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Approved Plans - MCU21-0133 & OPW21-0220
Plans and drawings
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Log in to see the plans as drawn REAL PROPERTY DESCRIPTION
GENERAL Lot: 239 On: RP48111
NEIGHBOURING BUILDING
Do not scale from these drawings, figured dimensions take Lot / Site Area (m²): 506 m²
precedence at all times - when in doubt consult the designer prior to Local Government: NOOSA SHIRE COUNCIL
commencing construction. It is the builders responsibility to: NEIGHBOURING BUILDING
STATUTORY INFORMATION:
• Verify all dimensions and levels on site. Building Classification: 1a
• Ensure all boundary setbacks are strictly adhered to. Storeys: 2
• Verify location and levels of all services on site. Climate Zone: 2
• Verify that floors and finished levels enable connection to
Wind Category: N3
required services on site.
• Real property information to be confirmed by licensed surveyor
prior to construction.
Common Property
• Bearings have been corrected by modelling software to read in GTP591
•
a clockwise direction. This may cause discrepancies of 180 deg
from original survey information.
Site levels, driveway design & site works to detail by others. N
These drawings have been prepared for building permit application
only. It is the builder's / proprietor's responsibility to further interpret
the design and drawings to detail the project for construction.
TERMITES
Protection against subterranean termites to be in accordance with
A.S. 3660 Part 1. (protection of buildings from subterranean
termites). Protection against subterranean termites to apply to all
EMT A Lot 117
"primary building elements". The builder is to provide physical HYDRANT LOCATION RP176140 RP88934
barriers to
the entry by subterranean termites by construction of all slabs & BA SA SB
timber floor framing in accordance with A.S. 2870.1 (Residential 6000 21500 6004 BB
footing and slab construction). and A.S. 3600 (Concrete structures
code). In addition all slab penetrations
are to be protected using stainless steel mesh. (Termimesh or
RL 36.140 m B2
48°29' 33.504m
equivalent fitted to manuf. spec.). External perimeter barrier to be B2
installed by excavation trenches, treating the exposed RL 30.240 m
1500
trench and backfilling the trench with treated material and protecting
the trench with a 50mm thick concrete cover strip x 300mm wide
measured from the external wall of the building. 2 durable notices
shall be installed in prominent locations stating method of protection, S2
date of installation, life expectancy and scope and duration of future
S2
BOTTLEBRUSH AVE
inspections.
Regular inspections of the building are to be carried out to ensure the
barrier has not been bridged by termites. Inspections are to be
carried out as per notices. DRIVEWAY DRIVEWAY
CROSS OVER TO COUNCIL
NOTES REQUIREMENTS. REFER TO CIVIL ENG
DRAWINGS
All plumbing fixtures and installations including pressure
NEIGHBOURING POOL
limiting devices, hot water systems and dual flush toilet
suites to be WELS rated in accordance with AS/NZ 6400 -
2005 & AS 3500, and incompliance with Part 4.1 of the NUMBER 9
FRONT PROPERTY BOUNDARY
Queensland Development Code (QDC).
LOT 147
138°28'
CONCRETE
All wet areas are to be waterproofed in accordance with PEDESTRIAN PATH
GARDEN BED
GARDEN BED
Clause 3.8.1, Vol 2 of NCC.
LANDSCAPE
LANDSCAPE
ITEM 16 - ADDITIONAL RP88934
15091
CARPARKING SPACE
All glazing is to be installed in accordance with Clause
LAWN
15.091m
3.6, Vol 2 of the NCC.
REFER TO CIVIL
Stairways are to be installed in accordance with Clause RL: 28.91m DRAWINGS
3.9.1, Vol 2 of the NCC.
STRET PARKING
ADDITIONAL ON
318°28'
Handrails and balustrades are to be installed to comply
(VISITOR)
with Clause 3.9.2, Vol 2 of the NCC.
LANDSCAPE
Masonry to comply with AS 3700. GARDEN BED
External fixtures & fittings to be non-combustible & hot dip
galvanised or of corrision resitant material.
15.091m
Confirm all dimensions and design information on site
prior to commencement of work. RL: 29.01m
Lot 118
DATUM POINT RP88934
STORW AT ER BIN ENCLOSURE
SCREW IN KERB S1 S1
Surface water drainage must be prevented from
RL:29.05m
1500
entering the building with fgl sloping 50mm over the first 1m
RL 36.200 m
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 B1 RL 30.521 m 228°29' 33.504m B1
areas all in accordance with BCA Vol 2 P3.1.2.3
SA
DRIVEW AY 2HR PARKING SIGN SB
BA BB
• 3m minimum width (AS 2890:2004 Amdt1, S2.6.1) WATER METERS EXISTING GUM TREE
• Maximum 1 in 4 (25%) gradient (AS 2890:2004 Amdt1, NEIGHBOURING BUILDING
S2.6.2)
Changes in grade for straight driveways to prevent
Lot 119
vehicle scraping driveway require grade transitions RP88934
of 2m in length when:
• Summit changes in grade is over 1 in 8 (12.5%)
• Sag changes in grade is over 1 in 6.7 (15%)
(AS 2890:2004 Amdt1, S2.5.3(d)
Common Property
SP197112
Builder is to follow the best practice
guidelines for controlling stormwater
pollution from building sites by local council
The builder is responsible to check all existing
services prior to beginning construction
Project Address Client Name Drawing Title -
9 BOTTLEBRUSH AVE APPRROVED PLAN Project Number Sheet Number
NOVATO GROUP MCU21/0133 & OPW21/0220
PROPOSED SITE PLAN
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
NOOSA COUNCIL
5 NOVEMBER 2021
-
21007 A.003
W | www.zestbuildingdesign.com.au
B INFO REQUEST 24/09/2021
0 1m 2m 3m 4m 5m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:100 DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
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