADED ASPHALT SURFACING (DG14)
-SEAL COAT ([email protected]/m²)
125mm BASE (TYPE 2, SUBTYPE 2.2)
200mm SUB-BASE (TYPE 2, SUBTYPE 2.3)
I.P.310.000, 124.780
200mm LOWER SUB-BASE (TYPE 2, SUBTYPE 2.5)
PRIMERSEAL TO COMPRISE OF A 7mm AGGREGATE AND A MINIMUM
COVERAGE OF 120 m²/m³
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING
330.000, 127.250
SOIL TESTS BY GEOTECHNICAL ENGINEER.
SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.
SUBSOIL DRAINAGE BENEATH ALL KERBS.
310.000, 124.598
290.000, 121.580
PROPOSED
FINISHED
SURFACE.
I.P.180.000, 103.980
CREST 66.772, 103.429
I.P.65.000, 103.650
SAG 122.573, 102.607
I.P.30.000, 102.800
I.P.125.000, 102.430
EXISTING
200.000, 107.180
I.P.11.000, 101.570
SAG 8.250, 101.724
SURFACE.
180.000, 104.639
65.000, 103.427
85.000, 103.243
160.000, 103.416
45.000, 103.164
40.000, 103.043
140.000, 102.853
30.000, 102.699
110.000, 102.735
125.000, 102.612
20.000, 102.153
18.500, 102.056
11.000, 101.748
3.500, 101.795
VC LENGTH
VC RADIUS VC 15 VC 20 VC 40 VC 30 VC 40 VC 40
GRADE R 158m R 494m R 896m R 618m R 303m R 1096m
-3.000% 6.474% 2.429% -2.033% 2.818% 16.000% 12.352%
DATUM R.L.95.0
17.513 102.915 101.995 -0.920 102.085 101.900
20.000 103.091 102.153 -0.939 102.243 102.063
25.777 103.386 102.493 -0.893 102.583 102.403
40.000 103.732 103.043 -0.689 103.133 102.953
60.000 104.123 103.403 -0.720 103.493 103.313
80.000 104.161 103.331 -0.830 103.421 103.241
100.000 103.653 102.938 -0.715 103.028 102.848
116.157 103.317 102.640 -0.677 102.730 102.550
120.000 103.278 102.613 -0.665 102.703 102.522
129.219 103.317 102.643 -0.674 102.733 102.553
140.000 103.668 102.853 -0.815 102.943 102.763
160.000 104.522 103.416 -1.105 103.506 103.326
180.000 104.656 104.639 -0.017 104.729 104.549
196.634 106.141 106.660 0.519 106.750 106.570
200.000 106.525 107.180 0.655 107.270 107.090
218.626 109.670 110.160 0.490 110.250 110.070
220.000 109.963 110.380 0.417 110.470 110.290
240.000 114.187 113.580 -0.607 113.670 113.490
260.000 118.131 116.780 -1.351 116.870 116.690
280.000 121.456 119.980 -1.476 120.070 119.890
300.000 124.244 123.134 -1.110 123.224 123.044
320.000 126.692 125.970 -0.722 126.060 125.880
340.000 129.015 128.485 -0.529 128.396 128.395
360.000 131.510 130.956 -0.554 130.866 130.866
TOP KERB LEVELS REFER DRG R11 FOR
LHS INTERSECTION DETAILS
TOP KERB LEVELS
RHS
366.975 132.423 131.817 -0.605
376.630 133.795 133.010 -0.785
380.000 134.234 133.426 -0.808
388.694 135.173 134.500 -0.673
CUT(-)/FILL(+)
DESIGN SURFACE
LEVELS
101.771
NATURAL SURFACE
LEVELS
0 20 40 60 80 100m HORIZONTAL SCALE
CHAINAGE 1:1000 A1, 1:2000 A3
0.000
VERTICAL SCALE
0 2 4 6 8 10m 1:100 A1, 1:200 A3
HC DATA R.-100 R.100 R.60 R.-40
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 17-06-2025 PAVEMENT DETAILS AMENDED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION ROAD 1 LONGITUDINAL SECTION
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD CONSULTING
W walsheng.net.au CHECKED DIRECTOR APPROVAL
for INDIGO GROUP ENGINEERS
RPEQ - 4665
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
ENGINEERS A.B.N. 39 611 482 716 FOR APPROVAL C This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no
GARRRRRR!!!! THE PIRATE HAS LEFT HIS MARK!
part of it may in any form or by any means (electronic, mechanical, micro copying, photo-copying, recording or otherwise) be
DRAWING No: C6535/25/R07 REVISION: A
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
FILENAME : C6535-25-R07.dwg - DATE : 17/6/25 - 8:59am A1 Sheet Size Design: ILF Drawn: EPW Date:APRIL 2025 intellectual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: SHEET: 7 of 15
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