Original source · versioned page text
Rfi - C6535-25-FULL Set 2025-06-18
PROPOSED RESIDENTIAL SUBDIVISION
at HOY ROAD, LAKE MACDONALD
for INDIGO GROUP
CONTRACT No. C6535/25/01
PROPERTY DESCRIPTION
R
Hoy Road, Lake MacDonald
DD
N Lot 3 on RP171041
AL Site Area = 20.819 Hectares
ON
L.G.A. = Sunshine Coast Council (S.C.C.)
CD
S.C.C. Reference: T.B.A
OAD
MA
HOY R
LOCALITY PLAN
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1.50 Ha ET
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ENVIRONMENTAL
8 COVENANT
1.50 Ha Job : C6535 DRAWING SCHEDULE APRIL 2025
4
1.59 Ha DRG No. DESCRIPTION
C6535/25/L01 LOCALITY PLAN AND SCHEDULE OF DRAWINGS
C6535/25/L02 ENGINEERING NOTES
5
1.50 Ha
C6535/25/R01 HOY ROAD LAYOUT PLAN
C6535/25/R02 HOY ROAD LONGITUDINAL SECTION
LA C6535/25/R03 HOY ROAD CROSS SECTIONS SHEET 1 OF 2
KE 6
RI 1.50 Ha C6535/25/R04 HOY ROAD CROSS SECTIONS SHEET 2 OF 2
DG 7 C6535/25/R05 DRAINAGE ROAD CROSSINGS DETAILS PLAN
E 1.59 Ha C6535/25/R06 ROAD 1 LAYOUT PLAN
CT
C6535/25/R07 ROAD 1 LONGITUDINAL SECTION
C6535/25/R08 ROAD 1 CROSS SECTIONS SHEET 1 OF 2
C6535/25/R09 ROAD 1 CROSS SECTIONS SHEET 2 OF 2
C6535/25/R10 DRIVEWAYS LAYOUT PLAN SHEET 1 OF 2
C6535/25/R11 DRIVEWAYS LAYOUT PLAN SHEET 2 OF 2
C6535/25/R12 INTERSECTION LAYOUT PLAN SHEET 1 OF 2
C6535/25/R13 INTERSECTION LAYOUT PLAN SHEET 2 OF 2
C6535/25/R14 CONCRETE CAUSEWAY DETAILS & ROADWORKS SIGNAGE PLAN
C6535/25/R15 ROADWORKS DETAILS PLAN
0 40 80 120 160 200m C6535/25/R16 LINEMARKING LAYOUT PLAN
C6535/25/EW01 RETAINING WALL DETAILS PLAN
SCALE 1:2000 A1, 1:4000 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 18/06/25 DRAWING SCHEDULE AMENDED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION LOCALITY PLAN AND SCHEDULE
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD OF DRAWINGS 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/L01 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-L01.dwg - DATE : 18/6/25 - 1:05pm 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: 1 of 1
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Full text of pages 2 to 12 (of 19)
Page 2
GENERAL NOTES: EARTHWORKS NOTES: ROADWORKS NOTES: STORMWATER NOTES:
1. ALL WORK ON THIS CONTRACT IS TO BE CARRIED OUT IN 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ, 1. ALL STORMWATER PIPES ARE R.C.P. CLASS 3, R.R.J. U.N.O.
ACCORDANCE WITH WALSH CONSULTING ENGINEERS SPECIFICATION AND SHOWN ON THE DRAWINGS. THE CONTRACTOR IS
NOOSA COUNCIL & MAIN ROADS STANDARD DRAWINGS.
AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE RESPONSIBLE TO LIASE WITH THE RELEVANT SERVICE
ENGINEER. AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION 2. ALL STORMWATER MANHOLES ARE TO BE STD 1050 DIA U.N.O.
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
TO DETERMINE THE LOCATION AND LEVEL OF ALL EXISTING
LANDSCAPE ARCHITECT'S DESIGN DRAWINGS. 3. ALL PROPOSED STORMWATER OUTLETS NOTED AS "STONE
2. THE CONTRACTOR IS TO CONTACT ERGON, TELSTRA, COUNCIL AND SERVICE UTILITIES.
OTHER SERVICE AUTHORITIES AND LOCATE EXISTING PITCHED HEADWALL" ARE TO BE DIMENSIONED IN ACCORDANCE
3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH MAIN ROADS CONCRETE EQUIVALENT.
UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT
WITH THE ENVIRONMENTAL MANAGEMENT PLAN & AS DIRECTED ON
CONTROL MEASURES TO PROTECT THE SITE FROM ALL
SITE BY SUPERINTENDENT. 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH WALSH
3. CONDUIT LOCATIONS IF SHOWN ON THE PLANS ARE PROVISIONAL CONSTRUCTION ACTIVITIES. ALL PERIMETER CONTROL
ONLY AND THE CONTRACTOR IS TO LIAISE WITH THE ENGINEER, MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF CONSULTING ENGINEERS STANDARD SPECIFICATION.
4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY
TELSTRA AND THE ELECTRICAL CONSULTANT FOR THEIR FINAL PLANS THE SITE.
DENSITY RATIO (M.D.D.R.) OF 100% STD. 5. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
IMMEDIATELY PRIOR TO LAYING ROAD AND FOOTPATH CONDUITS.
3. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND PROVIDED BY WALSH CONSULTING ENGINEERS. HOWEVER,
4. THE ENGINEERING DESIGN IS BASED PARTLY ON A DATA TERRAIN STOCKPILING OF SOIL FOR FUTURE USE.
CHANNEL AS PER IPWEA STANDARD DRAWING R-0160 U.N.O. WALSH CONSULTING ENGINEERS ACCEPTS NO RESPONSIBILITY
MODEL COMPUTER GENERATED FROM THE SITE SURVEY AND SOME
ELEMENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY 4. FILL IS TO BE PLACED IN ACCORDANCE WITH THE FOR INCORRECT SETOUT FROM THE DATA PROVIDED.
6. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES
FROM THE ACTUAL SITE CONDITIONS. THE CONTRACTOR SHALL REQUIREMENTS OF AS 3798-1996 "GUIDELINES ON
CONTRACTOR IS TO CONSTRUCT A CROSS-OVER IN ACCORDANCE WITH THE MANHOLE SETOUT DATA PROVIDED ON THESE
LIAISE WITH THE ENGINEER AND SURVEYOR AND SET OUT THE EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
WITH IPWEA STANDARD DRAWING R-0050. DRAWINGS.
WORKS ONLY FROM APPROVED REFERENCE PEGS AND LEVEL DEVELOPMENTS" - LEVEL ONE SUPERVISION AND TESTING.
BENCH MARKS. 7. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
5. MINIMUM RELATIVE COMPACTION:
FOOTPATHS (IF REQUIRED).
5. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, - RESIDENTIAL LOTS = 95% STANDARD AS1289.S.1.1
DEPOSITION OF SILT AND STORMWATER RUNOFF FROM THE JOB - ROAD SUBGRADE = 98% STANDARD AS1289.S.1.1
8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH WALSH
SITE DOES NOT EXCEED THE PRE CONSTRUCTION RATES AT ANY CONSULTING ENGINEERS STANDARD SPECIFICATION.
POINT AS A RESULT OF HIS ACTIONS. 6. THE FINISHED SURFACE SHALL BE FREE DRAINING
(1:200 ON LOTS MIN).
9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
6. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY WALSH
FILLED. IN OTHER AREAS WHERE CLEARING IS SPECIFIED. SELECTED 7. MAXIMUM ALLOTMENT GRADE = 1:25 (EXISTING NATURAL
CONSULTING ENGINEERS. HOWEVER, WALSH CONSULTING ENGINEERS
CLEARING ONLY IS TO BE CARRIED OUT BY RETAINING THOSE TREES SURFACE EXCLUDED), MINIMUM ALLOTMENT GRADE = 1:200
ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE
MARKED BY THE ENGINEER AND LEAVING THE AREA IN A CONDITION (UNLESS NOTED OTHERWISE).
DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT
SUITABLE FOR SLASHING. COORDINATES WITH THE HORIZONTAL CURVE DATA PROVIDED ON
8. THE CONTRACTOR IS TO STAGE EARTHWORKS WHEREVER
THESE DRAWINGS.
7. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR POSSIBLE TO MINIMISE AREA OF 'OPEN' EXCAVATED AREAS.
ON-MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS WHEN
DIRECTED BY THE ENGINEER WITH ALL PIPES, ROADS AND 9. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH
ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND WALSH CONSULTING ENGINEERS TECHNICAL SPECIFICATION.
PARK AREAS SLASHED OR MOWN AND UNDERGROUND SERVICES
OPENED FOR INSPECTION.
8. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF
THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE
ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A
COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL
COMPLY WITH ALL REQUIREMENTS THEREOF.
9. ALL CONSTRUCTION IS TO BE SET OUT BY THE CONTRACTOR FROM
PEGGING OF ROAD CENTRELINE, MANHOLE POSITIONS, LOT STAKING
AND TBM'S PROVIDED BY THE PRINCIPAL'S LICENSED SURVEYOR
10. THE CONTRACTOR IS TO MAINTAIN THE SITE DURING CONSTRUCTION
FREE OF RUBBISH TO THE SATISFACTION OF THE SUPERINTENDENT.
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
PROPOSED RESIDENTIAL SUBDIVISION NOTES PAGE
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD CONSULTING
W walsheng.net.au CHECKED DIRECTOR APPROVAL
for INDIGO GROUP ENGINEERS
4665
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
RPEQ -
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/L02 REVISION:
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
Design: ILF Drawn: EPW Date:JUN 2025 intellectual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: RAL25/0001 SHEET: of
FILENAME : C6535-25-L02.dwg - DATE : 18/6/25 - 1:31pm A1 Sheet Size
Page 3
HOY ROAD CONTROL LINE SETOUT TABLE
T
PROPOSED 5X750@ RCP
EXISTING 600@ RCP TO BE
TAKEN UP AND REMOVED FROM
SITE. REFER R14 FOR DETAILS.
PROPOSED 4508 RCP
REFER R05 FOR DETAILS.
PROPOSED TREES TO BE REMOVED
EXISTING BATTERS
PT | CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL| TANGENT [DEF ANGLE|ARC LEN [PT | CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL| TANGENT [DEF ANGLE|ARC LEN
Wer | ana] 692863.n54] ToR0396. 734] 119439° 11" tes | 2ae.sos| 32503. zo 000429.105| | 125.000 | 21.795] r94se's9” | 43.156 N
Tc 1.214] 492364.967| 7080394. 247] 113439'11" a 756 abal 492019 7061 7080000 96 69¢17"22" : : :
1P2 9.169} 492372.510| 7080390. 943 25.000 8.235 | 36d27'°47" 15.910 Tc 298 842 492 53.328 7080455877 9417! 22"
17.124) 492380. 540) 7080392. 769) 7d11°23" 1P6 317.782 192671170 7080462.622 ‘ 130.000 19.075 | 16d41°42" 37.880
32-486) 492395, 520) 7080396. 175) 77011°23" cT 336.721] 492690. 198| 7080463. 958| 85459" 03" : : :
38.792| 492401.671| 7080397.573 200.000 6.308 3d36'47" 12.612 Tc 475.993 492829.128 7080673.712| 85d59°03" |
45.098] 492407.722| 7080399.357) 73d34'36" . . taae REFER R10 FOR
136,651] 492495.539| 7080425. 242/ 73d34°36" 1P7 528.499) 492883.237| 7080477 .510 170.000 54.242 | 35d23'33 105.012 |
160.313] 492518.375| 7080431.973 175.000 23.807 | 15d29°39" | 47.324 oT 581.005) 492929. 546/ 7080449, 268] 12122’ 36" DRIVEWAY SETOUT |
. . . . . 1P8 628.806] 492970.357] 7080424, 380| 121422‘ 36" COORDINATES. 2
183,975] 492542.179] 7080432.359| 89404" 15" : : > z |
|
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EXISTING 2000 RCP. ;2
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EXISTING INLET AND OUTLET PROPOSED 3750 lig
HEADWALLS TO BE TAKEN UP RCP REFER ROS. | Me
EXISTING 3750 RCP. REMOVED AND REPLACED. FOR DETAILS. ;u
EXISTING 3758 RCP. REFER R05 FOR DETAILS. | a
REFER R12 FOR LAKE |
MACDONALD DRIVE & HOY 2 Lor4 |
ROAD INTERSECTION DETAILS. i RP171041 |
RP195 775 |
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REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
» ov seas aaas "| 18706725] LocaTION OF LOT DRNEWAY & INTERSECTION PAVEMENT AMENDED J epw [iF PROPOSED RESIDENTIAL SUBDIVISION HOY ROAD LAYOUT PLAN VWALSH
WAL SH E [email protected] at HOY ROAD, LAKE MACDONALD CONSULTING
CONSULTING J * is/rawies toe Bonz" | for INDIGO GROUP ENGINEERS
A 15/72 Wises Road, Maroochydore Q.4558
PO Box 5512, Maroochydore BC Q 4558 ©his plan is Copyright. Other than forth and subject to the condi bed under the Copyright Act,
ENGINEERS J aan. 9eit aso 716 FOR APPROVAL eee erences ee sees sccayes ercasroeemalce |_ORAWING No: C6535/25/RO1 Revision: A
NOT FOR CONSTRUCTION reproduced, stored in 2 retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
COUNCIL REFERENCE: SHEET: 1 of 15
FILENAME : 055952507 dug-DATE: 161605 -458pm intellectual property remains within Walsh Consulting Engineers. ll enquires should be directed to Walsh Consulting Engineers
Al Sheet Size ff Design: ILF [Orawn:ePpw __[Date:APRIL 2025
Page 4
'VALSH
CONSULTING
ENGINEERS
2 of 15
CONCRETE CAUSEWAY
DETAILS AND LEVELS
1:1000 A1, 1:2000 A3
VERTICAL SCALE
1:100 A1, 1:200 A3
REFER DRG R12 FOR
REVISION:
100m HORIZONTAL SCALE
SHEET:
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DRAWING No: C6535/25/RO2
DRAWING TITLE:
COUNCIL REFERENCE:
R.170
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PROPOSED RESIDENTIAL SUBDIVISION
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FILENAME : C8595-25-R02dug-DATE: 191525 - 43pm
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SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.
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FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING
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PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39611 482 716
07 5443 4443
E [email protected]
W walsheng.net.au
060201 ‘ooszz'd'l
A 15/72 Wises Road, Maroochydore Q 4558
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LEVELS RHS
LEVELS LHS
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DESIGN SURFACE
LEVELS
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Page 5
PROPOSED
FINISHED 77
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175 R.L.95.00 325 R.L.103.00
Grade Level 97.623 Grade Level 104.407
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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
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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/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
Page 6
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
Page 7
N
Ch.200.000
TP 183.975
Ch.175.000
OUT IN
EXISTING CONCRETE A A
HEADWALLS TO BE
TAKEN UP AND I.L 96.32 I.L 96.40
DISPOSED OF INLET OUT
AND OUTLETS. B
OUT DATUM. RL.95.0
A
LINE A
OUT IN
AD
HOY RO
B B
IN I.L 96.36 I.L 96.34
EXISTING 675Ø RCP OUT
C
C
DATUM. RL.95.0
LINE B EXTENDED 1.2m AT
INLET AND OUTLET.
EXISTING 525Ø RCP IN
B
IN IN
OUT C
A
C
I.L 97.70 375Ø RCP (6.10m) I.L 98.05
DATUM. RL.96.0
HOY ROAD LINE C
00
.0
00
.6
Ch
IN
D OUT
D
450Ø RCP (14.64m)
I.L 100.70
I.L 100.26
HO
Y DATUM. RL.98.0
OUT RO
D AD LINE D
IN HEADWALL DETAIL IN
OUT
D ACCORDANCE WITH
F
STD DWG 1305.
ROA
OUT IN
F F
.513
D1
T P 17 IN
F I.L 117.02 375Ø RCP (6.10m)
I.L 117.25
DATUM. RL.115.0
LINE F
REFER R14 FOR LINE E &
.00
h 25 LOT 9 CONCRETE CAUSEWAY
DETAILS.
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 17‐06‐25 DRAINAGE LINE F & LOT 9 DRIVEWAY REVISED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION DRAINAGE ROAD CROSSINGS
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD DETAILS PLAN 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: C6535/25/R05 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6535-25-R05.dwg - DATE : 18/6/25 - 8:52am A1 Sheet Size Design: ILF Drawn: EPW Date:APRIL 2025 COUNCIL REFERENCE: SHEET: 5 of 15
Page 8
ROAI RIVEWAY CONTROL LINE SETOUT TABLE
PT [| CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL| TANGENT |DEF ANGLE |ARC LEN
wi
IVEWAY CONTROL LINE SETOUT TABLE
1p 0.000| 492710. 137| 7080465. 358) 163440" 46" PT_| CHAINAGE | EASTING | NORTHING | BEARING [RAD/SPIRAL] TANGENT |DEF ANGLE |ARC LEN PROPOSED 40
. ” m
re 17-513) 492715. 056) 7080448. 551) 163d40°46 1P1 0.000] 492760.829| 7080081.443| 129039’ 08" WIDE CONCRETE
1P2 21.645] 492716.220| 7080444583 100.000 4.135 | sanuro7” | 8.265 ob"
ct 25.777] 492717.705| 7080440.724| 158056°39" TC 3.414) 492763.458] 7080079. 264/ 129d39'08 DRIVEWAY REFER
: : 1P2 6.788| 492766.126| 7080077. 052 12.000 | 3.466) 3213°13" | 6.748 R13 FOR SETOUT
Zw TC 116.157) 492750. 177| 7080356 .379) 158d56'39” cT 10.162] 492769.563| 7080076.604| 97425'S4"
1P3 122.688] 492752.526| 7080350.276 100.000 6.540 | 7429°01" | 13.061 : : : COORDINATES:
1P3 44.416) 492803.529| 7080072.173| 97d25'54"
CT 129.219] 492754. 061] 7080343.918) 166d25'40"
TC 196.634) 492769. 882| 7080278. 386) 166d25'40"
1P6 207.630| 492772, 491| 7080267.575 60.000 | 11.121 | 21d00°05" | 21.993
CT 218.626) 492771. 053] 7080256 .548| 187d25'45" NN —
Te 366.975| 492751.871| 7080109. 444) 187025°45" . —
IPS 371.803) 492751. 244] 7080104. 634) 40.000 4.851 | 13d49°46" 9.655 — —
cT 376.630) 492751.785| 7080099.813) 173d35'59”" NN LOT 8
1P6 388.694| 492753. 130| 7080087. 824) 173435°59" NN ~~
LOTS
_ ENVIRONMENTAL~
~~ COVENANT)
PAVEMENT TRANSITION
FROM ONE WAY CROSSFALL
TO TWO WAY CROSSFALL
FROM CHAINAGE 325 TO 340.
es
PROPOSED 4.0m WIDE
CONCRETE DRIVEWAY
REFER R11 FOR SETOUT
COORDINATES.
PROPOSED GROUTED
ROCK RETAINING WALL.
LOT5
OVER GROUTED ROCK
RETAINING WALL.
PROPOSED 4.0m WIDE
CONCRETE DRIVEWAY
REFER R11 FOR SETOUT
COORDINATES.
PROPOSED 4.0m WIDE Ch.96-560
CONCRETE DRIVEWAY
REFER R11 FOR SETOUT
COORDINATES.
LOT 4
IVEWAY CONTROL LINE SETOUT TABLE
PROPOSED 6.0m WIDE PAVEMENT
WITH FLUSH E2 KERB AND ONE PT_| CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL] TANGENT [DEF ANGLE [ARC LEN
WAY CROSSFALL. Deere 3 1P4 0.000] 492750, 381] 7080121 .219| 282448°27"
VO ¢ PT | CHAINAGE | EASTING | NORTHING | BOW TOW 1P2 96.560] 492656.223| 7080142624) 282d48°27"
7 Or propose EASEMENT 1 - 492700.635| 7080440.692| 105.000 | 105.200
MP over crovten Rock LOT 4 =| Gocaoo] 97720.52s] roe0u0s. 37] souess | 106.035
7 RETAINING WALL. - : : : : :
- 80.000] 492727.706] 7080386.472) 104.383 106.183 LEGEND
- 100.000] 492734.892| 7080367.808| 103.991 105.791
- 120.000) 492741.827| 7080349.468) 103.677 105.477 mn ss PROPOSED GROUTED ROCK RETAINING WALL
2 - 492746 .148| 7080333. 410] 103.780 | 105. 840
3 - 492741 .433| 7080332.272| 106.000 | 106.500 [| PROPOSED ACCESS ROAD
4 - 492744 .518| 7080319.613| 106.200 | 106.500
5 - 492749114] 7080321. 123] 104.200 | 106.400 [ PROPOSED CONCRETE DRIVEWAY
- 160.000] 492751.410|7080311.613| 104.469 | 106. 669
- 180.000] 492756.104| 7080292.171| 105.691 106.491 5 0 10 2 30 40 50m
6 - 492756.573| 7080290.227| 105.890 | 106.290 PROPOSED ENVIRONMENTAL COVENANT Legere} fp
SCALE 1:500 At, 1:1000 A3
REV DATE DESCRIPTION BY ‘CHKD PROJECT: DRAWING TITLE:
» ov sees aaas 2 [ese | Roane sooT TED =] PROPOSED RESIDENTIAL SUBDIVISION ROAD 1 LAYOUT PLAN WALSH
WAL SH E [email protected] at HOY ROAD, LAKE MACDONALD cONsO GING
W walsheng.net.au ~ 4665 for INDIGO GROUP
CONSULTING J 4 15/72 Wises Road, Maroochydore Q.4558
PO Box 5512, Maroochydore BC Q 4558 © This plan is Copyright. Other than for the pu and subject to the condit scribed under the Copyright Act, \:
ENGINEERS | sex‘sscu'aca FOR APPROVAL Orpen cnns nte pen ayeonote ees cogee | orawnvcno: C6535/25/RO6 reson: A
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or trans ‘out the prior written permission of Walsh Consulting Engineers. All
FILENAME : 055352506 dag. DATE: 181625-205am Al Sheet Size [Design ILF [orawn: PW [Date:APRIL 2025 [intelectual property resins within Walsh Consuting Engineers. Al enquiries shouldbe directed to Walsh Consulting Engineers COUNCIL REFERENCE: SHEET: 6 of 15
Page 9
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
Page 10
7.0m 3.0m 3.0m 7.0m
VERGE LANE LANE VERGE
3
. 65
RP BDY
3
18 25
10
RP BDY
38
3.5m
7. .5
.9
S
10 06
0
2
N
10
L S1
L
FS N
FS
1 in 4
RP BDY
2.5%
RP BDY
2.5% 2.5% 3% 3%
2.5% 3% 3%
1 in 4 1 in
3
100 R.L.100.00 200 R.L.104.00
Grade Level 102.938 Grade Level 107.180
7.0m 3.0m 3.0m 3.5m 3.5m
RP BDY
NATURAL
RP BDY
1
16 SURFACE 3.5m
63 56
4. 1
4. .6
10 .33
10 04
9
S
L S1
N 103 PROPOSED GROUTED
FS N
S L ROCK RETAINING WALL
F 1 in 4
1 in 4
RP BDY
2.5% REFER EW01 FOR DETAILS.
RP BDY
2.5% 3% 3%
3% 3% 2.5%
2.5% 3
1 in 4 1 in
FINISHED PROPOSED SUBSOIL
SURFACE. DRAINAGE.
80 R.L.101.00 180 R.L.102.00
Grade Level 103.331 Grade Level 104.639
20.0m
ROAD RESERVE
7.0m 6.0m 7.0m
VERGE ROAD VERGE
41 22
3. .5
3 3.5m
12
10 104
6
4. 3
RP BDY
RP BDY
10 .40
S
N
S
N 103
L
PROPOSED GROUTED
FS
L
FS
RP BDY
1 in 4 ROCK RETAINING WALL 1 in 4
RP BDY
2.5% 3% 3% 2.5% REFER EW01 FOR DETAILS. 2.5% 3% 3% 2.5%
1 in 4
PROPOSED SUBSOIL
DRAINAGE.
60 R.L.101.00 160 R.L.101.00
Grade Level 103.403 Grade Level 103.416
20.0m
ROAD RESERVE
7.0m 6.0m 7.0m
VERGE ROAD VERGE
85 68
2. .6
RP BDY
RP BDY
10 103
3
3.5m 32 3.5m
S
.7
N
3
10
3
04
L
FS
S
3.
N
1 in 4
10
RP BDY
2.5%
L
3%
FS
3%
1 in 4 2.5%
RP BDY
3% 3% 2.5% 1 in 4
2.5%
40 R.L.101.00 140 R.L.100.00
Grade Level 103.043 Grade Level 102.853
61 78
2. .2
RP BDY
10 103
3
S
15 91
N
2. .0
PROPOSED GROUTED ROCK
10 103
L
3
FS
1 in 4 RETAINING WALL REFER EW01
S
RP BDY
N
3% 2.5%
1 in
4 2.5% 3% FOR DETAILS.
L
FS
1 in 4
3% 3% 2.5%
2.5%
PROPOSED
20 FLUSH ER2 KERB. R.L.101.00 120 R.L.100.00
Grade Level 102.153 Grade Level 102.613
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 ROAD 1 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
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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/R08 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-R08-R09.dwg - DATE : 19/5/25 - 4:06pm 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: 8 of 15
Page 11
98 56
51
RP BDY
9. .4
RP BDY
1.
RP BDY
11 21
0
13
6
L S1
95
S
0.
NATURAL
FS N
N
13
RP BDY
SURFACE
L
RP BDY
FS
1 in 4 3% 3% 2.5%
2.5%
3% 3% 2.5%
2.5% PROPOSED
R.L.119.00 FLUSH ER2 KERB. R.L.129.00
280 360
Grade Level 119.980 Grade Level 130.956
20.0m
ROAD RESERVE
7.0m 3.0m 3.0m 7.0m
VERGE LANE LANE VERGE
5
01
9. 5 3.5m
12 .48
78 31
RP BDY
NATURAL
RP BDY
S
N 128
6. .1
11 18
0
SURFACE. L
L S1
RP BDY
F S
FS N
3%
RP BDY
3% 2.5%
2.5%
1 in 4
3% 3% 2.5%
2.5%
260 R.L.116.00 340 R.L.126.00
PROPOSED Grade Level 116.780 Grade Level 128.485
FLUSH ER2 KERB.
20.0m
ROAD RESERVE
7.0m 6.0m 7.0m
VERGE ROAD VERGE
RP BDY
58 87
3.5m
3. .1
97 92
11 114
5. .6
0
12 26
0
S
L S1
N
FS N
RP BDY
L
1 in 4
RP BDY
FINISHED
RP BDY
FS
3% 3% 2.5% SURFACE.
2.5%
3% 3% 2.5%
PROPOSED SUBSOIL 2.5%
DRAINAGE. R.L.112.00 R.L.125.00
240 320
Grade Level 113.580 Grade Level 125.970
3
96
9. 0
RP BDY
0 FINISHED 4
3.5m 1 .3 8 24
RP BDY
S
N 110 SURFACE. 4. 4
12 .13
L S
RP BDY
FS 3% 2.5% N 123
RP BDY
2.5% 3% L
F S
1 in 3
3% 3% 2.5%
2.5%
220 R.L.108.00 300 R.L.122.00
Grade Level 110.380 Grade Level 123.134
PROPOSED SUBSOIL
DRAINAGE.
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 ROAD 1 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
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/R09 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-R08-R09.dwg - DATE : 19/5/25 - 4:07pm 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: 9 of 15
Page 12
Q
3
> N
a 3 SETOUT COORDINATES
°
. 3 COORD No. | EASTING | NORTHING
e
g 7 492473.253 7080415.545
gq 8 492475.737 7080414.192
9 492476.642 7080411.123
SETOUT COORDINATES 10 492480.478 | 7080412.254
11 492479.574 7080415.323
COORD No. | EASTING | NORTHING 12 ‘ton4s0007 | y0a04t7 207
1 492402817 7080394.875 13 492491.608 7080420.956
“4 vs 14 492494.092 70804 19.603
3 492405.388 7080392.981 16 492499.343 7080415.938 Se eee aS
4 492400.239 7080384.062 7 492497.937 7080420.708 COORD No. | EASTING | NORTHING
5 492409.095 7080394.550. 18 492499.324 7080423.202
6 492410448 | 7080397.083 55 492935.546 | 7080449.124
56 492938.207 | 7080449.659
57 492939.476 | 7080451.412
c 300x500 RCBC. 58 492942.901 | 7080449.323
_ 59 492941.818 | 7080447.825
OS 60 492942.397 | 7080444.945
_eo7 61 492957.526 | 7080436.719
a @ 62 492959.786 | 7080435840
eo 63 492962.097 | 7080437.616
a ® 64 492965.758 | 7080435.384
- 65 492964.669 | 7080434.548
66 492964.847 | 7080431.254
° 67 492964.248 | 7080424.592
2 = ea 68 492961.214 | 7080422.719
9 v 8 - 69 492961.298 | 7080421.706
g 3 a 70 492957.070 | 7080424.284
8 o 3 1 492956.744 | 7080428,206
S 8 3} 72 492955.793. | 7080429.748
3 3 492952.720 | 7080431.622
74 492949.888 | 7080430.804
— 75 492945.684 | 7080422.336
——S—SSSS5 ee —-- 7 76 492942.102 | 7080424.114
tt _ 7 492946.615 | 7080433.206
___ + = =
z —— --+—HOY ROAD —t 78 492945.864 | 7080435.803
_-----@---~ @~ ~~~ = .
~ ™~
$ |
EXISTING 3750 RCP-C7) kor
PROPOSED 3750 RCP S XY .
REFER ROS FOR DETAILS. ¢ ¢ N
OQ : ~
e ~
™
SETOUT COORDINATES SETOOT COORDINATES ~
COORD No. | EASTING | NORTHING | ¥
COORD No. | EASTING | NORTHING EXISTING 2008 EXISTING 225 RCP
STORMWATER PIPE 31 492660.030 | 7080455.053
19 492553.398 7080429.544 32 492662.634 7080453.394
20 492555430 7080427573 33 492663.570 7080445.763
21 492555.511 7080422.574 34 492667.490 7080446.659
22 492559.511 7080422.639 35 492666.447 7080455.162
2 492850.430 | 7080427.638 GD 36 492667938 | 7080457 344
24 492561.397 7080429.670 37 492653.741 7080459.230
5 490574.746 7080429.926 38 492654.963 7080461.712
26 490576 823 7080428068 39 492654.059 7080464.568
27 492576 967 7080426.018 40 492657.873 7080465.774
28 492580.958 7080426.299 a 492658.744 7080463.023
29 492580813 7080428 361 42 492661.223 7080461.710
30 492582.603 7080430.491 43 492671.373 7080464.312
44 492672.643 7080465.197,
45 492676.585 7080471.420
46 492679.866 7080469.342
47 492679.728 7080469.109
@& @&® 48 492681.715 7080466.109
SETOUT COORDINATES °
>
COORD No. | EASTING | NORTHING ° ib
rs a
PROPOSED 5X7500 RCP ; 3
49 492779.250 7080473.217, a a 5
50 492782.964 7080476977 ? EXISTING 600@ RCP TO 3
51 492783.350 | 7080483.657 3 BE TAKEN UP AND ° °
52 492787.348 7080483.520 o REMOVED FROM SITE. Ss
53 492786.915 7080476.016 ° a
54 492789.052 | 7080473.905 3 &®
NEW CONCRETE CAUSEWAY
REFER TO R14 FOR DETAILS. AOA
REV DATE DESCRIPTION BY ‘CHKD PROJECT: DRAWING TITLE:
» on seas anes A [es [arson ooaTONTETS w]e PROPOSED RESIDENTIAL SUBDIVISION DRIVEWAYS LAYOUT VVALSH
VVALSI iy [email protected] at HOY ROAD, LAKE MACDONALD PLAN SHEET 1 OF 2 CONSULTING
W walsheng.net.au ENGINEERS
CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558 Rpeq- 4665 for INDIGO GROUP
PO Box 5512, Maroochydore BC Q 4558 ‘© This plan is Copyright. Other than for the pu f and subject iit scribed under the Copyright Act,
ENGINEERS | aw’ a9ei1aa2 76 FOR APPROVAL oe na te et ea ltt erecting [_ORAwINc No: C6535/25/R10 Revision: A
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
FILENAME : 06595-25-R10-R11.dug- DATE: 171625 -447pm ‘Al Sheet Size | Design: ILF [orawn: €PW [Date:APRIL 2025 B_itelectual property emsins within Walsh Consulting Engines. ll enquiries should be directed to Walsh Consulting Engineer. COUNCIL REFERENCE: SHEET: 10 of 15
The text continues on page 13.