Council archive · source document
Collated Planning Report · MCU14/0077
Attached to the e-mail MCU14/0077 & OPW14/0324 Industrial business Type 1 & Retail business Type 4.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
PLANNING REPORT
No. 53213
Application for a Combined Development Permit for Material Change of Use to
establish an Industrial Business, Type 1 Warehouse & Retail Business, Type 4
Showroom (Trade Related Showroom, Plumbing Supplies) and Operational Works
(Stormwater Drainage, Landscaping, Car Parking and Access Driveway) on land
described as Lot 10 on SP230643, situated at Noosa Metro Innovation Park, 10/100
Rene Street, Noosaville Qld 4566
Prepared on Behalf of Wilson Clark Construction Pty Ltd
September 2014
Murray & Associates (Qld) Pty Ltd ACN 075 543 154 ABN 81 075 543 154 www.mursurv.com [email protected]
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Section 2
Contents
Contact Details .....................................................................4
1.0 Summary ......................................................................5
2.0 Introduction .................................................................7
3.0 Characteristics of the Site and Surrounding Area .........9
3.1 Overview ............................................................................... 9
− 3.1.1 Location of the Subject Site ................................... 9
− 3.1.2 Current Registered Landowners ............................. 9
− 3.1.3 Built and Natural Site Features............................... 9
− 3.1.4 Easements, Shape and Size ................................. 10
− 3.1.5 Planning Designation .......................................... 10
− 3.1.6 Surrounding Land Uses ....................................... 10
− 3.1.7 Access and Services ........................................... 11
4.0 Material Change of Use Proposal ................................ 12
4.1 Proposed Development.......................................................... 12
− 4.1.1 Existing Approval Attaching to the Land ................ 12
− 4.1.2 Proposed Land Uses............................................ 12
− 4.1.3 Built Form ......................................................... 13
− 4.1.4 Landscaping ...................................................... 14
− 4.1.5 Vehicle Access and Waste Management................. 14
− 4.1.6 Car Parking and Vehicle Manoeuvring ................... 15
− 4.1.7 Provision of Services and Stormwater Management 16
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Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 3
5.0 Development Assessment........................................... 17
5.1 Use Definition ...................................................................... 17
5.2 Level of Assessment ............................................................. 17
5.3 Desired Environmental Outcomes (DEO’s) ............................... 18
− (b) Commercial and Retail Uses.................................... 18
− (e) Industrial Business Uses......................................... 20
5.4 Character Statement of the Locality ........................................ 21
− Noosaville Locality ...................................................... 21
5.5 Intent for the Shire Business Centre Zone ............................... 25
5.6 Relevant Codes .................................................................... 27
5.7 Overlays.............................................................................. 27
A review of the overlay maps for the Noosaville Locality has identified the
following overlays as being applicable to the subject site: .......... 27
− Biodiversity Overlay (Map OM8.1); and ................................... 27
− Natural Hazard: Bushfire & Acid Sulfate Soils Overlay (Map OM8.4).
27
6.0 State Planning ............................................................ 29
6.1 Referral Agencies.................................................................. 29
6.2 South East Queensland Regional Plan 2009 – 2031 ................... 29
6.3 South East Queensland Koala Conservation State Planning
Regulatory Provisions ............................................................ 29
− Whilst the SARA Online Mapping System identifies the subject site
as being within a ‘Koala Assessable Development Area’ the South
East Queensland Koala Conservation State Planning Regulatory
Provisions (SEQKCSTRP) are of no relevance to the proposed
development given: .................................................... 29
7.0 Conclusions and Recommendations ............................ 31
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Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 4
Figures
Figure 1 – Locality Map
Figure 2 – Zone Map
Appendices
Appendix A – Current Title Search
Appendix B – Survey Plan and SmartMap
Appendix C – Architectural Plans
Appendix D – Engineering Plans
Appendix E – Code Assessment
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Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 5
Contact Details
Murray & Associates (Qld) Pty Ltd Contact: Danya Cook
Town Planning Consultant Address: PO Box 246
Nambour Qld 4560
Phone: (07) 5441 2188
Fax: (07) 5441 2601
Email: [email protected]
Cool Architecture Contact: Louise Rogerson
Architectural Consultant Address: 2A/35 Seaside Boulevard
Marcoola Qld 4564
Phone: (07) 5448 8850
Email: [email protected]
Construction Hydraulic Contact: Reinhold Koenning
Engineering Consultant Address: PO Box 181
Moffat Beach Qld 4551
Phone: (07) 5491 4333
Email: [email protected]
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Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 6
1.0 Summary
SITE DETAILS
Address 10/100 Rene Street, Noosaville Qld 4566
Real Property
Lot 10 on SP230643
Description
Subject Land Area 1702m2
Local Authority Noosa Council
Current Registered
Northern Property Group No 1 Pty Ltd
Landowners
PLANNING SCHEME DESIGNATION
Planning Instrument Noosa Plan
Locality Noosaville Locality
Precinct E3 – Employment (Environment R & D Business
Precinct
and Offices)
Zone Shire Business Centre (Zone Map ZM8 Noosaville)
APPLICATION DETAILS
Applicant Wilson Clark Construction Pty Ltd
− Material Change of Use to establish an Industrial
Business, Type 1 Warehouse and Retail Business, Type 4
Proposal Showroom (Trade Related Showroom, Plumbing Supplies)
− Operational Works (Stormwater Drainage, Landscaping,
Car Parking and Access Driveway)
Application Type Development Permit
Level of Assessment Impact Assessment
PROJECT TEAM
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Section 7
Town Planning
Murray & Associates (Qld) Pty Ltd
Consultant
Architecture Consultant Cool Architecture
Engineering Consultant Construction Hydraulic
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Section 8
2.0 Introduction
Murray & Associates (Qld) Pty Ltd have been commissioned to prepare this
Planning Report on behalf of Wilson Clark Construction Pty Ltd in support of a
combined development application seeking a Development Permit for Material
Change of Use to establish an Industrial Business, Type 1 Warehouse and
Retail Business, Type 4 Showroom (Trade Related Showroom, Plumbing
Supplies) and Operational Works (Stormwater Drainage, Landscaping, Car
Parking and Access Driveway), on land identified as Lot 10 on SP230643,
situated at 10/100 Rene Street, Noosaville.
The Current Registered Landowner of the subject site, Northern Property
Group No 1 Pty Ltd (refer to Appendix A for a copy of the Current Title
Search) has provided written consent to the proposed development by signing
the Company Owner’s Consent Form to the making of a development
application under the Sustainable Planning Act 2009 (SPA). The signed form
is attached to IDAS Form 1 – Application Details, which is attached to this
Planning Report. Also, accompanying this Planning Report is the following
completed IDAS forms:
− IDAS Form 5 – Material Change of Use Assessable against a Planning
Scheme;
− IDAS Form 6 – Building or Operational Work Assessable Against a
Planning Scheme; and
− IDAS Form 34 – South East Queensland Koala Conservation State
Planning Regulatory Provisions.
The subject site incorporates an area of 1702m² and is situated within the
Shire Business Centre Zone of the Noosaville Locality, as shown on Zone Map
ZM8 Noosaville of the Noosa Plan.
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Section 9
As identified in Division 8 – Assessment Table for the Business Centre Zone,
Table 11.6 Assessment Categories and Relevant Assessment Criteria for the
Business Centre Zone – Making a Material Change of Use of the Noosa Plan,
an Industrial Business, Type 1 requires ‘Impact Assessment’. It follows, even
though a Retail Business, Type 4, requires ‘Code Assessment’ in the Business
Centre Zone, the proposed development is one (1) integrated operation and
therefore the entire application must be assessed in accordance with the
requirements for Impact Assessment.
Note: Whilst the development application is Impact Assessable it is requested that Council have
regard to the fact that there is an existing Development Permit attaching to the land for an
Industrial Business, Type 1 Warehouse (Council reference: MCU 132007.1841). It follows the
proposed development is of a reduced industrial scale to that of the current Development Permit
attaching to the land.
This Planning Report should be read in conjunction with the supporting
information included within the Figures and Appendices, as well as the
attached IDAS development application forms.
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Section 10
3.0 Characteristics of the Site and Surrounding Area
3.1 Overview
− 3.1.1 Location of the Subject Site
The subject site is situated at 10/100 Rene Street, Noosaville, and is legally
described as Lot 10 on SP230643. The subject site is located in the southern
part of the locality of Noosaville on the fringe of an established industrial
estate. Figure 1 of this report features a Locality Map of the subject site and
surrounding area.
− 3.1.2 Current Registered Landowners
The Current Registered Landowner of Lot 10 on SP230643 is Northern
Property Group No 1 Pty Ltd. A copy of the Current Title Search is included
within Appendix A of this report.
− 3.1.3 Built and Natural Site Features
The subject site has the following characteristics:
− is a corner allotment;
− is vacant of any buildings or structures;
− is relatively flat;
− has the following frontages:
− approximately 46m to Rene Street; and
− approximately 41m to an unnamed formed road.
− has an 8m wide industrial type vehicle crossover from the unnamed
road;
− has been cleared of all natural vegetation; and
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Section 11
− contains some planted landscaping along the northern property
boundary.
− 3.1.4 Easements, Shape and Size
The subject site does not contain any easements, as confirmed by the Current
Title Search included within Appendix A of this report.
The subject site is irregular in shape and comprises a total area of 1702m2.
For complete site dimensions, refer to Appendix B of this report for a copy of
the Survey Plan and SmartMap.
− 3.1.5 Planning Designation
The subject site is situated within:
− the Shire Business Centre Zone of the Noosaville Locality, as shown on
Zone Map ZM8 Noosaville of the Noosa Plan; and
− Precinct E3 – Employment (Environment R & D Business and Offices), as
shown on Map SBC of the Noosa Plan.
An extracted copy of Zone Map ZM8 is provided within Figure 2 of this
report.
− 3.1.6 Surrounding Land Uses
Abutting the western boundary of the subject site is a commercial storage
facility, namely “Storage King” (Lot 279 on CP865180) which is designated as
Industrial Zone.
Land adjoining the southern boundary of the subject site and land located
east of the subject site is vacant and is designated as Shire Business Centre
Zone.
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Section 12
Located to the north-west of the subject site, across Rene Road, is an
industrial activity (Lot 307 on SP104321) which is on land located within the
Industrial Zone.
The extracted copy of Zone Map ZM8 provided within Figure 2 of this report
depicts the location of the abovementioned land zoning designations.
− 3.1.7 Access and Services
As outlined in Section 3.1.3 of this report, the subject site has frontage to
Rene Street (northern boundary of subject site) and an unnamed formed road
(eastern boundary of the subject site). Both Rene Street and the unnamed
road have a bitumen seal.
Rene Street is the major service road for vehicles travelling through the
industrial estate and is well connected to the surrounding road network.
Vehicle access to the subject site is from the unnmaed road via an 8m wide
concrete vehicle crossover. The unnamed road connects to Rene Street.
In addition to the above, as a result of a previous Reconfiguring a Lot
Development Approval (2008/1605), the subject site is connected to all urban
infrastructure services, including:
− Council’s reticulated water supply;
− Council’s reticulated sewer network;
− Reticulated electricity; and
− Telecommunications.
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Section 13
4.0 Material Change of Use Proposal
4.1 Proposed Development
− 4.1.1 Existing Approval Attaching to the Land
On or around 13 May 2008, Noosa Council issued a development approval for
Development Permit for Material Change of Use of Premises for Industrial
Business Type 1 – Warehouse, Industrial Business Type 2 – Production,
Alteration, Repackaging and Repairing and Education Type 3 – Adult (Council
reference: MCU 132007.1841), attaching to the subject site.
− 4.1.2 Proposed Land Uses
The intent of the development proposal is to establish an integrated
multifaceted facility, which comprises both industrial and retail activities at
the premises. Specifically, it is the applicant’s intent to establish a plumbing
business providing both goods and services to the community.
The development proposal intends to establish a building, which has a Gross
Floor Area (GFA) of 682m2 and abuts part of the southern and western
boundaries of the subject site. The proposed building comprises two separate
use areas. The western portion of the shed is intended to be used as “type 1 –
warehouse” (GFA - 295m2). The eastern portion of the shed is intended to
comprise a “trade related sales” area (GFA – 212m2) and “type 4 showroom”
area (GFA – 175m2). The eastern portion of the shed will also comprise two
(2) offices and staff amenities.
In addition to the warehouse area proposed within the shed, the north-west
corner of the subject site is intended to be used as an outdoor warehouse
area (136.4m2).
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Section 14
− 4.1.3 Built Form
The design of the proposed building is responsive to the locality within which
it is located. Furthermore, the proposed building is consistent with the built
form of other buildings in the immediate vicinity.
The retail component of the building has awnings along the entire eastern and
northern walls, with walls comprising predominantly glass windows to allow
natural light to enter the building as well as visual observation from the
exterior of the building.
The industrial component of the building represents the built form of an
industrial type building. The northern wall of the proposed building has two
(2) roller doors and one (1) pedestrian access door.
Where glass is not proposed the walls of the building will be painted tilt panel.
The building has a maximum height above natural ground level of 7.0m.
For full details and indicative representations of the built form and design of
all aspects of the proposed development, excluding infrastructure services,
please refer to the Architectural Plans package prepared by Cool Architecture
and included within Appendix C of this report. The plans provided include:
− Site Plan;
− Floor Plan;
− Roof Plan;
− Plans of all Elevations; and
− Landscaping Plan.
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Section 15
− 4.1.4 Landscaping
As shown on the “Landscaping Plan”, prepared by Cool Architecture and
included in Appendix C of this report, landscaping is proposed along the
entire northern and eastern boundaries, excluding the existing vehicle
crossover.
The area along the northern boundary to be landscaped is intended to be a
bio-retention basin and as a result will comprise the following plantings:
− Sedge;
− Knobby Club Rus;
− Upright Sedge; and
− Mat Rush.
The landscaping proposed along the eastern boundary is intended to create an
active frontage and soften the built form of the proposed building.
Landscaping along the eastern boundary will comprise:
− Tuckeroo;
− Dwarf Lilly Pilly;
− Walking Stick Palm;
− Tricolour Jasmine; and
− Xanadu.
For further details regarding species proposed to be planted please refer to
“Landscaping Notes & Schedules”, prepared by Cool Architecture and included
within Appendix C of this report.
− 4.1.5 Vehicle Access and Waste Management
As identified in Section 3.1.7 of this report the subject site has an existing
vehicle crossover from a formed road. The vehicle crossover is an adequate
width to enable two-way vehicle movements. The existing vehicle access is
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Section 16
setback a suitable distance from the intersection with Rene Road to ensure
the proposed development will not impact traffic or pedestrian movements.
An outdoor bin storage area is proposed abutting the northern boundary of
the subject site. The bin storage area is to be bunded and have a drainage
point to Council’s reticulated sewerage main.
− 4.1.6 Car Parking and Vehicle Manoeuvring
A total of seventeen (17) car parking spaces are proposed on the subject site,
including one (1) disabled car parking space. That is, 1 space per 48.141m2 of
use area. This meets the requirements stipulated in Part 14.115 Minimum
Vehicle Parking Requirements of Division 13 – Driveways and Car Parking
Code of the Noosa Plan, which require 1 space per 50m2 of use area for Type
1 Warehouse and Type 4 Showroom.
A vehicle loading/unloading bay suitable for an SRV is located nearby the
outdoor warehouse area and adjacent to a roller door.
The bin storage area has been appropriately designed to ensure a refuse
collection truck can enter and exit the subject site in a forward direction.
All car parking and vehicle manoeuvring areas have been designed in
accordance with Australian Standard AS2890, and will be constructed of a
suitable impervious surface.
For detailed drawing of all car parking and vehicle manoeuvring areas please
refer to the Architectural Plans included within Appendix C of this report.
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Section 17
− 4.1.7 Provision of Services and Stormwater Management
The proposed development will be serviced by the existing urban services
currently connected to the subject site, as detailed under Section 3.1.7 of this
report.
In respect of stormwater management the following design elements have
been included:
− all runoff from the roof of the building will be collected in the guttering
and drained to a 10,000L retention tank located underground in the
north-west corner of the subject site;
− the 10,000L retention tank will have a hi-flow bypass system to a lawful
point of discharge and a slow leak discharge to the bio-retention basin;
− all car parking and manoeuvring areas have a gradient of 1:100 sloping
towards the northern boundary to ensure all stormwater runoff drains to
the proposed bio-retention basin located along the northern boundary of
the subject site;
− the bio-retention basin will be connected to Council’s existing
stormwater main located in the north-eastern corner of the subject site;
and
− the bin storage area will be bunded to ensure no contaminants leave the
bin storage area and no stormwater enters the bin storage area.
Having regard to the above stormwater management design elements,
stormwater runoff from the subject site will have no external impact on
surrounding roads or properties.
For detailed drawing of all infrastructure services proposed, as well as erosion
and sediment control measures during construction please refer to the
Engineering Plans included within Appendix D of this report.
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Section 18
5.0 Development Assessment
5.1 Use Definition
In accordance with Part 2 – Interpretation and Dictionary of the Noosa Plan,
the proposed uses are defined as follows:
Business Use, Industrial Business, Type 1 - Warehouse – The use of
premises for the storage of goods, merchandise or materials in large stocks
(whether or not such storage is required for an adjoining shop or other
commercial premises), pending their distribution or wholesale. The use
includes a warehouse or self-storage facility.
Business Use, Retail Business, Type 4 – Showroom - Premises exceeding
250m2 gross floor area for the display and sale of goods that are primarily of
a bulky nature and of a similar type, including but not limited to boats,
electrical goods, bulk stationery supplies, caravans, furniture, floor coverings,
sporting equipment and apparel, motor vehicles, motor accessories and the
like. The term includes any associated sale of spare parts for such goods. The
term does not include a large shop.
5.2 Level of Assessment
As identified in Division 8 – Assessment Table for the Business Centre Zone,
Table 11.6 Assessment Categories and Relevant Assessment Criteria for the
Business Centre Zone – Making a Material Change of Use of the Noosa Plan,
an Industrial Business, Type 1 requires ‘Impact Assessment’. It follows, even
though a Retail Business, Type 4, requires ‘Code Assessment’ in the Business
Centre Zone, the proposed development is one (1) integrated operation and
therefore the entire application must be assessed in accordance with the
requirements for Impact Assessment.
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Section 19
5.3 Desired Environmental Outcomes (DEO’s)
The proposed development does not jeopardise any objectives of the Desired
Environmental Outcomes detailed within the Noosa Plan, and listed as follows:
− Agricultural Uses;
− Commercial and Retail Uses;
− Community Uses and Facilities;
− Heritage;
− Industrial Business Uses;
− Natural Resources;
− Open Space, Environment and Conservation Functions;
− Sport and Recreation Uses;
− Tourism;
− Transport and Mobility Functions; and
− Infrastructure and Services.
An assessment of the proposed development against the Commercial and
Retail Uses and Industrial Business Uses – Desired Environment Outcome of
the Noosa Plan is provided below.
− (b) Commercial and Retail Uses
A hierarchy of centres with a range of Commercial and Retail business uses
provide suitable levels of amenity, service and access to the community,
consistent with the community’s location and needs and is based on—
i a proportion of Noosa’s higher order needs fulfilled by centres in other
areas, particularly the key regional centre of Maroochydore;
ii the Shire Business Centre, a Major Activity Centre for the purposes of the
SEQ Regional Plan and the highest order centre within the former Noosa
Shire, developed in stages consistent with the needs of the population of
the former Noosa Shire and areas to the immediate south;
iii protecting the long term viability of the Shire Business Centre as the
principle business, retail and administrative centre;
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Section 20
iv recognising that it may be necessary to increase floor space in existing
centres to meet changing needs, provided any increased floor space does
not impact on the successful operation and development of the Shire
Business Centre;
v business centres at Cooroy, Noosa Junction, Noosaville and Tewantin;
vi neighbourhood or visitor centres at Peregian Beach, Sunrise Beach,
Sunshine Beach, Noosa Heads, Noosaville, Tewantin, Cooroibah and
Teewah;
vii the town of Pomona and the village centres of Kin Kin, Boreen Point and
Cooran;
viii Uses that comprise a large component of Commercial and Retail business
uses or other non-industrial uses are not located on land that is otherwise
intended for Industrial business uses;
ix Home-based business uses that contribute to the economy of Noosa, but
do not reduce surrounding residential amenity or environmental values;
and
x energy efficiency and water conservation principles.
Comment:
The proposed development is appropriately located within the Shire Business
Centre Zone on the basis the proposed use will provide goods and services to
the immediate and wider community. Further, given the nature of the
proposed use, the design of the proposed development, the surrounding
zoning designation and existing established uses in the area, the proposed
development will not compromise the amenity of the area. Whilst it is
acknowledged the proposed development includes an industrial component
which is not envisaged in the Shire Business Centre Zone, the industrial
component is ancillary to and compliments the proposed retail component of
the proposal. It follows, the proposed development will not compromise the
long term viability of the Shire Business Centre as the principle business,
retail and administrative centre.
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Section 21
The proposed development does not compromise the relevant Desired
Environmental Outcomes sought for Commercial and Retail Uses.
− (e) Industrial Business Uses
Industrial uses and extractive and mining uses—
i provides suitable levels of service and employment to the community;
ii promotes the sale of local products;
iii is predominantly low key, clean and service-orientated;
iv is underpinned by environmentally sustainable development practices that
avoid adverse impacts on immediate or surrounding settlements or
ecosystems;
v develops and operates in a sustainable manner, including prudent use of
non-renewable resources;
vi results in a proportion of Noosa’s higher order needs being fulfilled by
facilities located in other areas, particularly the key regional centre of
Maroochydore;
vii protects industrial areas, valuable extractive and mineral resources and
associated heavy vehicle haul routes, particularly from the encroachment of
incompatible development, for the ongoing benefit of the community; and
viii utilises water and energy efficient practices.
Comment:
As outlined in Section 4.0 of this report the proposed development includes a
industrial component which is ancillary to a proposed commercial component
on the premises. On this basis the proposed development is appropriately
located in the Shire Business Centre Zone on land abutting the Industrial
Zone. Further to the above, given the proposed developments proximity
within an established industrial precinct the services available to the subject
site are more than adequate to cater for the needs of the proposed
development.
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Section 22
The proposed development will create additional retail and industrial
employment in the Noosaville area.
The nature of the proposed development is service orientated.
The proposed development has been designed to ensure it will have no
external impacts on surrounding properties or the environment.
The proposed development achieves all the relevant Desired Environmental
Outcomes for Industrial Business Uses.
5.4 Character Statement of the Locality
− Noosaville Locality
The following character statement is provided for the Noosaville Locality under
Part 11 of the Noosa Plan:
Physical Setting
The Noosaville Locality is situated in the south-eastern part of the Noosa.
Boundaries of the locality are generally defined by—
• The Noosa River in the north;
• Weyba Creek in the east;
• Lake Weyba, Eenie Creek and properties through which Eenie Creek passes
in the south; and
• State Forest, Beckman’s Road, The Noosaville State Primary School and
Lake Doonella in the west.
The locality is part of a complex system of lowlands, which drain to the Noosa
River system. Higher land is found in the north-west and in the south of the
locality. This land drains to the Noosa River, Eenie Creek and Lakes Weyba
and Doonella. Balance land in the locality is generally low lying and within the
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Section 23
flood plain of the Noosa River system. Periodic flooding occurs, as a
consequence of the rainfall flooding in the river system.
The natural landscape has been substantially modified in many areas, though
stands of vegetation remain in areas that are poorly drained. Mangroves
fringe many of the watercourses, with remnant stands still in existence along
Weyba Creek and in Lake Doonella. Melaleuca stands, which were once
common in the floodplain areas, are now mainly confined to public lands.
Well-recognised and highly valued features of the landform and landscape
include—
• The Noosa River and its foreshore parkland;
• Keyser Island and Weyba Creek Conservation Parks;
• Munna Point;
• Lake Doonella;
• Lake Weyba;
• Noosa National Park and the koala habitat within it; and
• Eenie Creek
Comment:
The proposed development is consistent with the physical setting of the
locality and has been designed to minimise the bulk of the building through
appropriate landscaping along the northern and eastern boundaries.
The proposed development will not compromise any well recognised and/or
highly valued features within the Noosaville locality.
Accessibility, Infrastructure and Servicing
The Noosaville Locality provides for much of Noosa’s commercial, retail,
administrative, industrial and social needs, as well as being one of the major
focus areas for visitor accommodation and services. Residents of the locality
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Section 24
generally enjoy high levels of convenience and accessibility to urban services.
Facilities of Noosa-wide significance include the proposed Shire Business
Centre, Noosa Hospital, community facilities at Wallace Park Estate and
Noosa’s primary industrial estate.
Accessibility to recreational opportunities provides residents and visitors with
valued lifestyle opportunities, including recreation areas off Shorehaven Drive
and Seacove Court, Noosaville; scouting facilities at Gympie Terrace and
Gibson Road, Noosaville; the Australian Rules field at Weyba Road,
Noosaville; and camping and caravanning facilities at Munna Point which
provide strategically positioned, low cost accommodation for visitors.
The watercourses of the locality strongly influence the location of road
systems, with entrance points from Tewantin and Noosa Heads being
constrained to a few key points. Eenie Creek Road and eventually Walter Hay
Drive will create scenic southern entrances to Noosa through bushland
settings. Noosa Parade and Weyba Road, connecting the locality with Noosa
Heads are flanked by vegetation and offer glimpses to the watercourses.
Comment:
The proposed development is consistent with the Noosaville Locality in that
the proposed development will ensure the area continues to cater for the
retail and industrial needs of the community.
The proposed development has access to an established industrial transport
network.
The proposed development can be connected to all essential infrastructure for
the use, including:
− reticulated water;
− reticulated sewerage;
− reticulated electricity; and
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Section 25
− telecommunications.
Communities
Noosaville is one of the principal visitor destinations in Noosa. The Noosa
River, its foreshore parkland and the many fine restaurants close by are the
key attractions, so visitor accommodation is generally focused in the part of
Noosaville that is north of Gibson Road.
There is relatively little topographical relief within Noosaville however variety
in the built form is emphasised through the historical development of the
locality and the many architectural styles it exhibits.
Noosaville’s urban residential areas, provide fully serviced, generally low
density, urban housing in quiet neighbourhood settings. The character of
these neighbourhoods varies due to factors such as lot sizes, the established
character and age of the development and proximity to open space,
watercourses and business development. Noosa Waters and parts of Munna
Point provide residential properties with watercourse frontage.
Substantial areas have been set aside for attached accommodation in the
Noosaville Locality. These areas generally have ready access to business
facilities and the Noosa River. Most also have access to public transport
services. Whilst some areas predominantly service visitors, there is generally
a strong mix of visitors and permanent residents within the attached housing
neighbourhoods.
Comment:
The proposed development is located on the fringe of an existing industrial
estate and within the Shire Business Centre Zone. Given the location of the
proposed development it will have no impact on visitor destinations or
residential communities within the Noosaville Locality.
24
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 26
5.5 Intent for the Shire Business Centre Zone
As detailed in Part 11, Division 16 of the Noosa Plan, the intent of the Shire
Business Centre Zone is detailed as follows:
i is a Major Activity Centre for the purposes of the SEQ Regional Plan, and
the principle business centre for Noosa, servicing Noosa-wide business and
employment needs by providing for a range of Business Uses as well as
administrative, community, and open space functions;
ii is a multi-function employment node forming the major focus of
employment growth in the coastal area of Noosa;
iii follows a logical sequencing of development consistent with the needs of
the community that is dependent on the—
A) timing and construction of the external and internal road systems,
including Walter Hay Drive;
B) dedication of a substantial area of open space; and
C) development of a substantive amount of non-retailing development
for employment opportunities beyond Retail business;
iv is developed at a low scale and density with distinctive and unique design
elements, determined by the setting and recognisable as a Noosa
development;
v comprises buildings of low rise form separated by attractive and low key
informal spaces that are integrated with landscaping and open space
areas;
vi has an outdoor focus, particularly for Retail business uses, office uses
and Community Uses;
vii provides for an inter-regional transit facility that functions as an integrated
public transport node, with pedestrian and bicycle paths and appropriate
external connections;
viii provides visual and physical connectivity across and throughout the site;
ix is designed to ensure that peak traffic flows and access to the Shire
Business Centre do not impact on the wider functions of Eenie Creek Road
and Walter Hay Drive;
x retains development capacity within the Shire Business Centre in the
longer term to take advantage of potential new employment opportunities;
25
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 27
xi is developed into precincts, as depicted on Schedule 4 - Shire Business
Centre Map, which include a dynamic mix of development with an
appropriate integration of uses within each, including—
A) Business Precincts (B1-B2), which provide for the highest order of
retail development in Noosa and comprises the retail core of the
Shire Business Centre site, with associated car parking generally
located with Precinct B2;
B) Precinct B3, which provides for showroom and office development;
C) Employment Precincts (E1-E7) for future employment growth, which
include 3 precincts (E1, E2, E3) with preferred themes to allow
these precincts to take advantage of new employment
opportunities;
D) a civic area located within Precinct E1, which provides for a range
of civic uses and functions;
E) an inter-regional transit facility in Precinct E6;
F) a Residential Precinct (RES), which provides residential support
accommodation to the other key precincts; and
G) a Minor Recreation/Minor Mixed Use/Open Space Precinct
(REC/MU), developed for the purposes of a minor recreation use or
minor mixed-use development;
Comment:
The proposed development achieves the outcomes sought for the Shire
Business Centre Zone given:
− the proposed development will contribute to ensuring the locality
remains the principle business centre for Noosa;
− the proposed development will provide additional employment
opportunities within the locality;
− the proposal contributes to creating a multi-function employment node
by creating both retail and industrial employment opportunities;
26
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 28
− the proposal has a built form and scale which is appropriate for the use
and will not compromise the amenity of the area;
− the proposed landscaping is appropriate to activate the street frontage
whilst also softening the bulk of the proposed building;
− the existing transport network servicing the subject site is more than
adequate for the proposed use; and
− the proposal is consistent with the intent of Precinct E3 in that the
proposed development is in recognition of the strong growth in the
construction sector on the Sunshine Coast.
5.6 Relevant Codes
As stipulated in accordance with Part 11 – Noosaville Locality Plan, Division 9
– Assessment Table for the Shire Business Centre Zone, Table 11.7
Assessment Categories and Relevant Assessment Criteria for the Shire
Business Centre Zone – Making a Material Change of Use of the Noosa Plan,
the following codes are applicable to the proposed development:
− Noosaville Locality Code;
− Business Uses Code;
− Landscaping Code; and
− Engineering Works Codes.
An assessment of the above listed codes is provided within Appendix E of
this report.
5.7 Overlays
A review of the overlay maps for the Noosaville Locality has identified the
following overlays as being applicable to the subject site:
− Biodiversity Overlay (Map OM8.1); and
− Natural Hazard: Bushfire & Acid Sulfate Soils Overlay (Map OM8.4).
27
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 29
Notwithstanding the above, an assessment against the applicable code for
each of the above mentioned overlays is not warranted on the basis of the
following:
− Biodiversity Overlay - As shown in Figure 1 of this report, the subject
site has been subdivided and further has been cleared of all vegetation.
It follows, the subject site cannot be an Environmental Protection Area
and further Map OM8.1 does not reflect the current physical nature of
the subject site.
− Bushfire & Acid Sulfate Soils Overlay – On close inspection the subject
site is not located within a High or Medium Bushfire Hazard Area and the
proposed development will not involve excavating 100m3 or more of
material below 5m AHD.
28
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 30
6.0 State Planning
6.1 Referral Agencies
Following a review of the SARA Online Mapping System, SPA and the
Sustainable Planning Regulation 2009 (SPReg), the proposed development
does not require referral to the Department of State Development,
Infrastructure and Planning (DSDIP) or any third party of interest.
Coastal Management District
Whilst it is acknowledged the SARA Online Mapping System identifies the
subject site as being within a Costal Management District no referral is
considered necessary given the operational works associated with the
proposed material change of use are “excluded work” as defined in Schedule
26 of the SPReg.
6.2 South East Queensland Regional Plan 2009 – 2031
The subject site is located in the Urban Footprint of the South East
Queensland Regional Plan 2009 – 2031 (SEQRP). A review of the SEQRP has
identified there are no requirements in Part F – Regulatory Provision
applicable to the subject site.
6.3 South East Queensland Koala Conservation State Planning Regulatory
Provisions
− Whilst the SARA Online Mapping System identifies the subject site as
being within a ‘Koala Assessable Development Area’ the South East
29
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 31
Queensland Koala Conservation State Planning Regulatory Provisions
(SEQKCSTRP) are of no relevance to the proposed development given:
− the subject site was created as a result of a Development Permit for an
Industrial Subdivision (1 Lot into 10 Lots) being approved by Noosa
Council;
− the subject site and the surrounding area has been cleared of all native
vegetation; and
− the subject site forms part of an established industrial estate.
On the basis of the above, no assessment against the provisions of the
SEQKCSTRP is required.
30
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 32
7.0 Conclusions and Recommendations
This application provides justification for approval for a Development Permit
for Material Change of Use to establish an Industrial Business, Type 1
Warehouse and Retail Business, Type 4 Showroom (Trade Related Showroom,
Plumbing Supplies) and Operational Works (Stormwater Drainage,
Landscaping, Car Parking and Access Driveway), on land identified as Lot 10
on SP230643, situated at 10/100 Rene Street, Noosaville, on the following
grounds:
− The proposed development is appropriately located within the Shire
Business Centre Zone, in that it will provide goods and services to the
immediate and wider community.
− The proposed development is compatible with surrounding industrial
land uses to the west and south and as a result acts as a transition from
industrial activities to commercial activities.
− The proposed industrial activity, which is ancillary to the primary use
(trade related retail and showroom), is a low impact industry and
therefore will not have any adverse impacts on future commercial
activities within the Shire Business Centre Zone.
− The design of the proposed building, as well as the proposed
landscaping, will ensure the visual appearance of the subject site
reflects that of a commercial premise.
− The subject site can be connected to all infrastructure (Council’s
reticulated water supply, Council’s reticulated sewerage, a reticulated
supply of electricity and telecommunications) necessary for the
proposed use.
31
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 33
− The subject site has vehicle access to a formed road which connects to a
major transport route servicing the established industrial estate (Rene
Road).
− All use areas, car parking and manoeuvring areas necessary for the
proposed use can be accommodated within the boundaries of the
subject site.
− The proposed development does not compromise the Desired
Environmental Outcomes of the Noosa Plan and adequately addresses all
applicable planning scheme codes relevant to the development.
Thus, it is recommended that Council issue approval for a Development
Permit for Material Change of Use to establish an Industrial Business, Type 1
Warehouse and Retail Business, Type 4 Showroom (Trade Related Showroom,
Plumbing Supplies) and Operational Works (Stormwater Drainage,
Landscaping, Car Parking and Access Driveway), on land identified as Lot 10
on SP230643, situated at 10/100 Rene Street, Noosaville.
32
Planning Report 53213 Murray & Associates (Qld) Pty Ltd September 2014
Section 34
Figures Figure 1 – Locality Map Figure 2 – Zone Map [OCR of page images] MURRAY& ASSOCIATES SURVEYORS & TOWN PLANNERS Figures Figure 1 - Locality Map Figure 2 - Zone Map
Section 35
Subject Site PLANNING REPORT NO. 53213 Application for a Combined Development Permit for Material Change of Use to establish an Industrial Business, Type 1 Warehouse & Retail Business and Type 4 Showroom (Trade Related Showroom, Plumbing Supplies) and Operational Works (Stormwater Drainage, Landscaping, Car Parking and Access Driveway) on land described as Lot 10 on SP230643, situated at Noosa Metro Park, 10/100 Rene Street, Noosaville Qld 4566 FIGURE 1—LOCALITY MAP
Section 36
Subject Site PLANNING REPORT NO. 53213 Application for a Combined Development Permit for Material Change of Use to establish an Industrial Business, Type 1 Warehouse & Retail Business and Type 4 Showroom (Trade Related Showroom, Plumbing Supplies) and Operational Works (Stormwater Drainage, Landscaping, Car Parking and Access Driveway) on land described as Lot 10 on SP230643, situated at Noosa Metro Park, 10/100 Rene Street, Noosaville Qld 4566 FIGURE 2— ZONE MAP
Section 37
Appendix A Current Title Search [OCR of page images] MURRAY& ASSOCIATES SURVEYORS & TOWN PLANNERS Appendix A Current Title Search
Section 38
CURRENT TITLE SEARCH
DEPT OF NATURAL RESOURCES AND MINES, QUEENSLAND
Request No: 18696887
Search Date: 04/06/2014 09:11 Title Reference: 50834352
Date Created: 16/12/2010
Previous Title: 50816292
REGISTERED OWNER
Dealing No: 714091186 03/10/2011
NORTHERN PROPERTY GROUP NO 1 PTY LTD
A.C.N. 086 207 589 TRUSTEE
UNDER INSTRUMENT 714091186
ESTATE AND LAND
Estate in Fee Simple
LOT 10 SURVEY PLAN 230643
County of MARCH Parish of TEWANTIN
Local Government: NOOSA
COMMUNITY MANAGEMENT STATEMENT 42088
EASEMENTS, ENCUMBRANCES AND INTERESTS
1. Rights and interests reserved to the Crown by
Deed of Grant No. 11714027 (Lot 29 on CP MCH390)
ADMINISTRATIVE ADVICES - NIL
UNREGISTERED DEALINGS - NIL
CERTIFICATE OF TITLE ISSUED - No
** End of Current Title Search **
COPYRIGHT THE STATE OF QUEENSLAND (DEPT OF NATURAL RESOURCES AND MINES) [2014]
Requested By: D APPLICATIONS GLOBAL X
Page 1/1
Section 39
Appendix B Survey Plan and SmartMap [OCR of page images] MURRAY& ASSOCIATES SURVEYORS & TOWN PLANNERS Appendix B Survey Plan and SmartMap
Section 40
SP230643 V1 REGISTERED Recorded Date 09/12/2010 14:31 Page 1 of 2 Not To Scale
Land Title Act 1994; Land Act 1994 SURVEY PLAN
Form 21 Version 2
PERMANENT SURVEY MARKS A
STN| PM | BEARING BIST NO: ORIGIN TYPE 9 rf
6 | PM | 32°4775" | 27-3/4 | 178731 MINI MARK i 6 /op
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i O SCREW 70°53’ 30" W355 iN KB SP222982
6 O SCREW 324 °45" 463 iN KB SP222962
a OP 98°03’ 4015 SP222982
9 OP 120°15'10” 40 CP9IZ599
g OIP 188°50'50” 40 CP9IZ599
40 OP 188°04'35" 23 0-6 DEEP | CP9/3599
“a SCREW 305°05'45" 292 IN CONC
“ 2-| SCREW 274°5220" | 3-698 | IN CONC
_ a 13 SCREW 290°37" 3-938 iN CONC
4°07'35".. i4- SCREW 347°36'30" 2-866 iN CONC
3124 Se 35" iS SCREW 104°56'25" 5-007 IN CONC
16 SCREW M1°52°30" 3473 IN CONC
DIAG [ | — i7 SCREW 342°59" 64 iN CONC
—_— i
SCALE i |
yearn % 20 30 40 50 100 I50 Meires
1:500 oo I I I r Tr ]
Original Scale 1:IO0O0
Ken Hicks & Associates Pty Lid 0 l I l i 50 [mm l L I |___100 |mm L i i 1150 |mm State copyright reserved.
hereby certify that the land co! i
surveyed by de corporation, by Geoffrey Bruce Hurd Scale: 1 : 1000
registered surveying graduate, for whose work the
corporation accepts responsibility, under the supervision of Pl] f I t 1 — 1 1 .
Josef Ted Petelgkimagdastral surveyor an oO 40 Ss Format: STANDARD
acate, that the said survey was _
Mth the Survey & Mopping & C P t
ine Survey a ommon Proper
, Standards
pleted on 30/09/2010
Cancelling Lot 3 on SP222982
PARISH: TEWANTIN COUNTY: March Plan Status:
date: _! ¥ 10/2010 Meridion: S$P222982 Fs) NO
Copyright protects the plan/s being ordered by you. Unauthorised reproduction or amendments are not permitted.
Section 41
WARNING : Folded or Mutilated Plans will not be accepted. Plans may be rolled. Informati mn may not be placed in the outer margins. Registered s. Lodged by ALLENS ARTHUR ROBINSON LAWYERS RIVERSIDE CENTRE 123 EAGLE STREET BRISBANE QLD 4000 BOX 024 (Include address, phone number, reference, and Lodger Code) $1096. 50 09/12/2010 14:31 | BE 400 NT iH 1. Certificate of Registered Owners or Lessees. 6. Existing Created \/We ‘ 4 ~ Ce \ Title Reference | Lot Plan Lots Emts Road Q ee ‘ 50816292 3 $P222982 1-H ACP SAL Devedoomedt Pian Lieb (oad taprdatroy (Names in full) * as Registered Owners of this land agree to this plan ond dedicate the Public Use Land as shown hereon in accordance with Section 50 of the Land Title Act 1994. * as Leesees of this land agree to this plan. . ( COVENANT ALLOCATION ly, A A ly wta A ‘Lots to be Covenant Encumbered Signature of * Registered Owners * Lessees 7IZZIOIO2 5 4 6 Cov AC on SP222982 MORTGAGE ALLOCATION Mortgage | Lots fully encumbered 710264988 /-U OTHER DEALINGS Dealings Lots to be encumbered 71Z359366 L-N,CP ENCUMBERANCE EASEMENT ALLOCATIONS Easement Lots to be encumbered 7IZZIOIOO 1-3,5,6,1,CP Emt BC on SP222982 3 Rule out whichever is inapplicable 2,.Local Government Approval. * SoNBHINE CoAST KE@i ont. Coonese. hereby approves this plan in accordance with the : % INTE CreATED CeaNNNG Acr (997 DEVELOPMENT APPROVAL DATE 04/04/2009 12. Building Format Plans only. 1-1 CP LoregonmcH3g0 || certify that : * As for as it is practical to deter fine, no part . of the building shown on this encroaches Lots Orig onto adjoining lots or road; * Part of the buildiag“shown on this plan encroaches onto adjoining * lots and road 7. Portion Allocation : a. Map Reference : . Dated this Ono day of / Ye, - Z > 2 ra 9545-33424 Cadgstfal Surveyor /Director Date delete words not required 9. Locality : 13. Lodgement Fees : DELEGATED OFFICER ne NOOSAVILLE Survey Deposit $ ADRIAN ‘HALL COORDINATOR - DEVELOPMENT CONSTRUCTION o.Local Government : Ladgement $ OPERATIONAL WORKS ASSESSMENT SUNSHINE COAST REGIONAL COUNCIL. New Titles $ SUNSHINE COAST REGIONAL COUNCIL %* Insert the name of the Local Government. Photocopy $ # Insert designation of signatory or delegation 1 Passed & Endorsed : Postage $ T - Ken Hicks @ Associates Pty Lid a 3.Plans with Community Management Statement: | 4.References : By: (ACN O10 278 823) TOTAL § Dept File : Date : Iyfto/zere CMS Number : Uy 49 X% Local Govt : EX: REO Signed : pple 14. Insert Name : ‘NOOSA METRO INNOVATION PARK’ CTS Surveyor : /00733/090712 Designation : CADASTRAL SURVEYOR Nut SP230643
Section 42
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Section 43
NOOSAVILLE
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NOOSAVILLE 1.092ha
8
1459m²
NOOSAVILLE
FH
1685m²
K
811939 SP230643 NOOSAVILLE
SP104321 NOOSA SHIRE 3
FH
NOOSAVILLE 1524m²
SP230643
FH
NOOSAVILLE
TEWANTIN
B
7 NOOSAVILLE
1589m²
NOOSAVILLE
12.63ha TEWANTIN
MARCH NOOSA SHIRE SP230643 4
RE MCH
811939
FH
1251m²
NOOSA SHIRE
TEWANTIN
SP230643
FH
1432m²
D 6
TEWANTIN
SP194119
2453m²
SP230643
MARCH
NOOSAVILLE
FH NOOSAVILLE
MARCH 5
C 2075m²
MCH FH SP230643
NOOSAVILLE
78 811939
NOOSA SHIRE 2282m² 78
AC
NOOSAVILLE
SP
222982 NOOSAVILLE EA
16.02ha L
SP182845
CV
13
MARCH 3476m²
12 NOOSAVILLE
SP163309
11 SP163309 FH NOOSA SHIRE
SP163309 FH 1007m²
TEWANTIN
FH
1013m² 1007m²
BF
SP163309
NOOSAVILLE
14
NOOSAVILLE
53 NOOSA SHIRE 3
PL
NOOSAVILLE SP163309 900
A FH 15 SP SP163571 SP182845
ENUA T T
ATT L 1268m² FH
SP163309 163309
M 1186m²
144891 FH
17
SP163309
16
SP163309
SP163309
SP163309
FH
NOOSAVILLE
1273m²
N
RE
18 SP163309
RO
FH 1030m² O
SP163309
AD
19 P SP163309
903
SP163309 FH
Q
1000m² SP
163309
SP163309 110ha 11.15ha
FH 1215m² SP
163309
NOOSA SHIRE TEWANTIN
1535m² R RE
0m²
SP163309
40 SP163309
41
NOOSAVILLE
707 NOOSAVILLE
76 00 m N SP163309
FH 76
2.683ha SP163309
AL 39 FH
1552m² 1960m²
SP163309
38
SP163309
FH
FH
NOOSAVILLE
NOOSA SHIRE
NOOSAVILLE
FH
42
SP163309
TEWANTIN NOOSA SHIRE
1327m²
NOOSAVILLE AK 1335m² TEWANTIN
NOOSA SHIRE
SP
163309
NOOSAVILLE SP163309
AM
AN
SP163309 43
2042m²
NOOSAVILLE
MARCH
AJ
NOOSA SHIRE
37 155347
FH
SP163309 NOOSA SHIRE
TEWANTIN
PL
SP163309
NOOSA SHIRE 163309
SP
FH
1838m²
ASPERA
1385m² AI NOOSAVILLE
WEYBA
36
SP163309
SP163309
NOOSA SHIRE
MARCH
TEWANTIN AG AH FH
26°25'22".166
SP
163309
SP
ROAD
1300m²
163309
MARCH 1
SP163571
26°25'22".166
35
SP163309
MARCH FH
3.763ha
MARCH FH
NOOSAVILLE
1309m²
NOOSA SHIRE
153°02'32".218 153°02'56".917
50
44 00m E 46 48
STANDARD MAP NUMBER
9545-33424
0
HORIZONTAL DATUM:GDA94
60
ZONE:56
120
SCALE 1 : 3000
180 240 300
m SmartMap
An External Product of
SmartMap Information Services
MAP WINDOW POSITION &
NEAREST LOCATION Based upon an extraction from the
SUBJECT PARCEL DESCRIPTION CLIENT SERVICE STANDARDS Digital Cadastral Data Base
153°02'44".568
26°25'07".710 PRINTED (dd/mm/yyyy) 04/06/2014
DCDB
NOOSAVILLE
3.00 KM Lot/Plan 10/SP230643
Area/Volume 1702m²
DCDB 03/06/2014
Tenure FREEHOLD
SCDB 04/06/2014;
Local Government NOOSA SHIRE
Locality NOOSAVILLE Users of the information recorded in this document (the Information) accept all responsibility and
risk associated with the use of the Information and should seek independent professional advice in
Parish TEWANTIN relation to dealings with property.
County MARCH
Segment/Parcel 62922/568 Despite Department of Natural Resources and Mines(DNRM)'s best efforts, DNRM makes
no representations or warranties in relation to the Information, and, to the extent permitted by law,
SCDB Permanent Marks exclude or limit all warranties relating to correctness, accuracy, reliability, completeness or
currency and all liability for any direct, indirect and consequential costs, losses, damages and
expenses incurred in any way (including but not limited to that arising from negligence) in
connection with any use of or reliance on the Information (c) The State of Queensland,
GDA For further information on SmartMap products visit http://nrw.qld.gov.au/property/mapping/blinmap
(Department of Natural
Resources and Mines) 2014.
Section 44
Appendix C Architectural Plans Prepared by Cool Architecture [OCR of page images] MURRAY& ASSOCIATES SURVEYORS & TOWN PLANNERS Appendix C Architectural Plans Prepared by Cool Architecture
Section 45
Proposed Industrial Development at Lot 10/100 Rene Street Noosaville Q Elaroo Pty Ltd - COL ARCHITECTURE SVE. H DEVELOPMENT APPLICATION Oak Suackhe Bad Nueents ch asea DD 000
Section 46
RP Details
Lot 10 on SP230643
Site Area - 1702 m?
Site Coverage - 47.4% (806.8m?)
Local Authority - Noosa Council
Parish - Tewantin
County - March
Shire - Noosa Shire
Locality - Noosaville
Precinct - E3 11250
Zone Map ZM8 - Shire Business Centre
98° 51' 00"
- Extent of Landscaping 4.188 m
° : /
8 Be
XN oS
- Shared Zone * eo
co
9 —_ a driveway
® fence
o
‘open use’ g
Materials & Finishes warehouse 2 v7 16 15
abs —_ aluminium batten screen 5 4 —— 136.4m2 ———— |] line ofroofabove & 3
afd aluminium framed auto sliding door ° | line of scsjabove zone
a : oh a 2 r 7
afw aluminium framed window with fixed glass 2 | line «,_|f2ll_|
afws aluminium framed window with sliding panel _ rd 48x70 rd 48x48 920] | for SSbove |
awn light weight awning 150% Se rT —_t _____—_ — 3 I :
bol __bollard sgh... f 42 auto doors y — —— ine ofawnabove__ ___
. . Oo II . afd 27x40 afw 27x60 afw 27x20
crs colorbond roof sheet - trimdek @ 3° pitch & © opening , L
i ingui N Il 27x24 ——= al om LA
fe fire extinguisher o| 8| Office 8
: f S] | 3600x3000 & |
fg fascia gutter oyer S| S| 3.0meeiing |} | ¢
mv mechanical ventilation oy a € |g
rd roller door Ss a 20 / é
pef black pvc chainlink fence Ko type 4 oT o 5
ptp _ painted tilt panel ~ S warehouse trade related sales showroom =| 8] tex desk x ;
: : . Ss S| s600x4300 |[X 1
ptr painted tit panel with rebates 2 6m min. ceiling height 3.6m ceiling height 3.6m ceiling height t N| 3.0mceiing || 8
scd solid core door 2 a 8
scs suspended concrete slab 295.0m? 212.0m? 175.0m? sys! =
polished concrete polished concrete 8
a
HD Speco 2”
staff
room
450 2rmestng
4 3 ‘
Note - refer to engineers drgs for 50 50.401 m {iso ta10
floor & driveway levels 278° 50' 50" 9 9 90
r 19000 i. 24250 "2950 7
Copyright 150 150 150
46510
This design is the intellectual property of Cool Architecture
and is subject to international copyright laws. F | oor P | an
The reproduction of this documentation is not permitted
without prior consent.
COOL ARCHITECTURE Project: tT Issue-Date-Initial-Revision Title: Drawing #:
( Elaroo Pty Ltd fO \ | A-05.0514-LR-Concept Design Floor Plan DD201
. i + | B-14.05.14-LR-Design Development
Phone: 07 5448 8850 Proposed Industrial Dev — j) | ©-19.0514-LR-Draft DA /
[email protected] Lot 10/100 Rene Street H-11.09.14-LR-DA Application Dwgs A3 Scale: Des: LR/GM Project #: Issue:
2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q 1:200 Chk: GM 14.019 H
Section 47
Materials Legend
- Industrial Style Awnings min. fall
- Clearlite or similar
translucent strip roof light
© - Rotary Roof Vent
Note- refer to hydraulic engineers
drgs for gutter and down pipe sizes,
details and location.
Note - refer to engineers drgs for
floor & driveway levels
18150
Copyright
This design is the intellectual property of Cool Architecture
and is subject to international copyright laws.
The reproduction of this documentation is not permitted
without prior consent.
COOL ARCHITECTURE
Phone: 07 5448 8850
[email protected]
2A | 35 Seaside Blvd Marcoola Q 4564
- Trimdek Roof Sheeting @ 3° pitch
|] - Suspended Concrete Slab to support AC units
fenced open
storage
driveway
4000
TOOrTght
ra
3
[3]
2
line of scs
17 16
6
15
line of awning
Toot ight
landscaping
area
line of awning,
13150
19000
Project:
Elaroo Pty Ltd
Proposed Industrial Dev
Lot 10/100 Rene Street
Noosaville Q
150 27060
Roof Plan
Issue-Date-Initial-Revision
m
fO \ A-05.0514-LR-Concept Design
i + | B-14.05.14-LR-Design Development
a C-19.05.14-LR-Draft DA
H-11.0914-LR-DA Application Dwgs
Title: Drawing #:
Roof Plan DD301
A3 Scale: Des: LR/GM Project #: Issue:
1:200 Chk: GM 14.019 H
Section 48
Materials & Finishes Copyright abs aluminium batten screen This design is the intellectual property of Cool Architecture afd aluminium framed auto sliding door and is subject to international copyright laws. atw aluminium framed window The reproduction of this documentation is not permitted . . . without prior consent. awn _ light weight awning bol bollard crs colorbond roof sheet - trimdek @ 3° pitch fg fascia gutter rd roller door Vv roof vents pef black pvc chainwire fence with 3 strands of barbed wire above 2.4 high ptp painted tilt panel ptr painted tilt panel with rebates scd solid core weatherproof external grade door scs suspended concrete slab >) x > fal) | z elo o o 3. a io} cye ~ c 5|8 2 | [5 ole a ° a) 2 lé | | © © - lO . § | So 900 8m max. building height _ | 50 Te a | ha . | | + rear panel ht 7200 awning ht inery ht roller door ht entry panel ceiling ht 150: Rene Street Streetscape North Elevation Note - refer to engineers drgs for floor & driveway levels COOL ARCHITECTURE | S02225 pay ut eoncneanneisi ve vows 5.14-LR-Concept Design North Elevation DD401 . 5.14-LR-Design Development Phone: 07 5448 8850 Proposed Industrial Dev 5.14 [email protected] Lot 10/100 Rene Street . 914 A3 Scale: Des: LR/GM Project #: Issue: -LR-Draft DA -LR-DA Application Dwgs 2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q 1:200 Chk: GM 14.019 H
Section 49
Materials & Finishes
Copyright
abs aluminium batten screen This design is the intellectual property of Cool Architecture
afd aluminium framed auto sliding door and is subject to international copyright laws.
atw aluminium framed window The reproduction of this documentation is not permitted
awn light weight awning without prior consent.
bol bollard
crs colorbond roof sheet - trimdek @ 3° pitch
fg fascia gutter
rd roller door
Vv roof vents
pef black pvc chainwire fence with 3 strands
of barbed wire above 2.4 high
ptp painted tilt panel
ptr painted tilt panel with rebates
scd solid core weatherproof external grade door
scs suspended concrete slab
2000 , 8405 , 3300 | 15300 , 50
> > . >
e el 3 [é
OD. 7 nae oO
| 15300 , 3300, 5s] 2| | s
ot ° °
ar 13300 , =) 2 \°
50 3° pitch roof behind 2900 S| 3° pitch roof behind :
2 8m max. building height |
e[ :
oO
— Signage
awn
rear panel ht
7200
7200
rear panel ht
|
|
i}
\
|
I
pip ii ptp |
i}
\
|
i}
i}
Bs gle cE z pip z) ale 28 a | "
& 8/2 SIP sle 28 als 3 Ht
B ip le “|5 7 2 H
—<——— 451 yp — — — — — — — — — —
afw afw pef] pefl
Side Elevation Side Elevation
Eastern Elevation Western Elevation
Note - refer to engineers drgs for
floor & driveway levels
COOL ARCHITECTURE | S02225 pay ut eoncneanneisi re vows
A-05.05.14-LR-Concept Design Side Elevations DD402
. B-14.0514-LR-Design Development
Phone: 07 5448 8850 Proposed Industrial Dev C-19.05.14-LR-Draft DA
- - H-11.0914-LR-DA Application [email protected] Lot 10/100 Rene Street Pp iteatron wwas A3 Scale: Des: LR/GM Project #: | Issue:
2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q 1:200 Chk: GM 14.019 H
Section 50
Materials & Finishes Copyright abs —_ aluminium batten screen This design is the intellectual property of Cool Architecture afd aluminium framed auto sliding door and is subject to international copyright laws. atw aluminium framed window The reproduction of this documentation is not permitted . . . without prior consent. awn _ light weight awning bol bollard crs colorbond roof sheet - trimdek @ 3° pitch fg fascia gutter rd roller door Vv roof vents pef black pvc chainwire fence with 3 strands of barbed wire above 2.4 high ptp painted tilt panel ptr painted tilt panel with rebates scd solid core weatherproof external grade door scs suspended concrete slab a o 19300 27210 © . boundary 6m setback boundary | | | | so | 8m max. building height | 900 | rear panel ht awning ht rear panel ht Elevation South Elevation Note - refer to engineers drgs for floor & driveway levels COOL ARCHITECTURE | S02225 pay ut eorcneanetnei pe vows A-05.05.14-LR-Concept Design South Elevation DD403 . B-14.0514-LR-Design Development Phone: 07 5448 8850 Proposed Industrial Dev C-19.05.14-LR-Draft DA - - H-11.0914-LR-DA Application [email protected] Lot 10/100 Rene Street Pp iteatron wwas A3 Scale: Des: LR/GM Project #: | Issue: 2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q 1:200 Chk: GM 14.019 H
Section 51
RP Details Lot 10 on SP230643 Site Area - 1702 m? Site Coverage - 47.4% (806.8m?) Local Authority - Noosa Council Parish - Tewantin County - March Shire - Noosa Shire Locality - Noosaville Precinct - E3 Zone Map ZM8 - Shire Business Centre Landscaping Landscaping Required = 10.0% (170.2m?) Landscaping Provided 11.8 %(210.0m?) Note - refer to engineers drgs f or floor & driveway levels - Existing Landscaping & Turf Areas outside boundary 5 - Shared Zone with Bollard - Extent of Bio-retention Basin COOL ARCHITECTURE Phone: 07 5448 8850 [email protected] 2A | 35 Seaside Blvd Marcoola Q 4564 Rene existing street tree As(6) _ Tj(11) fenced open use line of fence line of gate S t t e e t existing street existing tr cs street existing = tree street tree driveway building area Landscaping Plan Project: Elaroo Pty Ltd Proposed Industrial Dev Lot 10/100 Rene Street Noosaville Q Issue-Date-Initial-Revision m 5.14-LR-Concept Design 5.14-LR-Design Development 5.14-LR-Draft DA 914-LR-DA Application Dwgs i fo path continues LI(40) Ca(40 Cf(40) Ju(40) n(40) \ driveway \ C Lm (1 Px (23 Tj (29 O Oj Title: Drawing #: Landscaping Plan DD701 A3 Scale: Des: LR/GM Project #: Issue: 1:200 Chk: GM 14.019 H
Section 52
Legend
Proposed Landscaping
Bioretention Basins Construction - during
construction and establishment of the
bioretention devices, the supervising RPEQ
must ensure that the device was constructed in
accordance with the document Construction and
Bioretention Basins Construction - A
construction hold point with a council delegate
shall be established once the bioretention
devise underdrainage pipe work is installed. At
the time of inspection, a sample of the drainage
Landscaping - Landscape works must be
supervised, constructed and certified by
qualified persons (please refer to Decision
Notices for definitions).
The Noosa Plan - See Table 14-56 or 14-57 for
minimum Landscaping areas and dimensions.
Landscaping is designed, and to be planted and
maintained in accordance with PSP3 Landscaping
Plants and Guideline.
as shown on DD101 Establishment Guidelines: Swales, Bioretention
Systems and Wetalnds (Water by Design, 2009)
and that the forms contained in section 3.15
including the associated supporting information
and data are completed. These forms and
certification from the RPEQ that the devices has
been constructed in accordance with the above
mentioned guide, all conditions of approval, and
the approved engineering drawings must be
Proposed Bio-retention Basin submitted to council prior to commencement of
to engineers design and detail use.
layer, transition layer, and filtration media
materials must be stockpiled on-site.
Laboratory results must be provided for the filter
media which demonstrate that the media
complies with the specification contained in the
latest versiion of the "Guidelines for Soil Filter
Media in Bioretention Systems" and that the
minimum hydraulic conductivity specified on the
approved engineering plans will be achieved. In
addition, laboratory results must be provided
demonstrating that the transition layer and
drainage layer meet the bridging criteria (stated
in the decision notice). # |Plan
driveway Proposed Concrete Hardstand
Type 1 - to owners specification
Plant Schedule
Botantical Name
Common Name Height} Spread | Pot
Trees and Large Shrubs
Proposed Trees 4 ( : )ca Cupaniopsis anacardioides | Tuckeroo 6m 6m 45it
C) 6| As Acmena smithii Dwarf Lilly Pilly 2.5m | 2m | 300mm
= 37) Lm Linospadix monostachya | Walking Stick Palm | 25m | 1.5m 300mm
ay Proposed Shrub
Prise Trachelospermum Small Shrubs and Ground Covers
riolour
66 ae Tj | Trachelospermum Tricolour | Tricolour Jasmine | 0.4m | 1.5m 150mm
56 | Px BR Philodendron 'Xanadu' Xanadu 0.8m | 0.8m 150mm
Fence Type 1 - black pve chainwire fence with 3 strands
—eNsm——" of barbed wire above at 2.4 high
Bio-retention Basin - 8 piants min. required per m2
Gate Type 1 - sliding gate on wheels to match black pvc chainwire
=~ fence with 3 strands of barbed wire above at 2.4 high
a | [ | i 40 Ca | Carex appressa Sedge 8/m? | Tufting | 140mm
Security Lighting - a min. of 4 exterior security lights to be installed Wt ip ! 4 ‘ 40 Cf | Carex fascicularis Sedge 8/m? | Tufting | 140mm
— in accordance with BCA and AS. i i icini: itati i
Carex appressa Carex fascicularis Ficinia nodosa Juncus usitatis Lomandra longifolia 40 En |Ficinia nodosa Knobby Club Rus aim? | Tufting |140mm
40 Ju | Juncus usitatis Upright Sedge 8/m? | Tufting | 140mm
40 LI |Lomandra longifolia Mat Rush 8/m? | Tufting |140mm
Minimum Density Required:
Large Trees 8 metre centres
Small Trees 3 metre centres
Shrubs 1.5 metre centres
Groundcovers 0.5 - 1 metre centres
Minimum Sizing Required:
Street and feature trees 45it
Other trees 300mm
Large shrubs 200mm
Groundcovers 150mm
Preparation of garden beds for planting: Use only sun ‘hardened’ plants . Ensure Mulch: Location of Services and Levels: Maintenance: Long Term:
Cultivate existing soil in natural ground to a
minimum depth of 150mm. Import clean topsoil
(sandy loam) to a minimum depth of 300mm,
above original ground level. Organic matter, or
gypsum etc, may also be added as necessary
to improve the soil for the best possible growth.
Test the soil using a ‘Soil Test Kit' to ensure it is
healthy and amend as necessary.
All garden beds to be mounded 300mm min
at centre of bed, above finished pavement
levels, to prevent any ponding around plants.
Fertilize using a slow release fertilizer in 'pill' or
‘granule' form, at time of planting, ensure that
fertilizer does not directly contact roots.
Phone:
COOL ARCHITECTURE
07 5448 8850
healthy root system to all plants to be used.
Under no circumstances are root bound plants
to be used.
Trees:
All 45L trees and large shrubs will need to be
staked securely using 1800mm stakes x 2 or 3
as necessary and tied to stakes usind hesian
webbing, (to prevent plant damage until
established).
Project:
All gardens are to be mulched with 'Tee Tree’
mulch to a minimum depth of 100mm , to be
kept 50mm from stems of plants to avoid coolar
rot.
Drainage:
Please ensure adequate drainage is installed
below gardens and paved and concreted areas.
Please refer to Hydraulics Plan for full
information on services type and location and
finished levels.
General Notes:
Concrete rollback kerb for carpark edges and
garden boundaries as necessary, to Engineer's
detail.
Landscaping
Notes & Schedules
Elaroo Pty Ltd
Proposed
Industrial Dev
[email protected]
2A / 35 Seaside Blvd Marcoola Q 4564
Lot 10/100 Rene Street
Noosaville Q
It is the responsibility of the owner to maintain
the property to a satisfactory standard to
Council's approval.
A maintenance regime must be programmed to
maintain mulch, water, fertilizer, pruning and the
care and/or replacment of any damaged or
diseased plant.
Short Term:
For the first four weeks all plants must be
watered for a minimum of 20mins per day
reducing to10mins per day for following 5
months, (always water in relation to rainfall).
Fertilize all plants each spring and when
required during the year. Ensure use of native
‘friendly’ fertilizer. Trees and shrubs to be
pruned after flowering to maintain healthy
growth and shape. Prune at the node for all
natives. Never ‘hard prune’ a plant unless on
reliable authority. Due to breaking down,
organic mulch needs to be ‘topped up' every
few years to maintain a thick cover. Stakes and
webbing which support trees may be removed
after trees are suitably established.
Issue-Date-Initial-Revision Title: Drawing #:
A-05.05.14-LR-Concept Design Landscaping Notes & DD702
ELSES LR Biepcertermen! | Schedules
Hot. 0814-CR-OA Application Dwas A3 Scale: Des: LR/GM Project #: Issue:
1:200 Chk: GM 14.019 H
Section 53
Appendix D Engineering Plans Prepared by Construction Hydraulic [OCR of page images] MURRAY& ASSOCIATES SURVEYORS & TOWN PLANNERS Appendix D Engineering Plans Prepared by Construction Hydraulic
Section 54
NOTE:
D | INTEGRATED WATER CYCLE MANAGEMENT NOTES: DEPENDING ON GROUND CONDITIONS AND IF
1) \ refer: "deemed to comply solutions — stormwater quality management REACTIVE SOIL IS FOUND ALL PENETRATIONS, DRAWI NG SCH EDU LE DA AN D
south east queensland” version 1.0, may 2010 by "healthy waterways” eeOvIGeD OH TO OU OINee AND O Pp F RAT | O N A L WO R K S
EXPANSION JOINTS. ALL SUBSURFACE DRAINS
1. STORMWATER QUANTITY: RETENTION REQUIRED REQUIRE EXPANSION JOINTS AT 10m SPACING. 2864-1 COVER SHEET
STREET ADDRESS: 2. STORMWATER QUALITY: DEEMED TO COMPLY SOLUTION Cl1
. 3. FLOOD MANAGEMENT: NOT REQUIRED 2864—OP2) STORMWATER MANAGEMENT
4. DEMAND REDUCTION: 4STAR WELS RATED FIXTURES
1 O/ 100 RENE STREET c 2864—OP3| STORMWATER QUALITY&QUANTITY DETAILS
2864-OP4| STORMWATER QUALITY MAINTENANCE
N O OQ S AV | L L E 2864—OP5| EROSION & SEDIMENT CONTROL PLAN (ESC)
2864—OP6| ESC NOTES
REAL PROPERTY DESCRIPTION:
CLIENT NAME: \continues DRAWING SCHEDULE BA
WILSON CLARK CONSTRUCTIONS aX PLUMBING & FIRE
soe EE eo HY
\ srrase = 2864-1 COVER SHEET
2864-H2 | ROOF & SITE DRAINAGE
2864—H3 | SANITARY DRAINAGE
2864—H4 | WATER SUPPLY & HYD COVERAGE
% REFER "VOM
og
aE: wena Stat
* a wv ) 4 4 ‘ v oe — — —_§
Bartlett st a peenced, open oie 4g a ag a a < 4 24 4 4 a 4 Ss g
4 4 ar @ 4 2
° stardget 8M a Ge ‘ cy 4
aT, < 2 ayo" 4 ° “ss “ 4
ae yg Tae s 44 ol
‘a ‘ ¢ 25 4 ‘ a 4 < 4 @ 1
“sg ae ° “ef ee | NOTE:
< st 4 a ., ae . ae ALL LEVELS ARE SUBJECT TO SURVEY
< 4 4 q g ° 4 <4 a “ a4 ap
a 4 |
foe
|
4h py — eae
|
wn ‘
PROPOSED oavctopwenr-/ |
Wandoo Ct |
0
| A 2
| Site 1701. m
0 Roof 647m
| Driveway 806 =m?
LOCALITY_MAP . | 7 See Landscape 248m”
: ‘APPROVED DRAWINGS 7 . 2
SCALE: NTS New impervious 1453. m
|
| CATCHMENT AREAS
| CATCHMENT AREAS
(P) (PD)
O) . ©)
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
SITE PLAN & EXISITNG SERVICES ] FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND GENERAL NOTES WATER SUPPLY Amd Description Date
Ron Water 3 Diameter 1. DO NOT SCALE FROM THESE DRAWINGS. 1. PIPEWORK SHALL BE IN ACCORDANCE WITH AS4020, FOR EXAMPLE: ABS (ACRYLONITRITE STYTRENE), PP (POLY PROPYLENE), PE
Existing Water tos. Cleanoat to surface 2. DONOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. (POLYETHYLENE) OR COPPER U.N.O.
s Existing Sewer CJ Capped junction 3. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO 2. WATER SUPPLY PIPEWORK SHALL BE @20 U.N.O. EXCEPTION: ONE FITTING ONLY MAY BE @15. MAX. LENGTH 3000 MM. HOT WATER PIPEWORK|
Existing Storm water cv Conrol valve CONSTRUCTION. SHALL BE LAGGED. HOT WATER RECIRCULATING LINES TO BE INSULATED WITH 20MM "ARMAFLEX" OR SIMILAR.
HD Existing House drain cs Cleaners sink 4. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPERATION OF TENDER. ANY 3. PROVIDE TEMPERING VALVES ON HOT WATER TO PERSONAL HYGIENE FIXTURES.
Sanitary Drainage cw Cold Water CLAIMS REFERED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. 4. UNDERGROUND COPPER PIPEWORK SHALL BE "KEMLAGGED" OR OTHERWISE PROTECTED. UNDERGROUND PIPEWORK NOT UNDER
DAP Duct access panel
—sw—— __ Grey Water Bev Double check walve 5. ALL KITCHEN, LAUNDRY & BATHROOM FITTINGS AND TOILETS SHALL COMPLY WITH THE MINIMUM WELS WATER RATING LEVEL 4 CONCRETE SLAB MAY BE POLYPIPE CLASS PN20. ONE SIZE LARGER THAN SHOWN.
TTT TT fant oe Een Eccentric Enlarger STAR (FORMER AAAA WATER CONSERVATION RATING AS PER AS/NZ6400). 5. EXPOSED PIPEWORK IN AMENITIES AREAS, SHALL BE CHROME PLATED.
_ — fet Water glev DgeEvevated Drainage 6. PROVIDE FLOW RESTRICTOR VALVES TO TAPS AND SHOWER ROSES WHERE REQUIRED. 6. SUBMETERS SHALL COMPLY WITH APPROVED DEVICES. REFER LOCAL AUTHORITY REGULATIONS. SUBMETERS SHALL BE LOCATED IN
. . 7. THE FLOW SHALL NOT EXCEED A MAXIMUM OF 9L/MIN. COMMON AREAS ONLY.
We I I
Lone e eee ~ orm Water Drainage iy Fre ayareng 8. WATER SUPPLY AND SANITARY DRAINAGE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Q'LD A” | NEW ARCHITECTURAL LAYOUT 11-09-14
Agi Drain FHR Fire hose reel STANDARD SEWERAGE LAW, Q'LD STANDARD WATER SUPPLY LAW, THE NATIONAL PLUMBING, DRAINAGE CODE AS 3500, THE ieoue Noles Date
FFL Finished floor level Q'LAND DEVELOPMENT CODE QDC, THE FIRE HYDRANT CODE A$2419, ALL RELEVANT AUSTRALIAN STANDARDS, AND THE BACKFLOW PREVENTION xX bios 1a
Rain Water Ri oe Eodure units tor t REQUIREMENTS OF THE LOCAL AUTHORITY. 1. PROVIDE HOSE CONNECTION VACUUM BREAKERS TO ALL HOSE COCKS PROVIDE RPZD TO ANY IRRIGATION CONNECTIONS, For Development Approval —0S—
ee ain Water Riser GP Gully pt 9. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND/OR HAZARD ZONES. For Building Approval x 21—05—14
Ce) ° Cold Water Riser GMH Gully Man Hole DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED 2. PROVIDE APPROVED BACK FLOW PREVENTION TO FIRE SERVICES, HYDRANT SUPPLY (TESTABLE SINGLE CHECK VALVE U.N.O.), For Tender
Down Pipe gv Gate valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR ALL FIRE HOSE REELS WHICH MAY BE USED FOR OTHER THAN FIRE FIGHTING SHALL BE EQUIPPED WITH DOUBLE CHECK VALVES For Construction
Stack HW Hot water tion branch DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL FIXTURE LOCATIONS, INVERT LEVELS, (DCV) U.N.O. As Constructed
Vent Pipe HD House drain SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT
@) 3 HL High level LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
@) ° Group Vent IC Inspection Chamber APPLICABLE. FIRE STOP COLLARS TO BE USED ON ALL PLASTIC PIPEWORK PENETRATING FIRE RESISTANT CONSTRUCTION. COVERS & FRAMES.
Fduct Vent iL invert Level 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 2535 CAST IRON, MEDIUM DUTY U.N.O.
Induct Vent io inspection opening 2. COVERS IN GRASSED OR CONC. AREAS TO BE 535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
Hot Water Ri ios Inspection Opening to Surface SANITARY DRAINAGE 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. H d li us
° or ater Riser Kec yore Channel 1. UNDERGROUND PIPEWORK SHALL BE @100 PVC DWV, AND UPVC WHERE EXPOSED, MIN GRADE 1:60 U.N.O. 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING. y raullec =
(3) Fire Dropper NRV Non return valve 2. SUSPENDED PIPEWORK SHALL BE PVC CLASS DWV. 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
Fire Riser PB Path box 3. TRADE WASTE PIPEWORK TO GREASE TRAP SUSPENDED SHALL BE "COESPRENE" OR HDPE. \-
PLV Pressure limiting valve 4. UNDERGROUND SHALL BE VITREOUS CLAY OR HDPE. - Rel tng MigAust RPEQ No 7023
Vv Valve PO Planter outiet 5. TRADE WASTE PIPEWORK TO OIL SEPARATOR SHALL BE HDPE, OR VITREOUS CLAY WITH'NITRILE” RUBBER RINGS. GRATINGS . . contact: Reinhold Koenning Michus °
he Hose Cock Ree Real propery aoe, hn 6. CLEANOUTS OR INSPECTION OPENINGS BROUGHT TO SURFACE IN PAVED OR CONCRETE AREAS, OR WITHIN BUILDINGS TO HAVE 1. CeO SSO COROT NON ER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS Moffat Beach, QLD, 4551
i BRASS CAPS, SEALED AND SCREWED. : email: [email protected]
een Eccentric Enlarger RWO. Rein water’ outlet Zone device 2. TRENCH GRATE TO BE TRANSVERSE BAR. PH: (07) 5491 4333 FX: (07) 5491 4233
RWH Rain water head 3. FLOOR WASTE GRATES TO BE CHROME PLATED BRASS :
en Enlarger } , CLIENT :
SD Sanitary Drainage STORMWATER DRAINAGE
OQ overflow Relief Cull 54 Saoce ‘evel 1. UNDERGROUND PIPEWORK SHALL BE 2100 PVC CLASS SW MIN GRADE 1:100 U.N.O. FIRE SERVICE WILSON CLARK CONSTRUCTIONS
ORG Overflow Relief Gully st Safe. Tray 2. DOWNPIPES SHALL BE 100 PVC CLASS SW, U.N.O ON HYDRAULIC PLANS. FIRE SERVICE
flo we Water I) Storm water drain 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 5 ALL AYDRANT PIPEWORK 19 BE DEN UMIEDIN ACCORDANCE With asi ade 6.8. ARCHITECT :
t/td Tr d Tundish REQUIRED. .
Closet % Test gate “nes 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. 3. ALL HYDRANTS AND FIRE HOSE REELS SHALL HAVE A MINIMUM CLEARANCE (IN ALL DIRECTIONS) OF 100MM AROUND THE HANDWHEEL. y COOL ARCHITECTURE J
sk Sink td Tundish 5. POLLUTION CONTROL MANAGEMENT PLAN (PCMP): 4. ALL HYDRANTS TO BE FITTED WITH THE VALVE OUTLET AT RIGHT ANGLES TO THE FACE OR WALL BEHIND IT. THE VAVLE OUTLET IS TO BE (Prosect: 10/100 RENE STREET \
TG(t) Trench grate transverse bar HORIZONTAL OR SLOPING AT A MAXIMUM OF 35 DEGREES BELOW HORIZONTAL.
LT Laundry Tub TG(I) Trench grate longitudinal bar 5.1. TO BE RESPONSIBILITY OF BODY CORPORATE. NOOSAVILLE
y TMV. Thermostatic. mbang. valve 52. TO LIST ALL IN FLOW FILTERING DEVICES LIKE LEAF EATERS AT DP’S AND OTHER FILTERS. 5. EXTERNAL FEED HYDRANTS SHALL BE POSITIONED WITHIN 20M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE AUTHORITY PUMP
ol wm — Washing V Tempering valve 5.3. TO KEEP AND MAINTAIN A LOG OF CLEANING. APPLIANCE HAS ACCESS.
Machine u/g Underground 5.4, TO CLEAN DEVICES SUCH AS GUTTERS AND GULLY PITS: 6. EXTERNAL HYDRANTS SHALL BE POSITIONED NOT LESS THAN 10M FROM THE BUILDING UNLESS PROTECTED BY A CONSTRUCITON HAVING DRAWING TITLE:
S EWG Floor Waste Cull u/s Under slab / “AS TO MANUFACTURES SPECIFICATION AFIRE RESISTANCE LEVEL OF NOT LESS THAN 90/90/90 EXTENDING AT LEAST 2M EITHER SIDE OF THE HYDRANT OUTLET, AND WHICH EVER
oor maste Suy un.o. Unless noted otherwise . IS THE LESSER, 3M FROM THE GROUND LEVEL ADJACENT TO THE HYDRANT OR THE HEIGHT OF THE BUILDING.
; ws Water supply MINIMUM QUARTERLY, BUT MONTHLY IN RAINY SEASON
n = : ,
os Bn Basin AFTER EACH MAJOR RAINFALL EVENT 7. FIRE AUTHORITY BOOSTER CONNECTIONS SHALL BE INSTALLED WITHIN 8M OF A ROAD, HARDSTAND OR THE LIKE TO WHICH THE FIRE
5.5. TO INSPECT AND CLEAN TANKS MINIMUM ONCE YEARLY. AUTHORITY PUMP APPLIANCE HAS ACCESS.
C)) bth Both Shr Shower 5.6. TO INSTALL AND MAINTAIN PUMP AND FIXTURES FOR REUSE/WATERING/IRRIGATION AS TO MANUFACTURES SPECIFICATION 8. MATERIALS: — <@100 ORE ConerR MOVE Soo uns IN GROUND. COVER SHEET M)
ELF Fre Hose Ree OMS Het eter sytem Foo oe UT STONE.
La «= ME_—s Water Meter CS Cleaners Sk 9. DONOT USE GALVANISED FOR UNDERGROUND PIPE WORK.
Design | RK. | checked | Ch [Date 21-05-14 | Dwg, No. AMD.
SCALE: 1 : 200 on at uno.| 1 of 6 (4) 2864-1 A)
RPD:— LOT 10 SP 230643
Section 55
ze © existing street tree renGedcd open St. eage warehouse a 5 wre oye 136.4m2 LO KN K | IL4.600 J 0225 "2004 DO (oO © FFLS5.050 & > FFLS.050 CS existing street tree PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS: PROPOSED FOOTPRINT AREA: 42sqm DEPTH OF FILTER LAYER: 400mm LEVEL OF OVERFLOW WEIR: RL4.520 CONMUNAWN> EXTENDED DETENTION DEPTH: 250mm DEPTH OF TRANSITION LAYER: 100mm DEPTH OF DRAINAGE LAYER: 200mm — 400mm CATCHMENT AREA HARDSTAND: 806sqm LEVEL OF SURROUND GOUND: FFL4.570 . SURFACE LEVEL OF FILTER LAYER: FFL4.320 10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220 11. MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 18sqm (PROPOSED: 22.5sqm) 12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER REFER DETAILED DESIGN ON DRAWING 28 ‘a — t existing street tree EB 60 4 3 64-3 CS CS C exis TING stre t arive FALL 7.100 \ PROVIDE ON SITE STORAGE FOR PEAK FLOW MITIGATION. PROPOSED ARE 2 off CONCRETE, TRAFFICABLE TANKS BELOW SLAB WITH AN EFFECTIVE STORAGE VOLUME OF TOTAL 10,000L ACCESS HATCH REFER TO: MANUFACTURER path continues \ FFL4.570 \ REFER TANK ASSEMBLEY DETAIL 8 OY 1L4.215 Lo type 1 FFL5.100 warehouse coms fe D> staff room opening FFLS5.100 trade related sales auto doors TOP OF TANKS RL4.545 BOTTOM OF TANKS RL3.245 EXISTING FIELD INLET 900X900 % REFER VDM SL4.565 IL2.554 MAKLE GOOD TO BE THE BIO RETENTION SYSTEM BYPASS CHAMBER. REFER DETAIL / 9225 TO OVERFLOW IL4.520 \ CHAMBER driveway \ -+- FFL5.050 NG STORMWATER PIPE 3 USIL2.554 foyer type 4 FFL5.100 showroom flexi desk ox; “Ysadled we circulation space power $F] NOTE: ALL EXISTING SERVICES HAVE BEEN PLOTTED FROM COPIES OF THE DRAWINGS PROVIDED BY VDM ENGINEERS AND SHALL BE CONFIRMED PRIOR TO CONSTRUCTION. ALLOW FOR ALL COSTS OF SURVEY. DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED FOR ASSESSMENT, TENDERING AND CONSTRUCTION. [Amd Description Date PO Box 181 Moffat Beach, QLD, 4551 email: [email protected] PH: (07) 5491 4333 AHSCA FX: (07) 5491 4233 B_ | NEW ARCHITECTURAL LAYOUT 11-09-14 A_|INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14 Issue Notes Date For Development Approval] X 21-05-14 For Building Approval x 21-05-14 For Tender For Construction As Constructed E Hydraulic 3: ~ >) contact: Reinhold Koenning MiEAust RPEQ No 7023 CLIENT : WILSON CLARK CONSTRUCTIONS ARCHITECT : LL COOL ARCHITECTURE J (PRosect: 10/100 RENE STREET Y NOOSAVILLE DRAWING TITLE: \ STORMWATER MANAGEMENT PLAN Design| RK. | checked | Cro [Date 21-05-14 | Dwg, No. AMD. \ Scale: 1: 100 ON At UNo.| 2 of 6 2864—-OP2 By RPD:— LOT 10 SP 230643
Section 56
EXISTING AND REFURBISHED CONCRETE OVERFLOW AND BYPASS CHAMBER WITH
EXISTING @375RCP TO LAWFUL POINT OF DISCHARGE
NOTE:
THE ENTIRE TRENCH OF THE BIO RETENTION
SYSTEM SHALL BE WRAPPED WITH AN IMPERVIOUS
LINER
ae
Qeov
22sqm BIO RETENTION VEGETATED TREATMENT
500 WIDE BATTER SURROUNDING BIO
RETENTION SYSTEM
@225 FROM TANKS
SURFACE AREA
TYPICAL:
#100 SLOTTED PVC WITH
CLEANOUT TO SURFACE
USING SCREW CAP.
USE 2#45deg BEND AT
INVERT.
DO NOT USE 90deg BEND!
BIO RETENTION SYSTEM LEVEL
SCHEDULE
woe seenceone | 4.870
veryibes gue") 4.520
SURFACE LEVEL OF FILTER 4.320
INVERT LEVEL OF FILTER 3.920
INVERT LEVEL OF TRASITION 3.820
INVERT LEVEL OF DRAINAGE] 35.620 TO
LAYER 3.220
INVERT LEVEL OF BYPASS 3.220
BIO RETENTION SYSTEM (BRS)
PLAN VIEW _1:100
VUTN
\ \
h \
\
~
oN ON
( wus
yon
\ \ \
\ \ \
\ \
\ \
BIO RETENTION SYSTEM
SUBDRAINAGE LAYOUT 1:100
BATTER OUTSIDE OF-
FILTER MEDIUM
SURFACE AREA.
PROVIDE ROCKS
AND PEBBLES.
. 200 EXTENDED DETENTION DEPTH
EXISTING GRATED FIELD INLET TO BE-
MADE GOOD FOR FUNCTION AS
OVERFLOW AND HIGH FLOW BYPASS
CHAMBER, CONCRETE WITH WEIR AT
SL4.520 AND HINGED, ELEVATED
GRATE.
BATTER OUTSIDE OF-
FILTER MEDIUM
SURFACE AREA.
PROVIDE ROCKS
AND PEBBLES.
200 EXTENDED DETENTION DEPTH
PARKING DETAIL WITH WHEEL STOPPER
NTS
STORMWATER HYDROGRAPH THROUGH PROPOSED MITIGATION TANK
PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK
TOTAL PROPOSED TANK VOLUME:
TANK FOR RETENTION:
RUNOFF & DETENTION CALCULATIONS:
SITE AREA:
NEW IMPERVIOUS AREA:
ROOF CATCHMENT TO TANK:
MAX INFLOW TO TANK AT DESIGN Q20:
MAXIMUM EVENT:
TIME OF CONCENTRATION:
INTENSITY:
PRE DEVELOPMENT PEAK RUNOFF:
PEAK RUNOFF POST DEVELOPMENT:
REDUCTION REQUIRED:
RETENTION VOLUME REQUIRED:
RETENTION VOLUME PROVIDED:
REDUCTION PROVIDED:
10,000 LITRES
1701sqm
1453sqm
647sqm
43L/sec
Q100
Smin
326mm/hr
136L/s
151L/s (NO RETENTION)
16L/sec
8,000 LITRE
10,000 LITRE
23L/s
4.570
SNe 4.570
THE ENTIRE BRS TO BE WRAPPED———
IN A WATERPROOF LINER ee :
EXISTING #375RCP 600 FILTRATION LAYER 3.620 THE ENTIRE BRS TO BE WRAPPED————
100 TRANSITION LAYER eo 3.420 IN A WATERPROOF MEMBRANE ee
(e> 200-400 DRAINAGE LAYER-————__ | 600 FILTRATION LAYER 3.620
<<) 100 TRANSITION LAYER 3.420
| 500 1000 500 200 DRAINAGE LAYER———_| =
“\ XISTING 6375 RCP
ay $225 FROM ON SITE LAWFUL POINT OF DISCHARGE
Oo RETENTION TANKS fei
O BIO RETENTION SYSTEM (BRS) Pat
CROSS SECTION \
NOTE: 1864 500 |
ALL MANHOLE AND CHAMBER
SECTION PENETRATIONS REQUIRE TYPICAL 100 SLOTTED PVC
BEING SEALED WITH NON WITH CLEANOUT TO SURFACE
SCALE 1 : 50 SHRINK GROUT SO AS TO PROVIDE 1:200 GRADING OF
ENSURE NO LATERAL DRAINAGE LAYER TOWARDS
GROUND WATER FLOWS BIO RETENTION SYSTEM (BRS CHAMBER.
AFTER CONSTRUCTION. NOTE:
CROSS SECTION ONLY PRE FABRICATED SLOTTED
PIPE |S PERMITTED! SLOTS
SECTION PRODUCED BY HELP OF A
GRINDER CAN NOT BE
SCALE 1 50 TOLERATED!
BIO_RETENTION SYSTEM_NOTES
CATCHMENT: HARDSTAND 806m?
¢ FILTER MEDIUM AREA: 40m?
* FORE BAY AREA: 0.6m?
* PROVIDE #100 SUBSOIL DRAINAGE WITH
CLEAN OUT POINTS AS INDICATED.
DRIVEWAY/CARPARK
ACCESS HATCH REFER ACCESS HATCH REFER EXISTING, REFURBISHED
AT AS TO MANUFACTURER TO MANUFACTURER OVERFLOW AND BYPASS
CHAMBER
: mr
bag poe a “= BIO RETENTION SYSTEM
: a Aes
Ta F aaa LI a . ee be = arg
So Sf yr 0225 OVERFLOW FIXED-—— wes
4 TO WALL WITH SS :
9225 COMMUNICATION : er
6225 FROM ROOF PIPE AT HIGH LEVEL BRACKETS $225 TO LAWFUL POINT wy
CATCHMENT L OF DISCHARGE : aie
9100 COMMUNICATION : SLOW LEAK WITH #100: hae ty
PIPE AT LOW LEVEL OROFICE PLATE | . :
: . Aya’ a
| “a
TYPICAL 9100 SLOTTED PVC Saale
WITH CLEANOUT TO SURFACE a, al a "J Le aT . Ta oe
PROVIDE 1:200 GRADING OF f | “ aed
DRAINAGE LAYER TOWARDS ‘
CHAMBER. Sg ae
NOTE: . a:
ONLY PRE FABRICATED SLOTTED ea
PIPE IS PERMITTED! SLOTS . .
PRODUCED BY HELP OF A en SY
aero N NoT BE . . DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
: act eal yg FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
: . 2 4 (Amd Description Date
EXISTING 6375 RCP
LAWFUL POINT OF DISCHARGE
RETENTION TANK ASSEMBLEY_ DETAIL
SCALE: NTS
B | NEW ARCHITECTURAL LAYOUT 11-09-14
A_[INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
Issue Notes Date
For Development Approval] X 21-05-14
N For Building Approval x 21-05-14
N
\ -~ 60 ——— NO RETENTION For Tender
\ S For Construction
50
‘ B WITH RETENTION As Constructed
\ 40
XN fe Z ~
N a 30:
\ \ ad =
\ = 20 —~ <<
So 3 7 —_———— = Hydraulic =
XN 10 ee 1
\ \ FT — =————__ y raullc =;
\ \ 0 T T T T
‘ \
\ 2 4 6 8 10 12 14 16 18 y~ . .
o o TIME. (MINS.) contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PROJECT: 10/100 RENE STREET >
NOOSAVILLE
DRAWING TITLE:
\
STORMWATER
QUALITY&QYANTITY
DETAILS
Design RH, Checked | Cro [Date 21-05-14 | Dwg, No. AMD.
SCALE: 1 : 100 on At UNO.| 3 Of 6 2864-OP3 By
RPD:— LOT 10 SP 230643
The text continues on section 57.
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