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ADAMS+SPARKES Town Planning Report (Gympie Terrace) 160401

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DEVELOPMENT APPLICATION FOR
MATERIAL CHANGE OF USE AND OPERATIONAL WORKS
TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEX)


AT



111 & 113 GYMPIE TERRACE, NOOSAVILLE

LOT 6 ON RP79817 & LOT 18 ON RP66590



PREPARED FOR

JASON & SUSAN PAYNE AND AMRITASH RAI




TOWN PLANNING REPORT

OCTOER 2016



REF: 160401 & 160514
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Page 2

DEVELOPMENT APPLICATION FOR
MATERIAL CHANGE OF USE AND OPERATIONAL WORKS
TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEX)

JASON & SUSAN PAYNE AND AMRITASH RAI



TOWN PLANNING ASSESSMENT REPORT

© ADAMS + SPARKES TOWN PLANNING +DEVELOPMENT
All information contained within this document is provided in strict commercial confidence and is the property of ADAMS + SPARKES. This document and
the information are solely for the use of the authorised recipient and this document may not be used, copied or reproduced in whole or part for any purpose
other than that for which it was supplied by ADAMS + SPARKES. ADAMS + SPARKES makes no representation, undertakes no duty and accepts no
responsibility to any third party who may use or rely upon this document or the information. This document is not to be disclosed or reproduced in part or in
full, without express written authority from ADAMS + SPARKES.



 DOCUMENT CONTROL



 PROJECT NO. 160401 & 160514 - AUTHORISED FOR ISSUE

  Revision No.                  Date                          Revision Details                          Author                  Reviewer
          A                October 2016                              Draft                              M. Lyell                C. Adams
          B                October 2016                              Final                              M. Lyell                C. Adams



Author:                      Michael Lyell (Town Planner)

Signed:

Reviewer:                    Cameron Adams (Managing Director)

Signed:

Approved by:                 Cameron Adams (Managing Director)

Signed:

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111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                                                                                                                       3



Contents
1       INTRODUCTION ..................................................................................................................................................................................... 5

2       PROPOSED DEVELOPMENT ............................................................................................................................................................... 9

    2.1          APPLICATION DETAILS & LEVEL OF ASSESSMENT ................................................................................ 9
    2.2          PROPOSAL DETAILS ....................................................................................................................... 9
    2.3          BUILT FORM................................................................................................................................. 9
    2.4          PRE‐LODGEMENT MEETING .......................................................................................................... 12
3       SITE DETAILS AND CHARACTERISTICS.......................................................................................................................................... 13

    3.1          LOCATION & REAL PROPERTY DESCRIPTION ..................................................................................... 13
    3.2          LAND OWNERSHIP ...................................................................................................................... 13
    3.3          EASEMENTS, ENCUMBRANCES AND INTERESTS ................................................................................. 13
    3.4          SITE AREA, SHAPE AND TOPOGRAPHY............................................................................................. 13
    3.5          SITE CONTAMINATION ................................................................................................................. 14
    3.6          EXISTING AND SURROUNDING LAND USES ....................................................................................... 14
4       STATUTORY FRAMEWORK ............................................................................................................................................................... 15

    4.1 SUSTAINABLE PLANNING ACT 2009 ............................................................................................... 15
      4.4.1 State Interest – Water Quality ........................................................................................ 17
      4.4.2 State Interest ‐ Natural Hazards, Risk and Resilience ..................................................... 17
    4.5 STATE INTERESTS ........................................................................................................................ 18
5       LOCAL PLANNING INSTRUMENT – THE NOOSA PLAN ................................................................................................................. 19

    5.1 USE DEFINITION.......................................................................................................................... 19
    5.2 PLANNING ZONE AND LOCALITY ..................................................................................................... 19
    5.3 LEVEL OF ASSESSMENT ................................................................................................................. 19
    5.4 OVERLAY AREAS ......................................................................................................................... 19
      5.4.1 Natural Hazard Overlay ‐ Landslide & Flooding .............................................................. 19
      5.4.2 Natural Hazard Overlay ‐ Bushfire and Acid Sulfate Soils Overlay .................................. 20
    5.5 RELEVANT CODES ........................................................................................................................ 20
    5.6 NOOSAVILLE LOCALITY CODE ........................................................................................................ 21
      5.6.1 Density ............................................................................................................................. 21
      5.6.2 Building Height ................................................................................................................ 21
      5.6.3 Setbacks........................................................................................................................... 22
      5.6.4 Site Cover ......................................................................................................................... 22
      5.6.5 Gross Floor Area .............................................................................................................. 23
      5.6.6 Flooding and Drainage .................................................................................................... 23
    5.7 LANDSCAPING CODE .................................................................................................................... 23
    5.8 NATURAL HAZARDS OVERLAY CODE ............................................................................................... 24
6       CONCLUSION AND RECOMMENDATIONS ...................................................................................................................................... 25

APPENDIX I – PROPOSAL PLANS .............................................................................................................................................................. 26

APPENDIX II – PRE-LODGEMENT MEETING MINUTES ............................................................................................................................ 27

APPENDIX III – CERTIFICATE OF TITLE ..................................................................................................................................................... 28



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111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                                                                                                                   4



APPENDIX IV – CONTAMINATED LAND SEARCH / ENVIRONMENTAL LAND REGISTER SEARCH ................................................... 29

APPENDIX V – CONTOUR AND DETAIL SURVEY ..................................................................................................................................... 30

APPENDIX VII – FLOOD INFORMATION CERTIFICATE ............................................................................................................................ 31

APPENDIX VIII – NOOSAVILLE LOCALITY CODE ..................................................................................................................................... 32


TABLES
TABLE 1 APPLICATION SUMMARY .......................................................................................................................................................................... 6
TABLE 2 SITE SUMMARY TABLE........................................................................................................................................................................... 13




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1      INTRODUCTION
1.     This Town Planning Report has been prepared in support of a Code Assessable development
       application for two (2) Dual Occupancies. This documentation has been prepared by ADAMS +
       SPARKES Town Planning + Development (hereafter; ‘ADAMS + SPARKES’) for and on behalf of the
       applicant’s, Jason & Susan Payne and Amritash Rai, over two lots at 111 & 113 Gympie Terrace,
       Noosaville, legally described as Lot 6 on RP79817 & Lot 18 on RP66590.

2.     The subject site is located within the Attached Housing Zone of the Noosaville Locality of the Noosa
       Plan (hereafter the ‘Planning Scheme’).

3.     The purpose of this report is to describe the site, the proposed development, and to address the relevant
       town planning and design issues with respect to the proposal. To assist in the assessment of the
       development application, this report addresses the relevant town planning issues relating to the proposed
       development, including:

                     State Planning Regulatory Provisions;
                     State Planning Policy;
                     South East Queensland Regional Plan 2009 - 2031;
                     Planning Scheme Planning Area Overall Outcomes;
                     Planning Scheme Overlays; and,
                     Planning Scheme Codes.

4.     This report should be read in conjunction with the following supporting documentation:

                     Appendix I Proposal Plans prepared by Icon Building Design
                     Appendix II Pre-lodgement Meeting Minutes
                     Appendix III Certificate of Title
                     Appendix IV Contaminated Land Search/Environmental Land Register Search
                     Appendix V Contour and Detail Survey prepared by Skyline Surveyors
                     Appendix VI Flood Information Certificate
                     Appendix VII Noosville Locality Code

5.     Table 1 provides an overview of the subject site and the development application particulars.




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       Table 1 Application Summary

        PROPOSAL DETAILS
        PROPOSED DEVELOPMENT                Development Permit for a Material Change of Use and Operational
                                            Works to Establish Multiple Housing (2 x Type 2 Duplexs)
        APPLICANTS                          Jason & Susan Payne
                                            Amritash Rai
        CONTACT                             ADAMS + SPARKES TOWN PLANNING + DEVELOPMENT
                                            Attn: Michael Lyell
                                            PO Box 1000
                                            Buddina QLD 4575
                                            P: 07 5313 7705
                                            E: [email protected]
       PROJECT TEAM                         Town Planners           ADAMS + SPARKES
                                            Design                  Icon Building Design
                                            Surveyors               Skyline Surveyors
        LOCAL GOVERNMENT                    Noosa Shire Council
        PLANNING SCHEME                     The Noosa Plan
        LEVEL OF ASSESSMENT                 Code Assessable
        REFERRAL AGENCIES                   Nil

        SITE DETAILS
        ADDRESS                             111 Gympie Terrace, Noosaville
                                            113 Gympie Terrace, Noosaville
        PROPERTY DESCRIPTIONS               Lot 6 on RP79817
                                            Lot 18 on RP66590
        REGISTERED LAND OWNERS              Lot 6 - Jason Rodney Payne and Susan Patricia Payne
                                            Lot 18 - Amritash Rai
        EASEMENTS                           Nil (Refer to Appendix II)
        CURRENT SITE AREA                   Lot 6 – 728m²
                                            Lot 18 – 615m²
        CURRENT USE OF LAND                 Detached Dwellings
        SITE REGISTRATIONS
        ENVIRONMENTAL MANAGEMENT Not listed on Register as searched on 11 August 2016 (Refer to
        REGISTER                 Appendix III)
        CONTAMINATED LAND                   Not Listed on Register as searched on 11 August 2016 (Refer to
        REGISTER                            Appendix III)
        UNEXPLODED ORDNANCE                 Other (as searched on 11 August 2016)
        AUSTRALIAN HERITAGE PLACES Not Listed on Register (as searched on 11 August 2016)

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        INVENTORY
        STATE INTERESTS
        STATE PLANNING POLICY                    Water Quality
                                                     o   Climatic Regions – Stormwater Management Design
                                                         Objectives
                                                 Natural Hazards Risk & Resilience
                                                     o   Flood Hazard Area
                                                                 Level 1 – Queensland Floodplain Assessment
                                                                  Overlay
                                                                 Flood Hazard Area – Local Government Flood
                                                                  Mapping Area
                                                     o   Coastal Hazard Area
                                                                 Erosion Prone Area
                                                                 Medium Storm Tide Inundation Area
                                                                 High Storm Tide Inundation Area
        STATE PLANNING REGULATORY                Adopted Charges
        PROVISIONS                               South East Queensland Regional Plan 2009-2031
        SOUTH EAST QUEENSLAND               Urban Footprint
        REGIONAL PLAN
        STATE ASSESSMENT REFERRAL                Water Resources
        AGENCY                                       o   Water Resource Planning Area Boundary
                                                 Coastal Protection
                                                     o   Coastal Zone
                                                     o   Coastal Hazard Area
                                                                 Erosion Prone Area
                                                                 Medium Storm Tide Inundation Area
                                                                 High Storm Tide Inundation Area
        SARA REFERRALS                      Nil
        THE NOOSA PLAN
        ZONE                                Attached Housing Zone
        LOCALITY                            Noosaville Locality
        OVERLAYS                                 Landslide & Flooding Overlay – Flood Hazard Area and Area
                                                  Subject to Minimum Floor Height
                                                 Bushfire & Acid Sulfate Soils Overlay - High Potential Acid
                                                  Sulfate Area 0-5m AHD
        APPLICABLE CODES                         Noosaville Locality Code
                                                 Residential Uses Code
                                                 Landscaping Code
                                                 Driveways and Carparking Code

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                                                 Transport, Roads and Drainage Code
                                                 Erosion and Sediment Control Code
                                                 Existing Services Code
                                                 Earthworks Code
                                                 Waste Management Code
                                                 Water Sensitive Design Code;
                                                 Water Supply and Sewerage Reticulation Code
                                                 Natural Hazards Overlay Code




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2         PROPOSED DEVELOPMENT
2.1 Application Details & Level of Assessment
6. This development application seeks a Development Permit for:

         Material Change of Use and Operational Works to Establish Multiple Housing (2 x Type 2 Duplex).

7.        According to Division 5 – Assessment Tables for the Attached Housing Zone, Table 11.3, the proposed
          development is subject to Code Assessment and is therefore required to be assessed against the
          applicable provisions of The Noosa Plan.

2.2       Proposal Details
8.        The proposed application is for a Material Change of Use, to establish a Duplex on each site at 111
          Gympie Terrace and 113 Gympie Terrace, Noosavile.

9.        As specified in Table 1, the proposed development is located over two (2) lots, with both lots sharing a
          common driveway between the two (2) lots, as depicted in the proposed design plans prepared by Icon
          Building Design (please refer to Appendix I and Figures 1 – 2 below).

2.3       Built Form
10.       As demonstrated in Figure 1 below, the proposed Duplex development contains two (2) separate
          buildings, on separate sites. Both proposed buildings contain similar design principles, without containing
          a mirrored design; with both Duplex developments representing modern architecturally designed buildings
          that are constructed over two (2) stories with a desirable north-south orientation. Access to all units is
          obtained through the common centrally located driveway, which directly connects to Gympie Terrace.

11.       The proposed Duplex development contains a variety of building materials including, Colorbond, timber,
          cladding, rendered blockwork and glass, which have been used in order to enhance the overall
          appearance of the development and provide an aesthetically pleasing outcome for the surrounding area.
          Various articulations are included in the design to minimise the perceived bulk of the development.

12.       Although the development has ben designed in a coordinated manner, the proposed Duplex’s contain
          minor variations, which will be detailed below.

13.       The proposed Duplex at 113 Gympie Terrace contains one (1) x two (2) bedroom unit and one x (1) three
          (3) bedroom unit. With the Unit A comprising a single garage, laundry, kitchen, dining, living and outdoor
          entertainment area on the ground floor and two (2) bedrooms (master with ensuite), sitting area and
          bathroom on the first floor. Unit B comprises a double garage, laundry, kitchen, dining, living and outdoor
          entertainment including pool on the ground floor and three (3) bedrooms (master with ensuite), sitting area
          and bathroom on the first floor (Figure 3-4).

14.       The proposed Duplex at 111 Gympie Terrace containing two (2) x three (3) bedroom units. With both units
          comprising a mirrored design on both the ground and first floor. The ground floor for both units comprises
          a double garage, laundry, kitchen, dining, living and outdoor entertainment including separate pools on the
          ground floor and three (3) bedrooms (master with ensuite) and bathroom on the first floor (Figure 5-6).

15.       It is noted that the development contains a total building height of 6.95 m above finished ground level,


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       contains a total site cove or approximately 39% and provides eight (8) car parking spaces.




       Figure 1 Site Plan (source: refer to plans prepared by Icon Building Design in Appendix I)




       Figure 2 Perspective (source: refer to plans prepared by Icon Building Design in Appendix I)




       Figure 3 Ground Floor Plan - 113 Gympie Terrace (source: refer to plans prepared by Icon Building Design in Appendix I)



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       Figure 4 First Floor Plan - 113 Gympie Terrace (source: refer to plans prepared by Icon Building Design in Appendix I)




       Figure 5 Ground Floor Plan – 111 Gympie Terrace (source: refer to plans prepared by Icon Building Design in Appendix I)




       Figure 6 First Floor Plan – 111 Gympie Terrace (source: refer to plans prepared by Icon Building Design in Appendix I)



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2.4    Pre-Lodgement Meeting
16.    A pre-lodgement meeting (PLM16/0023) was held between Council’s Coordinator of Planning – Dennis
       Wallace, and the project team on 12 July 2016.

17.    Council indicated in that the meeting that the proposed Duplex is a consistent use within the Attached
       Housing Zone and is generally compliant with the design and character requirements sought for units in
       Noosaville.

18.    Council officers indicated a number of elements that require further consideration, specifically:

          site cover includes decks and pools >1m above ground;
          plans should be submitted detailing total site cover; building site cover; and pool/deck/etc;
          The front fence/deck/pool layout should be amended to reduce structural bulk and trafficable areas;
          Requirement for landscaping in accordance with the requirements of the Landscaping Code;
          Support for a shared driveway for both Duplex developments; and;
          Support for lodgment of both Duplex’s’ under one application.

19.    These elements identified in the pre-lodgement meeting were considered through design process of the
       developed and resolved, prior to the lodgement of the application with Council.

20.    Appendix VI details the pre-lodgement meeting minutes and further correspondence.




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3      SITE DETAILS AND CHARACTERISTICS
21.    Table 2 below, provides a summary of the details applying to the subject site.

       Table 2 Site Summary Table
        Address                         111 Gympie Terrace, Noosaville        113 Gympie Terrace, Noosaville
        Property Description            Lot 6 on RP79817                      Lot 18 on RP66590
        Tenure                          Freehold                              Freehold
        Current Site Area               728m2                                 615m²
        Zone                            Attached Housing Zone                 Attached Housing Zone
        Locality                        Noosaville Locality                   Noosaville Locality


3.1    Location & Real Property Description
22.    As discussed, the subject site is located at 111 & 113 Gympie Terrace, approximately 850 metres west of
       Noosa Village Shopping Centre and is legally described as Lot 6 on RP79817 and Lot 18 on RP66590
       (see Figure 7 below).




                                    Subject Sites




       Figure 7 Location Map (source: DILGP 2016)


3.2    Land Ownership
23.    The registered owner of Lot 6 on RP79817 is Jason Rodney Payne and Susan Patricia Payne, and the
       registered owner of Lot 18 on RP66590 is Amritash Rai (refer to Appendix III – Certificate of Title).
       Consent of all land owner’s has been obtained to enable the lodgement of this application.

3.3    Easements, Encumbrances and Interests
24.    The subject lots are owned in freehold tenure and are not affected by any easements or encumbrances.

3.4    Site Area, Shape and Topography
25.    Figure 8 below illustrates that the subject sites are relatively flat and rectangular in shape and have a
       combined total area of 1,343m2. The subject site’s northern boundaries have a total street frontage to
       Gympie Terrace of 34metres.




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       Figure 8 Contour and Detail Survey Excerpt (source: Skyline Surveyors refer (Appendix I)


3.5    Site Contamination
26.    A search of the Environmental Management Register (EMR) and the Contaminated Land Register (CLR)
       was undertaken on 11 August 2016, which confirms that the subject sites are not listed on either of these
       registrars (refer to Appendix IV).

3.6    Existing and Surrounding Land Uses
27.    The subject sites are both currently improved by a detached dwelling on each lot and clear of any
       significant vegetation as mapped by Council’s Overlays. Land to the north, east and west has been
       designated for, or have been developed for Attached Housing residential purposes. Land south of 111
       Gympie Terrace has been designated for open space and recreation.

28.    Attached Housing land uses are prevalent in the surrounding area as depicted in Figure 9.




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                                                    Subject Sites




       Figure 9 Satellite Imagery of Surrounds (source: Google Earth 2016)


4      STATUTORY FRAMEWORK
29.    This section of the Town Planning Report describes the statutory planning framework applicable to the
       proposed development and the development application.

4.1    Sustainable Planning Act 2009
30.    The Sustainable Planning Act 2009 (SPA) provides the overall statutory planning framework for
       Queensland. The Planning Scheme provides the current planning and development assessment
       framework for the proposed development of the subject site.

4.2    State Planning Regulatory Provisions
31.    This development application must have regard to all relevant and applicable State Planning Regulatory
       Provisions (SPRPs). The following SPRPs are currently operational within Queensland under the
       provisions of the SPA:

                  South East Queensland Regional Plan 2009 – 2031 SPRPs;
                  Guragunbah SPRPs;
                  Adopted Charges SPRPs;
                  Yeerongpilly Transit Oriented Development SPRPs;
                  Off-road motorcycling facility on State-owned land at Wyaralong;
                  Adult stores SPRPs; and,
                  South East Queensland Koala Conservation SPRPs.

32.    The SPRPs, which are of relevance to this proposal include the South East Queensland Regional Plan
       209 - 2013 and Adopted Charges SPRPs. The Adopted Charges are applied to development once it has
       been approved, as such; assessment against the SPRPs is not required. Compliance with the South East
       Queensland Regional Plan 209 – 2013 SPRP is detailed below.




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4.3    South East Queensland Regional Plan 2009 - 2031
33.    The South East Queensland Regional Plan 2009-2013 (hereafter; SEQRP 2009-2031) is the principal
       planning document for managing growth and development within the South East Queensland region. The
       subject site is located within the Urban Footprint designation of the SEQRP 2009-2031 (refer to Figure 10
       below).



                                Subject Sites




       Figure 10 South East Queensland Regional Plan 2009-2031 Regional Planning Map (source: DILGP 2016)


34.    According to the SEQRP, the Urban Footprint comprises sufficient land to accommodate a full range of
       acceptable urban land uses, such as housing, industry, business, infrastructure, community facilities and
       urban open spaces that can meet the region’s urban development needs to 2031. The Urban Footprint is
       described as follows:

              “The Urban Footprint focuses urban growth in locations that:
                - provide reliable and cohesive transportation choices or otherwise reduce car use,
                   particularly for infill and redevelopment in and around existing urban centres, and along
                   high frequency public transport corridors
                - physically connect to existing communities wherever possible, or otherwise provide new
                   development with direct transport linkages to established urban areas early in the
                   development
                - promote cohesive communities that support a wide range of services and facilities
                - include or have access to existing or planned employment centres.”

35.    The proposed development satisfies this intent, by facilitating the provision of housing within the urban
       footprint within an established urban area. The proposed development delivers a type of development that
       is consistent with the desired land use pattern for the local area, which takes advantage of the site’s
       proximity to a major road. The site’s proximity to a range of existing and future services, facilities and
       transport options ensures the proposed development provides a sustainable land use outcome for the
       site.

36.    The proposed development does not compromise this policy or its intent, and does not trigger
       concurrence agency referral to the Department of Infrastructure, Local Government & Planning in
       accordance with the relevant provisions of the South East Queensland Regional Plan 2009-2031 State
       Planning Regulatory Provisions. In addition, the proposed development delivers a type of development
       that is consistent with the local area.


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37.    Given the above, the proposed development is in accordance with SEQRP 2009-2031 and provides for an
       appropriate land use outcome over the subject site.

4.4    State Planning Policy
38.    On 2 December 2013, The Department of State Development, Infrastructure and Planning adopted
       Queensland’s first consolidated State Planning Policy (SPP). The SPP identifies State interests, which are
       to be represented in Local Government planning schemes and regional plans, and will need to be
       considered for land designations regarding community infrastructure. In addition, development
       applications must have regard to all relevant SPP requirements if the Local Government Planning Scheme
       has not appropriately reflected the State Planning Policy.

39.    The Noosa Plan has not appropriately reflected any elements of the State Planning Policy. In accordance
       with section 117(1) of SPA, Part E – ‘Interim development assessment requirements’ of the SPP is
       required to be addressed, and states the following:

           ‘1.) When the development assessment requirements apply to development; and
           2.) What the development application must be assessed against.’

40.    The following SPP mapping areas are located within the site:
            Water Quality
                    o Climatic Regions – Stormwater Management Design Objectives
            Natural Hazards Risk & Resilience
                    o Flood Hazard Area
                           Level 1 – Queensland Floodplain Assessment Overlay
                           Flood Hazard Area – Local Government Flood Mapping Area
                    o Coastal Hazard Area
                           Erosion Prone Area
                           Medium Storm Tide Inundation Area
                           High Storm Tide Inundation Area

41.    In accordance with Part E – Interim development assessment requirements of the SPP, the provisions of
       the SPP applicable to the development are addressed in the below section.

4.4.1 State Interest – Water Quality
42. The proposed development does not compromise the Water Quality Objectives outlined within the SPP,
      as the development is not located on a site of more than 2500m2 and does not contain more than 6 or
      more dwellings. Accordingly, further assessment of the Water Quality section of the SPP is not required.

4.4.2 State Interest - Natural Hazards, Risk and Resilience
43. The proposed development is required to be assessed against the following interim development
      assessment requirements:

44.    Development:
             (1) Avoids natural hazard areas or mitigates the risks of the natural hazard to an acceptable or
             tolerable level, and


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111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                              18


              (2) Supports, and does not unduly burden, disaster management response or recovery capacity
                  and capabilities, and
              (3) Directly, indirectly and cumulatively avoids an increase in the severity of the natural hazard and
                  the potential for damage on the site or to other properties, and
              (4) Avoids risks to public safety and the environment from the location of hazardous materials and
                  the release of these materials as a result of a natural hazard, and
              (5) Maintains or enhances natural processes and the protective function of landforms and
                  vegetation that can mitigate risks associated with the natural hazard.

45.    In response to the above, the proposed development meets all relevant requirements of the Planning
       Scheme’s Natural Hazards Overlay Code. It is noted that the required minimum floor level as outlined by
       the Flood Information Certificate is 2.82 metres AHD, with this requirement having been adequately
       reflected is all design plans.

46.    Based upon the above information, and proposed land use being low-intensity residential, the proposed
       development can be reasonably expected to meet criteria 1-5 above.

4.5    State Interests
47.    Following amendments to the SPA on 1 July 2013, the State Assessment and Referral Agency (SARA)
       came into effect and replaced the various State referral agencies which previously applied. As a result,
       the purpose of SARA is to provide a single agency lodgement and assessment point for development
       applications, where the State has an interest under Schedule 7 of the Sustainable Planning Regulations
       (SPR) 2009.

48.    A review of the Department of Infrastructure, Local Government and Planning mapping has indicated that
       the subject sites are impacted by the following layers:
            Water Resources
              o Water Resource Planning Area Boundary
            Coastal Protection
              o Coastal Zone
              o Coastal Hazard Area
                   Erosion Prone Area
                   Medium Storm Tide Inundation Area
                   High Storm Tide Inundation Area


49.    In relation to the above-identified layers, a review of the development has been undertaken against
       Schedule 7 of the Sustainable Planning Regulation 2009, which has confirmed that the application is not
       required to be referred to SARA.




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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                                 19



5      LOCAL PLANNING INSTRUMENT – THE NOOSA PLAN
5.1    Use Definition
50.    In accordance with Part 2 of the Planning Scheme, the proposed development is best defined as a
       ‘Multiple Housing (Type 2 Duplex)’ as is defined as follows:

              ‘Multiple Housing’ means the use of premises for two or more dwelling units or accommodation
              units as the case may be, occupied by permanent or semi-permanent residents, where the occupants
              may share common facilities on the site. The term includes the following:

              ‘Type 2 Duplex’ means the use of premises for two (2) dwelling units either attached or detached, on
              one lot where the use does not fall under Multiple Housing (Type 1 Relative or Employee).

5.2    Planning Zone and Locality
51.    The subject site is located within the Attached Housing Zone of the Noosaville Locality of The Noosa
       Plan (refer to Figure 11 below).


              Subject Sites




       Figure 11 Zone Map (source: The Noosa Plan (as amended 16 September 2013))


5.3    Level of Assessment
52.    According to Division 5 – Assessment Tables for the Attached Housing Zone, Table 11.3, the proposed
       development is subject to Code Assessment and is therefore required to be assessed against the
       applicable provisions of The Noosa Plan.

5.4    Overlay Areas
53.    The Noosa Plan also includes a number of Overlays, which recognise features and constraints within
       Noosa Shire and are addressed in the following sections.

5.4.1 Natural Hazard Overlay - Landslide & Flooding
54. Figure 12 depicts that the subject site is identified within the Flood Hazard Overlay Area and Area
      Subject to Minimum Floor Height. As such, an assessment against the relevant provisions of the Natural
      Hazards Overlay Code is required.




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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                               20




                Subject Sites




       Figure 12 Landslide and Flooding Hazard Overlay (source: The Noosa Plan (as amended 16 September 2013))


5.4.2 Natural Hazard Overlay - Bushfire and Acid Sulfate Soils Overlay
55. Figure 13 depicts that the subject site is identified within the High Potential Acid Sulfate Soil Area (0-5m
      AHD). As such, an assessment against the relevant provisions of the Natural Hazards Overlay Code is
      required.



                Subject Sites




       Figure 13 Bushfire and Acid Sulfate Soils Overlay (source: The Noosa Plan (as amended 16 September 2013))

5.5    Relevant Codes
56.    The Planning Scheme includes assessment codes, which apply to the locality and zone, land use,
       overlays, and general development parameters. As part of this development application, the following
       codes have been addressed below:
             Noosaville Locality Code;
             Residential Uses Code;
             Landscaping Code;
             Driveways and Carparking Code;
             Transport, Roads and Drainage Code;
             Erosion and Sediment Control Code;
             Existing Services Code;
             Earthworks Code;
             Waste Management Code;
             Water Sensitive Design Code; and,
             Natural Hazards Overlay Code.




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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                              21


57.    An assessment against the above codes has identified that the proposal is compliant with, or can be
       conditioned to comply with each. The following section identifies the pertinent issues identified throughout
       the assessment of the application.

5.6    Noosaville Locality Code
58.    The proposal complies with Specific Outcome O2 of the code, with the proposal providing an
       architecturally designed development that positively presents to the Gympie Terrace frontage through
       exceeding the front boundary setbacks and internalizing the garages.

5.6.1 Density
59. Both proposed Duplex developments comply with the maximum density provisions of 100 persons per
      hectare, specified within Specific Outcome O7, with the Duplex associated with 113 Gympie Terrace
      providing a density of 84 persons per hectare and the Duplex associated with 111 Gympie Terrace
      providing a density of 98 persons per hectare.

60.    It is also noted that the site is located on a public transport corridor, with Gympie Terrace being a major
       bus route. It is noted that Probable Solution S3.1 of the Transport, Roads and Drainage Code, specifies
       that higher density development concentrated along public transport routes IS SUPPORTED.

5.6.2 Building Height
61. The proposed development does not comply with Probable Solution S8.1 of the code, as the development
      exceeds the maximum prescribed building height of 8 metres within the Attached Housing Zone.

62.    It is noted the only reason that the development exceeds the height limit of 8 metres is due to the site
       being identified as a Flood Hazard Area, which requires the site to be filled in order for the development to
       mitigate flood impacts. The provided Flood Information Certificate (Appendix VI) obtained from Council
       identifies a required Finished Floor Level of 2.82 metres AHD. It is noted that the proposed development
       provides a minimum Finished Floor Level of 2.82 metres AHD.

63.    Despite the non-complies with Probable Solution S8.1 of the code, the proposed development complies
       with Specific Outcome O8, as the development does not exceed two (2) storeys, contains an articulated
       low rise built form that does not dominate the streetscape through the use of a variety of building
       materials and articulations. It is also noted that the development is consistent with development to the
       east on both sides of Gympie Terrace, which consists of accommodation buildings containing two (2)
       storey development.

64.    It is also noted that Council officers at the pre-lodgement meeting indicated that ‘The relaxation required
       for building height was discussed and is likely to be supported, given the minimum floor height
       requirements for the site and floor to ceiling heights proposed are not excessive’.

65.    Accordingly, the proposed development complies with Probable Solution O8 of the code and is consistent
       with Council’s expectations for development within the area, with Council officers providing support for the
       proposal exceeding the maximum building height requirements.




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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                             22


5.6.3 Setbacks
66. Due to the potential flood impacts associated with the site, the setbacks have been calculated from the
      Finished Floor Level, rather than the Natural Ground Level, which does not present an accurate
      representation of the setback encroachments.

67.    It is noted that the proposed development at 111 Gympie Terrace complies with the front and side
       boundary setbacks, with the development providing a front boundary setback of 7.5 metres, and a side
       boundary setback of 1.5 metres for the ground level and 3.42 metres for the first floor.

68.    The proposed development at 113 Gympie Terrace complies with the front boundary setbacks and
       exceeds the side setbacks for the ground floor, with the development providing a front boundary setback
       of 6.69 metres, and a side boundary setback of 2.06 metres for both the ground and first floors. It is noted
       that 2.06 metres for the ground floor is compliant, however, it is not compliant for the first floor.

69.    In addition, it is noted that both developments do not comply with the required rear boundary setback of 6
       metres specified in the schedule, with 111 Gympie Terrace providing a rear setback of 5.04 metres and
       113 Gympie Terrace providing a rear setback of 4.8 metres.

70.    A review of the site at 111 Gympie Terrace, has identified that the site backs onto land located within the
       Open Space Recreational Zone, which does not support further development potential. Accordingly, the
       reduced rear setback for 111 Gympie Terrace, does not impose upon the privacy of any adjoining
       landholders south of the site.

71.    Further, a review of the site at 113 Gympie Terrace, has identified that the site adjoins land south of the
       site which contains a 6 metre wide easement for sewerage purposes. Further, the eastern boundary
       adjoins a driveway for the full length of the lot, which contains a width of approximately 10 metres.
       Accordingly, the reduced side and rear setback for 113 Gympie Terrace, does not impose upon the
       privacy of adjoining landholders south and east of the site.

72.    Based on the above, the proposal does not compromise Specific Outcome O9, as the development:
         Preserves the visual and acoustic amenity of adjoining and nearby properties;
         Provides adequate distance from adjoining land uses;
         Allow sufficient space for vehicle parking;
         Allows sufficient space for landscaping;
         Maintains continuity between buildings and landscaping; and,
         Provides an appropriately designed development, which reflects the character of the area and does
           not result in large continuous blank walls.

5.6.4 Site Cover
73. Both proposed Duplex developments comply with the maximum site cover of 40%, specified within
      Specific Outcome O11, with the Duplex associated with 113 Gympie Terrace containing a site cover of
      37.2% and the Duplex associated with 111 Gympie Terrace site cover of 38.5%.




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OCTOBER 2016

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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                          23


5.6.5 Gross Floor Area
74. Both proposed Duplex developments do not comply with Specific Outcome O15, with 113 Gympie
      Terrace having a maximum allowable GFA of 246m2 and 111 Gympie Terrace having a maximum
      allowable GFA of 291m2. Both Duplex developments exceed allowable respective GFA, with 113 Gympie
      Terrace having a GFA of 276m2 and 111 Gympie Terrace having a GFA of 321.4m2.

75.    Although the proposed development does not comply with Specific Outcome O15 of the code, the
       proposed development complies with the overall outcomes of the Noosaville Locality Code; as the
       development:
            Contains a subtropical building and landscaping design that promotes the casual outdoor lifestyle,
              through providing an architecturally designed building that positively integrates with Gympie
              Terrace and provides multiple outdoor living areas. Thus providing a high level of residential
              amenity and design quality;
             Respects the scale and character of the area through complying with density, and site cover
              requirements; and,
             Provides appropriate landscaping between buildings, which screens and buffers the built form.

76.    It is also noted that Council officers where generally supportive of a combined dual occupancy in this
       location, as detailed in the pre-lodgement meeting minutes (Appendix II).

77.    Accordingly, the proposal is inline with the communities and Council’s expectations for development in
       this area and complies with the intent of the Noosaville Locality Code.

5.6.6 Flooding and Drainage
78. Both proposed Duplex developments do not comply with Probable Solution S17.3 of the code, with the
      development filling the entire site.

79.    Despite the non-compliance with the code, it is noted that Probable Solution S18.1 of the Natural Hazards
       Overlay Code specifies that the minimum area above the flood level for each lot, is in accordance with
       Table 13.13 (Minimum size of flood free house site areas or development areas for lots). It is noted that
       Table 13.13 requires that 100% of the allotment is to be located above the modelled flood level.

80.    As detailed in Section 2.4 of the planning scheme, an overlay code prevails to the extent of the
       inconsistency. Accordingly, in line with Probable Solution S18.1 of the Natural Hazards Overlay Code,
       100% of the site is required to be flood immune, which exceeds Probable Solution S17.3 of the Noosaville
       Local Plan Code, with which limits filling to a maximum of 1 metre around the building footprint.

5.7    Landscaping Code
81.    Both proposed Duplex developments do not comply with Probable Solution S1.1 of the code, as the
       proposed Site Plan, prepared by Icon Building Design does not demonstrate an active landscaping area,
       which is compliant with Table 14-57.

82.    Despite this, the proposed development complies with Specific Outcome O1 of the code, as the
       development contains an area of approximately 391m2, which is capable of being landscaped that will
       enhance the visual amenity and natural landscape character of the area, reduce bulk and scale of the
       development through vegetated screening and sufficient to screen adjoining land uses.


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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                             24




83.    It is also noted that the proposed development exceeds the private open space requirements of 25m2
       specified within Probable Solution S10.1 of the code, with the development providing between 85m2 and
       120m2 private open space, which will have landscaping elements.

84.    Overall, the proposed landscaping, the required vegetation removal, and retention of the landscaping will
       provide for a sustainable, effective, safe and functional landscape design that is responsive to the subject
       site and adjoining development.

5.8    Natural Hazards Overlay Code
85.    As discussed in section 5.4, this development application is required to address the Natural Hazards
       Overlay Code, as the proposed development is located within the Flood Hazard Overlay Area, Area
       Subject to Minimum Floor Height, and High Potential Acid Sulfate Soil Area (0-5mAHD).

86.    The proposed development meets the requirements of the Natural Hazards Overlay Code on the following
       basis:

       Flood
                  An area of sufficient size and dimensions to accommodate users is provided above the
                   1% AEP flood level that allows for safe congregation and evacuation;
                  All works will be in accordance with regulatory requirements regarding non-worsening
                   from external discharge, information regarding this will be provided under separate
                   cover; and,
                  All finished floor levels meet Council’s required flood immunity as described in section
                   5.6.2;

       Acid Sulfate Soils
              Should excavation or filling be of sufficient quantities that require Acid Sulfate Soils
                  Management, then actions will be undertaken in neutralise existing acidity and prevent
                  the release of groundwater flows, as required by Acceptable Outcome S22.2 of the
                  Natural Hazards Overlay Code. The applicant acknowledges this requirement, and it is
                  requested that Council condition any future material change of use development
                  accordingly.




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OCTOBER 2016

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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                          25




6      CONCLUSION AND RECOMMENDATIONS
87. This planning report demonstrates that approval of the proposed Development Permit for Material Change of
    Use and Operational Works to establish Multiple Housing (Type 2 Duplexs) at 111 & 113 Gympie Terrace,
    Noosaville is warranted, subject to reasonable and relevant conditions on the following basis:

                 The proposed development is consistent with the intent of the South East Queensland
                  Regional Plan 2009 – 2031;
                 The proposal complies with the State Planning Regulatory Provisions and Policies,
                  where applicable;
                 The proposed development does not compromise the Strategic Framework of the
                  Planning Scheme;
                 The proposed development is a consistent land use with the planning intent for the
                  Attached Housing Zone of the Noosaville Locality;
                 The proposal is compatible with the surrounding Multiple Housing residential land uses
                  and will not compromise the natural environment, transport network or surrounding
                  amenity;
                 The proposed relaxation of the rear and side boundary setback is in keeping with
                  surrounding development, and will not prejudice any adjoining land uses or future
                  occupants of the proposed development;
                 The proposed development is designed with a high quality modern appearance through
                  the use of various building materials and finishes;
                 The proposal is provided with sufficient on-site car parking spaces to service the
                  proposed Duplex;
                 The subject site is sufficiently distanced from any watercourses, natural and
                  environmental features and incompatible land uses; and,
                 All necessary infrastructure will be provided to the proposed development, in accordance
                  with Council’s requirements.

88. On the basis of the assessment contained within this report, it is requested that Council favorably consider
    the development proposal subject to reasonable and relevant conditions.

ADAMS + SPARKES
TOWN PLANNING + DEVELOPMENT

OCTOBER 2016




Cameron Adams                          Michael Lyell
MANAGING DIRECTOR                      TOWN PLANNER




JASON & SUSAN PAYNE AND AMRITASH RAI
OCTOBER 2016

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MATERIAL CHANGE OF USE TO ESTABLISH MULTIPLE HOUSING (2 X TYPE 2 DUPLEXS)
111 & 113 GYMPIE TERRACE, NOOSAVILLE                                                                      26


                                                                            APPENDIX I – PROPOSAL PLANS


                                                                            Prepared by Icon Building Design




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OCTOBER 2016

Page 27

PROPOSED DUPLEX DEVELOPMENT APPLICATION NO. 111 & 113 GYMPIE TERRACE, NOOSAVILLE




                                                                                                                                                                                                        PROPOSED STREET FRONT PERSPECTIVE




     GENERAL INFORMATION


     Minimum Design Standards                                         Wall Construction                                                    Glazing Construction
     Construction of this building to be in                           Wall framing to be constructed in                                    Powdercoated Aluminum Frame
     accordance with the following Australian                         accordance with engineering specification                            Windows in accordance with AS 4055
     governing bodies.                                                and must not differ from certification                               "wind loads for residential" & AS 1288
                                                                      covered by the Form 15. Cladding systems                             "Glass in Buildings selection and
     ♦ National Construction Code (NCC)                               to be fixed in accordance with                                       installation"
     ♦ Queensland Development Code                                    manufactures specification.
     ♦ Standard Building Regulation 2006                              Site Plan Notes                                                      Waterproofing & water Resistant
     ♦ Local government planning policies                             Surface water drainage must be prevented                             Materials                                                                                                                                                        PROPOSED NO. 111 PERSPECTIVE
                                                                      from entering the building with FGL sloping                          All wet area waterproofing is to
                                                                      away from the building & finished slab levels.                       comply with AS3740, waterproofing
     Wet Areas
                                                                      The builder is responsible to check all existing                     wet areas in residential buildings.
     Floors in "Wet Areas" to be impervious in
                                                                      services prior to beginning construction.                            NCC Vol2 P3.8.1.0
     accordance with Australian Standards.
     Finish and fall gradients to floor wastes.
                                                                      Position of proposed building to
     Roof Construction
                                                                      be verified by builder on site.
     Colorbond sheet metal to be fixed in
                                                                      Location of existing services to be
     accordance with manufactures
                                                                      verified by builder prior to construction.
     specification.
     All ridge capping, steps, hips valleys and
                                                                      Soffit Construction
     vent flashings to provide waterproofing
                                                                      4.5mm F.C Sheeting and Painted
     system.


                                                                                                                                                                                                                                      PROPOSED NO. 113 PERSPECTIVE
 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                             Revision Schedule                                                                    Client Name:                The Property Clinic
                                                                                       Revision Number                 Revision Description                      Revision Date                Issued by           Project Address:            No. 113 Gympie Terrace, Noosaville                              Sheet Number:01                Project Number:16-024
                                                                                 A                                  DA Set 1.0                                20/09/2016                    B.Hunt
                                                                                                                                                                                                                  Climate Zone:               2
                                                                                                                                                                                                                  Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                              Development Perspectives
Phone: 0488209840
email: [email protected]                                                                                                                                                                     Project Issue Date:         20/09/2016                                                      Project Status:   DA Set 1.0            Scale: 1 : 100
website: www.iconbuildingdesign.com.au                                                                                                                                                                            Checked/Signed By Director: Bradley Hunt                                                    Drawn By:         BJH                   QBCC LIC# 126221

Page 28

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                  1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Wall
                                                                                                                                                                     1.2                                                                                                                                                                                                                                                                                                                                                                                                         1.22
                                                                                                                                                                                                                                                                                                                                                                 1.24                                                                                                                          1.27
                                                                                                                                                                                                                                                                                                                                                 3.63
                                                                                                                                                                                                                                                                                                                                                                                                             1.16                                                                 s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Step




                                                                                                                                                                              Ove rg
                                                                                                                                                                                                                                                                                                                                       Top of Awning
                                                                                                                                                                                                                                                 Existing Building




                                                                                                                                                                                rown
                                                                                                                                                                                                                                                                                                                             1.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.10




                                                                                                                                                                                   Gard
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               IO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     165°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         40.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.23




                                                                                                                                                                                       en
                                                                                                                                                                                                                                                                                                                                              1.28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           34
                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.18                                                                                                 Deck
                                                                                                                                                                                                                                                                                                                                                                                                                  1.19
                                                                                                                                                                                                                                                                                                                                                                                                                                               Septic Tank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.46
                                                                                                                                                                                                    1.14                                                                                                                                                        1.28                                                                                                                                                                                                                                                                Top of Wall
                                                                                                                                                                                1.14                                                                                                                                                                                                                                                                                    1.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                1.08                                                                                                                      3.68                     1.15
                                                                                                                                                                                                                                                                                                                                                       1.28                                                                                                                                                                                                        Deck Level                                                                       BUP104209
                                                                                                                                                                                                                                                                                                                                                                                              1.38




                                                                                                                                                                           40.2
                                                                                                                                                                            344°5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.24
                                                                                                                                                                                                                                                                                                                                                        1.27           1.26




                                                                                                                                                                                34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.05




                                                                                                                                                                                                                                                                                                                                                                                                               40.2
                                                                                                                                                                                  4'




                                                                                                                                                                                                                                                                                                                                                                                                                344°5
                                                                                                                                                                                                                                                                                                                                             1.28                1.26




                                                                                                                                                                                                                                                                                                                                                                                                                    34
                                                                                                                                                                                                                                                                                                                      1.30                                                                                                                                                                                                                                                      1.06




                                                                                                                                                                                                                                                                                                                                                                                                                      4'
                                                                                                                                                                                                                                                                                                                                                                                                      1.38                                                       1.04                                                                                                                                                       1.09
                                                                                                                                                                                                              1.02                                                                                                                    Paving
                                                                                                                                                                                                                                                                 Deck                                                   1.30
                                                                                                                                                                                             1.02                                                                                         1.18
                                                                                                                                                                                                                                                                 1.17
                                                                                                                                                                                                                                                                                                                                     1.30               1.24                                   1.32




                                                                                                                                                                                                                                                                                                           Step
                                                                                                                                                                                                                                                                                        3.01                                 1.29




                                                                                                                                                                                                                                                                                                                s
                                                                                                                                                                                                                                                                                 Deck Level                                                                    1.30                                                                                                                                                                                                                    1.05
                                                                                                                                                                                                                                                                                                                                                                                    1.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.08

                                                                                                                                                                                                                                                                                                 1.25                                                          1.39
                                                                                                                                                                                                                                                                                                                                     1.26
                                                                                                                                                                                                       1.05                                                                                                         1.24                                                                                                                                                         Palm Clump
                                                                                                                                                                                                                     1.15                                                                                                                                                                                                                                                                                           1.12

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.21
                                                                                                                                                                                                                                                                                                                                                                                                 1.60                                                       1.08                                                                                                                        Palm Clump
                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.05                                                                                                                                                                                          2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.11                                                                     Top of Wall
                                                                                                                                                                                                                                                                                                                                                               1.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.07 1.16                            1.14                                                                                                                                       1.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.04 1.15                                                                1.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.14                                                                                                                                         1.15 1.17
                                                                                                                                                                                                                                        1.2                                                                                                                                                                                                                                                                                                                                                                                  1.05
                                                                                                                                                              5                                                                                                                                                                                                                                                                                                                              1.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.11
                                                                                                                                                                                                                                                                                          1.25
                                                                                                                                                           RP79817                                                                                                                                                                                                     1.32

                                                                                                                                                                                                                 1.22
                                                                                                                                                                                                                                                            1.23
                                                                                                                                                                                                                                                                                  6                              1.20
                                                                                                                                                                                                                                                                                                                           1.21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.05

                                                                                                                                                                                                                                                            1.2                                                                                                                                                                                                                                     1.12                                                                                                                    Clothes Line
                                                                                                                                                                                                                                                                               1.20                                 1.20                                                        1.23
                                                                                                                                                                                                                                                                                               1.20
                                                                                                                                                                                                                        1.18                              1.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.17
                                                                                                                                                                                                                                                                                                                                             1.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.2                                               2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.4                                              Top of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.21                 ank
                                                                                                                                                                                                                                                                                                                                                                                              1.26                                                                                                                                                                                     of B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    om
                                                                                                                                                                                                                                                                                        1.14                                                                                                                                                                                                                                                                                    Bott                                          1.6
                                                                                                                                                                                                                                                                                Clothes Line                                                                                                                                                                                                                                                                                                                                   1.8
                                                                                                                                                                                                                                     1.13                                                                                                                                                                                                                                                                                                           1.33      1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2                             2.45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.34
                                                                                                                                                                                                                                                                                                                                                              1.41                                   1.26                                                                                                                                                                                                                        2.2       59
                                                                                                                                                                                                                                                     1.19                                                                                                                                                                                                                                                           1.30                                                                                                              15.2
                                                                                                                                                                                                                                                                                                                              1.13                                                                                                                                                                                                                                                                                     2.41       2.4         '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.45     1.39                                                                                         5 5° 0  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Bank
                                                                                                                                                                                                                                                                                                                                                                                       1.50                                                                                                                                                                                   Top of
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ce
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.92      2.30           2.40                             r Fen
                                                                                                                                                                                                                                                                                                                                              1.19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.41                                                                                     Timbe                                                                                     s*
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  cord
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Fro   m Re
                                                                                                                                                                                                                                                                                                                                                                                                                                        1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            er    Line
                                                                                                                                                                                                                                                  1.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.35                                                                                                                                                *Sew
                                                                                                                                                                                                                                                                                                 1.2                                                                                                                                                                    1.33
                                                                                                                                                                                                                                                                                                                                                          1.25


                                                                                                                                                                                                                                                                                                                                                                                                                     1.35


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CP
                                                                                                                                                                                                                                                                                                                                                1.21
                                                                                                                                                                                                                                                                                                                                                 05                                                                                                                                                                                                                                                                          BUP103813
                                                                                                                                                                                                                                                                                                                1.30                        18.1
                                                 EXISTING SURVEY SITE PLAN                                                                                                                                                                                                                                                                   25 5°
                                                                                                                                                                                                                                                                                                                                                   0'                                                                                                                                                                                                      Emt C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RP817453
                                                 Supplied by Skyline Surveys.                                                                                                                                                                                      1.31                  Timbe
                                                                                                                                                                                                                                                                                              r Fen
                                                                                                                                                                                                                                                                                                   ce
                                                                                                                                                                                                                                                                                                                                                           e From
                                                                                                                                                                                                                                                                                                                                                                   Recor
                                                                                                                                                                                                                                                                                                                                                                         ds*
                                                                                                                                                                                                                                                                                                                                                    er Lin                    *
                                                                                                                                                                                                                                                                                                                                                *Sew                 Re cords
                                                                                                                                                                                                                                                                                                                                                                   m
                                                                                                                                                                                                                                                                                                                                                             e Fro
                                                                                                                                                                                                                                                                                                                                                       er Lin                                                                              Emt D
                                                                                                                                                                                                                                                                                                                                                  *Sew
                                                                                                                                                                                                                                                                                                                                                                                                                                          RP817422
 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                              Revision Schedule                                                                                                                         Client Name:                The Property Clinic
                                                                                         Revision Number                     Revision Description                               Revision Date                                      Issued by                            Project Address:            No. 113 Gympie Terrace, Noosaville                                                                                                                                                                                                                                                                                             Sheet Number: 02                                            Project Number:16-024
                                                                                                                                                                                                                                                                        Climate Zone:               2
                                                                                                                                                                                                                                                                        Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Existing Survey Plan
Phone: 0488209840
email: [email protected]                                                                                                                                                                                                                           Project Issue Date:         20/09/2016                                                                                                                                                                                                                                                                                                                     Project Status:                                DA Set 1.0            Scale: 1 : 200
website: www.iconbuildingdesign.com.au                                                                                                                                                                                                                                  Checked/Signed By Director: Bradley Hunt                                                                                                                                                                                                                                                                                                                   Drawn By:                                      BJH                   QBCC LIC# 126221

Page 29

                                                                                                                                                                                                                                                                                                                                                                             ath
                                                                                                                                                                                                                                                                                                      1.18                    1.24                                     Fo otp
                                                                                                                                                                                                                                                                                                         1.20
                                                                                                                                                                                                                              ace
                                                                                                                                                                                                                                                                                                                                  ds *                                                                          1.35
                                                                                                                                                                                                                                                                                                1.2                        Rec or

                                                                                                                                                                                                                        e Terr
                                                                                                                                                                                                                                                                                                          1.21
                                                                                                                                                                                                                                                                                                                       rom
Real Property Description                  Existing Pathway                                                                                                                                                         i
                                                                                                                                                                                                                                                               1.06
                                                                                                                                                                                                                                                                                                      *Tels
                                                                                                                                                                                                                                                                                                            tra L
                                                                                                                                                                                                                                                                                                                 in e F


                                                                                                                                                                                                                Gymp
                                                                                                                                                                                                                                                                                                                                                                                              WM
                                                                                                                                                                                                                                                                                                                       From
                                                                                                                                                                                                                                                                                                                            Rec or
                                                                                                                                                                                                                                                                                                                                   ds*                                                                                                                                                                                                                                                           Real Property Description
Lot 6 on R.P. 79817                        Design in accordance and rectify                                                                                                                                                                                                                                    r Lin e           1.26
                                                                                                                                                                                                                                                                           1.24                        *Wa te                                                                                                                                                                                                                                                                                    Lot 18 on R.P. 66590
Parish of Tewantin                         existing pathway to regulations                                                                                                                                                                                                                                       1.24                                                                                       1.44
                                                                                                                                                                                                                          1.19                                     1.25                                                     75 °0
                                                                                                                                                                                                                                                                                                                                    '
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Proposed bin storage                                                                                                                    Parish of Tewantin




                                                                                                                                                                                                                                                                                                                                                                                wer*
                                                                                                                                                                                                                                                                                                                                                                                                                            1.58
County of March                            stated in SEQ R056                                                                                          1.19                                             1.08                                                       TELE PIT
                                                                                                                                                                                                                                                                                                                             15.3
                                                                                                                                                                                                                                                                                                                                    29
                                                                                                                                                                                                                        1.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 County of March




                                                                                                                                                                                                                                                                                                                                                                          ead Po
                                                                                                                                                    SCREW                                                                                                                                                                                                                                                     1.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                         (Screened from view with Front Fence




                                                                                                                                                                                                                                                                                                                                                                                                                            Block
                                                                                                                                                                                                                                                                            1.27
Area :      728 m²                                                                                                                                                                                                                      ath
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Area :      615 m²




                                                                                                                                                                                                                                                                                                                                                                    6690
                                                                                                                                                                       1.18                                                       Fo otp




                                                                                                                                                                                                                                                                                                                                                                    *Overh
                                                                                                                                                                              1.19                                                                                                                                                                                                                                                                       and screening)




                                                                                                                                                                                                                                                                                                                                                                                                                              Wa ll
                                                                                                                                                                                                                                                                                                                                                                     OMP
Site Cover : 38.5%                                                                                                                                                          1.23
                                                                                                                                                                                                                                                                                                                                 D/Way
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Site Cover : 37.2%
Total Landscaping : 10.6%
                                                                                                                                                                                                                          1.27
                                                                                                                                                                                                                           1.26                                                                                                                                                                                                                          Proposed Pool                                                                                                                           Total Landscaping: 13%
                                                                                                                                                                                                                                                                                                                                           1.26                                                                1.24
Planting Beds Shown: 78m²                                                                                                                                                                                                                                                                                                                         1.26                                                                                                   Location and size to be verified.                                                                                                       Planting Beds Shown: 80m²
Total GFA: 321.4m²                         Proposed Front Wall                                                 1.2
                                                                                                                                                                        1.25            1.27
                                                                                                                                                                                                                                                                                                                                                                                              1.27
                                                                                                                                                                                                                                                                                                                                                                                                                   1.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Total GFA : 276.3m²
                                           To be rendered and painted.
                                                                                                    PP1.22
                                                                                                                                                      1.25
                                                                                                                                                                                     75 °0
                                                                                                                                                                                             '
                                                                                                                                                                                                                                                             Screened
                                                                                                                                                                                                                                                                                                                                                      1.27                                                                                               Existing Driveway
                                           Positioned 1m from front boundary.                                                                                                                                                                                                                                                                                                                                                                            Removed existing driveway crossover
                                                                                                                                                                                                                                                             Bin Storage 2750
                                           To be softened by street front landscaping.                                                                                                                                                                                                                                                                                                                                                                   and re-construct kerb as required.
                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                             2751.33                                                                                                                                                                                     SEQ R050
                                           Max. height 1.8m                        WM
                                                                                                                                                                                                                                        1.25
                                                                                                                                                                                                                                                      1.22
                                                                                                             1.20
                                                                                                                                                                                                                                                                                            e                                                                                                                                                            Proposed Unit P.O.S
                                                                                                                                                                                                                                                                                 al slop
                                                                                                                                                                                                                                                         3.63

                                                                                                                                                                                                                                                                          Minim ay
                                                                                                                                                                                                                                               Top of Awning
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Approximately 85m2 private open space




                                                                                                                                                                7501
                                                                                                                                                                                                                               1.28
                                                                                                                                                                                                                 1.29
                                                                                                                                                                                                                                                                                   ew
                                                                                                                                                                                                                                                                          in driv t this




                                                                                                                                                                 OMP
                                           Proposed Unit P.O.S




                                                                                                                                                                                                                                                                                                                                                            10°
                                                                                                                                                                                                                                                                                       a                                                                                                                                                                 to be verified onsite.
                                                                                                                                                                                                                                        1.24
                                                                                                                                                                                                                                                                           design for
                                           Approximately 101m2 private open space
                                                                                                                                                                                                                                                                            lo c a ti o n
                                                                                                                                                                                                                                                                                         l swin
                                                                                                                                                                                                                                                                                                g                                                                                                10°
                                           to be verified onsite.                                                                                                                                                                                                                  r n a
                                                                                                                      1.26
                                                                                                                                                                                                                                               1.29
                                                                                                                                                                                                                                                                             inte
                                                                                                                                                                                                                                                                              gates
                                           Proposed Pool                                                                                                                                                                                                                                                                10°
                                           Location and size to be verified.                                                                                                                                                                                                                                                                                                                                                                                                                Proposed Duplex




                                                                                                                                                                                                                                                                                                                                                                                                                                                             Blo ck
                                                                                                                                                                                                                                                      1.28                                                                                                                                                                                       1.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FFL 2.82m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                Re ta
                                                                                                                                                               15°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Location and size to be verified.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ining
                                                                                                                                                                                                                                                                                                                                                                                                                                                2067




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Wall
                                                                                                                               1.2                                                                                                                                                                                                                                                                                                              1.22
                                                                                                                                                                                                                                                                       3.63

                                                                                                                                                                                                                                                                                                                                                                                                                                                L.Wall




                                                                                                                                                                                                                 3°
                                                                                                                                                                                                                                                             Top of Awning




                                                                                                                                                                                                                                                 3°
                                                                                                                                                                                                                                                                                                                                                                                                                                               2782




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  165°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      40.2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Top of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Proposed Clothes line
                                                                                                                                             1.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CP
                                           Proposed Landscaping
                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Location and size to be verified
                                                                                                                                                                                                                                                                                                                                                                                                                          10°                                                                                    BUP104209
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            on site.
                                                                                                                                                               15°
                                                                                                                                     344°5




                                           In accordance with operational works and landscaping
                                                                                                                                                                                                                                                                                                                                                                    10°
                                                                                                                                       4'




                                           designer plans.
                                                                                                                                                     1517                                                                                                                                                                                                                                                                                                                                1.09                                                               Proposed Landscaping
                                           Proposed Clothes line                                                                                        1.02                                                                                                                                                                                                                                                                                                                                                                                                In accordance with operational works and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            landscaping designer plans.
                                           Location and size to be verified                                                                                                                                                      5°
                                           on site.
                                                                                                                                                                3421                                           5°                                                                                                                                                                                                                                                                                                                                           Proposed Clothes line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Location and size to be verified




                                                                                                                                                                                                                                                                                                                                                                                                                                             10°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            on site.

                                           Proposed Duplex                                                                                                                                                                                              10°                       Screened
                                                                                                                                                                                                                                                                                                                                         1.05                                                                                                                                                                        2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Top of Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Existing Retaining Wall
                                                                                                                                                                                                                                                                                                                                         1.07 1.16                                                                                                                                                    1.09
                                                                                                                                                                                                                                                                                  Bin Storage                                              1.04 1.15                                                                                                                                                                                                        Top of wall RL 2.47m
                                           FFL 2.82m
                                                                                                                                                                                                                                                                                                                                  1.14
                                                                                                                                                                                                                                                                                                                                                               10°                                                                                                                          2169
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.05
                                           Location and size to be verified.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OMP
                                                                                                                        5
                                                                                                                     RP79817                                                                                                                                                                                                                                                                                                                                                                                                                                Existing Fencing




                                                                                                                                                                                                                                                                                                                                                                                                                                10°
                                                                                                                                                                     1.22                                                                                                                                                                                                                                                                                                                                                                                   Timber fence to remain as required
                                                                                                                                                                                                                                                                                                                                             1.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.05                                          between existing multi residential
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Clothes Line                                                       complex.
                                                                                                                                                                         1.18
                                           Proposed Clothes line                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Proposed Unit P.O.S
                                                                                                                                                                                                                                                                   3°

                                                                                                                                                                                                                                                                                                                                                    1.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4802
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Approximately 85m2 private open space




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OMP
                                           Location and size to be verified
                                                                                                                                                                                                                                                                                                                        3818                                                                                                          1.21                                                       1.4                                       Top of Wall

                                           on site.                                                                                                                                                                                                                                                                                                                                                                                                                                               1.6                                                       to be verified onsite.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.8
                                                                                                                                                                                     1.13                                                                                                                                                                                                                            1.33      1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2                      2.45
                                                                                                                                                                                                                                                                                                                                                                                                                   1.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.2       59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          15.2
                                           Proposed Rear & Side                                                                                                                                     1.19                                                                                                                                                                               1.30
                                                                                                                                                                                                                                                                                                                                                                                                     1.45   1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.41              2.4       0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             25 5°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED SITE PLAN Scale 1:200
                                                                                                                                                                                                                               15°




                                                                                                                                                                                                                                                                                                                                                                                                                                                      Bank
                                           Fencing                                                                                                                                                                                                                                                                                                                                       1.92          2.30          2.40
                                                                                                                                                                                                                                                                                                                                                                                                                                             Top of
                                                                                                                                                                                                                                                                                                                                                                                                                                                   r Fen
                                                                                                                                                                                                                                                                                                                                                                                                                                                        ce

                                           Timber fence 1.8m - consultation between neighboring lots to                                                                                                                                                                                                                                                                                                                                       Timbe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               cord   s*                                      All stormwater drainage shall be in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Fro   m Re

                                           clarify the extent of fencing required.                                                                                                               1.17
                                                                                                                                                                                                                                                                                                                          1.39
                                                                                                                                                                                                                                                                                                                                                             1.35                                                                                                                                    *Sew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         er    Line                                                           accordance with A.S. 3500.3.
                                                                                                                                                                                                                                  1.2                                                                                                                1.33
                                                                                                                                                                                                                                                                            1.25

                                           Existing Vegetation                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                All stormwater drainage shall be in
                                                                                                                                                                                                               5045




                                                                                                                                                                                                                                                                                                           1.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              accordance with N.S.C.
                                                                                                                                                                                                                OMP




                                           To be removed as required.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CP
                                                                                                                                                                                                                                                                 1.21
                                           Proposed P.O.S                                                                                                                                                                                1.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BUP103813                                                                           All stormwater drainage design is
                                                                                                                                                                                                                                                               25 5°
                                                                                                                                                                                                                                                                     0'                                                                                                                                                     Emt C                                                                                                                                             preliminary and shall be confirmed
                                           Approximately 120m2 private open space                                                                                                                                                                                                                                                                                                                                           RP817453
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              by a licensed plumber as this only
                                                                                                                                                                                                                               r Fen
                                                                                                                                                                                                                                    ce                                                      ds*
                                                                                                                                                                                                                                                                                      Recor
                                           to be verified onsite.                                                                                                                                               1.31      Timbe                                              e From
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              forms a guide.
                                                                                                                                                                                                                                                                  *Sew
                                                                                                                                                                                                                                                                      er Lin

                                                                                                                                                                                                                                                                          er Lin
                                                                                                                                                                                                                                                                                e Fro
                                                                                                                                                                                                                                                                                      m Re cords
                                                                                                                                                                                                                                                                                                 *
                                                                                                                                                                                                                                                                                                                                                                                              Proposed Pool
                                                                                                                                                                                                                                                                                                                              Emt D
                                                                                                                                                                                                                                                                      *Sew                                                                                                                    Location and size to be verified.
                                                                                                                                                                                                                                                                                                                             RP817422
 C   COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.


                                                                                                                                     Revision Schedule                                                                                                       Client Name:                The Property Clinic
                                                                                       Revision Number                     Revision Description                                         Revision Date                      Issued by                         Project Address:            No. 113 Gympie Terrace, Noosaville                                                                                                                                                                                                                         Sheet Number: 03                             Project Number:16-024
                                                                                 A                                      DA Set 1.0                                                   20/09/2016                          B.Hunt
                                                                                                                                                                                                                                                             Climate Zone:               2
                                                                                                                                                                                                                                                             Wind Category:              To engineers spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Proposed Site Plan
Phone: 0488209840
email: [email protected]                                                                                                                                                                                                                Project Issue Date:         20/09/2016                                                                                                                                                                                                                                                 Project Status:     DA Set 1.0                                   Scale: As indicated
website: www.iconbuildingdesign.com.au                                                                                                                                                                                                                       Checked/Signed By Director: Bradley Hunt                                                                                                                                                                                                                                               Drawn By:           BJH                                          QBCC LIC# 126221

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