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2021-09-07 Planning & Environment Committee Meeting Agenda
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AGENDA
Planning & Environment
Committee Meeting
Tuesday, 7 September 2021
commencing at 9.30am
Council Chambers, 9 Pelican Street, Tewantin
Committee: Crs Brian Stockwell (Chair), Karen Finzel, Clare Stewart, Tom Wegener
“Noosa Shire – different by nature”
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Full text of sections 2 to 46 (of 143)
Section 2
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
TABLE OF CONTENTS
ITEM PAGE
1 ATTENDANCE & APOLOGIES 3
2 CONFIRMATION OF MINUTES 3
3 PRESENTATIONS 3
4 DEPUTATIONS 3
5 REPORTS FOR CONSIDERATION OF THE COMMITTEE 4
1 DBW21/0112 – APPLICATION FOR BUILDING WORKS ASSESSABLE
AGAINST THE PLANNING SCHEME - WORKS WITHIN 4.5M OF REVETMENT
WALL (GLASS POOL FENCE) AT 12 TOPSAILS PLACE, NOOSAVILLE 4
2 MCU17/0563.02 & OPW17/0597.02 - OTHER CHANGE TO A DEVELOPMENT
APPROVAL FOR A MATERIAL CHANGE OF USE FOR 2 X MULITPLE HOUSING
TYPE 2 - DUPLEXES AND OPERATIONAL WORKS (ENGINEERING WORKS
AND LANDSCAPING) TO INCLUDE SHORT TERM ACCOMMODATION AT 30 &
32 THE COCKLESHELL, NOOSAVILLE 17
3 MCU21/0087 - DEVELOPMENT APPLICATION FOR A MATERIAL CHANGE OF
USE – SHORT TERM ACCOMMODATION AT 51 TINGIRA CRESCENT,
SUNRISE BEACHOCUMENT INFORMATION 43
4 131999.983057.01 - PRE-RESPONSE REQUEST TO CHANGE CONDITIONS
OF P&E COURT ORDER (3226/2000) FOR DEVELOPMENT PERMIT FOR A
MATERIAL CHANGE OF USE FOR MULTIPLE DWELLNGS (4 UNITS) AT 269
GYMPIE TERRACE, NOOSAVILLE 57
5 MCU21/0109 – DEVELOPMENT APPLICATION FOR A MATERIAL CHANGE OF
USE FOR OFFICE AT 4/216 DAVID LOW WAY, PEREGIAN BEACH 73
6 MCU20/0155 - REPRESENTATIONS TO DEVELOPMENT PERMIT FOR
MATERIAL CHANGE OF USE FOR SHORT TERM ACCOMMODATION AT 75
WILLIAMS ROAD, KIN KIN 80
7 MCU20/0149 - REPRESENTATIONS TO DEVELOPMENT PERMIT FOR
MATERIAL CHANGE OF USE FOR SHORT TERM ACCOMMODATION 29
FERGUSON STREET, SUNSHINE BEACH 91
8 MCU17/0002.02 & OPW17/0035.02 - APPLICATION FOR AN OTHER CHANGE
TO A DEVELOPMENT PERMIT FOR MATERIAL CHANGE OF USE –SHORT
TERM ACCOMMODATION & OPERATIONAL WORKS AT 14 ANN ST
NOOSAVILLE 106
9 SPS21/0288 – REQUEST TO APPLY SUPERSEDED PLANNING SCHEME –
MATERIAL CHANGE OF USE FOR COMMUNITY USE – WELLBEING TYPE 2
SOCIAL & ANCILLARY DWELLING UNIT (CARETAKERS RESIDENCE) AT 7
WOODLAND DRIVE, PEREGIAN BEACH 123
6 REPORTS FOR NOTING BY THE COMMITTEE 142
10 PLANNING APPLICATIONS DECIDED BY DELEGATED AUTHORITY – JULY
2021 142
7 CLOSED SESSION 143
Page 2 of 143
Section 3
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
1 ATTENDANCE & APOLOGIES
2 CONFIRMATION OF MINUTES
The Minutes of the Planning & Environment Committee Meeting held on 10 August 2021 be
received and confirmed.
3 PRESENTATIONS
Nil.
4 DEPUTATIONS
Nil.
Page 3 of 143
Section 4
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
5 REPORTS FOR CONSIDERATION OF THE COMMITTEE
1 DBW21/0112 – APPLICATION FOR BUILDING WORKS ASSESSABLE AGAINST THE
PLANNING SCHEME - WORKS WITHIN 4.5M OF REVETMENT WALL (GLASS POOL
FENCE) AT 12 TOPSAILS PLACE, NOOSAVILLE
Author Assistant Development Planner, Maxwell Potter
Environment and Sustainable Development Department
Index ECM / Application DBW21/0112
Attachments 1. Proposal Plan
APPLICATION DETAILS
Applicant Dawn Ellen Mackenzie
Proposal Building Works - Works within 4.5m of revetment wall
Properly Made Date 30 June 2021
Information Request Date Not applicable
Information Response Date Not applicable
Decision Due Date 16 September 2021
PROPERTY DETAILS
Property Address 12 Topsails Pl Noosaville Qld 4566
RP Description Lot 494 RP 880345
Land Area 830m²
Existing Use of Land Dwelling house
STATUTORY DETAILS
SEQRP Designation Urban Footprint
Zone Low Density Residential Zone Code
Precinct Not applicable
Local Plan Area Noosaville Local Plan Area
Overlays Acid Sulfate Soils
Flood Hazard Overlay
Assessment Type Code
RECOMMENDATION
That Council note the report by the Assistant Development Planner to the Planning & Environment
Committee Meeting dated 7 September 2021 regarding Application No. DBW21/0112 for a
Development Permit for Building Works - Works within 4.5m of revetment wall situated at 12 Topsails
Pl Noosaville and:
A. Approve the application in accordance with the following conditions:
Approved Plans
1. Development undertaken in accordance with this approval must generally comply with
Page 4 of 143
Section 5
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
the approved plans of development. The approved plans are listed in the following table
unless otherwise amended by these conditions.
Plan No. Rev. Plan/Document Name Date
1 A Site Plan, prepared by Mandy’s Design & Drafting 19 May 2021
2 A Floor Plan, prepared by Mandy’s Design & Drafting 19 May 2021
3 A Elevations, prepared by Mandy’s Design & Drafting 19 May 2021
01 . Concrete Footing Layout, prepared by AAA Design & 09/06/2021
Development Pty Ltd
Building
2. The proposed works must be maintained in a sound state of repair in accordance with
the approved plans.
B. Note the report is provided in accordance with Section 63(5) of the Planning Act 2016.
REPORT
1. PROPOSAL
The applicant is seeking approval for a 1.2m high glass pool fence that has been constructed along
the inside of the revetment wall. The pool fence spans the full width of the lot and is supported by its
own separate footing. An additional 1.2m high glass pool fence has been constructed approximately
9.77m in from the southern side boundary and connects the proposed pool fence and the pool fence
which was approved in 2015.
Figure 1 – Locality
Page 5 of 143
Section 6
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 2 – Site Plan
Page 6 of 143
Section 7
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 3 – Floor Plan
Page 7 of 143
Section 8
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 4 – Elevations
Figure 5 – Concrete Footing Layout
Page 8 of 143
Section 9
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 6 – Glass Pool Fences (photos provided by the applicant)
2. SITE DETAILS
2.1. Background
The existing dwelling house received building approval in 1995.
Alterations and additions to the dwelling and a new pool fence received building approval in 2015.
2.2. Site Description
The subject site fronts both Topsail Place to the south and the Noosa Waters canal to the north. The
site is occupied by a 2-storey dwelling house and a pool which is located at the rear of the site.
2.3. Surrounding Land Uses
The surrounding land uses of the subject site are dwelling houses with pools and jetties which are
reflective of the Low density residential zoning.
3. ASSESSMENT
3.1. Instruments for Statutory Assessment
Under the Planning Act 2016 the application must be assessed against each of the following
statutory planning instruments to the extent they are relevant to the development:
State Planning Policy;
South East Queensland Regional Plan;
Planning Regulation 2017;
Noosa Plan 2020.
3.2. State and Other Statutory Instruments
State Planning Policy
Noosa Plan 2020 is generally consistent with the State Planning Policy July 2017 (SPP) and the
SPP raises no further issues relevant to the proposed development.
Page 9 of 143
Section 10
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
South East Queensland (SEQ) Regional Plan
The site is located within the Urban Footprint of the SEQ Regional Plan. The proposal is consistent
with the regional policies of the SEQ Regional Plan.
Planning Regulation 2017
The proposal is for urban activity within the Urban Footprint and is consistent with the assessment
benchmarks contained in the Planning Regulation 2017 for the SEQ Region.
3.3. Statutory Instruments – Planning Scheme
The application must be assessed against each of the following codes to the extent they are relevant
to the development:
Low Density Residential Zone Code;
Low Density Housing Code;
Noosaville Local Plan Code;
Flood Hazard Overlay Code;
Acid Sulfate Soils Overlay Code; and
Works Codes.
Locality Provisions
The subject site is located in the Noosaville Locality and is zoned Low Density Residential. The
proposed use is identified as a consistent use with the zone and is required to follow a code
assessable application process.
The application has been found to generally comply with all applicable statutory instruments. The
pertinent issues arising out of the assessment are discussed below:
Criteria Planning Scheme Proposal Complies
Boundary setbacks
Rear 4.5 metres min 0 metres X
Setbacks
Setback – revetment wall
Acceptable Outcome AO10
Acceptable Outcome AO10 of the Low Density Residential Zone code seeks for premises adjoining
a watercourse within the Noosa Waters estate no building work, filing or excavation works occur
within 4.5 metres from the centre line of the top of the concrete revetment wall. The already
constructed glass pool fence is located inside the revetment wall, thus the proposal does not comply
with Acceptable Outcome AO10. The proposal is therefore assessed against Performance Outcome
PO10.
Performance Outcome PO10 requires that land adjoining the revetment wall and for a width of 4.5
metres serves flood detention and amenity functions, free of structures and impervious surfaces.
The glass pool fence is located within the 4.5 metres of the revetment wall, however the structure
includes a 100mm gap between the glass panel and the footing. It is noted that the flooding which
occurs in Noosa Waters is slow rising and the 100mm gap between the glass panel and the footing
will enable flood waters to enter and exit, thus not placing additional pressure on the glass pool
fence. The Coordinator of Engineering, Development Assessment acknowledges that the applicant
has provided certification by an RPEQ stating that the proposal still serves the flood free function
required of the setback. With regards to amenity of the site, the glass pool fence is glazed in order
to decrease the severity of any reflection. Further, the structure is transparent and does not block
views of the area 4.5 metres from the revetment wall or vice versa. It is therefore considered that the
proposal complies with Performance Outcome PO10 of the Low Density Residential Zone code.
Page 10 of 143
Section 11
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Acceptable Outcomes AO11.1 & AO11.2
Acceptable Outcome AO11.1 of the Low Density Residential Zone code requires a minimum of the
area within 4.5 metres of the revetment wall is gardens planted with shrubs and small trees with a
mature height of 3 metres or less.
Acceptable Outcome AO11.2 of the Low Density Residential Zone code seeks the ground surface
within the first metre of the revetment wall –
(a) Is grass or ground cover; and
(b) Does not include shrubs.
The palm tree located in the 4.5 metres from the revetment wall is approximately 7.3 metres in height,
whilst the total shrubs account for approximately 18% of the area 4.5 metres from the revetment wall
(refer to figure 3). As such, the proposal does not comply with Acceptable Outcome AO11.1. The
proposal includes small shrubs adjacent to the revetment wall and therefore does not comply with
Acceptable Outcome AO11.2 (refer to figure 6). The proposal is therefore assessed against
Performance Outcome PO11.
Performance Outcome PO11 of the Low Density Residential Zone code seeks that the flood
detention and amenity functions of the area adjoining the Noosa Waters revetment wall are retained
and enhanced by ensuring:
(a) Works do not protrude through a batter line of 1:4.5 measured from the centre line of the
revetment wall;
(b) There is no additional load placed on the revetment wall;
(c) Works do not pose a risk to the membrane adjoining the revetment wall;
(d) The watercourse and surrounding land use are not adversely affected by development
(building works, filing or excavation) ensuring:
(i) The area is predominantly soft landscaping;
(ii) A maximum of 25% of the area is impervious;
(iii) Dominant impervious areas and masonry retaining walls are avoided;
(iv) Retaining structures and the like are light weight, low rise and screened by landscaping;
(v) Natural materials such as timber or rock are used rather than manufactured materials;
(vi) The acoustic privacy and access to sunlight of surrounding development is protected
(vii) Views are not impeded; and
(viii) Shore side anchor points are avoided.
The proposal protrudes through the batter line of 1:4.5 measured from the centre of the revetment
wall. Notwithstanding, the Coordinator of Engineering, Development Assessment provides the
following comment regarding flood detention.
The glass fencing that is the subject of the application has been constructed adjacent to the
revetment wall but is not connected to the revetment wall. The fence has its own footing structure
and it is noted that:
i. The submitted plan 322-01, Concrete Footing Layout prepared by AAA Design and
Development Pty Ltd has been signed and includes notations:
a. No additional load placed on revetment wall (PO11b)
b. Works have not affected or pose a risk to the membrane adjoining (PO11c)
ii. The applicant submitted a Form 15 – Compliance certificate for building design or specification
endorsed by Jose David Lesmes Tirado of AAA Design and Development Pty Ltd – Registered
Professional Engineer of Queensland (RPEQ 7198).
iii. The applicant submitted a Form 16 – Inspection Certificate/Aspect Certificate/QBCC Licensee
Aspect Certificate endorsed by Jose David Lesmes Tirado of AAA Design and Development
Pty Ltd – Registered Professional Engineer of Queensland (RPEQ 7198).
The area 4.5 metres from the revetment wall is comprised of grass, shrubs and a palm tree which
equate to approximately 70% soft landscaping. The remaining impervious area is comprised of the
existing timber stairs and swimming pool. As such, the soft landscaping is considered predominant.
The area 4.5 metres from the revetment wall does not comprise masonry retaining walls and instead
Page 11 of 143
Section 12
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
natural materials such as timber have been selected. It is noted that the glass pool fence does not
affect the acoustic privacy or access to sunlight for surrounding development, whilst the fence is
transparent and will not impede views. It is therefore considered that the proposal complies with
Performance Outcome PO11 of the Low Density Residential Zone code.
4. CONSULTATION
4.1. Referral Agencies
Not applicable
4.2. Internal Council Referrals
The application was forwarded to the following internal Council officers:
Coordinator Engineering, Development Assessment
5. CONCLUSION & REASONS FOR DECISION
The proposal is for a glass pool fence within 4.5 metres of the revetment wall. The fence is located
adjacent to the revetment wall, is supported by its own footing and does not alter the flood detention
on site. Further, the proposal does not adversely affect the amenity of the site or the surrounding
properties. The application is therefore recommended for approval.
The report is provided in accordance with Section 63(5) of the Planning Act 2016.
Departments/Sections Consulted:
Chief Executive Officer Community Services Corporate Services
Executive Officer Community Development Financial Services
Executive Support Community Facilities ICT
Libraries & Galleries Procurement & Fleet
Local Laws Property
Waste & Environmental Health Revenue Services
Executive Services x Environment & Sustainable Development Infrastructure Services
Community Engagement Building & Plumbing Services Asset Management
Customer Service x Development Assessment Buildings and Facilities
Governance Economic Development Civil Operations
People and Culture Environmental Services Disaster Management
Strategic Land Use Planning Infrastructure Planning,
Design and Delivery
Page 12 of 143
Section 13
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 13 of 143
SITE DETAILS
CO LO g Sa RESPONSIBILITY CANNOT BE TAKEN FOR SITE LEVELS
CO war €& 600h400d concrete revetment wall ~ 110 glass panels and spiggots over THEREFORE THE BUILDER SHOULD VERIFY THESE LEVELS
lO oO FF 20.000 BEFORE COMMENCING ANY WORK
s+ 2 & _—SSSSSSSSSSaaSSSSSSSSqQqQ5QqSqSq 4 sf IES
Rg oy ”. (aEENeR mano eae, CUT AND FILL, LEVELS SHOWN ON THIS PLAN ARE APPROXIMATE
rab) CO «x g aD 6600 otk i INTERPRETATIGN, AND MAY VARY TO FINISHED LEVELS ON SITE
— CO ' Ee +3 vi Laer grass 3s eek AT COMMENCEMENT AND COMPLETION OF WORKS.
— QO_ o gy | existingtimber stars “Nhe Ao” 5 “7
= 2 s| eS Seyi ee Lat PLATFORM IMMEDIATELY SURROUNDING RESIDENCE TO
om «s By fs its ey FALL AWAY FROM RESIDENCE AT A SLOPE OF 1 IN 15MIN
oO ($1 TM hh ie
YU p) = coon eh sr
oO c_ 3 ZT existing 1250dx max 200 wetedae DRIVEWAY SLOPE NOT 10 EXCEED A MAX 1 VERTICAL TO
oO ws = 4HORIZONTAL APPROX
oO existing pool 8
c!- =z 1000MAX HIGH TIMBER RETAINING WALLS TO HAVE 85mm DIA, AG. PIPE
o> . (DISCHARGE TO STORMWATER) + GRADED GRANULAR BACK FILL
a = q Ne BEHIND AND TO BE CONTAINED WITHIN SITE
Oo w existing 1200h glass balustradng RETAININING WALLS EXCEEDING THIS ARE TO BE ENGINEERED ALSO
ao 7? NEE DISPOSE SEWERAGE IN ACCORDANCE WITH LOCAL AUTHORITY
) , = ; PREPARED DRAINAGE PLAN
ws DISCHARGE ALL STORMWATER TO COUNCIL SWATER SYSTEM
— ee i — ISCHAI Ju WwW INCIL 5
“oo 7. j —7 (DOWNPIPE DESIGN, SIZE AND LOCATION BY BUILDER AND ROOFING
existing — REQUIREMENTS, AND MAYBE ADJUSTED TO SUIT SITE CONDITIONS.
a. N residence 7 DOWNFIPES
oO 8 XY 7 aS SODIA OR 10x50 DOWNPIPES TO STORMWATER PIPES 100m MIN
— s / COVER 1 IN 100MIN FALL
wk 9 j-
N él rience Berea eee TERMITE PROTECTION
—_
BUILDER TO PROVIDE TERMITE CONTROL SYSTEM IN ACCORDANCE
WITH AS 3660 1
TERMITE PROTECTION GENERALLY SHALL BE BY GROUND FLOOR SLAB
AS BARRIER AND EXPOSED EDGE OF SLAB AS VISUAL BARRIER
. TERMI MESH OR SIMILAR COLLARS TO SLAB PENETRATIONS
a TERMITE RESISTENT (HAZARD LEVEL H2} TIMBER FRAMING GENERALLY
SNE BUILDER TO PROVIDE ACCESS FOR CLEAR VISUAL INSPECTIONS TO THE
<> : ENTIRE PERIMETER OF THE HOUSE, AND THE EXPOSED EDGE OF CONCRETE SLABS
ee > \
Pa I eo t f NZ ENERGY EFFICIENCY
< i Titty A I
| a Ss fae ALL TOILETS TO BE INSTALLED WITH 94-5 DUAL FLUSH CISTERNS OR BETTER
! \ a g ALL SHOWER HEADS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
= ; “4 ALL TAPS TO HAVE CERTIFIED AAA WATER CONSERVATION RATING
| | Tene ENERGY EFFICIENT LIGHTING TO BE USED FOR MIN OF 80% OF FLOOR AREA
| | EB |_| | HOT WATER SYSTEM TO BE GAS BOOSTED SOLAR HOT WATER SYSTEM
LET, - [ | { a7 ; | {OR OTHER APPROVED) OF SIZE TO SUIT REQUIREMENTS,
ah A tI SST Wy be te | SENERAL
a Oe ee i
Pep ee ee eS SE =f ‘ 3 ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
if? Bae a SN = | Pa THE BUILDING CODE OF AUSTRALIA
, Jaa ae | tS Spb See eee THE BUILDING ACT 1975
Nene F cago y aa a EE ae STANDARD BUILDING REGULATION 1993
IF BUILDING IS IN A BUSHFIRE AREA Bee sng PER eel see TT BUILDING REGULATION 2008
ABAL REPORT MUST BE OBTAINED AND MUST . a aaa seme QDC QUEENSLAND DEVELOPMENT CODE
COMPLY WITH AS 3659-2009 UNDER BAL XX He j seeeee nae AS 1684-2006 TIMBER FRAMING CODE
PS De aT
NOTE TO BUILDER: ALL TIMBER FRAMED WALLS TO WET AREAS TO BE LINED WITK FC
WCS TO BE A MIN CLEAR FINISHED WIDTH OF 900mm
IF ANY DISCREPANCIES ARISE IN THE CERTIFICATION , DOORS TO WC'S TO HAVE LIFT OFF HINGES
PROCESS, AND BUILDING WORKS HAVE COMMENCED Wo vation ofsewering SMOKE ALARMS TO BE PROVIDED AS PER BCA & AS3786
NO RESPONSIBILITY IS TAKEN FROM THE COMPLETED. MASONARY CONSTRUCTION TO BE IN ACCORDANCE WITH AS3700
DESIGN AND DRAFTING |T IS AREQUIRED PART OF THE ALL WET AREA FLOORS AND WALLS TO BE PROTECTED AS PER CLAUSE 3.8 1 BCA
BUILDING AND PLANNING OF INDIVIDUAL PROJECTS TO T O P S A | L S P L A ( E BALUSTRADING TO BE 100MIN ABOVE FINISHED FLOOR LEVEL AND HAVE
CONFIRM COUNCIL PLANNING SCHEME AND BUILDING 126mm MAX SPACING IN BALUSTERS
COMPLIANCE, PROVICE DPC'S AS PER CLAUSE 3.3.4 BCA (a
PROVIDE FLASHINGS AS PER CLAUSE 33.4, 35.1 &353BCA oO
NOTE INSTALLATION OF ALL EXTERNAL MATERIALS BY SUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NOC —
_ EXISTING: POOL FENCE | CLIENT: BUILDER: MANDY'S DRAFTING ONLY SHEET: 1 of 3 | DATE: ISSUE NO: wo
sy REVETMENT WALL C/O RG STRATEGIC TOWN PLANNING NA PH: 0403 481 474 SCALE: 1:200 |19MAY 2021 RG-2021-A +=
f- NOTE. THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE. BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION Ww
tick bee. WITHENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITHSection 14
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 14 of 143
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5 1 1 1 100 3 1379 2890 38 33 54 4h
5 1 1 1 100 4 1493 2894 14 9 82 2
5 1 1 1 100 5 1538 2901 14 21 52 8
5 1 1 1 100 6 1628 2885 14 13 14 g
5 1 1 1 100 7 1673 2883 14 21 63 B
5 1 1 1 100 8 1718 2872 82 27 38 ages
5 1 1 1 100 9 1853 2856 37 49 44 Ee
5 1 1 1 100 10 1966 2844 60 27 46 Ree
5 1 1 1 100 11 2056 2844 15 26 23 §
4 1 1 1 101 0 158 2866 1913 195 -1
5 1 1 1 101 1 158 3038 26 23 49 ©
5 1 1 1 101 2 1627 2900 60 42 64 g3
5 1 1 1 101 3 1741 2888 59 36 74 3°
5 1 1 1 101 4 1853 2889 37 48 0 5
5 1 1 1 101 5 1989 2866 37 44 0 g2
5 1 1 1 101 6 2056 2872 15 10 46 >
4 1 1 1 102 0 166 2937 1712 164 -1
5 1 1 1 102 1 166 3074 7 27 0 —_
5 1 1 1 102 2 1876 2937 2 3 48 2
4 1 1 1 103 0 159 3102 33 23 -1
5 1 1 1 103 1 159 3102 33 23 55 B
4 1 1 1 104 0 158 3140 26 25 -1
5 1 1 1 104 1 158 3140 26 25 53 °
4 1 1 1 105 0 159 3168 34 15 -1
5 1 1 1 105 1 159 3168 34 15 52 =_
4 1 1 1 106 0 159 3198 33 15 -1
5 1 1 1 106 1 166 3194 7 27 0 —_
4 1 1 1 107 0 159 3222 33 23 -1
5 1 1 1 107 1 159 3222 33 23 27 Bb
4 1 1 1 108 0 158 3247 34 23 -1
5 1 1 1 108 1 158 3247 34 23 69 oSection 15
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 15 of 143
GENERAL NOTES
CO LO TINBER FRAMING AND CONSTRUCTION
oe THE AUSTRALAN DOMESTIC BULDNGOSOE
ue a 2 ALL TIMBER FRAM ING TOBE IN ACCORDANCE WITH
AS 1684.2 2010 RESIDENTIAL TIMBER FRAMING MANUAL
aw cO 3. PINE FRAMING TO BE MINIUMUM STRESS GRADE
—=— & MGP 10/MIGP12
= OO fy 4, HARDWOOD FRAMING TO BE MINIMUM STRESS.
> Wry, GRADE F14 & MINIMUM JOINT GROUP J2
co am ae ape ae 5. TIMBER FOR TRUSSES TO BE MINIMUM JOINT GROUP JD4
~* | Joa tee 6. TRUSSES TO BE FIXED IN ACCORDANCE WITH MANUF
oO cc rp . eee SPECIFICATIONS ALL OTHER FIXINGS TO BE IN
oO Ltr Oks — ACCORDANCE WITH AS 1684.2 2010
oO j| I { ea ¥ ZS 7 LAMINATED BEAM SIZES BASED ON HYNEBEAM SPAN
Cc! =a FUN oo ee TABLES WHERE OTHER BRANDS ARE USED, SIZES TO
o> Well hoe Aes 3 — BE CONFIRMED WITH MANUFACTURERS SPECIFICATIONS
Q@ = ml sb ee : = we 8 ALL DIMENSIONS TAKE PRECEDENCE OVER SCALES
ee Pes ciceti iene hn a — — 9 BUILDER AND TRADES ARE TO CONFIRM ALL
Oo ~~ Saas? Se Ee oe : se MEASUREMENTS, DETAILSAND SPECIFICATIONS PRIOR TO
Oo Oo ry — Yon 7 ee SETOUT AND ORDERING OF MATERIALS
—_— — i 10. ANY ERRORS ARE TO BE ADDRESSED TO THE DESIGNER
Qo. : a all i AS NO RESPONSIBILITY WILL BE TAKEN AFTER
wn et ie ae PSN ell CONSTRUCTION HAS COMMENCED
— : 3 g im Ve 11. ALL TRADES ARE TO CONFORM WITH THE
“wo op EH . Ha CURRENT AUSTRALIAN STANDARDS RELATING TO HIS OR
=f oer 7; + a ee } HER OWN WORK
w Rg} Mie | ty’ fT Li) eee | — 12, TERMITE PROTECTION TO BE PROVIDED AS PER AS
OE ee =H Ba
oO Klar tear rhode heat apnea tannin stadt eirtearhae halebuo tM ig-k) aa eae of A
= a DOVESTIC SYOKE ALARNS
NI ; Bae SR 1. ALL BEDROOMS AND HALLWAYS ARE TO BE INSTALLED
vv elevation C WITH BUILDING FIRE SAFETY LEGISLATION AMENDMENT
WITH PHOTO ELECTRIC SMOKE ALARMS IN ACCORDANCE
REGULATION 2016
2. SMOKE ALARMS MUST BE POSITIONED IN ACCORDANCE
WITH AS 16706. 1997 FIRE DETECTION, WARNING CONTROL
AND INTERCOM SYSTEMS oan
3. DEVICES MUST BE INTERCONNECTED AND HARD
Af WIRED (EXISTING DWELLINGS ONLY) THAT CANNOT BE
1 ole os REMOVED FROM DEVICE
eh AULZ ZL. 4 ALARMS TO BE INSTALLED IN ALL HALLWAYS AND
Se oe BEDROOMS TO EXISTING RESIDENCES
fr eo existing residence INDICATES THE LOCATION OF WIRED SMOKE ALARMS
f— ff N !
- fl \ GLAZING
fi re) ‘ 4 1. DGOR AND WINDOW SCHEDULE IS INDICATIVE ONLY AND
Yoo SUBJECT TO CONFIRMATION UPON SITE MEASURE
fe | * 2, OBSCURE WINDOW NOTATION REFERENCE ONLY CLIENT
V TO CONFIRM WITH BUILDER AND WINDOW SUPPLIER FOR
z a PRIVACY OPTIONS
4 i ELECTRICAL AND ENERGY EFFICIENCY
| | 1. ELECTRICALS TOE CONFIRMED BY OWNERIBUILDER
| ¢ AND ELECTRICIAN, PROPOSED PLAN IF REQUESTED
existing 1130high glass balustrading 4 : INDICATIVE ONLY
} | 4
ae — = 7 = DOWNFIPES
1:4.5 batter line . Lf CONFIRMED AT TIME OF ROOFING CONSTRUCTION
; F fy fy “7 ALL LOCATED DOWNPIPES INDICATIVE ONLY AND
Se ee ee AND COMPLIANCE
8 lf existing timber sibirs
~“
elevation D
4.50 m
w
Cc
NOTE INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC a]
_ EXISTING: POOL FENCE | CLIENT: BUILDER: MANDY'S DRAFTING ONLY SHEET: 3of3 DATE: ISSUENO: >>
xy REVETMENT WALL C/O RG STRATEGIC TOWN PLANNING NA PH: 0403 481 474 SCALE: 4:100 |19 MAY 2021 RG-2021-A
| -e NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE. BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION ®
\ soS+ WITHENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITH
Page 15 of 143Section 16
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 16 of 143
NOTE:
e LAND ADJOINING THE REVETMENT
WALL STILL SERVES FLOOD
DETENTION FUNCTION (P010)
¢ FOOTINGS DO NOT PROTRUDE
THROUGH EXISTING BATTER LINE
FRAMELESS GLASS FENCING (P011a)
FOR UNIMPEDED VIEWS.
LIGHTWEIGHT, NATURAL VIEWS ¢ NO ADDITIONAL LOAD PLACED ON
EXISTING SURFACE LEVEL feb eae REVETMENT WALL (P011b)
_ LAW MORE THAN 75% * WORKS HAVE NOT AFFECTED OR
i POSE A RISK TO THE MEMBRANE
ie. 300
oes - i EXISTING PRECAST ADJOINING (P0110)
y-— CONCRETE WALL RL +1.00m (TOP OF WALL)
_ dH eee
8 las 75 BIM, COVER
3L11 TRENCH MESH
6 j a
EU ys
300 x 300 Min. CONTINUOUS, Nom ct Sat ope
25mm DRAINAGE GRAVEL WRAPPED Pea] * 2) 7— PVC PIPE RL +0.50m (CL OF PVC PIPE)
IN APPROVED GEOTEXTILE 9 OS aa ne i
Laeoeg of ai RL +0.40m WATER LEVEL
SLOTTED Pvc PIPE—~ 7 en =
Dia 75mm. : - ‘
APPROVED IMPORTED COMPACTED ae * < oy be +
GRANULAR (SAND) MATERIAL - : F . < RL +0.00m (TOP OF EXISTING ROCK PROTECTION)
WRAPPED IN APPROVED GEOTEXTILE —_ ae oe rs ak In. -
Rb onl TIO Ha
34 + Pee Ora ah
| gon * \ —_
| - st ‘\— EXISTING CONTINUOUS ROCK SCOUR
x | PROTECTION (2 LAYERS, 7502 Min)
| ler 2. | WRAPPED IN APPROVED GEOTEXTILE.
| e eS | (UP TO 3m WIDE)
| See
a EXISTING CONCRETE
CUT-OFF WALL
TYPICAL SECTION (AS PER DESIGN)
NIS
AAA Design & Development Pty Ltd [No.| Description _| Date | CONCRETE FOOTING LAYOUT
RG STRATEGIC APPROVED
34/13 Norval Court, MAROOCHYDORE, QLD 4558 /\ pf 12 Topsaiis Place, As OE
Tel/Fax: (07) 5479 6747 INN Po
i} YY _ NOOSAVILLE, QLD 4566 -— Tate 0970672001 |
ee [} | L/S TT —— ~~ 2— [ae ornemai| 322] - 01
: 2 ‘ Aa LOT 494 ON RP880345
email: [email protected] Aston / CSS fertoneenarceaan —pDOWN by
Uwe | J [__ PROPOSED POOL FENCE Pear Dene Cormtng
Page 16 of 143Section 17
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
2 MCU17/0563.02 & OPW17/0597.02 - OTHER CHANGE TO A DEVELOPMENT APPROVAL
FOR A MATERIAL CHANGE OF USE FOR 2 X MULITPLE HOUSING TYPE 2 - DUPLEXES
AND OPERATIONAL WORKS (ENGINEERING WORKS AND LANDSCAPING) TO
INCLUDE SHORT TERM ACCOMMODATION AT 30 & 32 THE COCKLESHELL,
NOOSAVILLE
Author Development Planner, Lisa Pienaar
Environment and Sustainable Development Department
Index ECM / Applications / MCU170563.02/ OPW17/0597.02
Attachments 1. Approved Plans
APPLICATION DETAILS
Applicant Mohammed Jamal Hussain
Lucy Helen Randall
Suzanne Maree Johnson Cole
David Andrew Johnson
Proposal Other Change to a Development Approval for a Material Change of
Use for 2 x Multiple Housing - Type 2 Duplex and Operational Works
(Access, Stormwater, and landscaping) to include Short-term
accommodation
Properly Made Date 29 April 2021
Information Request Date 27 May 2021
Information Response Date 14 June 2021
Decision Due Date 16 September 2021
Number of Submissions None received
PROPERTY DETAILS
Property Address 30 & 32 The Cockleshell Noosaville Qld 4566
RP Description Lot 11 RP138550
Lot 0 BUP 6971
Land Area 602m² and 601.55m² (combined 1203m 2)
Existing Use of Land 2 x duplexes over 2 lots
STATUTORY DETAILS
SEQRP Designation Urban Footprint
Zone Medium Density Residential
Precinct Not applicable
Local Plan Area Noosaville Local Plan
Overlays Acid Sulfate Soils (5m AHD or below)
Flood Hazard
Assessment Type Other Change (Impact)
Page 17 of 143
Section 18
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
RECOMMENDATION
That Council note the report by the Development Planner to the Planning & Environment Committee
Meeting dated 7 September 2021 regarding Application No. MCU17/0563.02 & OPW17/0597.02 for
an Other Change to a Development Approval for a Material Change of Use for 2 x Multiple Housing
- Type 2 Duplex and Operational Works (Access, Stormwater, and landscaping) to include Short-
term accommodation situated at 30 & 32 The Cockleshell Noosaville and:
A. Refuse the application for the following reasons:
1. The proposal is not consistent with 3.2.4 Housing to meet diverse needs of the
community and 3.3.3 Housing Choice (n) of the Strategic Framework, as it will further
erode the permanent housing in the area, impacting permanent resident amenity.
2. The proposal is not consistent with 6.3.2.2 Purpose and Overall Outcomes (2)(a) and (h)
of the Medium Density Residential Zone Code as:
a. The proposal is located in an area that it is not predominantly home to permanent
residents, with many properties being used for visitor accommodation and/or
properties permitted under historical development approvals for visitor
accommodation.
b. The proposal seeks to establish a new short-term visitor accommodation facility
within 2 recently approved dual occupancies and is not located within a well-
established resort or holiday units.
3. The proposal is not consistent with 7.2.4.2 Purpose and Overall Outcomes (2)(t) and
Performance Outcome PO21 of the Noosaville Local Plan Code as:
a. Additional visitor accommodation in the area is likely to result in detrimental
impacts on the residential amenity of permanent residents.
b. While the code seeks to maintain visitor accommodation in the area, it does not
seek to increase the extent of visitor accommodation within the area to the
detriment of permanent residents.
4. The proposal is not consistent with 9.3.5.2 Purpose and Overall Outcomes (1) and (2)(f)
of the Visitor Accommodation Code as:
a. The proposed visitor accommodation is not appropriately located and integrated
with permanent residents in the area given the number and density of properties
currently being used for visitor accommodation and/or permitted for visitor
accommodation.
b. The proposed visitor accommodation is likely to detract from the amenity enjoyed
by residents.
5. There is no need for additional short term accommodation in the area.
B. Note the report is provided in accordance with Section 63(5) of the Planning Act 2016.
REPORT
1. PROPOSAL
The applicant proposes an Other Change to the existing approval to utilise both approved duplexes
for both permanent and/or short-term accommodation. No changes are proposed to the built form of
the approved buildings, with all 4 x dwellings to be available for both short term accommodation and
permanent accommodation.
The applicant advises that:
They will utilise a local property manager to oversee letting, management and maintenance of
the premises.
Page 18 of 143
Section 19
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
They will prepare a code of conduct and management agreement for all guests utilising the
premises for short term accommodation.
All guests will be required to sign the agreement and terms of rental.
All garages will be available for carparking for guests (1 x double garage per dwelling)
Designated bin areas are provided on site.
No events, weddings, parties or the like are to occur on the premises.
In support of the proposal the applicant also advises:
3 bedrooms used per dwelling and therefore a maximum of 6 persons per dwelling (total 24
persons in 4 dwellings/over 2 lots).
Use of outdoor living areas and pool area to be limited to 9 pm and no use of the swimming
pool after 8pm each night.
Approval for short term accommodation is sought for all units.
The outdoor areas of the front 2 dwellings front the street, while 1 of the rear dwellings outdoor
space adjoins the car parking area of the District Centre zoned for commercial development.
The other dwellings open space adjoins units at 33 Thomas Street, also located in the District
Centre zone.
The property is proposed to be fully fenced and landscaped.
The locality plan, site plan, floor plan and elevations are provided below in Figures 1 – 4.
Figure 1 – Locality
Page 19 of 143
Section 20
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 2 – Site Plan and ground floor plan
Page 20 of 143
Section 21
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 3 – Upper Floor Plan
Figure 4 – Elevations
Page 21 of 143
Section 22
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
2. SITE DETAILS
2.1 Background
A development permit for a Material Change of Use for 2 x Multiple Housing - Type 2 Duplex and
Operational Works (Access, Stormwater, and Landscaping) over 2 lots was issued on 4 June 2018.
A Minor Change application was approved on 27 August 2019. The change related to reducing the
width of the stormwater easement which runs east to west across the common boundary of the
adjoining 2 lots.
2.2 Site Description
Both lots are rectangular in shape and combined provide a square site. Each lot is provided with a
vehicle access, centrally joined to a common driveway between the 2 duplexes. The land is generally
flat and filled to meet minimum floor levels to address the site’s flooding. Two recently constructed
duplexes exist on each site.
2.3 Surrounding Land Uses
North: Multiple dwellings directly adjoin the site, with The Islander Noosa Resort approximately
80m from the subject site
South: Older style multiple dwellings which have use rights for both short term and long term
accommodation
West: Multiple dwellings (both short and long term accommodation) and at the end of Sylvia Street
is Coral Beach Resort (approx. 150m from the subject site)
East: The site directly adjoins the District Centre Health and Well Being Precinct where Short
term accommodation is an inconsistent use in that zone. Further east is the Noosaville
Homemakers centre, McDonalds, Villa Noosa Hotel and the shopping village (Woolworths)
3. ASSESSMENT
3.1 Instruments for Statutory Assessment
Under the Planning Act 2016 the application must be assessed against each of the following
statutory planning instruments to the extent they are relevant to the development:
State Planning Policy;
South East Queensland Regional Plan;
Planning Regulation 2017;
Noosa Plan 2020.
3.2 State and Other Statutory Instruments
State Planning Policy
Noosa Plan 2020 is generally consistent with the State Planning Policy July 2017 (SPP) and the
SPP raises no further issues relevant to the proposed development.
South East Queensland (SEQ) Regional Plan
The site is located within the Urban Footprint of the SEQ Regional Plan. The proposal is consistent
with the regional policies of the SEQ Regional Plan.
Planning Regulation 2017
The proposal is for an urban activity within the Urban Footprint and is consistent with the assessment
benchmarks contained in the Planning Regulation 2017 for the SEQ Region.
3.3 Statutory Instruments – Planning Scheme
The application must be assessed against the whole of Noosa Plan 2020 to the extent the provisions
are relevant to the development.
Page 22 of 143
Section 23
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Strategic Framework
The Noosa Plan 2020 includes Strategic Outcomes which seek to protect neighbourhoods of
permanent housing from short-term visitor accommodation that would impact on the amenity enjoyed
by residents. The planning scheme also seeks to protect areas for visitor accommodation with a
range of accommodation styles envisaged to support the local tourism industry.
The subject site is not located in a designated visitor accommodation area, as the zone is Medium
Density Residential. The area is also dominated by sites developed for multiple dwelling units and
duplex dwellings that have been typically predominantly used for visitor accommodation, particularly
those properties in proximity to the Noosa River and Gympie Terrace. Properties setback further
from Noosa River and Gympie Terrace have been historically mostly used by permanent residents.
Code Provisions
The subject site is located in the Noosaville Local Plan Area and is zoned Medium Density
Residential. The proposed use is identified as a consistent use with the zone and is required to follow
an impact assessable application process.
The Medium Density Residential Zone Code, the Noosaville Local Plan Code and the Visitor
Accommodation Code all include provisions which address the potential impacts of short-term
accommodation. The relevant provisions are:
Medium Density Residential Zone Code
6.3.2.2 Purpose and Overall Outcomes
(a) Medium density residential neighbourhoods are predominantly home to permanent
residents.
(b) The character of medium density residential neighbourhoods varies due to factors
such as proximity to beaches, the Noosa River, recreation spaces, centres,
topography, availability of views, the established vegetated character, the presence
of visitor accommodation and the age of development
(h) Short-term visitor accommodation is predominately provided through well-established
resorts and holiday units.
6.3.2.3 Assessment Criteria
Role and function
PO6 AO6.2
Visitor accommodation is limited to formats Short-term accommodation does not:
compatible with the character and use of the
area so as not to cause unreasonable loss of a. constitute a party house;
residential amenity, having regard to: b. create noise that would unreasonably
a. the privacy of residents on the subject impact on the residential amenity
property or adjoining properties; enjoyed by the adjoining or
surrounding properties.
b. any likely increase in noise to
adjoining properties;
c. the scale of the use and its
compatibility with the character and
uses within the property or
surrounding area;
d. retention of the primary residential
function of an area;
e. the residential function and
arrangement of common property;
Page 23 of 143
Section 24
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
f. the impact on the safety and efficiency
of the local road network;
g. the impact of waste storage areas on
the visual amenity of the area;
h. the location of waste storage areas in
relation to sensitive land uses; and
i. any impact on shared vehicular access
or parking.
Noosaville Local Plan Code
7.2.4.2 Purpose and Overall Outcomes
(f) The Noosaville local plan area maintains its roles for both the provision of much of the
commercial, retail, administrative, industrial and social needs of the coastal urban
portion of Noosa Shire and as a major focus area for visitor accommodation and
services (s) Development in the Medium Density and High Density Housing zones
accommodates a greater diversity in housing types including dual occupancies,
multiple dwellings, retirement facilities and residential care facilities.
(t) Development ensures permanent residents of Noosaville enjoy high levels of
residential amenity and accessibility to urban services and recreational opportunities
7.2.4.3 Assessment Criteria
Development in the Noosaville Local Plan Area generally (All Zones)
PO1
Development enhances the role of Noosaville as a major focus for visitor accommodation
and services in Noosa Shire with high levels of accessibility to outdoor recreational pursuits
and urban services.
Visitor Facilities
PO21
A range of visitor accommodation including low cost and family friendly short-term
accommodation and tourist park accommodation, including the Noosa River Caravan Park
at Russell Street is maintained.
Visitor Accommodation Code
9.3.5.2 Purpose and Overall Outcomes
(1) The purpose of the Visitor Accommodation code is to ensure visitor accommodation
is appropriately located, designed and operated in a manner which meets visitor
needs, protects and enhances landscape values, protects the amenity of surrounding
premises and avoids conflicts with surrounding uses.
(2) The overall outcomes sought for the Visitor Accommodation Code are:
(a) Visitor accommodation is compatible with and benefits from Noosa Shire’s
natural environmental values.
(b) Visitor accommodation offers a wide range of experiences for guests both in
coastal areas and in the hinterland.
(c) Visitor accommodation is located and designed in a manner which sensitively
responds to site characteristics.
(d) Visitor accommodation does not detrimentally impact upon the biodiversity and
natural landscape values of its setting.
Page 24 of 143
Section 25
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
(e) The density and design of visitor accommodation integrates with the urban or
landscape fabric of its particular locality.
(f) Visitor accommodation located near permanent residents does not detract from
the amenity enjoyed by residents.
(g) Visitor accommodation does not impact on the ability of rural land owners to
carry out agricultural pursuits.
(h) Visitor accommodation provides high quality amenities and facilities
commensurate with its setting, the types of accommodation supplied and the
length of stay accommodated.
(i) Visitor accommodation forms a key element of the local tourism industry.
(j) Visitor accommodation provides for a wide range of visitors.
9.3.5.3 Criteria for assessment
Safety and amenity
PO12
Sufficient on-site car parking is provided to accommodate the number and type of
vehicles likely to be generated by the visitor accommodation having regard to the number
of guests, staff or visitors.
The planning scheme prioritises the preservation of medium density residential neighbourhoods for
predominantly permanent residential dwellings and seeks to protect the amenity of surrounding
residential areas from the impacts of short-term accommodation. Whilst acknowledging that there
are a number of permanent residential dwellings within the surrounding area, it is noted that the
surrounding area consists predominantly of visitor accommodation facilities, including Coral Beach
Noosa Resort. There are numerous properties which are currently being used for short-term
accommodation (refer to red dots in Figure 5 below) not in resort style facilities. There are also
numerous properties in the area which have a development approval which provides for the dwelling
to be used interchangeably for permanent or short term accommodation, given the age of the
surrounding multiple dwellings where the majority were approved prior to 2006.
As the proposal is located in an area that would not be considered ‘predominantly home to
permanent residents’ it does not comply with the Purpose and Overall Outcome (a) of the Medium
Density Residential Zone Code. In addition, as the proposal is for the use to establish within new
dwellings, it does not comply with the Purpose and Overall Outcome (h) of the Medium Density
Residential Zone Code, which seeks to ensure Short-term visitor accommodation is predominately
provided through well-established resorts and holiday units.
The proposal does not comply with the Purpose and Overall Outcome (2)(t) and Performance
Outcome PO21 of the Noosaville Local Plan Code, as while the Code seeks to maintain Noosaville’s
role for visitors, it does not seek to increase visitor accommodation in the area and increasing visitor
accommodation in the area is likely to further impact on the amenity of the permanent residents in
the area.
The proposal is also not consistent with Purpose and Overall Outcomes (1) and (2)(f) of the Visitor
Accommodation Code, as the proposed visitor accommodation is not appropriately located and will
detract from permanent residents’ amenity. There is also no need for additional visitor
accommodation in the area, as the extent of visitor accommodation does not integrate well with
permanents in the area and dominates the area.
The below image includes existing resort style accommodation and individual units located within
the Medium Density Residential zone and in the surrounding area. The green dots are units in resort
type complexes and the red dots are non-resorts.
Page 25 of 143
Section 26
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 5 – Short term accommodation
Noting that The Islander Noosa Resort (to the north of the subject site), while in close proximity, is
within the Tourist Accommodation zone and not within the Medium Density Residential zone. Figure
6 below shows the surrounding zoning.
Figure 6- zone map
4. CONSULTATION
4.1 Referral Agencies
Not applicable
4.2 Internal Council Referrals
The application was forwarded to the following internal Council officers:
Principal Strategic Planner, Strategic Planning
Page 26 of 143
Section 27
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
4.3 Public Notification
The application was publicly notified for 15 business days in accordance with the Planning Act 2016.
No properly made submissions were received.
5. CONCLUSION & REASONS FOR DECISION
The application seeks to use 2 x duplexes (4 x dwelling units), situated within the Medium Density
Residential Zone, for the purpose of short-term accommodation. The planning scheme seeks to
prioritise the preservation of medium density residential neighbourhoods for predominantly
permanent residential dwellings and seeks to protect the amenity of surrounding residential areas
from the impacts of short-term accommodation. Whilst acknowledging that short-term
accommodation has been identified as a consistent use within the applicable zone, the subject site
is located within an area that is not considered to be predominantly permanent residential and as
such does not comply with a number of provisions of the Noosa Plan 2020. Additional visitor
accommodation is not needed in the area and is likely to further erode the residential amenity for
permanent residents in the area. Accordingly, the application is recommended for refusal.
Departments/Sections Consulted:
Chief Executive Officer Community Services Corporate Services
Executive Officer Community Development Financial Services
Executive Support Community Facilities ICT
Libraries & Galleries Procurement & Fleet
Local Laws Property
Waste & Environmental Health Revenue Services
Executive Services x Environment & Sustainable Development Infrastructure Services
Community Engagement Building & Plumbing Services Asset Management
Customer Service x Development Assessment Buildings and Facilities
Governance Economic Development Civil Operations
People and Culture Environmental Services Disaster Management
Strategic Land Use Planning Infrastructure Planning,
x
Design and Delivery
Page 27 of 143
Section 28
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Attachment 1
Page 28 of 143
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Attachment 1 = =, = é O NI
NOOSA COUNCIL |
e APPROVED PLAN 0 a BUILDING DESIGN
eee
MCU17/0563 & OPW17/0597 | =
seat ee ee
Proposed No. 30 Unit A
Seeceetelace -“ Proposed Mo. 32 Unit B
a g! Clothes Drying
Proposed No. 30 Unit A P.0.S - sama _. eh. — be Seneorienme nee
— . TT Hee ce eee ——s—3 - Propated Landscaping
Proposed No. 30 Unit A Pool rT lt : feat ae | slag tonal
ae } mabe 8 —inaaey oe ae
Sa i Ti = \ RSS nota TT ome
er rate yi — i Sie i a I Proposed No. 20 Duplex
2 pi nem = Sas
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ans sat = a
= ; | —" ‘ SM eel as
= | Sse FF ein a TAT = Tew, ==
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 31 of 143
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
‘ih = : mae ‘BUILDING DESIGN”
a oe lf a> =.) ree ar
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eee eo of oom No. 30 & 32 The
7 a secre Cockleshell,
pa LLL ee Noosaville
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ones — APPROVED PLAN
{10N 201
Page 31 of 143Section 32
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 32 of 143
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Operational Works (Engineering) for ———
i i i NOOSA COUNCIL
MCU17/0563 & OPW17/0597
Proposed Duplexes 4 JUN 2048
at
30-32 Cockleshell, Noosaville
FOR
AR&SM Johnson Coles & Dr D A Johnson
(32 The Cockleshell)
Dr L H Randall & Dr M J Hussain
(80 The Cockleshell)
Win ee eed Be a
a Pica y; ia, aa, | a 9 Muda Drawing Schedule
\ ae = HAs A al | oar ‘ahs. | PMN secicaleaon
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. afi sem ees : Drawn: JAS 83 2017115
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER 2422324
23 OOGAR STREET, MAROOCHYDORE. QLD 4558 NAMA et carrie cin ER RPO 14557 DRAWING No
Mobile: 0403 852009 Ema: pgbberd@260ciilconsulting com au SO J erect cae. 0/14/2017 LOT 11 ON RP138550 & 0 BUP6971
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Version: 2, Version Date: 08/06/2018
Page 32 of 143Section 33
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 33 of 143
EXISTING TELSTRA. LEGEND
\ EXISTING
eet M ———
<@) “vy RETAINING WALL BY OTHERS -
pepo el eg ' ws Eee PROPOSED DRIVEWAY
EXISTING DRIVEWAY TO BE aie - _ 1500 Sw PRE
REMOVED, KERB AND CHANNEL Dh MIN.FALL 1 IN 400 (TYP) HIN 1"% GRADE EXISTING SEWER +++ __basmnesToRMnaTen
‘AND VERGE TO BE REINSTATED tf SWG swe —'——1—_ bosTIns sewer wn
in ecmene Src ed ———— st . ae I ll an 2.00 —¥——"—— _BIsTING WATERMAN
sures a ON | } | CELE ee | > Se emeeree seein
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I q rt ret beer 1 cH 1 a faromeny NNOMANS
0 i i TT OC FSL:2.55 SL: 2.55 7) HH wal 5
Ww Als ii tcc aL 215 Lats Lt 4 FSL:2.40 -----* PROPOSED KERB ADAPTORS
Z oT |] | HHH HH noes ar Been arxcaur
| | | AA HY | GPT PIT WITH PIPE JUNCTION BOX
8 ale ‘90mm DIA UPVG STORMWATER eo ts ‘ MOT sereseo os screwy
w | | ‘CONNECT TO KERB ADAPTORS | EE eH Sane.
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x Coe 1500 sw Pipe Se 1500 SW PIPE
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Ste See 7 poiegteie aah ane |
PROPOSED DRIVEWAYS AS PER [secs s Hat UNEWARAING Fee: sy 2 ei pie Begs 2 Lat | CONCRETE SLEEPER
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| peste | ag) 34, Prtape tes Gg eet NEE So lad L138 eal i
EXISTING WATER BSc Bs ie a l ee ig tent eee ol at | FLLED ALLOTMENT
METER TO BE SS BoM iO fe ees PRehasis gat 8 pe Gant ae B Toor ag
RELOCATED 4 1 PR dg Beg ies oP Sa Se Bieta aaa eS | STORMWATER EASEMENT (f—------------
Wal Pi aR O Se a ie aE OO rele a a le H
i Sera DRNEWAY foi toc tated as [ob date eo oe ego ee Py aod NEIGHBOURING ALLOTNENT cea
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RELOCATED ‘i oe ‘ ae fait, Hdd fo ses, OEE STO CORES] TO CORES Hy wes HH 1 1 — «CONCRETE SLEEPER
pet bee BY al 4 St XE. AS PER IPWEA STD DRG DS-050 { t RETAINING WAL
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ee re aniel | 4 Be HH 1 | Se
INACCORDANCE WITH COUNCIL .\ 1 71s Pt Pt mf | SWG — TYPICAL DETAIL
REQUIREMENTS 4 a FSU: 285 4) FL: 288 HH ( SORE 160 6)
_ | h He Hy ter wets Lp 1 SWS TOBE LOCATED ADACENT 10 LOM PONT IN
i eT tena {iH Coon
al HAC 5 co Co Cm | ‘IGHBOURING ALLOTMENT TO CAPTURE PONDING CAUSED BY
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PER IPWEA STD DRG RS-065 | a CAL i
EXISTING KERB AND CHANNEL pee 41500 SW PIPE ie
it MINFALL IN 100
~ ary) CAUTION-
ai EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
| 7 LOCATION OF ALL EXISTING SERVICES IN THE VICINTY OF THE
NOOSA COUNCIL PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
| APPROVED PLAN EXISNING SERVICES SHALL BE BORNE BY THE CONTRACTOR
i MCU17/0563 & OPW17/0597 |
4 JUN 2018 . 2 ‘ 6 8 0m
Lethe ela!
12200
360 CIVIL C TY [wo] owe [menmert
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BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER Dram: JAS 83S ~_ «| ERE PROPOSED CURLER GEVELORMENT 2017115
Uae tbe Osa. Eat acer cee can pf Date: 04/1177 | peaTRICE GIBBERD RPEQ 14557 | A’ 30-32 COCKLESHELL, NOOSAVILLE
acu emgTitS PLAN IS COPY PROTECTED BY/260 CAML. CONSULTING FY. TD, [Jf —— pss —eeeyaie BOUWION Ril ceec es BEE pis
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 34 of 143
NOOSA COUNCIL LEGEND
APPROVED PLAN
\ | | MCU17/0563 & OPW17/0597 | wes
<i) 'y WALL (OR EQUVALENT) BY 4 JUN 2018 =a me
ms CONCRIBIBLOCK RETAINING OPOSED
= er aa Ri b ——~—-—-—_ Busine STORMWATER
“0 ett % 81 —_ exis TING SEWER MAIN
aN | NSA 85, \ rw23s W255 ————— _BasTING WATERMAN
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hy a ue —&——1—@— _ EXISTING ENERGEX- UNDERGROUND)
4 [eee nnn ON reel Z ‘
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il] EEE ee ry EHH
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EEE HE EEE] EARTHMORKS QUANTITIES
ea RO 7 eS EPPEEEEEEH
rs} nee : ror | Ponda beak dge anh aee | | Foo ( EARTHWORKS CLT: O0m*
~~ : , i bot bine i TOPSOIL STRIP: 1950?
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ate Sachs MEY SS Cir es RSL OME go re Ee ror DEFICIT: 0.0m?
rape gh dora wa Hae cece state A Bucy eta Faia i
dh Ses dag? hy SHO —_ ESET pt fees KUBY erg ee | i 1 ALLVOWUMES INDI SOLD VOLUMES
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RET Scag hfe eer apatites eet os 4 | eb 3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
= aa 5 Et site Neh cal tae 852 Par gant yercins ae \ EARTHINORKS/ BOXING LEVELS AND NATURAL SURFACE.
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sunueant ‘ Et a at ye ge PET BE AE fo
ea aie a Fp ee Ee be ee ees \ u
Nae soe S 74 Te rr peas eh grt ets Saiicecedn roo saat Hl 1. CONTROL TESTING OF EARTHWORKS TO. BE IN
ma Eng a oh] hog ae erseyle 7, fe Set ut — >
Hebe PR) EE ancy oe ieee rf cERTFICATIN
Mbeck toned Her tipt ass. s sa SEA ee der oy Hl ACCORDANCE WITH AS3799-1996, WITH LEVEL 1 GEOTECHNICAL
sees, 1 OEP | tj eerg OPI Ss 2p aE | suet ; 2 __ALLDRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
Pees: \ ees | a vad aon St ay aA get oe tee coy \ INSTALLED AND FULLY OPERATIONAL BEFORE CONMENCING
HY kes , HH bcs zie sty: ssi zis a) rH i UP-SLOPE EARTHWORKS
HT See AA TW 2: at 3 ALLEXISTING UNDERGROUND SERMICES TO BE LOCATED AND
b ; rH | XISTIN Al
' eee [ SEH 8 MARKED PRIOR TO COMMENCING EARTHWORKS
sn} | 7 cerestaae rites | Helps ifs 240
va SSE FFL 2.70 | Eee 4 FILL DENSITY TESTING SHALL CONFORM TO THE
{ | Coe PAD 2.40 A peee Goaeenennsed FOLLOWING
wT | o IPE ee SS HE EEE Eee 8 1 TEST PERSO0cum- GENERALLY
yl 7 HEH i ca i b 1 TESTPER2 LAYERS PER 40m- TRENCH
i] Keo = Poo i BACKFILL
re In ry oon
4 ee on i 5 PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING
| 7 iH pe [ , MINIMUM ORY DENSITY RATIO (MD.D.R) COMPACTION
al ner = err i=) oan STANDARDS
i EEE] [| BEEF EEE || HH } & ALOINENTS =99% 81D
st . y
5 1 1 1 68 4 1146 1667 49 10 50 I
5 1 1 1 68 5 1204 1667 50 11 25 bea
5 1 1 1 68 6 1442 1667 142 10 10 pT
5 1 1 1 68 7 1509 1660 33 26 12 LI
5 1 1 1 68 8 1710 1660 69 26 24 ta
5 1 1 1 68 9 1775 1667 259 10 24 ee
5 1 1 1 68 10 1977 1660 62 26 35 TTT]
5 1 1 1 68 11 2125 1666 4 8 24 \
5 1 1 1 68 12 2663 1664 7 12 87 d
5 1 1 1 68 13 2690 1659 41 27 46 ROAD
5 1 1 1 68 14 2737 1663 197 13 57 VERGESIEMBANKMENTS
5 1 1 1 68 15 2893 1659 14 27 49 =
5 1 1 1 68 16 2906 1659 28 27 49 98%
5 1 1 1 68 17 2940 1663 25 13 96 STD
4 1 1 1 69 0 1038 1680 1915 24 -1
5 1 1 1 69 1 1038 1680 8 11 0 |
PEE EEE EEE EEE EEE EEE ee Pee @, PAVEMENT SUBGRADE = 100% STD FOR
i He scion eee a
| | A a eS Sr ee a 5 __ALLALLOTMENTS OR AREAS SLBJECT TO EARTHWORKS
| NSL 1.92 NSL211 NSL 2.00 ARE TO BE FREE DRAINING WITH A MNIMUM SLOPE OF 1:100.
F + 6 ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 16
Bs | MAXIMUM SIDE BATTERS (GRASS SEEDED)
- 7 ALL WORK TO BE STRICTLY IN ACCORDANCE WITH
STANDARD EARTHINORKS SPECIFICATION
E>) CAUTION
i EXISTING SERVICES THE C@NTRACTOR IS TO DETERMINE THE EXACT
1 LOCATION OF ALL EXISTINGISERMCES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION,
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO 6 2 & 6 8 1m
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR —
1; 200
360 CIVIL CONSULTING PTY LTD Desi: JAG FORAPPROVAL _[cuenr™ JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN “D8 NUMBER
ABN: 13 609 593 939 frenetic ioararon eat Draw: JAG PROECT PROPOSED DUPLEX DEVELOPMENT
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER [© }!*9/°} Ne 32UNTEPOOL LocsToN AMENOEMENT ae ae 83g — SHCUIS
23 OOGAR STREET, MAROOCHYDORE. QLD 4558 rt Sarit | Beatrice cies RO RPEG 14887 | AT) 30-32 COCKLESHELL, NOOSAVILLE RAVAN No
Mobile: 0403862009 — Email: [email protected] | [| Checked: B.C. DATE O4/94/2017 LOT 11 ON RP138550 & 0 BUP6971
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Version: 2, Version Date: 08/06/2018Section 35
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 35 of 143
NOOSA COUNCIL
APPROVED PLAN
MCU17/0563 & OPW17/0597
4 JUN 2018
| | 3
\ | | 1
DUPLEX DRIVEWAY DUPLEX {
8)
2 t
\ FFL2.70 FFL2.70 1
DESIGN SURFACE :
SECTION A “EXISTING SURFACE
SCALE 1200
|
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| \,
RETAINING WALL BY OTHERS - & | e
REFER STRUCTURAL nic } | '
ENGINEERS DETAILS Me j
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RETAINING WALL BY OTHERS -
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(BY SECTION 5 PAR TNS eae ENGINEERS DETAILS
Ko) ‘SCALE 1:200
|
ai | DUPLEX z
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REFER STRUCTURAL cs |
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(Cc SECTION cS ESIC UENCE ENGINEERS DETAILS
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360 CIVIL CONSULTING PTY LTD Design: JAG cuswt_ JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN (08 NUMBER
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER ||} Frans AS BAG, _ [Baier PROPOSE DUPLES DYE: OPNENT BBieiNe
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Document SeltD: BUSSES Tse sian WEP e-avey wean we OTT Tle EARTHWORKS SECTIONS
Version: 2, Version Date: 08/06/2018 1 43
--g- -- --Section 36
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 37 of 143
it $i efile teed 4 Smm or 6mm AC sheeting to remain
jomiwide Tiler with teer-of stripe Removable, slotted formwork for vertical release
and removal to enable subsequent concrete pour, = Abutting structure Height to allow clearance to weep
First concrete paur, 7 \ Progressive concrete pour ) Ss ; or other pavement holes, flashings, damp proof
zee AlV/| Ble Reinforcing 50, Saw cut, insert or tooled joint = coapsivar termite barnoeirete:
S17 Sis fabric (No sealeant required at top of joint. E is Reinforcing. 0 AW] =
AL / =x na Ee ed MYA
Dowel bar to be rotated following completion of first 6 30} .
5 P concrete pour, removed, lubricated, reinserted into : | 6 7 — Sealant ene
PROGRESSIVE POUR ORECTION —=F>> pierced hole and retracted 10mm ta pravide void at end. i Ai RRR STNRLNU:
SUGGESTED EXPANSION JOINT METHOD FOR CONTINUOUS POURING ; Se oes ee eee
SS SS SS EE ES ‘Optional dowel for load transfer may > — material full depth of pavement,
200u.m. moisture barrier i be added across the joint. Reter (7
CONSTRUCTION NOTES AND METHODS ordered by the Superintendent dowel bar schedule for details 200u.m, moisture barrier if uz
1. Reference AS 3727.1 (2016) Induced crack ordered by the Superintendent
2. Do not add water to the ready mixed concrete delivered fo site. SAW CUT JOINT ISOLATION JOINT
3. Maximum slump 80-100mm. REPEAL IPSIKIT
4. Membrane layer must be lapped 200mm, do not tape overlap. Maxi {COuTROL JOINT)
5, Bar chair spacing maximum 600mm, reduce this spacing for lighter mesh leg. SL62) (Maxinum spacing. 4m)
6. Bedding sand: minimum depth 20mm; maximum depth 40mm; nominal depth 25mm.
7. Coloured concrete - colour must be incorporated in the concrete mix lie, Full depth colour)
8. Re-entrant corner - 2/N12 x 1000mm long trimmer bars to be placed.
4. Kerbing concrete; consider individual methods tor hat and cold weather. In hot weather, incorporate
ALIPHATIC ALCOHOL or similar approved evaporation retardant
10. Main Joint Types Plain dowel bars, sawcut, tree trom burrs a ‘| fantortiag 40) 140 Optional wearer
- Isolation Joint: Ableflex to separate new concrete pour from existing structure such Resntorcinis 40 40 Sealant and filler types to be BE ce SP sealant required at top of
as walts or kerb fabric (7 —srorsves by Superintendent aS
= Coratrecfin ot Seperab erences poms a a bd 7
~ Expansion Joint: Ableflex or similar approved by Superintendent _ - ; 30)
- Control Joint; Either “Formed Joint” or “Weakened Plane Joint" Mesh must not (eee io os
extend through a control joint. Used to control dry shrinkage cracks. Fi Po
11. Joint Angles: ~ must be in range 75° to 90° to joint. HI
12. Joint Sealants (where used) - must adhere to sides of joint faces only, must not extend above \ os .
Sales or int ontoalab curtecn Saree eter 2 2 <u tube (tight tit to dowel) 200um. moisture barrier if Proprietary pressed metal or formed
43, Saw Cut Jolits paiecad ya Siparksferiant 12+ mm { \ 7 with watertight endcap ordered by the Superintendent shear key joint to suit slab
- must be between 1/4 & 1/3 of concrete pavement depth rere vive beitaciacal ond breaking thickness.
- must be cleared of any debris trom the cutting method. FH uiepots aca 5 ae ompound 7 cs FORMED JOINT (WITH SHEAR KEY
~ must be saw cut within 6 to 12 hours of finishing concrete pour where ambient 50 25) ENON ( )
temperature exceeds 25%. EXPANSION JOINT (CONTROL JOINT)
- must be saw cut within 6 to 14 hours of finishing concrete pour where ambient “Fitwinaniseacng tin ‘ / (Maximum spacing; 100mm thick 2m / 150mm thick 4m)
temperature is 25° or lower, 3 Me as
14, Mechanical vibration is strongly recommended for concrete stabs greater than 100mm depth.
45. Concrete Curing
- use plastic sheets as first preference, otherwise a curing compound as approved by
the Superintendent.
~- minimum three (3) days curing period,
~ minimum seven {7) days before any loading applied unless otherwise directed or
approved by the Superintendent
16. Dowell bars must be installed to be exactly 90° ta the face of the joint to allow thermal expansion
and contraction movement.
17. Dowel bars to be hot dip galvanised in highty corrosive environments.
18. Jointing layout to be approved by Superintendent prior to construction commencing, Layout to avoid
atute angles in the concrete slab and to avoid mismatched joints. - Contre! otat ~.
19. Coarse broom finish with smooth edging minimum 75mm wide around all edges between expansion ma. £ oa = —
joints only if ordered by the Superintendent. ee here a
21. Superintendent to determine it compacted gravel subgrade required or if unsuitable subgrade [_ [t+ 5 Fabre MI
20, Concrete thickness to be confirmed on site by the Superintendent fallowing inspection of subgrade. T Reinforced S.72|
material to be removed and replaced. te ae ae =
22. Changes in width or direction on any concrete work to be constructed by way of curved form work SECTION A-A — BREAKOUT TYPE
not by “kinks” or “bends” in torm work as approved by the Superintendent
%
MESH COVER =
HEIGHT ABOVE ° 3 g 3
fos SSC~dSsC(‘~ti‘—=*d sven
osTNce Fron Tg 4 .g Peo 00
‘Dem for formed jornt 1 3 ' 1 Corport lab
40mm far tors wn =
Ls 130000} 3 5 | J
43 Wronstion | footpath | | z z | se
DOWEL BAR SCHEDULE 5 gel
SLAB THICKNESS LENGTH Bi _ yin Anes = las 1500
Road surface, 1 in 40 (2.53) 1 in 20] Rell_under
1 wetsel, fig
Ce ee oe eset ets tte _ og Ge
‘out ond remove back of KikC
ste | ee Toe TYPICAL PROFILE DRIVEWAY ACCESS NOOSA COUNCIL
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360 CIVIL CONSULTING PTY LTD oan Jae FOR APPROVAL cunt JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN MASE
epee dnckeg Pp re 8S BARE __PRORUSES DAPEES DEVELOPER: 2017115
Boson smEET wnocowroore cubase nn Ff — FJ own oun | searmce cect fen wer [5 9032 COCKLESHELL NOOSAVICLE —
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER :
Mobile: 0403 862009 _Email: [email protected] eh EEE] Cheeted: 8,6. DATE: 06/44/2077 LOT 11 ON RP138550 & 0 BUP6971 :
THIS PLAN IS COPY PROTECTED BY 960 CIVIL CONSULTING PTY.LTD._ [Tp 07 of 12
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Version: 2, Version Date: 08/06/2018 1 43
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 38 of 143
¥
NOOSA COUNCIL zle z s
APPROVED PLAN BO ef ‘ E
MCU17/0563 & OPW17/0597 ¢ < z 8 2 ~
4 JUN 2018 = S go =
a a
GRADE 42.500% | 2.500% Ls _| ss 4.860% el |boe 6.000% - 0.500% =
ee ee ee ee ee
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cai 3 z B| 5 e = i a 8
NATURAL SURFACE
LONG SECTION-DRIVEWAY 1
SCALE 1:100
= 8
g g
= %
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LEVELS a = g s =
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CHAINAGE o
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LONG SECTION-DRIVEWAY 2 9 2 6 6 8 1m
SCALE 1:100 na
1; 200
360 CIVIL CONSULTING PTY LTD Desi: JAG cuent__ JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN DB NUMBER
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23 OOGAR STREET, MAROOCHYDORE. QLD 4558 Date: O47 | BEATRICE GIBBERD RPEO 14857 | 47 30-32 COCKLESHELL, NOOSAVILLE DRAWING No
Mobile: 0403 862009 — Email: [email protected] Checked: 6.G. DATE: O4g/#4/2017 LOT 11 ON RP138550 & 0 BUP6971
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Version: 2, Version Date: 08/06/2018Section 39
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 39 of 143
Centreline Data Spalreline Data
X= 971.544 hee
Centreline Data Y = 366.510 Y = 366.340 erp
X= 349.810 xe S'n08 — Z=2097 -----
Y = 369.085
Z= 1.909 mereranans seen ans DATUM RL 1.000 DATUM RL 1.000
casie P| |
DESIGN coo § | og a 3 :
a a
wr | orrser g g orrser g
jor fl lc SNE aM SHANE
3 9 o e
CHAINAGE 5.692 eres
Centreline Data oe Y = 361.549
X= 347.692 eeueeae Z=1773 3 a ae Se ee
Y = 370.746 ”
z=4.774 a a an zaaeeo DATUM RL 1.000
a = 2 SURVEY g
ee ee ee ee wr | | a a a ar
SURVEY b a
q g S a CHAINAGE 2.782
(CHAINAGE 17
CHAINAGE 3 Centreline Data Centreline Data
Centreline Data X= 353.233 X= 346.192
X= 346.203 SS eRRRTG jl Y = 961,549
ee ome a aaa —
DATUM RL 1.000
x x
Ce | wr Of CU
- 5 5 ai a = < =
a rr = | ft ag
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CHAINAGE 1.493
Contretine Data CHAINAGE 1.5 ata CHAINAGE 0 Ne ere
X= 34,703 X = 353.081 X= 344.699
Y= 370.778 Y = 366519 a Y = 361.549
Z= 1.549 Z=2411 cena ai Z= 1.554 o% 0%
DATUM RL 1.000 | DATUM RL. 1000 DATUM RL 1.000 TT
a
i =
o nN ' °o
CHAINAGE 0
CHAINAGE 9.848
NOOSA COUNCIL CHAINAGE 0
APPROVED PLAN CROSS SECTION-DRIVEWAY 1 CROSS SECTION-DRIVEWAY 2
MCU17/0563 & OPW17/0597 SCALE 1:100 SCALE 1:100
4 JUN 2018
360 CIVIL CONSULTING PTY LTD oan Jae FOR APPROVAL cunt JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN 208 NUMBER
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THIS PLAN IS COPY PROTECTED BY 360 CIVILCONSULTING PTY.LTD. [—[—_| 12 of 12
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
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5 1 1 1 118 10 845 2936 30 44 37 att
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5 1 1 1 118 17 1679 2951 8 12 66 2
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5 1 1 1 118 19 1903 2932 26 51 42 |
5 1 1 1 118 20 1928 2932 103 51 44 [AS]
4 1 1 1 119 0 231 2964 1588 32 -1
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5 1 1 1 119 2 528 2967 49 27 0 BF
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5 1 1 1 119 4 650 2980 12 9 61 5
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5 1 1 1 119 6 791 2972 41 16 49 beet
5 1 1 1 119 7 845 2971 81 23 0 Raz
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5 1 1 1 119 12 1543 2966 7 14 0 OS
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5 1 1 1 119 14 1634 2966 8 20 51 og
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 41 of 143
ei , NOOSA COUNCIL i e
Wy AL NATSPEt. LANDSCAPE MOUNDED TO. COLLECT z. 2 APPROVED PLAN a
aN ORGANIC MULCH TO BE
so aS A il CONTRACTOR TD OBTAIN AN WATER. MAINTAIN CLEAR ae, A MCU17/0563 & OPW17/0597
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fy CRURVET WMWKRH.TO BE MOUNDED
EPA eee, bl neces ME ClesR Zone “ROUND TRUNK REFER TO SPEC FOR ADDITIONAL INFORMATION
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§-3 < Sian ye Eig © BACKFILLED WITH CERTIFIED
3 # cS = i a 3 ey SOIL (MAX 2% ORGANIC
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element design
landscape architecture
ADDITIONAL NOTES Soneec CORLORENTS © OORT «
SRtber emits Sena
RIELOCSULLY" mene OF suas men rset ta
FIELD GULLY LOCATIONS TO BE DETERMINED ON phere lett apa
SITE IN ACCORDANCE WITH HYDRAULIC DRAWINGS. el
ENSURE PONDING DOES NOT OCCUR. ALL
STORMWATER PITS AND SUB SOILDRAINS TO. ~~
EXISTING STORMWATER SYSTEM. PROPOSED DUPLEXES AT
30 & 32 THE COCKLESHELL,
NOOSAYVILLE.
Tree Planting Distances from Services ee CORE SEP
= 5 1 1 1 52 3 2869 1845 115 12 93 OPERATIONAL
5 1 1 1 52 4 2990 1845 62 12 94 WORKS
4 1 1 1 53 0 2869 1864 146 12 -1
5 1 1 1 53 1 2869 1864 98 12 85 LANDSCAPE
5 1 1 1 53 2 2974 1864 41 12 94 PLAN
4 1 1 1 54 0 2270 1871 695 36 -1
5 1 1 1 54 1 2270 1871 14 36 72 am
5 1 1 1 54 2 2386 1882 108 15 79 STORMWATER
5 1 1 1 54 3 2500 1882 21 15 96 PIT
5 1 1 1 54 4 2945 1895 20 8 0 a
4 1 1 1 55 0 2270 1890 732 40 -1
5 1 1 1 55 1 2270 1890 23 40 88 im.
5 1 1 1 55 2 2374 1890 61 40 96 OTHER
5 1 1 1 55 3 2441 1890 76 40 92 SERVICES
5 1 1 1 55 4 2987 1896 15 19 92 B
4 1 1 1 56 0 2263 1916 807 36 -1
5 1 1 1 56 1 2263 1916 36 36 74 1.5m
5 1 1 1 56 2 2380 1916 54 36 91 UNITY
5 1 1 1 56 3 2438 1916 50 36 89 WATER
5 1 1 1 56 4 2496 1927 14 18 58 (8
5 1 1 1 56 5 2512 1916 42 36 85 EWER
5 1 1 1 56 6 2554 1916 52 36 89 MAIN)
5 1 1 1 56 7 2843 1928 31 19 96 ED
5 1 1 1 56 8 2883 1928 66 19 95 17215
5 1 1 1 56 9 2953 1916 24 36 95 |
5 1 1 1 56 10 2980 1928 56 19 86 OPW
5 1 1 1 56 11 3045 1928 25 19 86 02
4 1 1 1 57 0 2248 2017 482 27 -1
5 1 1 1 57 1 2251 2013 11 43 22 DP
4 1 1 1 58 0 2564 2086 503 35 -1
5 1 1 1 58 1 2564 2094 41 14 95 DIAL
5 1 1 1 58 2 2611 2094 75 14 95 BEFORE
5 1 1 1 58 3 2859 2086 208 35 17 a
5 1 1 1 58 4 2927 2086 46 33 47 a
4 1 1 1 59 0 2555 2117 512 29 -1
5 1 1 1 59 1 2555 2117 73 26 96 YOU
5 1 1 1 59 2 2644 2117 59 26 96 DIG
5 1 1 1 59 3 2859 2126 208 20 30 ae
4 1 1 1 60 0 2543 2152 524 15 -1
5 1 1 1 60 1 2543 2153 54 14 34 WWM.
5 1 1 1 60 2 2605 2154 104 13 2 1700.coet.au
5 1 1 1 60 3 2870 2147 28 25 21 heat
5 1 1 1 60 4 2927 2155 35 9 58 ee
4 1 1 1 61 0 497 2169 2547 34 -1
5 1 1 1 61 1 497 2170 180 32 96 DETAILS
5 1 1 1 61 2 695 2170 112 33 91 PLAN
5 1 1 1 61 3 823 2188 13 6 91 -
5 1 1 1 61 4 862 2169 312 34 96 OPERATIONAL
5 1 1 1 61 5 1187 2170 165 33 96 WORKS
5 1 1 1 61 6 2854 2167 56 48 0 Gover
5 1 1 1 61 7 2914 2167 130 48 0 nennewicmcerrin
4 1 1 1 62 0 457 2188 2615 36 -1
5 1 1 1 62 1 457 2188 450 36 1 a
5 1 1 1 62 2 2857 2199 215 16 0 ehekenenceser
5 1 1 1 62 3 3042 2188 18 36 0 er
4 1 1 1 63 0 392 2244 334 20 -1
5 1 1 1 63 1 392 2244 120 20 95 Document
5 1 1 1 63 2 522 2244 39 20 95 Set
5 1 1 1 63 3 572 2244 29 20 95 ID:
5 1 1 1 63 4 612 2244 114 20 95 20598671
4 1 1 1 64 0 392 2277 2878 46 -1
5 1 1 1 64 1 392 2277 94 21 96 Version:
5 1 1 1 64 2 499 2278 18 23 96 2,
5 1 1 1 64 3 528 2277 88 21 96 Version
5 1 1 1 64 4 626 2277 63 21 96 Date:
5 1 1 1 64 5 699 2277 132 21 96 08/06/2018
5 1 1 1 64 6 3198 2289 72 34 96 143
4 1 1 1 65 0 2956 2320 223 12 -1
5 1 1 1 65 1 2956 2320 101 12 36 --g-
5 1 1 1 65 2 3089 2320 30 2 69 --
5 1 1 1 65 3 3145 2320 34 3 69 --Section 42
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Page 42 of 143
SPECIFICATION FORLANDSCAPE WORKS [Aettent design,,, PLANT SCHEDULE Slement design SI
21S
renrommuce 3 ED 1715 hsue dq
AMR aa a ae inka
PRIOR TO CONSTRUCTION ON SITE. Code — Botanical Name Common Name Size Quantity
EMDSDN ANDSEDINENT CONTROL HEASURES ARE TO BE UNDERTAMENWHERE NECESSARY TO ENSURE ND DETRINENTAL EFFECT E
@ PRIOR TO CONMENCEMENTOF (WORKS, EXISTING SITE CONDITION 1S 1D BE COCUMENTED BY CONTRACTOR. ALL EXISTING AND ACMnEI Acmene herwanyre Bust Patliaeh a5. llire
aerhrrananion ‘ BROPOSEDSERVICESON SITE ARETO BE LOCATED. ANO CLEARLY IDENTIFIED: ALL BUILDING RUB NSH AND DELETERIOUS MATERIALS BAN int Bankse integrfolla Coastal Banksia 100 litre 1
WASTE Lt ;
LANOSCAPE AREAS SHALL BESCARIFIED TO & DEPTH OF tsnm TO PROMOTE GOOD GROWTH FOR TURF AND PLANTING. ELA ret Eeocarpus reticulatus Blueberry Ash 46 litre 6
ELA obo Elaeocarpus obovatus Hard Quondong 46 litre 2
MATERIALS / SERVICES @ ALLMATERIALS TD BE USED IN THE CONSTRUCTION OF THE DESIGNED LANDSCAPE ARETO BEOF AND INDUSTRY STANDARD QUALITY GRE ban Grevillea banks ii Red Flowered Silky Oak 45 |itre 2
AND FROILA SUSTAINABLE SOURCE WHERE POSSIBLE, NO MATERIALS USEDON SITESHALL BETOXE TO HUMANS, ANIMALS OR
ALLSELECT ITEM MATERIALS ARETO BE AP PROVED BY CLIENT PRIOR TO CONSTRUCTIONON SITE. SH 4 =
BROWIDESERVCECONDUMTS TO ALLGARDEN BEDS FORIRRIGATOAND DRAINAGE PURPOSE, PROVIDE CONDUITS FOR LIGHTING SHRUB SPECIES
WHERE REQUIRED. eee peererruuerens Porc / sees en
ENSURE ADEQUATE DRAINAGE TO PLANTING AREAS FORSPECIFI SITE SOIL CONDITONS VIA THE USEOF SLOTTED AGRICULTURAL ‘Code Botanical Name- ‘Common Name Size Quantity
DRAIN GELECT TYRE FOR APALI CATION), OVERLAND FLOM PATHS WITHIN GARDENS GELECT RIVER GRAVEL ON GEOFASAC i
NSITERIA) AND SURFACE STORMUIATER PITS @OCATEDIN GENERALLY CONCEALED POSITIONS).
HARDSCAPE @ PROPOSED HAROSCAPE ITEMS ARE 70 BECONSTRUCTED TO AUSTRALIAN STANDARDS AND RELEVENT COUNCIL CODES BY A SADIEORS§ RESRES EON Swanyeb anita 200 pot 6
SUTRELY LCENCED CONTRACTOR. WORK LACE HEALTHAND SAFETY REGULATIONS MUST BE IMPLEMENTED DURING CONSTRUCTION DIA cae Dienela caerua Flax Lily 140 pot 92
z CALCC Callistemon ‘Captain Cook' Bottlebrush 200 pot 12
PLANT MANAGEMENT f@ ALL PLANT SPECIES ARE DETAILED WITHIN THE PLANT SCHEDULE . NO SUBSTITUTIONS AL LOWED WITHOUT PRIOR ACCEPTANCE BY MET FF Metrosideros Fiji Fire Fiji Fire 300 pot 2
‘COUNCIL AND PROJECT LANDSCAPE ARCHITECT, a .
TRE CONTIACTUN SH CLOBTAREALL PLANTS A@ Ge E-¥IED ROW AR ACCREDITED }TREMY OROTIER A#FROVED SOURCE FLANTS GRE OM Grevillea ‘Orange Marmalade’ Green Waterfall 200 pot 6
SHALL BE PREWIATERED PRIOR TO ARRWING ON SITE. Wins Fen Hence! i
PLANTS SHALL BE HEALTHY, HARDY AND OFGOOD FORM, THE ROOT SYSTEMOF EACH PLANT SHOULD MOT BE ROOTEOUND AND BE SYZ res Syzygium ‘Resilience Resilience 200 pot = 80
CONDUCIVE TO SUCCESSFUL TRANSPLANTATION. ALL PLANTS TO BE PESTANO DSEASE FREEVUINTH CONTAINERS FREE FROM WEEDS. ing ingi
STREET TREE SPECIES ARE TO COMPLY WITH NATSPECAND RELEVENT COUNCILCONDMONS. WEBcen 6 Westmile ze wart Vestorigia eupo “AE
STAKE TREESUTH & MIN. GF TWD SUXSO HWUD STAKES AND HESSIONSTRAP OR SIMILAR AS MOTTO DAIMGE TREE. FISURE'S DETAIL
RECOMMENDED.
EACH PLANT TO Wve ADDED WATER CRYSTALS TO PLANTING HOLE ANDUUATERED IN AFTER PLANTING AS REQUIRED 5
PLANTS TOCK MAY BE REJECTED IF ROT CONFORMING WITH A BOVE SPECIFICATIONS. . -GROUNDCOVER SPECIES
SOFTSCAPE #@ SETOUTOF ALL SOFTECAPE AREAS TO BE IN ACCORDANCE WITHAR PROVED PLANS. PLANTING AREASTO BE HOUNDED TO ACHIEVE ‘Code Botanical Name_ Common Name Size Quantity ——
ADEQUATE DRAINAGE AND NTATION. Sener
SOIL: AGOOOQUALITY FRIABLE, MODERATELY DRAINING, ORGANIC ENRICHED LANDSCAPING SOIL MIX SHALL BE IMPORTED FROM AN : = SS —
ABRPOVED SOURCE. THE SOIL SHOULD HOT CONTAM ANY CLAY AND aE ERES FROM CONTAMM ENTS VHA WEEDS STHE AND, AUS dul Ausiomytus duicis Midyim Berry 140 pot 34 Saas eiorocaun
LEMENTATION WITHIN GARDEN At AMIN. OF 3m DEPTH. } ; eee.
ORGANIC MULCH: HOOP PINE MULCH IN ITS VARIETY OF FORMS ISTO BESUPPLIEDAND INSTALLED 70 4 INN. DERTHOF 100mm . MULCH MYO acu = Myoporum acuminatum Boobialla 140 pot 22 —
ISTO BE FREE OF FOREN MATTER INCLUDING WEEDS, SOIL, STICKS AND ROCKS. AVOID PLACEMENT OF MULCHAGAIRST STEM OR iri ;4 ‘ irk
Fae ete ee ee earn Near ete ad sharin nt BS TRA Secibowomumitiote, idigdotieorite Valeo
TO SEPERATEORSANIC MULCH FROM THE WALLSOF BUILDINGS, ADJACENT PATHS AND TOO FACILITATE DRAINAGEWITHINGARDEN TRA tri Trachteospermum tricolor Variegated Jasmine 140 pot 20
BEDS. MIN. DEPTH TO BE TWICE THE DIAMETER OF THE LARGEST PEBBLE.
Contractor to confirm plant quantities prior to ordering
TURE @@ TURF SHALLCONSISTOF A DENSE, WELL ROOTED, VGORQUSGRASSGROWTH WITH HIN. 2Smm OF TOPSOIL TURF S70 BE d
DELIVERED TO SITE WITHIN 24 HOURS OF BEING CUT. TURF SHOULD BE FREE FROM DELETERIOUS MATERIAL INCLUDING WEEDS,
PROVIDES SRADE NEETURE LEVELOF-TURF TO REMAIN CONSISTANT CURING LAYING. TUR TO BELAID ALONS CONTOUR AND PINNED I GREATER
COUCH) SPU TCSLOe E element
PREPARE SUBGRADE TO A LEVEL BASEWIITH AN APPROVED TOPSOIL AND SPREAD UNDER TURF FERTILZER AT RECOMMENDED desian
RATE. TURF TO FINSH LEVELWUTH PATHS, EOGES AND KERBS AFTER ROLLING ANO SETTLEMENT. g
IRRIGATION @ IRRIGATION TO BE INSTALLED BY A SUITABLY QUALIFIEDCONTRACTOR AND BE INSTALLED IN ACCORDANCEWUITH ALLCOUNCILMIATER
REGULATIONS. | t desi
(HOT REQUIRED) THE MOST UUGTER EFFICIENT METHOD OF IRRIGATION ISTO BE USED, CONNECTED TO TANKSUPPLY WHERE POSSIBLE. element aesign
CONDUITS TO BELAIDTO ALLGARDEN AREAS TO PROVIDE REGULATED COVERAGE, FLUSHAND PRESSURETEST PRIORTO landscape architecture
PROVIDE SS CONSTRUCTED DRAWINGS CLEARLY SHOWING LOCATION OF ALL IRRIGATION COMPONENTRY. MERRR ANNE owBONEOICS
Fiore» RRORICCT ATEN © RLS HITE
LANDSCAPE @ THE CONTRACTOR SHALL BE RESONSIBLE FOR THECAREAND MAINTENANCE OF ALL LANDSCAPEWORKS FORA PERIDDOF 13 WEEKS rhortaysaieeiSa eB 4st A203
AFTER COMPLETION. tote tote kacie so abe
ESTABLISHMENT PERIOD MAINTENANCE ISTO INCLUDE BOWING OF TURF, REMOVALAND SPRAYING OF WEEDS, PRUNING AND TRIMMING OF SHRUBS WHERE DIAL BEFORE Bern ieme meiesgn ne!
REQUIRED, REPLACEMENT OF DEADOR DISEASED PLANT STOCK AND CORRECT IO RKING OF IRRIGATION SYSTEM. YOU DIG ——S
WATER S70 8E PROVIDED TO ALLSOFT LANDSCAPING AT ® REQUIRE RATE DURING THE ESTABLSHMENT PERDIOTO ENSURE
HEALTHY AND\VIGORDUSGROMITH. it reve
WAN T208.comau PROPOSED DUPLEXES AT
30 @ 32 THE COCKLESHELL,
NOOSAMLLE.
ADDIMONAL NOTES ~
THE PROPERTY CLINIC
Feo ouLty we
FIELO GULLY LOCATIONS 70 BE DETERININED OX ™ OPERATIONAL WORKS
une ron oESNOTOCOUR AL LANDSCAPE PLAN
STORMIBAATER PrTS AN SUBEOIL ORAINETO
EXISTING S10 RMWATER SYSTEM. 5
NOOSA COUNCIL ROOT BARRIER aE
PROVIDE ROOTAARRIER TO BACKOF KERS AND ED 17215 | OPW 03
APPROVED PLAN EDGEO F FOOTPATH TO MANUFACTURERS
EPEDIFOATONS.
4 JUN 2018 CONTRACTOR TO: C)
* CONFIRM LOCATION OF
BOUNDARIES & SERVICES ———
PRIOR TO COMMENCING ome oot mn,
LANDSCAPE WORKS Sak NTS
* ENSURE ALLFALLS TO = i ae as
STORMWATER PITS ARE TO =
INDUSTRY STANDARDS a
* CHECK ALL LEVELS PRIOR TO oman er nneruRAm AUF
SPECIFICATION AND PLANT SCHEDULE PLAN - OPERATIONAL WORKS CONSTRUCTION a ae
: Susenneronancarnie
Document Set 1D: 2059867
Version: 2, Version Date: 08/06/2018 143
--g- -— --Section 43
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
3 MCU21/0087 - DEVELOPMENT APPLICATION FOR A MATERIAL CHANGE OF USE –
SHORT TERM ACCOMMODATION AT 51 TINGIRA CRESCENT, SUNRISE BEACH OCUMENT INF ORM ATION
Author Development Planner, Will Koschade
Environment and Sustainable Development Department
Index ECM/ Applications/ MCU21/0087
Attachments 1. Proposal Plans
APPLICATION DETAILS
Applicant Jane Elizabeth Davy
Proposal Material Change of Use - Short-term accommodation
Properly Made Date 7 May 2021
Information Request Date Not applicable
Information Response Date Not applicable
Decision Due Date 17/09/2021
Number of Submissions 2 properly made
10 not properly made
(12 objections)
PROPERTY DETAILS
Property Address 51 Tingira Cres Sunrise Beach Qld 4567
RP Description Lot 49 RP 126837
Land Area 658m²
Existing Use of Land Detached Dwelling
STATUTORY DETAILS
SEQRP Designation Urban Footprint
Zone Medium Density Residential Zone
Precinct Not applicable
Local Plan Area Coastal Communities
Overlays Landslide Hazard Overlay (Moderate Hazard Area)
Assessment Type Impact
Page 43 of 143
Section 44
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
RECOMMENDATION
That Council note the report by the Development Planner to the Planning & Environment Committee
Meeting dated 7 September 2021 regarding Application No. MCU21/0087 for a Development Permit
for Material Change of Use at 51 Tingira Crescent, Sunrise Beach, and:
A. Refuse the application for the following reasons:
1. The proposal is not consistent with 3.2.4 Housing to meet diverse needs of the
community and 3.3.3 Housing Choice (n) of the Strategic Framework, as it will further
erode the dwelling units available for permanent housing in the area, impacting
permanent resident amenity.
2. The proposal is not consistent with 7.2.6.2 Purpose and Overall Outcome (2)(n) and
Performance Outcomes PO1, PO2 and PO15 of the Coastal Communities Local Plan
Code as:
i. The extent of visitor accommodation has eroded the available supply of permanent
housing in the local plan area; and
ii. Additional visitor accommodation in the area is likely to result in detrimental
impacts on the residential neighbourhood and amenity of permanent residents.
3. The proposal is not consistent with 6.3.2.2 Purpose and Overall Outcomes (2)(a) and (h)
of the Medium Density Residential Zone Code as:
i. The proposal will contribute to the proliferation of visitor accommodation in the area
and will further impact on the medium density residential neighbourhood being
maintained as predominantly home to permanent residents.
ii. The proposal seeks to establish a new short-term visitor accommodation facility
within a detached house, and is not located within a well-established resort or
holiday units.
4. The proposal is not consistent with 9.3.5.2 Purpose and Overall Outcomes (1) and (2)(f)
of the Visitor Accommodation Code as:
i. The proposed visitor accommodation is likely to detract from the amenity enjoyed
by residents given resident’s reasonable expectations for the area.
5. There is no need for additional short term accommodation in the area.
B. Note the report is provided in accordance with Section 63(5) of the Planning Act 2016.
REPORT
This application seeks a Development Permit to use the existing two storey detached dwelling for
the purpose of Short-Term Accommodation. The dwelling has four bedrooms and would
accommodate a maximum of 8 guests.
The applicant advises that:
They will utilise a local property manager to oversee letting, management and maintenance of
the premises.
They will prepare a code of conduct and management agreement for all guests utilising the
premises for short term accommodation.
Local contact person to respond to issues.
Restrict use of outdoor areas after 9pm.
The two-car garage and associated driveway will be available for carparking for guests.
No events or parties to occur on the premises.
Page 44 of 143
Section 45
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
The applicant has advised that no changes are proposed to the existing dwelling with all parts of the
site to be available for the proposed use. The following images include Locality Plans and Floor
Plans of the existing dwelling.
Figure 1 – Subject Site
Figure 2 – Locality Plan
Page 45 of 143
Section 46
PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
Figure 3 – Ground Floor Plan
Figure 4 – First Floor Plan
Page 46 of 143
The text continues on section 47.