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Refernce Documents - RAL25 0001
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PAVEMENT DETAILS - HOY ROAD PAVEMENT DETAILS - ROAD 1
2 COAT BITUMEN SEAL 35mm DENSE GRADED ASPHALT SURFACING (DG10)
-SEAL COAT ([email protected]/m²)
FIRST COAT 125mm BASE (TYPE 2, SUBTYPE 2.2)
CLASS 170 BITUMEN - 1.5 l/m² 150mm SUB-BASE (TYPE 2, SUBTYPE 2.3)
16mm AGGREGATE - 90 m²/m³ 300mm LOWER SUB-BASE (TYPE 2, SUBTYPE 2.5)
SECOND COAT
I.P.306.000, 123.600
PRIMERSEAL TO COMPRISE OF A 7mm AGGREGATE AND A MINIMUM
CLASS 170 BITUMEN - 1.0 l/m² COVERAGE OF 120 m²/m³
10mm AGGREGATE - 170 m²/m³
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING
125mm BASE (TYPE 2, SUBTYPE 2.1) SOIL TESTS BY GEOTECHNICAL ENGINEER.
SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.
326.000, 126.031
SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.
SUBSOIL DRAINAGE BENEATH ALL KERBS.
306.000, 123.380
286.000, 120.290
PROPOSED
FINISHED
SURFACE.
I.P.190.000, 104.400
CREST 71.290, 103.393
I.P.70.000, 103.650
SAG 126.918, 102.418
I.P.30.000, 102.550
EXISTING
I.P.130.000, 102.200
210.000, 107.710
SURFACE.
190.000, 105.044
170.000, 103.667
145.000, 102.750
115.000, 102.563
70.000, 103.392
130.000, 102.428
90.000, 103.167
30.000, 102.569
50.000, 103.100
20.000, 102.350
40.000, 102.825
VC LENGTH VC 20 VC 40 VC 30 VC 40 VC 40
VC RADIUS R 2667m R 774m R 493m R 310m R 910m
GRADE 2.000% 2.750% -2.417% 3.667% 16.552% 12.157%
DATUM R.L.95.0
20.000 102.760 102.350 -0.410 102.440102.260
23.841 102.903 102.430 -0.473 102.520102.340
32.101 103.060 102.619 -0.441 102.710102.529
40.000 103.376 102.825 -0.551 102.915102.735
103.961 103.310 -0.650 103.400103.220
104.017 103.344 -0.673 103.434103.254
100.000 103.693 102.925 -0.768 103.015102.835
120.000 103.186 102.467 -0.719 102.557102.377
123.160 103.148 102.433 -0.715 102.523102.343
136.223 103.245 102.506 -0.738 102.596102.416
140.000 103.381 102.592 -0.789 102.682102.502
160.000 104.302 103.300 -1.002 103.390103.210
180.000 104.623 104.194 -0.429 104.284104.104
200.000 105.613 106.216 0.603 106.306106.126
203.603 105.950 106.717 0.767 106.807106.627
220.000 108.647 109.366 0.718 109.456109.275
225.595 109.848 110.292 0.443 110.382110.201
240.000 112.735 112.676 -0.059 112.766112.586
260.000 116.651 115.986 -0.665 116.076115.896
280.000 120.247 119.297 -0.950 119.387119.207
300.000 123.574 122.499 -1.075 122.589122.409
320.000 125.910 125.282 -0.628 125.372125.192
340.000 128.037 127.733 -0.304 127.823127.643
360.000 130.521 130.165 -0.356 130.255130.075
131.840
132.669
132.967
133.746
TOP KERB LEVELS
LHS
TOP KERB LEVELS
RHS
NOOSA COUNCIL
101.953 101.950 -0.003
374.124 132.383 131.882 -0.501
380.000 133.146 132.596 -0.550
383.781 133.625 133.056 -0.569
395.660 134.954 134.500 -0.454
CUT(-)/FILL(+) REFERENCE DOCUMENT
DESIGN SURFACE RAL25/0001 29 APRIL 2025
LEVELS
NATURAL SURFACE
LEVELS 0 20 40 60 80 100m HORIZONTAL SCALE
1:1000 A1, 1:2000 A3
60.000
80.000
CHAINAGE
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 19/02/25 PAVEMENT DETAILS ADDED & LONGSECTION REVISED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION ROAD 1 LONGITUDINAL SECTION
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for INDIGO GROUP
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6535/24/SK04 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6535-24-SK04.dwg - DATE : 19/2/25 - 12:49pm A1 Sheet Size Design: ILF Drawn: EPW Date:DEC 2024 COUNCIL REFERENCE: SHEET: 4 of 7
Document Set ID: 23633022
Version: 1, Version Date: 14/03/2025
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