Original source · versioned page text
Rfi - C6535-25-FULL Set 2025-06-18
PROPOSED
FINISHED 77
.4
97
40 92
3
SURFACE.
2
S
4. .1
.6
N PROPOSED RECONSTRUCTION
10 104
7
97
L
S
OF EXISTING DRIVEWAY. REFER
FS
N
3% 3%
1 in 3 R10 FOR DETAILS.
L
FS
3.84% 3% 3%
175 R.L.95.00 325 R.L.103.00
Grade Level 97.623 Grade Level 104.407
6.0m
CARRIAGE WAY
0.75m 3.0m 3.0m 0.75m
06 LANE
.4 NATURAL
97
3 8
S
13 2
SURFACE
.4
N
5. .0
97
10 05
7
L
L S1
FS
3% 3% 3
FS N
3 1 in 1 in
1 in 3
3 3% 3% 1 in
1 in 3
150 R.L.96.00
Grade Level 97.438
6.0m 300 R.L.103.00
CARRIAGE WAY Grade Level 105.137
0.75m 3.0m 3.0m 0.75m
THE PROPOSED 2 COAT SEAL TO
LANE LANE
EXTEND 0.75m FROM THE CARRIAGE
64 4
.0 02
WAY TO PREVENT EROSION FROM
98 8.
L S9
STORMWATER RUNOFF.
FS N
52 62
3% 3%
4. .1
3 1 in
1 in
10 104
3
9
PROPOSED
S
125 R.L.97.00 FINISHED
N
L
Grade Level 98.064 SURFACE.
FS
3% 3%
3
1 in
275 R.L.103.00
WIDTH TO SWALE INVERT TO VARY Grade Level 104.529
FINAL PAVEMENT DEPTH TO BE
97 5
.0 98
99 8.
AS REQUIRED TO MATCH EXISTING DETERMINED FOLLOWING SOIL TESTS
L S9
SWALE WHERE NEEDED. BY GEOTECHNICAL ENGINEER.
FS N
3% 3% 1 in
3 3
1 in
100 R.L.98.00
64 09
2. .5
Grade Level 99.097
10 102
3
S
N
L
FS
1 in 3% 3%
3 1 in 3
12 7
0. 94
250 R.L.101.00
10 9.
9
L S9
Grade Level 102.643
FS N
1 in 3% 3% 1 in
3 3 3
1 in 7.5m
75 R.L.99.00 BITUMEN SEAL
PROPOSED 7.5m Grade Level 100.129 0.75m 3.0m 3.0m 0.75m
FINISHED LANE LANE
BITUMEN SEAL
SURFACE. 0.75m 3.0m 3.0m 0.75m
42 96
0. .0
9
LANE LANE
10 00
L S1
34
FS N
1.0
10
61
3% 3%
1
S 1 in
1.
N 3
10
L
FS
1% 225 R.L.99.00
1 in 3% 1 in
3 3 3 Grade Level 100.429
1 in
50 R.L.100.00
Grade Level 101.161 PROPOSED RECONSTRUCTION
20 1
.6 48
OF EXISTING DRIVEWAY. REFER
98 8.
L S9
NEW R10 FOR DETAILS.
FS N
INTERSECTION
3% 3% 1.53%
CONSTRUCTION 7
07
2.
10
7
B2 KERB
14
S
2.
N NATURAL
10
L
SURFACE
FS
3% 3%
25 R.L.101.00 200 R.L.95.00
Grade Level 102.147 Grade Level 98.620
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
A 18-06-25 CROSS SECTION AT CHAINAGE 25 AMENDED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION HOY ROAD CROSS SECTIONS
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD SHEET 1 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
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/R03 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-R03-R04.dwg - DATE : 17/6/25 - 7:22am 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: 3 of 15
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.