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Flood report · MCU26/0104
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FLOOD
ASSESSMENT
REPORT
1534 Louis Bazzo Drive,
Cootharaba
JULY 23 2026
FLOOD SMART ENGINEERING PTY LTD
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
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Section 2
Report Title: Flood Assessment Report
Project Address: 1534 Louis Bazzo Drive, Cootharaba
Project No: 26-148
Client: Joseph & Danielle Billing
Revision No. Report Date Prepared By Distributed To
001 11/03/2026 K. Bentley Joseph & Danielle Billing
002 23/07/2026 K. Bentley Joseph & Danielle Billing
Reviewed By: H. Mohammed
RPEQ # 22518
Flood Smart Engineering Pty Ltd
ABN: 61 675 505 610
P: +61 0423 256 186
[email protected]
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 3
1. Contents
1. Introduction ......................................................................................................................... 1
2. Site Details .......................................................................................................................... 2
2.1 Location ....................................................................................................................... 2
2.2 Topography .................................................................................................................. 3
2.3 Existing Use .................................................................................................................. 4
2.4 Developed Use ............................................................................................................. 4
2.5 Council Data ................................................................................................................ 5
3. Flood Assessment ................................................................................................................ 7
3.1 Flood Impact Assessment ............................................................................................ 7
3.2 Flood Immunity Level Requirements ............................................................................. 9
4. Conclusions....................................................................................................................... 10
Appendix A – Site Survey & Development Plans .....................................................................
Appendix B – Flood Information Certificate ...........................................................................
Appendix C – Figures ............................................................................................................
Appendix D – Flood Hazard Overlay Code..............................................................................
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 4
1. Introduction
Flood Smart Engineering Pty Ltd has been commissioned by Joseph & Danielle Billing to
prepare a Flood Assessment Report for the proposed development works at 1534 Louis
Bazzo Drive, Cootharaba.
The objective of this report is to assess the proposed development works with relation to
Noosa Shire Council’s (NSC) Flood Hazard Overlay Code. Detailed volumetric and planning
methodologies have been undertaken for this assessment.
This report has been prepared by Flood Smart Engineering Pty Ltd for use only by Joseph &
Danielle Billing in the capacity of the agreed purpose. Conclusions and recommendations
within this report have been based upon the information provided by the client or other
closely related associates and third-party groups (eg. government authorities) which is
assumed to be accurate. Flood Smart Engineering Pty Ltd does not hold liability for any
inaccurate information.
1
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 5
2. Site Details
Address 1534 Louis Bazzo Drive, Cootharaba
Title Lot 1 on RP162745
Area 79,177m2
2.1 Location
The subject site is located in Cootharaba, bound by reserve area to the north and east,
residential properties to the south, and Louis Bazzo Drive to the west. Lake Cootharaba is
located further east of the reserve area. The subject site is classed as Rural under NSC’s
zoning delineation.
Figure 1 – Locality Plan (NSC Interactive Mapping)
2
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 6
2.2 Topography
The site grades down from approximately RL3.0m AHD at the south-western corner to RL1.0
along the eastern boundary. Multiple locations within the site are elevated, forming island-
like pockets of land. Site survey is presented in Appendix A (which focuses on the
development area).
Figure 2 – Topography: 1m Contours (Queensland Globe)
3
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 7
2.3 Existing Use
The existing site is currently vacant, mostly vegetated by grass and trees. Access to and from
the site is located along the western boundary which connects to Louis Bazzo Drive. The site
currently contains a filled pad up to approximately RL2.8m.
2.4 Developed Use
As part of the development application, it is proposed to construct a new dwelling on the
existing filled pad. Refer to the figure below of the development plan. E
arthworks will be required as part of the
application to maintain flood storage during the defined flood event.
4
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 8
Figure 3 – Development Plan
2.5 Council Data
The site is located within NSC’s Flooding and Inundation Extent overlay as show below in
Figure 4.
NSC’s Flood Information Certificate (presented in Appendix B) identifies a defined flood level
(1% AEP flood event for year 2100) of RL3.20m AHD and maximum flood velocity of 1.20m/s.
Flooding on the site occurs as a result of backwater (rising waters) from Lake Cootharaba.
5
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 9
Figure 4 – Flood Planning Areas (NSC Flood Planning Map)
6
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 10
3. Flood Assessment
3.1 Flood Impact Assessment
To ensure that no adverse impacts are caused to neighbouring properties and the
surrounding area as a result of the proposed 12d was utilised to undertake the flood storage
capacity calculations, by inputting existing and developed scenario digital surface models
and the defined flood level.
Existing Site
Survey data was sourced for the development area and formed the existing digital surface
model which was input into 12d. Results show that the existing development area would
provide up to 4619.31m3 of flood storage capacity during the defined flood event (1% AEP
event). Existing development area contours are presented in Figure 1, Appendix C.
Figure 5 – 12d Existing Site Flood Storage Capacity
7
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 11
Developed Site
Development plans formed the developed digital surface model which was input into 12d.
The dwelling extent was input into the model as a raised blockage to the minimum habitable
level of RL3.50m AHD.
Due to the proposed filling across the site, compensatory earthworks have been proposed
towards the rear of the dwelling to compensate for the lost flood storage capacity. The
earthworks comprised of a minor batter from approximately RL2.80m to RL2.10m with a
1.15% fall tying into the existing fill batters. This new cut pad has been modelled in 12d to
compensate for the fill of the proposed dwelling.
Results show that the development area would provide up to 4628.62m3 of flood storage
capacity during the defined flood event (1% AEP event), an increase in flood storage capacity
from the existing site conditions. As such, the proposed development works are considered
to not cause an adverse impact to neighbouring properties or the surrounding area.
Developed site contours are presented in Figure 2, Appendix C.
Figure 6 – 12d Developed Site Flood Storage Capacity
8
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 12
3.2 Flood Immunity Level Requirements
Table 8.2.6.4 of the Flood Hazard Overlay Code nominates the minimum floor level
requirements for residential developments as presented below:
• Accommodation Activities = DFE + 300mm
The resulting minimum floor level for the proposed dwelling is therefore RL3.50m AHD.
The proposed development involves constructing a dwelling at RL3.50m AHD. The floor level
of the proposed dwelling therefore complies with the minimum flood planning level as
specified above.
The proposed dwelling is to be structurally designed to be able to resist hydrostatic and
hydrodynamic loads associated with flooding up to and including the 1% AEP flood event
(maximum flow velocity of 1.20m/s and maximum flood depth of 0.7m).
Water-resistant materials are to be utilised for non-habitable structures to reduce potential
for flood damage.
The Flood Hazard Overlay Code has been addressed in Appendix D of this report.
9
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 13
4. Conclusions
The objective of this report is to assess the proposed development works with relation to
Noosa Shire Council’s (NSC) Flood Hazard Overlay Code. Detailed volumetric and planning
methodologies have been undertaken for this assessment.
As part of the development application, it is proposed to construct a new dwelling on the
existing filled pad. Earthworks will be required as part of the application to maintain flood
storage during the defined flood event.
Results show that the development area would provide up to 4628.62m3 of flood storage
capacity during the defined flood event (1% AEP event), an increase in flood storage capacity
from the existing site conditions. As such, the proposed development works are considered
to not cause an adverse impact to neighbouring properties or the surrounding area.
Developed site contours are presented in Figure 2, Appendix C.
The proposed development involves constructing a dwelling at RL3.50m AHD. The floor level
of the proposed dwelling therefore complies with the minimum flood planning level as
specified in section 3.0.
The proposed dwelling is to be structurally designed to be able to resist hydrostatic and
hydrodynamic loads associated with flooding up to and including the 1% AEP flood event
(maximum flow velocity of 1.20m/s and maximum flood depth of 0.7m).
The Flood Hazard Overlay Code has been addressed in Appendix D of this report.
10
1534 Louis Bazzo Drive, Cootharaba FLOOD SMART
26-148 ENGINEERING
Section 14
Appendix A – Site Survey & Development Plans 1534 Louis Bazzo Drive, Cootharaba FLOOD SMART 26-148 ENGINEERING
Section 15
Dr
150.500"
70
9°18'
1534 Louis Bazzo Dr
Bazzo
Lot 1 RP162745
Area - 79367 m2
179°19'50"
246.990
62
0.
63
57
0.
0.
92
0.
82
0.
1.00
7091400
19
1.
69
0.
2.00
2.65
60
0.
60
0.
53
0.
70
0.
2.62
2.84
2.60
2.86
1
63
2.7
0.
M
2.84
TB
2.72
2.43
2.87
2.68
58
0.
2.84
2.52
2.44
2.80
2.88
2.72
66
0.
2.75 2.62
2.60 2.73
2.74
2.70
66
0.
2.77 2.92
2.63 2.76
Louis
7°21'00"
99.700
67
0.
66
0.
2.00
61
0.
60
0.
1.00
57
67
0.
0.
62
0.
269°01'10"
340.420
497800
498000
D & J Billing 1534 Louis Bazzo Dr
rh Lot 1 RP162745 N
rh 24/12/25 Topographic Survey - Plan 1 of 2
Rev No. Date Revision Details Rev By Ver By App By
GDA 2020 AHD der - GPS 1:1000 - Sheet 1 of
[OCR of page images]
INI
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6 | 1534 Louis Bazzo Dr
NY | Lot 1 RP162745
0 /
oO | Area - 79367 m2
\ | |
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| |
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CLIENT: DESCRIPTION:
D & J Billing 1534 Louis Bazzo Dr
S oth JOB # ATE: Lot 1 RP162745 AR
— m an 2/2108 Topographic Survey - Plan 1 of 2 &
HORIZONTAL DATUM: LEVEL DATUM SCALE: DRAWING NUMBER.
Rev No. Date Revision Details Rev By| Ver By| App By GDA 2020 AHD der - GPS 1:1000 - Sheet 1 of
1 l 2 I 5 | | | | if |
2025
u Dec 25 22:45:57
ot Th
Section 16
1534 Louis Bazzo Dr
2
0.6
Lot 1 RP162745
3
0.6
7
0.5
Area - 79367 m2
2
0.9
2
0.8
1.00
9
1.1
9
0.6
2.00 2.65
0
0.6
0
0.6
3
0.5
0
0.7
2.62
2.84 2.60
2.86
3
0.6
71
2.
M
2.84
TB
Fence
2.72 Bdy - Not Surveyed
2.43
2.87 Gas
Comms
2.68
8
0.5
Waterline
2.84 2.52
Centerline
O/H power
2.44
Stairs
2.80
2.88
2.72 Building
Bitumen
6
0.6
2.75 2.62 Kerb
2.60 2.73
2.74
ridge 83.00 Ridge
6
0.6
2.70
CG 79.06 Change of grade
2.77 2.92 TG 81.66
Top of gutter
2.63 2.76
0.000
Spot height
Sewer
7
0.6
Stormwater
6
0.6
U/G electricity
2.00
1
0.6
Notes:
1) This plan is not an Identification Survey
0
0.6
2) Underground Services may be scaled and
approximate only
3) Contact FSG on 0417703607 with
7
1.00
0.5
7
0.6
any questions
2
0.6
I, Richard Alan Henderson of FOCUS SURVEY GROUP, hereby certify that the
vertical and horizontal locations,dimensions and volumes shown on this plan are a
true and correct record and were located and checked by survey.
CPSSSI Surveyor No. 12546 Date: 19/07/19
ABN no. 89022151267
http://www.focussurveygroup.com.au
MOB 0417703607
0 4 8 12 16 20
498000
D & J Billing 1534 Louis Bazzo Dr
rh Lot 1 RP162745 N
rh 24/12/25 Topographic Survey - Plan 2 of 2
Rev No. Date Revision Details Rev By Ver By App By
GDA 2020 AHD der - GPS 1:400 - Sheet 1 of
Section 17
Last Published: Wednesday, 8 July 2026 3:11 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 N/A
LANDSLIP HAZARD NO 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
ACCESSIBLE SANITARY COMPARTMENT LOCATION: WC (GROUND FLOOR)
ACCESSIBLE SHOWER LOCATION: ENS (GROUND FLOOR)
GENERAL NOTES:
- 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 - INTERIOR DOORS NOMINATED AS 870 TO ACHIEVE MIN. 820mm CLEAR
OPENING.
- 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
FOR LOCATIONS OF REQUIRED WALL REINFORCEMENT FOR FUTURE
GRAB RAIL INSTALLATION.
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
4 PCV001 CZH 20/05/2026 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: 5 REGISTERED CONTRACT PLANS ANA 05/06/2026 ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2026 6 PLAN AMENDMENT ANA 10/06/2026 1534 LOUIS BAZZO DRIVE, COOTHARABA QLD 4565 HAMPTON F-BBRHNT30HMPTB TO THE DRAFTING OFFICE.
504723
7 PLAN AMENDMENT SLB 26/06/2026 LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
8 PCV002 + HSTP REPORT SLB 08/07/2026 1 / N/A / RP 162745 NOOSA COVER SHEET 1 / 22 1:100
Section 18
Last Published: Wednesday, 8 July 2026 3:11 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 [email protected] DUE TO MINIMUM AHD
534 TONNES OF IMPORT FILL REQUIREMENT MINIMUM HABITABLE FLOOR
ASCONS LEVEL FOR FLOODING = 3.5m 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
2.6
9
Bottom
2.6
138,240 WALL
7
137,790 OMP
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
The text continues on section 19.
Used in these records
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