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Approved Plans - MCU26 0001 & OPW26 0002 - AS PUBLISHED · MCU26/0001
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NOOSA COUNCIL
APPROVED PLAN
MCU26/0001 & OPW26/0002
9 SEPTEMBER 2026
STONE CLADDING WHITE TEXTURED ABODO TIMBER SHIPLAP CLADDING ANODIC BRONZE COBBLESTONE LIMESTONE TILE MOSAIC POOL TILES NATURAL CONCRETE COASTAL LANDSCAPE
RENDER ANODISED ALUMINIUM DRIVEWAY PALETTE
CONCEPT | POOL + GARDEN Di Da Ma DESIGN STRATEGY
For Made One Pty Ltd Scale Project No. Date Revision
17 Bottlebrush Avenue, Noosa Heads QLD 4567 @ A3 202612 28/07/2026 F DA1.03
Document Set ID: 25158025
Version: 1, Version Date: 10/09/2026
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Section 2
NOOSA COUNCIL
APPROVED PLAN
MCU26/0001 & OPW26/0002
9 SEPTEMBER 2026
PavedDriveway
29.75
SITE BMOPM117588RL:29.19
30.00
BOTTLEBRUSH AVENUE
Retain existing stormwater pipe
48°28' CPSP102648 121RP88934
30.25
33.535 CPSP117777
2,000
PLANTER
143RP88934
2,500
Natural Ground
10,000
Speed Bump PLUNGE POOL
6,000
138°28'
15.09
Crown of Bitumen
318°28'
15.09
ConcreteDriveway
6,000
8,000
BBQ / BAR
Booster Cabinet
2,000
33.535 Natural Ground
228°28'
Sew MHSL: 31.38IL: 29.68 (Records)
Retain existing sewer manhole CPBUP100710 123RP88934
Revised Design
30.50
30.25
30.00
29.25
29.75
29.50
30.50
Site Plan
1:200
Di Da Ma SITE PLAN
For Made One Pty Ltd Scale Project No. Date Revision
17 Bottlebrush Avenue, Noosa Heads QLD 4567 1:200 @ A3 202612 28/07/2026 F DA1.06
Document Set ID: 25158025
Version: 1, Version Date: 10/09/2026
Section 3
D E A B
DA4.03 DA4.03 DA4.01 DA4.01
North
DA3.01
+31.250 +31.500 +31.750 +32.000 +32.250 +32.500 +32.750 +33.000
CPSP102648 121RP88934
48°28'
FENCE
1,800H
CPSP117777
845
33.535
143RP88934 EXIT
GATE
1.5m Setback
Escape Tunnel
2m Setback
2m Landscape Setback
2.5m Setback
4,990 *May vary subject to final engineering*
Visitor Unit 01 Unit 04 (space 1) Unit 04 (space 2)
A: 13.50 m2 A: 12.96 m2 A: 12.96 m2 A: 12.96 m2
C Unit 02 (small car) C
DA4.02 A: 12.00 m2 +29.900 DA4.02
6m Setback
8m Setback
138°28'
15.09
MSB LIFT STAIR 1
A: 5.14 m2 A: 9.46 m2
West A: 1.87 m2 East
DA3.02
+29.754
GP DA3.02
+29.900
EXIT
318°28'
15.09
Car Turntable
Outline of Detention Tank below
GD
Driveway. Refer Civil Engineers
drawings.
8,695 Unit 03
GD
A: 12.96 m2
6m Setback
PANEL LIFT BATTEN GATE
6,035
6,355
6,355
+29.772
3000 Litre
Retention
Water Tank
2.5m Setback
Unit 03
A: 12.96 m2
2m Setback
+29.760
FIRE BOOSTER REFUSE 1.5m Setback
A: 3.74 m2 A: 2.52 m2
GP
710
+31.500 +31.750 +32.500 +32.750 33.535
228°28'
CPBUP100710 123RP88934
South
DA3.03
Revised Design
D E A B
DA4.03 DA4.03 DA4.01 DA4.01
NOOSA COUNCIL
APPROVED PLAN
MCU26/0001 & OPW26/0002
BASEMENT 9 SEPTEMBER 2026
1:100
Di Da Ma BASEMENT
For Made One Pty Ltd Scale Project No. Date Revision
17 Bottlebrush Avenue, Noosa Heads QLD 4567 1:100 @ A3 202612 28/07/2026 F DA2.01
Document Set ID: 25158025
Version: 1, Version Date: 10/09/2026
Section 4
D E A B
DA4.03 DA4.03 DA4.01 DA4.01
North
DA3.01
CPSP102648 121RP88934
48°28'
143RP88934 33.535
+36.250
CPSP117777
GP
2,550
2,550
2,740
+36.550
1.5m Setback
2m Setback
2.5m Setback SCN.01
6,186
BAL.01 SCN.01
11,002
FW DINING
A: 5.24 m2
KITCHEN
A: 9.96 m2
TERRACE REAR TERRACE
A: 50.33 m2 A: 26.09 m2
1
POOL 3 x 7.5
BAL.0
UNIT
A: 25.35 m2
FW
C C
DA4.02 DA4.02
03 CL
2m Landscape Setback
6m Setback
Unit 3
6m Setback
138°28'
15.09
SCN.02
LIFT STAIR 1
West FW
FFL+36.370 A: 4.83 m2 A: 9.57 m2
East
DA3.02 DA3.02
LIVING
A: 18.06 m2
LDRY NBN/DB
A: 1.23 m2
318°28'
POOL TERRACE
15.09
A: 17.66 m2 5,600
PASSAGE
A: 8.56 m2
Pool Equip 7,645
BEDROOM 2
BEDROOM 1 A: 12.80 m2
9,746 A: 11.83 m2
BATHR'M
A: 6.21 m2
WC
FW WC
WIR BEDROOM 3
A: 4.97 m2 ENSUITE A: 11.48 m2
6,186 A: 6.25 m 2
TERRACE
AC A: 11.48 m2
2.5m Setback
2m Setback
3,140
3,055
+36.250 +36.550
2,145 1.5m Setback
2,145
33.535
228°28'
CPBUP100710 123RP88934
South
DA3.03
Revised Design
D E A B
DA4.03 DA4.03 DA4.01 DA4.01
NOOSA COUNCIL
APPROVED PLAN
MCU26/0001 & OPW26/0002
LEVEL 1
9 SEPTEMBER 2026
1:100
Di Da Ma LEVEL ONE
For Made One Pty Ltd Scale Project No. Date Revision
17 Bottlebrush Avenue, Noosa Heads QLD 4567 1:100 @ A3 202612 28/07/2026 F DA2.03
Document Set ID: 25158025
Version: 1, Version Date: 10/09/2026
Section 5
DATE PLOTTED: Wednesday, 20 May 2026 3:06:15 PM BY : CHANELLE STRYDOM
LEGEND
T
W
SITE BOUNDARY
T
29.25
29.50
EXISTING LAND PARCELS
W
T
LOT 0 ON LOT 121 ON
33. DESIGN CONTOURS (INTERVALS OF 0.50m)
SP102648 RP88934 50
W
T
36 EXISTING CONTOURS (INTERVALS OF 0.25m)
.00
T
W
24.20 FINISHED SURFACE LEVEL
EXISTING 300Ø STORWMATER PIPE PLOTTED FROM
FFL 25.30 FINISHED FLOOR LEVEL
T
RECORDS. EXACT LOCATION AND DEPTHS TO BE
W
32.5
29
30
33.5
33
31
37
CONFIRMED ON SITE PRIOR TO CONSTRUCTION.
32
30.5
36.5
PROPOSED TOP OF BATTER
36
35.5
34
34.5
35
31.5
T
29.75
W
PROPOSED TOE OF BATTER
C110
PROPOSED RETAINING WALLS (TO STRUCTURAL
C110
C110
SW
T
B
D
C
ENGINEER'S DETAILS)
W
SW
30.00 PROPOSED EARTHWORKS CUT
T
W
SW
PROPOSED EARTHWORKS FILL
30.25W
SW SW SW
T
/ / SW / / SW / SW
/ / / / SW / / SW SW/ /SW / SW
/ / / SW / / /
SW / / SW / / / / / / / / / / / / / / / / /
/ / / SW / / /
SW / / SW /
SW SW SW 36.25
SW SW36.25 SW 36.25SW SW SW SW SW SW
36
31.
31
/
36
31
30.7
EXISTING WATER SERVICE
35
W W W
35
36
35.
35.0
34.50
34.7
.25
34.00
.2
BOTTLEBRUSH AVENUE
.00
.0
>
.75
50
.50
.50
T
5
25
0
/
5
0
5
S S S EXISTING SEWER RETICULATION MAIN
29.90
/
W
>
33.2
T
SW SW SW EXISTING STORMWATER
/
29.87 29.90
5
>
31.00
T T T T EXISTING UNDERGROUND TELECOMMUNICATIONS
W
T
> /
/
/ / / EXISTING FENCE
30.00
30.50
29.50
>
T
W
/
EXISTING TOP OF BATTER
36.75
LOT 0 ON
> /
SP117777
T
EXISTING TOE OF BATTER
/
W
>
/
T
>
W
PROPOSED BASEMENT
/
29.73 29.84
33.50
/
T
>
FFL 29.90
33.00
W 29.50 W
/
A PAD 29.60
>
T
/
C110
/
>
T
/
>
/
W
T
30
>
/
29.74
29
29.85
37
36.35
/
31.50
31.00
31.25
30.75
29.86
36.75
34.75
36.50
35.25
35.50
36.25
3
35.00
35.75
36.00
W
T
29.87 29.90
4.00
33.00
/
29.90
36.55
36.55
29.50
30.00
34.
/
25
36.25 36.25 /
T
/ / / / / / / / / / / / /
/ / /
Section 6
W
33 / /
0 .5 / / / / / / / /
S
NOOSA COUNCIL
W
S
T
APPROVED PLAN
MCU26/0001 & OPW26/0002
9 SEPTEMBER 2026
W
S
T
EXISTING WATER MAIN &
TELECOMMUNICATIONS TO
BE LOCATED AND LOWERED
T
S
W
APPROX. EARTHWORKS QUANTITIES:
T
LOT 0 ON LOT 123 ON
W
RP88934 NATURAL SURFACE vs EARTHWORKS DESIGN
BUP100710 SURFACE (ROAD AND SLAB BOXING)
T
30.50
30.25
W
30.00
29.25
29.75
CUT - 1,430m³
29.50
T
FILL - 15m³
W
BALANCE (SPOIL) 1,415m³
T
(SOLID VOLUME)
35.5
36.5
31.5
W30
31
30.5
T
32
29
36
37
34.5
CAUTION - EXISTING SERVICES
35
33
33.5
32.5
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c101 bulk earthworks plan.dwg
34
THE CONTRACTOR IS TO DETERMINE THE EXACT
W
T
LOCATION OF ALL EXISTING SERVICES IN THE
VICINITY OF THE PROPOSED WORKS PRIOR TO THE
START OF ANY CONSTRUCTION. THE COST OF ANY
T
W
RECTIFICATION WORKS DUE TO DAMAGE OF
EXISTING SERVICES SHALL BE BORNE BY THE
CONTRACTOR.
NOTE
CUT AND FILL SHADING REPRESENTS EARTHWORKS
BETWEEN NATURAL SURFACE AND EARTHWORKS
SURFACE LEVELS
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 15.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
DESIGN CS 1:100 1 0 1 2 3 4 5 A1
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
1:200 Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS A3
(RPEQ 25245) [email protected] BULK EARTHWORKS PLAN
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C101 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
Document Set ID: 25158025
24827382
Version: 1, Version Date: 10/09/2026
29/05/2026
Section 7
SUBJECT SITE
BDY
- LOT 0 SP117777 -
BUILDING SHOWN INDICATIVELY ABOVE LEVEL 1 TOP OF RETAINING WALL TO BE AT RL36.800 MIN
REFER TO ARCHITECTURAL DRAWINGS FFL 36.35
FOR DETAILS
RETAINING WALLS TO
ARCHITECT'S DETAILS
GROUND FLOOR
FFL 33.25 DRAINAGE SWALE
BDY
EXISTING SURFACE ENTRY GATE
(WALL SHOWN BEHIND) INDICATIVE 3kL
BOTTLEBRUSH AVENUE
RAINWATER TANK
BASEMENT
PROPOSED ACCESS DRIVEWAY FFL 29.90 REFER TO STRUCTURAL ENGINEER'S
DETAILS FOR BUILDING / RETAINING WALLS
EXISTING WATER MAIN & DESIGN SURFACE
TELECOMMUNICATIONS TO
DATUM RL 27.00 BE LOCATED AND LOWERED
SECTION A
SCALE 1:100 C101
BUILDING SHOWN INDICATIVELY ABOVE
REFER TO ARCHITECTURAL DRAWINGS
FOR DETAILS
(WALL SHOWN BEHIND)
BDY
LEVEL 1
FFL 36.35
BDY
ESCAPE
TUNNEL GROUND FLOOR NOTES:
FFL 33.25 1. EXISTING STORMWATER LINE TO BE SUPPORTED OR
0.95m
RELAID DURING CONSTRUCTION.
2. PROTECTION OF EXISTING SERVICE BY STRUCTURAL
TOP OF WALL TO BE 400mm MIN HIGHER REFER TO STRUCTURAL ENGINEER'S
ENGINEER. TO BE ASSESSED AND RPEQ CERTIFIED
THAN ADJOINING GARDEN AREA DETAILS FOR BUILDING / RETAINING WALLS
IN ACCORDANCE WITH QDC MP1.4.
EXISTING SURFACE 3. ZONE OF INFLUENCE LINES BASED ON AN ANGLE OF
EXISTING 300Ø 0.71m BASEMENT REPOSE OF 45° TO 300mm DEPTH BELOW THE
STORMWATER PIPE FFL 29.90 EXISTING STORMWATER LINE.
INDICATIVE ZONE OF INFLUENCE OF
EXISTING STORMWATER PIPE
DESIGN SURFACE
DATUM RL 27.00
SECTION B BUILDING SHOWN INDICATIVELY ABOVE
SCALE 1:100 C101 REFER TO ARCHITECTURAL DRAWINGS
FOR DETAILS
BDY
BDY
LEVEL 1
FFL 36.35
PROPOSED PLANTER BED
0.84m EXISTING SURFACE POOL TERRACE AND GARDEN
BDY
BDY
PLANTER BED WALL TO EXISTING SURFACE
BE MIN 400mm HIGH GROUND FLOOR
0.37m DRAINAGE SWALE
EXISTING 300Ø STORMWATER PIPE FFL 33.25
INDICATIVE ZONE OF INFLUENCE OF REFER TO STRUCTURAL ENGINEER'S 0.31m
EXISTING STORMWATER PIPE DETAILS FOR BUILDING / RETAINING WALLS EXISTING 300Ø STORMWATER PIPE
DESIGN SURFACE
BASEMENT INDICATIVE ZONE OF INFLUENCE OF
FFL 29.90 EXISTING STORMWATER PIPE
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c110 ewks sections.dwg
DATUM RL 28.00 DATUM RL 31.00
SECTION C SECTION D NOOSA COUNCIL
SCALE 1:100 C101 SCALE 1:100 C101 APPROVED PLAN
MCU26/0001 & OPW26/0002
9 SEPTEMBER 2026
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 14.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
DESIGN CS 1:100 1 0 1 2 3 4 5 A1
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
1:200 Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS A3
(RPEQ 25245) [email protected] BULK EARTHWORKS SECTIONS
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C110 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
Document Set ID: 25158025
24827382
Version: 1, Version Date: 10/09/2026
29/05/2026
The text continues on section 8.
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