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21007 - 9 Bottlebrush Ave Noosa Heads_BA_LANDSCAPE - 07-06-2022
HYDRANT LOCATION
GENERAL REMOVE EXISTING TREE
REAL PROPERTY DESCRIPTION
Do not scale from these drawings, figured dimensions take
Lot: 239 On: RP48111
precedence at all times - when in doubt consult the designer prior to
commencing construction. It is the builders responsibility to:
Lot / Site Area (m²): 506 m²
Local Government: NOOSA SHIRE COUNCIL
• Verify all dimensions and levels on site. 48°29' 33.504m
• Ensure all boundary setbacks are strictly adhered to. STATUTORY INFORMATION:
• Verify location and levels of all services on site. Building Classification: 1a RL 30.240 m
RL 36.100 m
• Verify that floors and finished levels enable connection to Storeys: 2 BLOCK SEPERATION
required services on site. Climate Zone: 2
• Real property information to be confirmed by licensed surveyor
WALL TO BE REMOVED
Wind Category: N3
prior to construction.
• Bearings have been corrected by modelling software to read in
BOTTLEBRUSH AVE
a clockwise direction. This may cause discrepancies of 180 deg
from original survey information. LOT 147
• Site levels, driveway design & site works to detail by others.
RP88934 BLOCK RETAINING TO BE REMOVED
These drawings have been prepared for building permit application
only. It is the builder's / proprietor's responsibility to further interpret
ALONG REAR BOUNDARY
the design and drawings to detail the project for construction.
TERMITES UNIT 1 BLOCK SEPERATION WALL
TO BE REMOVED
Protection against subterranean termites to be in accordance with
4 BED / 2 BATHROOM www.zestbuildingdesign.com.au
A.S. 3660 Part 1. (protection of buildings from subterranean REMOVE
138°28'
termites). Protection against subterranean termites to apply to all
"primary building elements". The builder is to provide physical EXISTING TREE
barriers to
the entry by subterranean termites by construction of all slabs &
L LINE
ELECTRICA
timber floor framing in accordance with A.S. 2870.1 (Residential
15.091m
footing and slab construction). and A.S. 3600 (Concrete structures
code). In addition all slab penetrations RL
:2
are to be protected using stainless steel mesh. (Termimesh or RL: 28.91m 9.9
318°28'
equivalent fitted to manuf. spec.). External perimeter barrier to be 7m
installed by excavation trenches, treating the exposed
trench and backfilling the trench with treated material and protecting
the trench with a 50mm thick concrete cover strip x 300mm wide UNIT 2 EXISTING DUPLEX TO BE
DEMOLISHED AND REMOVED
measured from the external wall of the building. 2 durable notices
4 BED / 2 BATHROOM
15.091m
shall be installed in prominent locations stating method of protection,
date of installation, life expectancy and scope and duration of future
inspections.
m
Regular inspections of the building are to be carried out to ensure the . 00
barrier has not been bridged by termites. Inspections are to be : 30
RL: 29.01m RL
carried out as per notices.
NOTES
DATUM POINT
SCREW IN KERB
All plumbing fixtures and installations including pressure
limiting devices, hot water systems and dual flush toilet RL:29.05m
suites to be WELS rated in accordance with AS/NZ 6400 - RL 36.200 m
2005 & AS 3500, and incompliance with Part 4.1 of the
Queensland Development Code (QDC).
2HR PARKING SIGN 228°29' 33.504m
All wet areas are to be waterproofed in accordance with
Clause 3.8.1, Vol 2 of NCC. WATER METERS EXISTING BITUMEN DRIVEWAY
RL 30.521 m TO BE REMOVED.
All glazing is to be installed in accordance with Clause
3.6, Vol 2 of the NCC.
EXISTING GUM TREE TO REMAIN
Stairways are to be installed in accordance with Clause
3.9.1, Vol 2 of the NCC. Plan
EXISTING SITE PLAN 1 : 100
Handrails and balustrades are to be installed to comply
with Clause 3.9.2, Vol 2 of the NCC.
Masonry to comply with AS 3700.
NEIGHBOURING BUILDING
External fixtures & fittings to be non-combustible & hot dip
NEIGHBOURING
galvanised or of corrision resitant material.
Confirm all dimensions and design information on site
BUILDING
prior to commencement of work.
STORW AT ER
Common Property
GTP591
N
Surface water drainage must be prevented from
entering the building with fgl sloping 50mm over the first 1m
away from the building & the finished slab height at a minimum
FFL 150mm above FGL or minimum 100mm above FGL in
sandy, well drained areas of low rainfall intensity (Q20
125mm), or 50mm above impermeable paved or concreted
areas all in accordance with BCA Vol 2 P3.1.2.3
DRIVEW AY
•
•
3m minimum width (AS 2890:2004 Amdt1, S2.6.1)
Maximum 1 in 4 (25%) gradient (AS 2890:2004 Amdt1,
S2.6.2)
EMT A Lot 117
HYDRANT LOCATION RP176140 RP88934
Changes in grade for straight driveways to prevent BA SA SB
vehicle scraping driveway require grade transitions
of 2m in length when: 6000 21500 6004 BB
• Summit changes in grade is over 1 in 8 (12.5%) Disclaimer: Zest Building Design Pty. Ltd. retains all
common law, statutory law and other rights including
• Sag changes in grade is over 1 in 6.7 (15%) RL 36.140 m B2 copyright and intellectual property rights in respect of this
(AS 2890:2004 Amdt1, S2.5.3(d) 48°29' 33.504m
document.
B2
Builder is to follow the best practice RL 30.240 m
1500
The recipient indemnifies Zest Building Design Pty. Ltd.
guidelines for controlling stormwater against all claims resulting from use of this document for
pollution from building sites by local council any purpose other than its intended use, unauthorized
S2 changes or reuse of the document on other projects without
The builder is responsible to check all existing the permission of Zest Building Design Pty. Ltd.
services prior to beginning construction S2
BOTTLEBRUSH AVE
Under no circumstance shall transfer of this document be
deemed a sale or constitute a transfer of the license to use
this document.
DRIVEWAY DRIVEWAY
CROSS OVER TO COUNCIL
REQUIREMENTS. REFER TO CIVIL ENG Revisions
DRAWINGS A 13/07/2021 DA Set ICB
NEIGHBOURING POOL
B 01/12/2021 DA Set TW
C 07/12/2021 PRELIM BA SET TW
NUMBER 9 D 19/01/2022 FIRE ENG SET ICB
FRONT PROPERTY BOUNDARY
1 31/01/2022 TENDER SET ICB
LOT 147
138°28'
CONCRETE 2 12/04/2022 LIFT TW
PEDESTRIAN PATH 3 07/06/2022 LANDSCAPE AMENDMENTS TW
GARDEN BED
GARDEN BED
LANDSCAPE
LANDSCAPE
RP88934
15091
LAWN
15.091m
REFER TO CIVIL
RL: 28.91m DRAWINGS
LANDSCAPE
STRET PARKING
ADDITIONAL ON
318°28'
GARDEN BED
(VISITOR)
Status
FOR CONSTRUCTION
15.091m
RL: 29.01m
Lot 118 Client
DATUM POINT RP88934
SCREW IN KERB S1
BIN ENCLOSURE
S1
NOVATO GROUP
RL:29.05m
1500
RL 36.200 m
Project
B1 RL 30.521 m 228°29' 33.504m B1
VIVIDA
2HR PARKING SIGN SB
BA BB 9 BOTTLEBRUSH AVE
WATER METERS
EXISTING GUM TREESA NEIGHBOURING BUILDING
NOOSA HEADS 4567
Drawing
Lot 119 PROPOSED SITE PLAN
RP88934
Common Property Project No Date Author
SP197112 21007 07/06/2022 TW
Scale: @ A1 Drawing No. Revision
Plan
PROPOSED SITE PLAN 1 : 100 1 : 100 A.001 3
7/06/2022 1:32:54 PM
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