Original source · versioned page text
Compiled Approved plans MCU22/0087.01 & OPW22/0140.01
Plans and drawings: the text below has words only, no drawings.
Very large file (26.6 MB): may take a few minutes to open.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
129°41'40"
RO
site boundary 23.106
NOOSA COUNCIL
APPROVED PLAN
RL34.570 UNIT 2
1.5 metre setback MCU22/0087.01 &
TERRACE
2 metre setback OPW22/0140.01
RS01
Fall 2.00° 17 NOVEMBER 2025
RL34.570
33.31OL
sit
39°41'40"
e
UNIT 1
bo
17.092
UNIT 3
un
TERRACE TERRACE
da
RL40.520 RL40.520
ry
RS01
1 0"
14 02'4
STAIR ROOF REDUCTION
RS01 12/11/2025
12 0°
Fall 36.00°
18
2 metre setback
1.5 metre setback
.
RS01
STAIR ROOF REDUCTION Fall 2.00° SK01
12/11/2025
Roof Below
2.00°
Fall
Fall 2.00°
4.
5
m
et
SK01 SK01
re
6
se
m
tb
et
ac
re
k
se
RS01
site boundary
tb
ac
Fall 2.00° Fall 2.00° UNIT 3
k
6 metre setback
POOL
DASHED LINE OF BUILDING BELOW
4.5 metre setback
PLANTER UNIT 3
UNIT 2 TERRACE
UNIT 2 POOL
RL32.250
POOL TERRACE
TERRACE UNIT 1
UNIT 1 POOL
PLANTER
CARPARK ENTRY
30.29OL
27.218 site boundary
129°41'40"
5"
04'5
8°
28 .482
3
3
H: .6
M L:30
L S
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
SITE PLAN
W O O D
DA1.06
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
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 a few minutes. On mobile data, it is best to wait for Wi-Fi.
Full text of sections 2 to 13 (of 48)
Section 2
NOOSA COUNCIL
APPROVED PLAN
6,695 6,870
MCU22/0087.01 &
RFI LANDSCAPE INCREASED. STORAGE REMOVED. PILING MOVED 11/09/2025 OPW22/0140.01
17 NOVEMBER 2025
350
33.87OL
600
UNIT 1 STORAGE
REVERSING
700
700
A: 2.37 m2
33.31OL
2,700
2,400
2,980
5
4 UNIT 3
UNIT 2
6,192
300
1,723
UNIT 2 STORAGE
UNIT 3 STORAGE
300
A: 2.49 m2
A: 1.08 m2
2,400
3 6
2,400
UNIT 2 UNIT 3
3,880
REVERSE ONLY U3 Entry
32.45OL
+31.600
VN
300
WC
SHR/Bath
LIFT ENS
97m
U2 Entry LIFT +31.650 FF: CT01 5.
2,400
A: 5.88 m2
U1 Entry 2
LIFT
UNIT 1
REVERSE ONLY
GARAGE
FF: CON03
A: 176.30 m2 STORE
300
UNIT 3 +31.825
3,930
1 BED 3
2,550
FF: CON01
UNIT 1
31.35OL
A: 12.58 m2
REVERSE ONLY
+31.620 5,950
FG01
190
RFI LANDSCAPE AMENDED 09/10/2025
NOTE: stairs are Gate
series of sleepers UNIT 2
30.86OL
+32.250 DRIVEWAY
UNIT 3
and permeable
FF: CON04 POOL
GARDEN
paved sections
4,931
4,931
POOL
4,602
not solid concrete UNIT 1
TERRACE POOL
UNIT 1
1,308
+31.350
30.29OL
Retaining wall max 1m
3
H: .6
M L:30
L
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
GROUND FLOOR
W O O D
DA2.01
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 3
NOOSA COUNCIL
APPROVED PLAN
BE
6,695 6,870
MCU22/0087.01 &
OPW22/0140.01
RR
NOTE: stairs are
17 NOVEMBER 2025
series of sleepers
1,700
and permeable
IM
paved sections FW-E FW-E FW-E
not solid concrete PLANTER
11/09/2025
A
FW-E WC FW-E
+34.570 0
85
FF: CT01
LAUNDRY
LAUNDRY
4,
FF: CT01
FF: CT01
REAR TERRACE
FF: CT01
FF: CT01
REAR TERRACE REAR TERRACE
2,980
FF: ET01
WC
WC
FF: ET01 FF: ET01 FW-E
LAUNDRY
FF: CT01
FW-E
BBQ LIN
1,537
BBQ
RO
S
FF: CON01
KITCHEN
FF: CON01
KITCHEN
ENTRY
W
FF: CON01 KITCHEN
CT
FF: CON01 PATH
3,880
S
+34.600
LIFT ENTRY
TERRACE
+34.600 FF: CON01 LIFT
DINING Tiles
FW-E
LIFT +35.000 FF: CON01
DINING LIVING LIVING DINING
FF: CON01 FF: CON01 FF: CON01 FF: CON01
1,578
3,930
LIVING
FF: CON01
UNIT 3
+33.090 +34.900
+34.570 POOL
TERRACE TERRACE
FF: CON01 FF: CON01
1.17 m2 1.10 m2
NOTE: planter
is lightweight SILL HEIGHT LOWERED TO FLOOR
+34.900
max 1m high
sleeper structure
concealing
4,602
4,562
basment wall
4,202
BOTTLEBRUSH AVENUE
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
LEVEL 1 FLOOR PLAN
W O O D
DA2.02
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 4
Council Annotation: NOOSA COUNCIL
Media / Lounge to remain APPROVED PLAN
6,695 6,870
open. MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
1,690
2,980
BED 2 FW FW MEDIA / LOUNGE
BED 2
FF: CP01 FF: CP01
STAIR AMENDMENT FF: CP01
11/09/2025
+37.600 +37.600
+38.200
FF: CT01
FF: CT01
BATH
BATH
FW FW
FW
FW FW FWENS
ENS
3,880
FF: CT01
FF: CT01 0
WIR 54
FF: CP01 5,
LIFT WIR FW FW
FF: CP01 ENS ENS LIFT
FF: CT01 FF: CT01
LIFT
Media / Lounge
2,003 FF: CP01
WIR BED 1
MEDIA AMENDMENT BED 2 FF: CP01 FF: CP01
+37.600 +37.600 FF: CP01
11/11/2025
3,930
+37.600 +38.200
BED 1 BED 1 +37.600
FF: CP01 FF: CP01
TERRACE
TERRACE FF: ET01
TERRACE
Tiles FF: ET01
6,002
4.94m
4,612
Council Annotation:
Media / Lounge to remain
open.
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
LEVEL 2 FLOOR PLAN
W O O D
DA2.03
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 5
Council Annotation: NOOSA COUNCIL
A privacy screen to be provided Council Annotation: APPROVED PLAN
in these locations in accordance Pergolas not to be roofed. MCU22/0087.01 &
with Condition 21 OPW22/0140.01
17 NOVEMBER 2025
PRIVACY SCREEN AMENDMENT 11/09/2025
4,390
4,680
2º DEG PITCH
9
04
9,
90 4,410 90 3,520 90
0
2,023 54
+40.520 +40.520 5,
4,235
4,235
STAIR ROOF REDUCTION
12/11/2025
ROOF TERRACE ROOF TERRACE
FF: ET01 FF: ET01
A: 14.60 m2 A: 17.87 m2
RAISED PLANTER STAIR ROOF REDUCTION 2º DEG PITCH
825
825
12/11/2025
min 1,800
2º DEG PITCH
4,923
4,502
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
ROOF PLAN
W O O D
DA2.04
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 6
RENDER & GREEN ABODO VULCAN
RECLAMATION TEXTURED RENDER TIMBER CLADDING NOOSA COUNCIL
APPROVED PLAN
MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
Council Annotation: Council Annotation:
Pergolas not to be roofed. A privacy screen to be provided
in these locations in accordance
with Condition 21
STAIR SETBACK INCREASED.
PERGOLA LOWERED 11/09/2025
+43.261 +43.248
+41.464
+40.300
3 Roof
Red dotted line denotes existing approval
+37.600
2 Second Floor
+34.600
1 First Floor
+31.600
0 Ground Level
RFI LANDSCAPE AMENDED 11/09/2025
Elevation
1:100
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
NORTH ELEVATION
W O O D
DA3.01
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 7
MEDIUM BRONZE KINETIC
RENDER & GREEN ABODO VULCAN POWDER COATED ALUMIN
NOOSA COUNCIL RECLAMATION PERMEABLE SCREENING TEXTURED RENDER TIMBER CLADDING HOODS
APPROVED PLAN
MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
+43.248
+41.491
Red dotted line denotes existing approval
+40.300 +40.300
3 Roof 3 Roof
+37.600 +37.600
2 Second Floor 2 Second Floor
+34.600 +34.600
1 First Floor 1 First Floor
+33.000
max 1m
+31.600 +31.600
0 Ground Level 0 Ground Level
RFI LANDSCAPE AMENDED 11/09/2025
Elevation
1:100
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
EAST ELEVATION
W O O D
DA3.02
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 8
NOOSA COUNCIL
ABODO VULCAN RENDER & GREEN APPROVED PLAN
TIMBER CLADDING TEXTURED RENDER / STUCCO PERMEABLE SCREENING RECLAMATION MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
+43.248 +43.261
Side boundary
+41.464
+40.300 +40.300
3 Roof 3 Roof
Red dotted line denotes existing approval
+37.600 +37.600
11.72m
2 Second Floor 2 Second Floor
+34.600 +34.600
1 First Floor 1 First Floor
+31.600 +31.600
0 Ground Level 0 Ground Level
AMENDMENT 03/10/2025 - SILL RFI LANDSCAPE AMENDED 05/09/2025
LOWERED TO FLOOR
Elevation
1:100 0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
SOUTH ELEVATION
W O O D
DA3.03
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 9
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
Red dotted line denotes existing approval
+43.248
+41.300
+40.672
+40.300 +40.300
3 Roof 3 Roof
+37.600 +37.600
2 Second Floor 2 Second Floor
+34.600 +34.600
1 First Floor 1 First Floor
+31.600 +31.600
0 Ground Level 0 Ground Level
Elevation
1:100
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
WEST ELEVATION
W O O D
DA3.04
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 10
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
12 Max height limit from NGL
Rear Boundary
+43.248
Front Boundary
Red dotted line denotes existing approval
4,500
+41.300
Terrace Level
+40.300 +40.300
3 Roof 3 Roof
1,690
Bedroom Ensuite Media /
+37.600 Lounge
+37.600 +37.600
2 Second Floor 2 Second Floor
Terrace Living Kitchen WC
+34.600
+34.600 +34.600
1 First Floor 1 First Floor
NGL
+32.400 Garage
+31.600
+31.600 +31.600
0 Ground Level 0 Ground Level
Section 0 0.5 1 2.5 5
1:100 SCALE 1: 100
B L A C K Bottlebrush Noosa
SECTION A
W O O D
DA4.01
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 11
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
12 Max height limit from NGL
Side Boundary RFI ROOF REDUCED 12/11/2025 RFI ROOF REDUCED 12/11/2025
+43.248 +43.261
Stair
+41.323
+40.700
Terrace Level
+40.300 +40.300
3 Roof 3 Roof
Bedroom Red dotted line denotes existing approval
2,000
WIR Ensuite Ensuite WIR
2,133
+37.600 +37.600
2 Second Floor 2 Second Floor
Dining Living Terrace
LIFT
LIFT
Sleeper steps Dining
& permeable
paving
+34.600 +34.600
1 First Floor 1 First Floor
NGL
Existing neighbouring
1,102 to CL Basement / Garage
sewer plotted Bedroom
from MWA survey
+31.600 +32.408 IL (approx) +31.600
0 Ground Level 0 Ground Level
Section
1:100
0 0.5 1 2.5 5
SCALE 1: 100
B L A C K Bottlebrush Noosa
SECTION B
W O O D
DA4.02
Scale Project No. Date Revision For Traction Property Co.
1:100 @ A3 202424 12/11/2025 S 37 Bottlebrush Ave, Noosa Heads, QLD, 4567
a r c h i t e c t u r e & d e s i g n
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 12
EARTHWORKS NOTES
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT
CUT/FILL VOLUMES: SUPPLIED.
2. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. IT IS RECOMMENDED THAT THE
(VOLUMES TO FINISHED SURFACE LEVEL) GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
3. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE
TOTAL CUT: 668m³ AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
4. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING
SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
TOTAL FILL: 78m³ 5. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION
TEMPORARY SHORING AND/OR EQUIPMENT(E.G VIBRATING PLATE OR MINIMUM 4 TONNE VIBRATING SMOOTH DRUM ROLLER). CARE MUST BE TAKEN TO ENSURE THERE ARE
BATTERS IN ACCORDANCE WITH BALANCE: 590m³ CUT NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289.
6. TEMPORARY SWALE DRAINS TO BE PROVIDED ALONG CREST AND TOE OF ANY CUTS AND ABOVE FILL BATTERS GRADING DISCHARGE TO A
GEOTECHNICAL CONSULTANTS CONTROL POINT FOR DISCHARGE TO EXISTING STORMWATER INFRASTRUCTURE IN ROAD RESERVE.
SPECIFICATIONS 7. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS
BE
TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY
MOBILE PLANT ON THE SITE.
R
8. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS
RI
OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL
M
FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO COHERENT
A
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS
RO
THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
9. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.
W
10. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
CH28.0 CH27.7 RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT.
11. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING WALL COLOUR AND FINISH.
12. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B
OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS
2m
4 OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE
-3. 1 m . 53m
. 0 8 m FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
8 13. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX
-2. -2 -3
14.
OF AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
15. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE DRAWINGS.
6m m m 97m 2 9m 16. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
7 6 8 -2. -0.
17. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
-2. -2 . 5
- 2.4 18. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
19. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER
RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
20. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
PRACTICAL TO RESTRICT DUST MOVEMENT.
m m 3 m
75
21. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
m 3m .0 0 . 1 . 6 WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
1
31
4 9 -2 -
A
8 -1.
22. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN
CH42.8
-1.
CH0.0
THE GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE
FORMED AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
GEOTECHNICAL ENGINEER. PERMANENT CUT AND FILL BATTERS TO BE A MAXIMUM 1V:2.5H.
23. EARTHWORKS FILL BATTERS TO BE MAXIMUM OF 1M IN HEIGHT, OR OTHERWISE RETAINED.
5m 24. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
m . 5 SPECIALIST SHORING CONTRACTOR.
0m 6m 29 -1 25. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
-1.
0 . 2 -1 . 4m CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL ENGINEER.
-1 0.0 26. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
SATISFACTION.
27. EARTHWORKS LEVELS SHOWN ARE FINISHED DESIGN SURFACE LEVELS LOWERED BY NOMINAL 200mm TO ALLOW FOR SLAB AND SURFACE
WORKS. CONTRACTOR TO CONFIRM FINISHED EARTHWORKS LEVLS BASED ON STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB
THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE TO CONFIRM FINAL EARTHWORKS SURFACE LEVEL.
28. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
m
m m 2 m 2m .75 FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE THE PRELOADING OPERATIONS.
9 .21 . 0
-0.
1 0
31
29. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
1
B
0. -0 -1
CH42.8
-
CH0.0
DEPTH LEGEND
-3.8 to -3.6
-3.6 to -3.4
-3.4 to -3.2
-3.2 to -3.0
-3.0 to -2.8
-2.8 to -2.6
-2.6 to -2.4
-2.4 to -2.2
-2.2 to -2.0
CH0.0 -2.0 to -1.8
CH0.0 -1.8 to -1.6
-1.6 to -1.4
-1.4 to -1.2
31
D
31
C
-1.2 to -1.0
-1.0 to -0.8
-0.8 to -0.6
-0.6 to -0.4
-0.4 to -0.2
BOTTLEBRUSH AVE NOOSA COUNCIL
-0.2 to -0.0
0.0 to 0.2
APPROVED PLAN
MCU22/0087.01 &
0.2 to 0.4
OPW22/0140.01
0.4 to 0.6
17 NOVEMBER 2025
0.6 to 0.8
0.8 to 1.0
North Point Approved Project Address Title
F 31.10.25 OPW AMMENDMENT DP MP
EOIN WHITMORE 37 BOTTLEBRUSH AVENUE BULK EARTHWORKS PLAN
E 14.11.24 OPW AMMENDMENT TS MP N
31423 31/10/2025
NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.27 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW 1:100 0 1 2 3 4m www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C30 F
Document Set ID: 24320610
Version: 1, Version Date: 20/11/2025
Section 13
VIP RL 34.712
RL34.691
VIP RL 34.651
VIP RL 32VIP RL 34.97
34.97
VIP RL 34.224
34.212
VIP RL 33.981
VIPRLRL33.586
VIP RL 33.575
VIPRL
VIP RL 33.473
VIP RL 33.254
33.207
VIP
VIP RL 32.677
VIPRLRL32.582
VIP RL 31.6
RL31.6
RL 33.2
32
32.063
32.058
31.979
RL31.979
RL31.979
RL 31.979
32.35
32.35
VIP RL 32.25
32.25
VIP
RL31.791
VIP RL 31.95
TEMPORARY BATTERS OR
31.61
31.61
RL31.206
31.202
VIPRL
SHORING BY OTHERS
RL RL
VIP
VIP VIP
RL
RL
VIPRL
VIPRL
VIPRL
RL
VIP
VIPRL
VIPVIP
VIP
VIP
VIP
VIP
VIP
VIP
VIP
HORIZONTAL CURVE DATA
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
K-VALUE
VERTICAL CURVE LENGTH (m)
VERTICAL GEOMETRY GRADE (%) 0.6%
99994.4%
-10933.8%
0.9% 0% 36799.4% 0% 9619.4% 0% -771.7%
-3.3%3.2% -7.3% K-VALUE
VERTICAL GEOMETRY LENGTH (m) 1.97 01.36
0.02 14.43 0 6.58 0.03 5.27 0.04
1.21 1.89 9.99
VERTICAL GEOMETRY GRADE (%) -8.4%
113557.1%
-0.5%
92.2% 0% -474.7% 0.1% 156.1%
7098.5%
0%
160.1%
0% 0% -145.9%0%
8483.7%0.2% -689%
12.5%
126.9% 2.1%
DATUM RL = 20.30 VERTICAL GEOMETRY LENGTH (m) 1.9101.11
0.21 6.74 0.22 6.32 0.26
0.92
0.01
0.4
0.23 5.43 0.25 2.7 0.01 4.43 0.09
0.75
0.45 10.35
33.58
33.59
34.22
31.60
31.60
32.00
32.00
32.00
34.97
34.97
34.69
34.65
34.71
34.18
33.98
FINISHED SURFACE LEVEL DATUM RL = 19.90
31.95
31.79
32.06
32.25
32.25
31.20
31.21
31.61
31.61
31.98
31.98
32.35
32.35
32.35
31.98
31.98
33.20
33.21
32.58
32.68
33.25
33.41
33.47
FINISHED SURFACE LEVEL
33.59
33.69
33.69
33.75
33.75
33.87
33.43
33.43
33.54
33.55
34.65
34.71
EXISTING SURFACE LEVEL
31.81
32.45
32.44
32.48
32.48
32.47
32.47
32.46
32.46
32.45
32.46
32.47
32.44
32.44
32.45
32.45
32.56
32.57
32.68
33.25
32.44
EXISTING SURFACE The text continues on section 14.