Council archive · source document
DA plans · MCU26/0104
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Last Published: Friday, 26 June 2026 4:16 PM
AS & NCC COMPLIANCE BUILDING CONTROLS & COMPLIANCE INSULATION SUSTAINABILITY BUSHFIRE REQUIREMENTS - BAL-12.5
BA ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCC 2022 AND
APPLICABLE AUSTRALIAN STANDARDS AT TIME OF APPROVAL.
CONTROL REQUIRED PROPOSED ROOF
CEILING
MIN. 60mm FOIL FACED BLANKET UNDER ROOFING
R3.0 BATTS (EXCLUDING EAVES & PORCH)
PRELIMINARY SUSTAINABILITY COMPLIANCE FOR YOUR HOME
REQUIRES FURTHER ASSESSMENT TO DETERMINE COMPLIANCE
THE BUILDER USES MATERIALS THAT COMPLY WITH AS 3959-2018 OR
HAVE BEEN TESTED TO AS 1530.8.1 IN ACCORDANCE WITH AS 3959-2018
NOOSA - SLAB IN ACCORDANCE WITH AS 2870. REFER TO ENGINEERS DETAILS SETBACKS EXT. WALLS R2.0 BATTS TO CLADDED AREAS
CRITERIA. THIS ASSESSMENT WILL BE FINALISED UPON APPROVAL OF
YOUR EXTERNAL COLOUR SELECTIONS TO DETERMINE IF VARIATIONS
(CLAUSE 3.8).
FOR ALL SLAB DETAILS. FRONT (TO OMP) MIN. 10,000mm SEE SITE PLAN WALL WRAP TO ENTIRE HOUSE
- BRICK CONTROL JOINTS PROVIDED IN ACCORDANCE WITH NCC 2022. ARE REQUIRED TO THE PROPOSED DWELLING E.G. ADDITIONAL ROOF:
SIDE A (TO OMP) MIN. 10,000mm SEE SITE PLAN
SHEET INDEX - ALL STEEL FRAMING TO BE DESIGNED TO AS 4100-2020 OR AS/NZS
SIDE B (TO OMP) MIN. 10,000mm SEE SITE PLAN
INT. WALLS R2.0 BATTS (AS PER PLAN) INSULATION, CHANGES IN WINDOW GLAZING / SIZE / ORIENTATION ETC. - PROVIDE FOIL FACED BLANKET INSULATION TO ALL COLORBOND
4600-2018. FLOOR NO ADDITIONAL INSULATION YOU WILL BE ADVISED OF ANY REQUIREMENTS OR ALTERNATIVES SHEET ROOFING.
1 COVER SHEET REAR (TO OMP) MIN. 10,000mm SEE SITE PLAN
- INSULATION TO BE INSTALLED IN ACCORDANCE WITH NCC 2022 AND ONCE THE ASSESSMENT HAS BEEN COMPLETED. - PROVIDE SARKING TO ALL TILED ROOFING INCLUDING PRESSTITE TO
2 SITE PLAN1/1500
3 SITE PLAN 1/200
ALL APPLICABLE AUSTRALIAN STANDARDS.
- TERMITE MANAGEMENT IN ACCORDANCE WITH AS 3660 AND NCC 2022.
BULK & SCALE NOTE TO OWNER WATER RATINGS VALLEYS.
- ALL ROOF PENETRATIONS TO BE SEALED WITH A NON-COMBUSTIBLE
- GLAZING IN ACCORDANCE WITH AS 1288 AND NCC 2022. SITE AREA 79,367m² THESE PLANS MAY FEATURE WORKS THAT ARE EXCLUDED FROM THE SHOWER HEADS 3 STAR (> 7.5 BUT <= 9 L/MIN) MATERIAL.
4 WATER MANAGEMENT PLAN
- SMOKE ALARMS IN ACCORDANCE WITH AS 3786 AND NCC 2022. SITE COVERAGE (TO WALL) MAX. 5% 0.48% SCOPE OF WORKS WITH THE BUILDER, BUT THEY HAVE BEEN INCLUDED TOILET SUITES 4 STAR - ALL OPENINGS IN ROOF VENTILATORS AND VENT PIPES TO BE
5 GROUND FLOOR PLAN 1/150
- ALL WATERPROOFING TO BE IN ACCORDANCE WITH NCC 2022 IN THESE DRAWINGS TO ASSIST IN THE OVERALL PLANNING AND SCREENED WITH BAL-12.5 RATED MESH.
6 GROUND FLOOR PLAN 1/100 LANDSCAPE ASSESSMENT OF THE BUILDING PROJECT. EXAMPLES OF SOME
KITCHEN TAPS 3 STAR
HOUSING PROVISIONS PART 10.2. BATHROOM TAPS 3 STAR
7 GROUND FLOOR PLAN 1/100 - ALL FIRST FLOOR WET AREAS TO HAVE SCYON FLOORING. NO APPLICABLE CONTROLS REGULARLY EXCLUDED WORKS INCLUDE DRIVEWAYS, RETAINING WALLS, WALLS, POSTS AND BEAMS:
8 GROUND FLOOR PLAN 1/100 - WET AREA FLOORS TO FALL TO FLOOR WASTES AT MIN. 1:100 AND EARTHWORKS SOLAR PANEL SPACING AND SITE DRAINAGE. PLEASE REFER TO YOUR WATER HARVESTING AND USAGE - PROVIDE SPARK ARRESTORS TO ALL EXTERNAL BRICKWORK.
9 WINDOW & DOOR SCHEDULES MAX. 1:80 GRADE (IF APPLICABLE). SCOPE OF WORKS AND COLOUR SELECTIONS DOCUMENTATION FOR TOTAL ROOF AREA 433.25 m² - EXPOSED COMPONENTS OF EXTERNAL WALLS WITHIN 400mm OF
NO APPLICABLE CONTROLS DETAILS OF INCLUDED WORKS. SOME DETAILS ARE INDICATIVE ONLY FOR
10 ELEVATIONS - SHOWER FLOORS TO FALL TO FLOOR WASTES AT MIN. 1:80 AND MAX. MIN. WATER TANK CAPACITY 60000 L GROUND OR ADJOINING ROOF SHALL BE A NON-COMBUSTIBLE
1:50 GRADE. ACCESS & AMENITY EXAMPLE FLOORING, TILING, BRICKWORK AND CLADDING (EXPANSION MATERIAL, MIN. 6mm THICK FC OR BUSHFIRE RESISTING TIMBER.
11 ELEVATIONS - CONDENSATION MANAGEMENT IN ACCORDANCE WITH NCC 2022 JOINTS, ORIENTATION AND LAYOUT) AND ARE SUBJECT TO CHANGE. MIN. ROOF AREA DIRECTED TO TANK(S) 433.25 m²
NO APPLICABLE CONTROLS
12 ELEVATIONS HOUSING PROVISIONS PART 10.8. WATER TANK(S) CONNECTED TO ALL PLUMBING FIXTURES WINDOWS AND DOORS:
13 SECTIONS - INTERIOR DOORS TO MECHANICALLY VENTILATED WET AREAS TO AND FITTINGS - PROVIDE FLYSCREENS WITH CORROSION RESISTANT MESH TO ALL
14 HOUSE EXTERIOR 3D VIEWS HAVE 20mm UNDERCUT. BUILDING INFORMATION GARDEN/LAWN AREA 79 m² OPERABLE WINDOW SASHES (NO REQUIREMENT TO SCREEN BI-FOLD /
- BUILDING SEALING IN ACCORDANCE WITH NCC 2022. FRENCH / SLIDING / STACKER DOORS).
15 KITCHEN DETAILS
- SERVICES IN ACCORDANCE WITH NCC 2022.
GROUND FLOOR PITCHING HEIGHT(S) 2615mm RECYCLED WATER - PROVIDE BAL-12.5 RATED ALUMINIUM WINDOWS AND EXTERNAL GLASS
16 WIP DETAILS - EARTHWORKS IN ACCORDANCE WITH AS 3798-2007. FRAMES AND TRUSSES STEEL RETICULATED RECYCLED WATER N/A SLIDING / STACKER DOORS.
17 BATHROOM DETAILS - EXTERNAL WALL WRAP (SARKING) IN ACCORDANCE WITH NCC 2022 (IF ROOF PITCH (U.N.O.) 26.0° - SPECIFIED ALUMINIUM FRENCH DOORS HAVE BEEN TESTED TO AS
ENERGY COMMITMENTS
18 ENSUITE DETAILS APPLICABLE). ELECTRICITY SUPPLY 3-PHASE BY OWNER 1530.8.1 WITHOUT SCREENS.
- EXHAUST FANS DUCTED TO OUTSIDE AIR (IF APPLICABLE). HOT WATER SYSTEM 315L ELECTRIC STORAGE - SPECIFIED ALUMINIUM WINDOWS HAVE BEEN TESTED TO AS 1530.8.1
19 POWDER ROOM DETAILS GAS SUPPLY BOTTLED LPG
HEATING SYSTEM 3-PHASE REVERSE CYCLE AIR CONDITIONING WITHOUT SCREENS TO FIXED PANELS.
20 WC DETAILS ROOF MATERIAL SHEET METAL
COP 3.5 - 4.0 - PROVIDE MERANTI DOOR JAMBS TO ALL EXTERNAL TIMBER FRAMED
21 LAUNDRY DETAILS SITE SPECIFIC CONTROLS ROOF COLOUR MEDIUM
COOLING SYSTEM 3-PHASE REVERSE CYCLE AIR CONDITIONING DOORS.
22 FLOOR COVERINGS EAVE VENTS 4 EER 3.5 - 4.0 - PROVIDE SAFETY SCREENS WITH CORROSION RESISTANT MESH TO
CONTROL DETAILS EXTERNAL TIMBER HUNG DOORS (IF REQUIRED).
WIND DRIVEN ROOF VENTILATORS 2
ACID SULPHATE SOIL NO VENTILATION (EXHAUST FANS) - PROVIDE SEAL TO ALL GARAGE PANELIFT / ROLLER DOORS.
TOTAL FLOOR AREAS BIODIVERSITY NO
WALL MATERIAL BRICK VENEER
AT LEAST ONE BATHROOM: - PROVIDE BUSHFIRE-RESISTING TIMBER REVEALS TO GARAGE
CLADDING
MAIN DWELLING, GROUND FLOOR BUILDING ENVELOPE YES DUCTED TO OUTSIDE AIR, INTERLOCKED TO LIGHT/10 MIN. RUN-ON TIMER PANELIFT / ROLLER DOOR OPENINGS.
WALL COLOUR LIGHT
GARAGE 50.99 BUSHFIRE BAL-12.5 KITCHEN RANGEHOOD:
SLAB CLASSIFICATION H1 OTHER:
CLASSIFIED ROAD NO DUCTED TO OUTSIDE AIR, MANUAL SWITCH ON/OFF
GRAND OUTDOOR LIVING 57.25 - ALL ABOVE GROUND EXPOSED WATER SUPPLY PIPES TO BE METAL.
DESIGN WIND CLASSIFICATION N3 (NOT EXPOSED) NO MECHANICAL VENTILATION TO LAUNDRY
LIVING 263.78 - ALL ABOVE GROUND EXTERNAL GAS PIPES AND FITTINGS TO BE STEEL
PORCH 12.09 ESTATE/DEVELOPER GUIDELINES COOTHARABA, NOOSA SHIRE PRIMARY FLUORESCENT/LED LIGHTING (INCL. COVER) OR COPPER IN ACCORDANCE WITH AS 3959-2018.
384.12 m² HERITAGE NO NCC 2022 Part 10.8 Condensation Management applies to this N/A
LANDSLIP HAZARD NO
approval NATURAL LIGHTING PRELODGEMENT
AREAS (TO EAVE) MINE SUBSIDENCE NO NATURAL LIGHTING TO KITCHEN PRELODGEMENT CHECKED AND ACKNOWLEDGED.
MINIMUM FLOOR LEVEL 3.500m AHD 3 x BATHROOM(S)/TOILET(S) APPLICABLE CLAUSE(S): MINIMUM HABITABLE FLOOR LEVEL: 3.5M AHD,
PORCH (TO EAVE) 18.90
NOISE ATTENUATION NO FLOOD REPORT FROM A HYDRAULIC ENGINEER IS REQUIRED TO
18.90 m² ALTERNATIVE ENERGY
SALINE SOIL NO CONFIRM THERE IS NO IMPACT ON ADJOINING LOTS; PLEASE PROVIDE
PHOTOVOLTAIC SYSTEM MIN. 3KW PEAK SITE SPECIFIC METHOD 2 FROM A BUSHFIRE CONSULTANT; 60000L TANK
SITE CLASSIFICATION P
SNOW LOAD NO OTHER REQUIRED + ADDITIONAL 5000L TANK FOR BUSHFIRE WITH FITTINGS PER
COMMENTS.
WITHIN 1km CALM SALT WATER 400m GAS COOKTOP, ELECTRIC OVEN
WITHIN 50km BREAKING SURF 8.50km NO FIXED OUTDOOR CLOTHESLINE
NO FIXED INDOOR CLOTHESLINE NCC 2022 LIVABLE HOUSING COMPLIANCE
STEP FREE ENTRANCE LOCATION: BETWEEN HALL 2 AND GARAGE
At least one sanitary compartment and one shower must comply with the Falls to shower floor wastes must be min 1:80, max 1:50 in accordance ACCESSIBLE SANITARY COMPARTMENT LOCATION: WC (GROUND FLOOR)
ACCESSIBLE SHOWER LOCATION: ENS (GROUND FLOOR)
ABCB Standard for Livable Housing Design. Wall reinforcement must be with the NCC. Falls to other floor wastes (where provided) are to be in
GENERAL NOTES:
installed as per Part 6.2. accordance with QDC MP 4.5 Part A5 - THRESHOLD OF ACCESSIBLE SHOWER ENTRY TO BE MAX. 5mm.
- THRESHOLD OF STEP FREE ENTRANCE DOOR TO BE MAX. 5mm.
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\504700 files\504723 - Billing\Plans\504723 Billing_AC29.pln
- THRESHOLD OF INTERIOR DOORS SERVICING HABITABLE ROOMS,
LAUNDRY, ACCESSIBLE SANITARY COMPARTMENT AND ROOM
CONTAINING ACCESSIBLE SHOWER TO BE MAX. 5mm.
LOCATION MAP Step-free access must be provided to at least one dwelling entrance. This - INTERIOR DOORS NOMINATED AS 870 TO ACHIEVE MIN. 820mm CLEAR
OPENING.
has been determined to be via the garage - CORRIDORS CONNECTING HABITABLE ROOMS, ACCESSIBLE SANITARY
COMPARTMENT AND ROOM CONTAINING ACCESSIBLE SHOWER TO
ACHIEVE MIN. 1000mm CLEARANCE BETWEEN FINISHED SURFACE OF
OPPOSING WALLS (EXCL. SKIRTINGS).
- REFER TO APPLICABLE WET AREA PLANS AND INTERIOR ELEVATIONS
The dwelling must comply with the ABCB Standard for Livable Housing FOR LOCATIONS OF REQUIRED WALL REINFORCEMENT FOR FUTURE
GRAB RAIL INSTALLATION.
Design.
SUBJECT TO NCC 2022
(1 MAY 2024)
WATERPROOFING & PLUMBING
CONDENSATION MANAGEMENT
7-STAR ENERGY EFFICIENCY
LIVABLE HOUSING
PLAN ACCEPTANCE BY OWNER
SIGNATURE: DATE:
SIGNATURE: DATE:
PLEASE NOTE THAT VARIATIONS WILL NOT BE ACCEPTED
© 2026 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND AFTER THIS PLAN ACCEPTANCE HAS BEEN SIGNED
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MRS. DANIELLE NATASHA & MR. JOSEPH POWELL BILLING HUNTER 37 H-BBRHNT30SB
Template Version: 24.042
3 CONSOLIDATED TENDER PLANS KNJ 06/05/2026 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: 4 PCV001 CZH 20/05/2026 ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2026 5 REGISTERED CONTRACT PLANS ANA 05/06/2026 1534 LOUIS BAZZO DRIVE, COOTHARABA QLD 4565 HAMPTON F-BBRHNT30HMPTB TO THE DRAFTING OFFICE.
504723
6 PLAN AMENDMENT ANA 10/06/2026 LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
7 PLAN AMENDMENT SLB 26/06/2026 1 / N/A / RP 162745 NOOSA COVER SHEET 1 / 22 1:100
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of sections 2 to 4 (of 30)
Section 2
Last Published: Friday, 26 June 2026 4:16 PM
REFER TO SHEET 1 (COVER SHEET) FOR
ALL BUILDING INFORMATION REGARDING:
- SUSTAINABILITY REQUIREMENTS
CLIENT TO REMOVE TREES, STUMPS INCLUDING ROOTS, MULCH & UNDERGROWTH
AND SLASH/SCRAPE LONG GRASS FROM THE BUILDING AREA. WHERE STUMPS
HAVE BEEN REMOVED THE GROUND IS TO BE FILLED AND COMPACTED.
OVERHEAD POWER LINES ARE PRESENT BAL-12.5 BUSHFIRE REQUIREMENTS
SEE SHEET 1 (COVER SHEET) FOR DETAILS
- SITE CLASSIFICATION
- GENERAL BUILDING INFORMATION SITE CLASSIFICATION P. SOIL SURFACE AS PER STA CONSULTING ENGINEERS
ES 266785, DATED 25TH FEBRUARY 2026.
179°18'30"
REFER TO WATER MANAGEMENT PLAN APPROX. 1200-1500mm UNCERTIFIED FILL ON SITE
246.59
FOR ALL ROOF COLLECTION, SURFACE NO ROCK ENCOUNTERED AT TIME OF SITE INVESTIGATION
DRAINAGE CONNECTIONS AND WERE TREES IDENTIFIED WITHIN THE ZONE OF INFLUENCE OF THE PROPOSED
DISCHARGE SYSTEMS. BUILDING FOOTPRINT - NO
IS THE SITE SUBJECT TO MARINE/COASTAL FALLOUT - NO
DRIVEWAY AND RETAINING WALLS BY
OWNER UNLESS NOTED OTHERWISE IN OWNER SHALL INSTALL AND MAINTAIN AN ALL-WEATHER ACCESS ROAD TO &
THE CONSOLIDATED TENDER AND/OR WITHIN THE PROPERTY BOUNDARIES AND UP TO THE BUILDING SITE, SUITABLE FOR
COLOUR SELECTIONS DOCUMENTATION. ARTICULATED VEHICLES FOR CONSTRUCTION PURPOSES TO THE SATISFACTION OF
THE BUILDER. IT IS THE OWNER'S RESPONSIBILITY FOR THE ONGOING
137,790 OMP
138,240 WALL
PROPOSED TREES BY OWNER AFTER MAINTENANCE OF THE INSTALLED ACCESS ROAD.
HANDOVER UNLESS NOTED OTHERWISE
IN THE TENDER DOCUMENTATION.
NO ADDITIONAL EARTHWORKS TO BE
APPROX. CUT/FILL UNDERTAKEN UNDER ANY CIRCUMSTANCES
CUT 0.00m³ 0.00t PRIOR TO PLUMBING FINAL AND HANDOVER
FILL (MAX 524mm) 237.40m³ 534.15t
DIFFERENCE 237.40m³ 534.15t PAD RL CRITICAL @ 3165mm DUE TO MINIMUM
534 TONNES OF IMPORT FILL AHD REQUIREMENT MINIMUM HABITABLE FLOOR
ASCONS LEVEL FOR FLOODING = 3500mm AHD
SEWER
SL:??.??? 0.60
3
0.5
IL:??.???
HSTP
0.6
3
0.6
DEPTH: ?.???
0.62
2.39
2
2.9
2.5
5
0.6
2.4 5
TBM 2 Nail
7
2.70
2.5
4
To
p
of
Bottom of
Ba
nk
in Dumpy
2.695 RL
PROVIDE A BRIGHTON HOMES SEPTIC SYSTEM AND 2 X 22,500LT IN-GROUND CONCRETE RAINWATER TANK PACKAGE,
Bank
2.3
8
3.00
2.5
Tree Legend
9
INCLUDING:
0.6
2
0.62
2.6
2
A) 90MM PVC DOWNPIPES AND UPGRADED STORMWATER TO 100MM (SEWER GRADE) FOR CHARGED DOWNPIPES TO THE TANK.
2.6
2
1
2.6
2.85
0 2.6
2
B) 2 X 22,500LT LIGHT TRAFFICABLE CONCRETE WATERTANK
0.64
2.6
2.56
0
3
2.8
0.6
C) CONCRETE HSTP SYSTEM
2.8
5
S
3
2.63
137,790 OMP
138,240 WALL
2.6
9
Bottom
2.6
7
D) SUBMERSIBLE PUMP TO THE RAINWATER TANK.
of Bank
Found
Stake
NGL 2.800
4
2.81
FILL 0.365
0 NGL 2.736
Found
Stake
0.6 8
2.1 FILL 0.429 2.7
5
5
NGL 2.697
7
2.7
2.5 6
5 FILL 0.468
6
E) WATER TANK CONNECTION TO THE HOUSE.
2
6 nk
0. Ba
NGL 2.674
53,877 OMP
of
0.64
p 2.6
FILL 0.491 9
To
Ø=Trunk Dia
2.7
7
53,877 OMP
9
H
54,329 WALL
2.2
SEPTIC SYSTEM INFORMATION:
2.6
7
0.61
2.6 2.6
2.87
2.8
5 9
54,329 WALL
H=Tree Height
AIR CONDITIONING UNIT
F) LOCATION OF THE SEPTIC TANK TO BE NO MORE THAN 10.0 LINEAL METRES FROM THE HOME. 160,204 WALL
APPROX. LOCATION OF SOLAR PANELS
8
2.7 2.8
HOT WATER SERVICE 2 8
2.7 SOLAR INVERTER
2.66
160,204 WALL 7
S=Tree
9
PAD RL
LPG MOUNTING BRACKET
FILL
159,752 OMP
AND CONCRETE2.6PAD FOR
3.165 GROUND
G) BRIGHTON HOMES WILL CONNECT THE SEWER LINE TO THE SEPTIC TANK TO WITHIN 10.0 LINEAL METRES FROM HOME.
2.7
EXCHANGE BOTTLES 8 ONLY 0
(BOTTLES BY OWNER)
FLOOR FFL
0.69
159,752 OMP 3.550
3-PHASE 30-POLE
Spread
METER BOX
2.8
SEDIMENT CONTROL Section 3
FENCE
APPROX. DRIVEWAY 2.8
2.63
3
NGL 2.710
0.63
2.68
BY OWNER
H) BRIGHTON HOMES WILL CONNECT POWER WITH A SEPARATE CIRCUIT TO THE SEPTIC TANK.
FILL 0.455
TOTAL AREA: 168m²
NGL 2.641
6,000
Bo
TO BDY: 168m²
tto
FILL 0.524 2.8
LOT 1
Found
Stake
5
m
(Total Canopy)
of
4,00
2.50
Ba
Found
Stake
2.6
nk
9
I) NO ALLOWANCE TO PROVIDE AND INSTALL AN INTERNAL SEPTIC ALARM. (ALARM SUPPLIED AND INSTALLED AT TANK LOCATION
0
300.3
89°0'
2.8
0.64
3
79177M2
2.7
2
NGL 2.833
175,177 WALL
FILL 0.332 NGL 2.780
10
NGL 2.840 NGL 2.727
11,250
APPROX. LOCATION OF 10,000LT
H
Ø
2.56
NGL 2.811 FILL 0.385
BY MANUFACTURE.
WATER TANK BY OWNER FOR FILL 0.438
174,019 PORC
FILL 0.325
BUSHFIRE PURPOSES. LOCATION
173,636 OMP
FILL 0.354 2.7
0.64
TO BE CONFIRMED BY CLIENT. 8
16,50
2.63
APPROX LOCATION 2x 30,000
LITRE IN-GROUND CONCRETE
0
RAINWATER TANK (BY BUILDER)
2.8
3
J) NO ALLOWANCE TO PROVIDE SUB-SURFACE IRRIGATION IF REQUIRED.
2.7
0.61
2
2.7
5
N
2.6
6 16.5LM TUNNEL
TRENCHING BY BUILDER
APPROX. LOCATION OF
39,051 DRIVEWAY
K) IF REQUIRED GRASS OR TURF COVER TO BE ESTABLISHED BY OWNER PRIOR TO PLUMBING FINAL FOR EFFLUENT SPRAY OR
0.6 HSTP. LOCATION TBC UPON
2.59
0.60
11
RECEIPT OF HSTP REPORT
0.63
340.42
269°0'
TREE SCHEDULE
2.7
7
0.8
TBM 3 Nail
2.48
0.66
SUB-SURFACE IRRIGATION AREA AS STATED ON SEPTIC SYSTEM APPROVAL.
12
2.7
7
1.0
1.17
2.6
9
13
in Dumpy
RL 2.741
2.6
No. Name T 'Ø' Spr 'Ø' 'H'
4
L) OWNER ACKNOWLEDGES THAT IT IS THE OWNER’S RESPONSIBILITY TO ENSURE PROPOSED EFFLUENT SPRAY DISPOSAL AREA
1.2
14
2.6
2
TBM 1 Nail
2.38
APPROX. LOCATION OF
U/G Power
PRIVATE TIMBER LEAD-IN
IS CLEARED OF TREES AND OVERGROWN VEGETATION PRIOR TO COMMENCEMENT OF CONSTRUCTION. OWNER TO OBTAIN ALL
2.7 POLE (BY OWNER).
2.4
6 EXACT LOCATION TO BE
5
1 TREE 0.40 m 10.0 m 22.0 m
CONFIRMED ON SITE.
To
0.79
2.67 2.60
p
of
in Dumpy
2.696 RL
2.7
Ba
1 2.5
nk
9
15
1.20
NECESSARY COUNCIL APPLICATIONS FOR REMOVAL OF TREES AS REQUIRED.
Tr
2.6
1.8 5
4
ac
2.59
1.7
1
k
Section 4
1
2.6
2.6
2 TREE 0.40 m 10.0 m 22.0 m
3
1.8
M) NO ADDITIONAL EARTHWORKS TO THE IRRIGATION AREA ARE TO BE UNDERTAKEN UNDER ANY CIRCUMSTANCES PRIOR TO
1.78
2.73
Top of Bank
2.62
3 TREE 0.30 m 8.0 m 16.0 m
4,14
16
1.38
4
PLUMBING FINAL AND HANDOVER.
21
2.74
2.56
2.65
17
ck
8
2.6
4 TREE 0.30 m 8.0 m 16.0 m
Tra
2.31
n
tatio
N) SUBJECT TO FINAL SEPTIC SYSTEM DESIGN.
Conduit
Vege
18
2.6
2.28
2.4
1.6
2.2
1.8
2.42
2.
0
2.38
1.33
e
1.4
5 TREE 0.30 m 8.0 m 16.0 m
19
PLEASE NOTE – NO ALLOWANCES FOR THE FOLLOWING HAVE BEEN MADE: CA To Louis
Bazzo Driv
20
Re
O) TUNNEL TRENCHING OR ADDITIONAL COSTS IF HSTP OR WATERTANK ARE SETBACK FURTHER THEN 10M FROM THE HOUSE.
fe
rt U 6 TREE 0.30 m 8.0 m 16.0 m
rv TI
o
Su
P) IF ROCK IS ENCOUNTERED DURING THE EXCAVATION. SHOULD IT BE ENCOUNTERED, IT WILL BE CHARGED TO THE CLIENT BY ey O
ca N 7 TREE 0.30 m 8.0 m 16.0 m
Lo
tio :
WAY OF VARIATION. n
no
te 8 TREE 0.30 m 8.0 m 20.0 m
Q) EXPORT OF SPOIL REMOVED FOR PLACEMENT OF THE ABOVE TANKS, SHOULD IT BE DEEMED UNUSABLE ON SITE
9 TREE 0.30 m 8.0 m 20.0 m
10 TREE 0.50 m 10.0 m 22.0 m
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\504700 files\504723 - Billing\Plans\504723 Billing_AC29.pln
11 TREE 0.30 m 8.0 m 20.0 m
RCH
ALL
P
173,636 OM
12 TREE 0.40 m 10.0 m 22.0 m
175,177 W
174,019 PO
13 TREE 0.40 m 10.0 m 22.0 m
14 TREE 0.50 m 10.0 m 22.0 m
15 TREE 0.40 m 9.0 m 16.0 m
SANDBAGS OVERLAP 16 TREE 0.50 m 10.0 m 22.0 m
ONTO KERB 17 TREE 0.30 m 8.0 m 17.0 m
18 TREE 0.50 m 10.0 m 20.0 m
19 TREE 0.50 m 10.0 m 22.0 m
GAP BETWEEN SANDBAGS 20 TREE 0.40 m 9.0 m 18.0 m
THREE LAYERS OF
ACTS AS SPILLWAY SANDBAGS WITH 21 TREE 0.50 m 8.0 m 15.0 m
F ENDS OVERLAPPED
RUNOF
SUBJECT TO NCC 2022
SANDBAG KERB INLET (1 MAY 2024)
SEDIMENTATION TRAP WATERPROOFING & PLUMBING
CONDENSATION MANAGEMENT
BERM (0.3m 7-STAR ENERGY EFFICIENCY
50 x 25 x 1000 MIN. L
STAKE OR MEMBRANE TO BE BIDIM U24 ENGTH MIN. HEIGHT) LIVABLE HOUSING
CONSTRUCTION SITE 15m
STAR PICKET OR APPROVED EQUIVALENT 150.47
0.2m EXISTING 9°18'
PLAN ACCEPTANCE BY OWNER
600
ROADWAY
150
GEOTEXTILE SIGNATURE: DATE:
BURY APPROXIMATELY 150mm FABRIC
OF MEMBRANE AND TEMPORARILY NO
FF Louis
RU Bazzo 99.7
BACKFILL TO RESTORE PRIOR 50-70mm Drive 7°21'
NATURAL SURFACE NATURAL SURFACE LEVEL GRAVEL
DOWNHILL OF MEMBRANE RUNOFF FROM PAD SIGNATURE: DATE:
NOT TO BE DISTURBED DIRECTED TO SEDIMENTATION TRAP
SILT FENCING DETAIL TEMPORARY CONSTRUCTION EXIT
PLEASE NOTE THAT VARIATIONS WILL NOT BE ACCEPTED
© 2026 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND AFTER THIS PLAN ACCEPTANCE HAS BEEN SIGNED
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MRS. DANIELLE NATASHA & MR. JOSEPH POWELL BILLING HUNTER 37 H-BBRHNT30SB
Template Version: 24.042
3 CONSOLIDATED TENDER PLANS KNJ 06/05/2026 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: 4 PCV001 CZH 20/05/2026 ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2026 5 REGISTERED CONTRACT PLANS ANA 05/06/2026 1534 LOUIS BAZZO DRIVE, COOTHARABA QLD 4565 HAMPTON F-BBRHNT30HMPTB TO THE DRAFTING OFFICE.
504723
6 PLAN AMENDMENT ANA 10/06/2026 LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
7 PLAN AMENDMENT SLB 26/06/2026 1 / N/A / RP 162745 NOOSA SITE PLAN1/1500 2 / 22 1:1500
The text continues on section 5.
Used in these records
DA plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.2 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.