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Rfi - C6535-25-FULL Set 2025-06-18
13 4
RP BDY
8. .0
63
11 18
7
2.
7
L S1
76
10
2.
FS N
S
10
N
L 3%
3% FS 3% 1 in
3 3% 1 in
3 1 in
3
3 1 in WIDTH TO SWALE INVERT TO VARY
1 in 3
AS REQUIRED TO MATCH EXISTING
SWALE WHERE NEEDED.
475 R.L.101.00 625 R.L.116.00
FINAL PAVEMENT DEPTH TO BE Grade Level 102.767 Grade Level 118.137
DETERMINED FOLLOWING SOIL TESTS
7.5m
BY GEOTECHNICAL ENGINEER.
BITUMEN SEAL
0.75m 3.0m 3.0m 0.75m
LANE LANE
52 71
0. .3
50 24
10 00
3
7. .4
L S1
11 117
8
RP BDY
FS N
S
N
L
3
FS
3 3% 3% 1 in 1 in 3% 3% 1 in 1 in
1 in 3 3 1 in 3 3 PROPOSED DRAINAGE SWALE.
450 R.L.99.00 600 R.L.116.00
Grade Level 100.523 Grade Level 117.508
20 6
.2 05
77 79
99 9.
5. .5
L S9
11 115
6
FS N NATURAL
S
N
1.6% 0.2% 1 in SURFACE.
L
3
FS
1 in 3 1 in 3% 3% 1 in
3 1 in 3 3
425 R.L.97.00 575 R.L.114.00
Grade Level 99.220 Grade Level 115.776
FINAL PAVEMENT DEPTH TO BE
7.5m DETERMINED FOLLOWING SOIL TESTS
BITUMEN SEAL BY GEOTECHNICAL ENGINEER.
0.75m 3.0m 3.0m 0.75m
LANE LANE THE PROPOSED 2 COAT SEAL TO
75
95 57
.0 EXTEND 0.75m FROM THE CARRIAGE
2. .8
99
2
11 112
9
4
WAY TO PREVENT EROSION FROM
.1
S
99
N
S
NATURAL STORMWATER RUNOFF.
N
L
FS
SURFACE. 1.33% 0.33% 1 in
L
in 3
FS
1 3 3% 3%
400 R.L.97.00 550 R.L.111.00
Grade Level 99.192 Grade Level 112.954
06
44 4
.4
9. .3
0
10 109
10
6
6
RP BDY
51
S
S
0.
N
N
10
L
L
FS
FS
3 3
3 3% 3% 1 in 1 in 3 3% 3% 1 in 1 in
1 in 3 PROPOSED DRAINAGE SWALE. 1 in 3
375 R.L.99.00 525 R.L.108.00
Grade Level 100.516 Grade Level 109.446
PROPOSED
RP BDY
92 53
50 31
ROAD 1 INTERSECTION REFER R11 FINISHED
5. .8
2. .3
10 02
10 105
8
5
FOR INTERSECTION DETAILS PLAN. SURFACE.
L S1
S
FS N
N
L
FS
3% 3%
3 3% 3% 3.83%
1 in
350 R.L.101.00 500 R.L.104.00
Grade Level 102.505 Grade Level 105.928
0 2.0 4.0 6.0 8.0 10.0m
SCALE 1:100 A1, 1:200 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
PROPOSED RESIDENTIAL SUBDIVISION HOY ROAD CROSS SECTIONS
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD SHEET 2 OF 2 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
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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/R04 REVISION: -
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
FILENAME : C6535-25-R03-R04.dwg - DATE : 19/5/25 - 4:04pm 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: 4 of 15
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