Skip to the record
Mmm.. taste the original NoosaWatch™

Council archive · source document

Appendix C - Current Development Approval · MCU25/0053.01

of 28

Text shows just the words. Original shows the document exactly as it was published.

Original PDF page 1, section 1. The text section number identifies this passage in the reader.

Appendix C – Current Development
Approval (MCU25/0053 and
OPW25/0074)




Other Change Application - 7 Noosa Parade   45
Full text of sections 2 to 14 (of 28)

Section 2

                                                                           Officer:             Matthew Pinese
                                                                           Direct Telephone:    07 53296316
                                                                           Our Reference:       MCU25/0053 OPW25/0074
                                                                           Your Reference:      P0041116

               28 November 2025


               Seymour Leisure P/L TTE
               C/- Urbis Pty Ltd
               Level 32, 300 George Street
               BRISBANE 4000
               [email protected] [email protected]



               Dear Hannah,
                                                         Decision Notice
                                                         Planning Act 2016

               I refer to your application and advise that on 21 November 2025, Council decided to approve the
               application subject to conditions.
               Details of the decision are as follows:
               1.      APPLICATION DETAILS

                   Application No:              MCU25/0053 and OPW25/0074

                   Street address:              7 Noosa Parade, Noosa Heads Qld 4567

                   Real property description:   BUP10936

                   Planning Scheme:             Noosa Plan 2020 (25 September 2020)

               2.      DECISION DETAILS

               Council decided to issue the following type of approval:
               •       Development Permit for Material Change of Use – Dwelling house (Basement)
               •       Development Permit for Operational Works – Excavation
               3.      CURRENCY PERIOD OF APPROVAL

               The currency period for this development approval is stated in the conditions below.
               4.      ASSESSMENT MANAGER CONDITIONS

                           DEVELOPMENT PERMIT FOR MATERIAL CHANGE OF USE (MCU25/0053)
                                                 DWELLING HOUSE (BASEMENT)
               PLANNING
               When Conditions must be Complied With
               1.      Unless otherwise stated, all conditions of this Decision Notice must be complied with prior to
                       the use commencing, and then compliance maintained at all times while the use continues.

               ABN 97.969.214.121                                                                     PO Box 141
               noosa.qld.gov.au                                                                Tewantin QLD 4565
               [email protected]                                                                07 5329 6500
                                                                                                           Page 1 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 3

                      Currency Period
               2.     This development approval lapses if the use has not happened by 21 November 2031,
                      unless an application to extend the currency period is approved by Council.
                      Approved Plans
               3.     Development authorised by this approval must be undertaken generally in accordance with
                      the Approved Plans listed in the table below.

                        Plan No.           Rev.    Plan/Document Name                                      Date

                        24048 AR 10.01       4     Site Plan – Existing, Grid Setout and Proposed 22/09/2025
                                                   prepared by Bureau Proberts

                        24048 AR 21.01      10     G.A. Basement Plan prepared by Bureau Proberts 22/09/2025

                        24048 AR 21.02       9     G.A. Ground Floor Plan prepared by Bureau 22/09/2025
                                                   Proberts

                        24048 AR 21.03       8     G.A. First Floor Plan prepared by Bureau Proberts 22/09/2025

                        24048 AR 21.04       7     G.A. Roof Plan prepared by Bureau Proberts              22/09/2025

                        24048 AR 30.01       7     North and South Elevations prepared by Bureau 22/09/2025
                                                   Proberts

                        24048 AR 30.03       7     East and West Elevations prepared by Bureau 22/09/2025
                                                   Proberts

                        24048 AR 40.01       9     Sections 1 and 2 prepared by Bureau Proberts            22/09/2025

                        24048 AR 40.02       7     Sections 3 and 4 prepared by Bureau Proberts            22/09/2025

                        24048 AR 40.03       7     Sections 5 and 6 prepared by Bureau Proberts            22/09/2025

                      Car Parking
               4.     Car parking spaces must be provided on site as shown on the approved plans and made
                      available and accessible at all times for residents. Vehicle manoeuvring areas are provided
                      on site in accordance with the Australian Standards for Off-street car parking so vehicles
                      enter and leave the site in a forward gear.
                      Lighting Amenity
               5.     No flood lighting must be used on site. Any vertical illumination resulting from direct, reflected
                      or other incidental external lighting emanating from the site must not exceed 8 lux when
                      measured at any point 1.5 metres outside the boundary and at any level from ground level
                      upward.
                      Environment
               6.     Sediment or any other material including building materials or waste products must not be
                      deposited or released into the road reserve, stormwater drain or adjacent properties.
                      Landscaping Works
               7.     A minimum of 20% of the site must be retained as soft landscaping.
                      Side boundaries are to include a mix of vegetation which includes shrubs and trees. The
                      plants are to be sourced from the Noosa Plan 2020 - PSP2 Landscaping planning scheme
                      policy and maintained for the life of the use at the site.




                                                                                                         Page 2 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 4

                      Existing vegetation in the road reserve must be retained, unless written authorisation from
                      Council is granted for the clearing.
                      Fencing
               8.     The maximum height any fences adjoining a residential use must not exceed 2.0m above
                      the natural ground level at any point. Unless is required to satisfy the acoustic condition of
                      this notice and accepted as generally in accordance by Council.
               9.     Street fencing must be provided generally as shown on the Approved Plans, and not exceed
                      1.8 metres in height along Noosa Parade
               10.    The area of land between the fence and the front property boundary must be landscaped to
                      screen the fence from the street. Landscaping must not encroach more than 500 millimetres
                      into the road reserve or within 1.5 metres of a sealed footpath.
                      Property Access and Driveways
               11.    Vehicle access to the subject site is limited to the constructed driveway only. A clause must
                      be included in the contract of sale for the subject site which requires vehicle access to be
                      from the constructed driveway only, and which prohibits the driveway from being relocated
                      without Council agreement.
               12.    Car parking spaces must be provided on site as shown on the approved plans and always
                      made available and accessible for residents. Vehicle manoeuvring areas are to be provided
                      on site in accordance with the Australian Standards for Off-street car parking so vehicles
                      enter and leave the site in a forward gear.
                      Stormwater Drainage
               13.    The site must be provided with a stormwater drainage system connecting to a lawful point of
                      discharge without causing scour or damage to the subject site or any adjoining properties.
                      Easements
               14.    Unless otherwise agreed in writing by the relevant service provider, any public or third party
                      infrastructure located on the subject site must be placed within an easement registered
                      against the title of the property.
               15.    All easements must be designed in accordance with the planning scheme and granted at no
                      cost to the Grantee. Where the Grantee is Council or a service authority, the easement
                      documentation must be in accordance with the Grantee’s standard easement terms. Draft
                      easement documentation must be submitted to Council for endorsement.
               16.    All works must be kept clear of any existing or proposed easements on the subject land,
                      unless agreed otherwise in writing by the Grantee.
                      Geotechnical Stability
               17.    All works must be carried out in accordance with the recommendations contained in PTG
                      Consulting’s Geotechnical Investigation Report (PTG/01608-0001, Rev. 0) dated 28
                      February 2025 and endorsed as part of the building approval.
               18.    A dilapidation survey must be carried out of all adjacent properties, structures and
                      infrastructure prior to the commencement of works and endorsed as part of the building
                      approval.
                      Acid Sulfate Soils
               19.    All works must be carried out in accordance with PTG Consulting’s Acid Sulfate Soil
                      Management Plan (PTG/01608-0002, Rev. 0) dated 11 April 2025 and endorsed as part of
                      the building approval.
                      Dewatering
               20.    All dewatering works must be carried out in accordance with ADG Consulting’s Dewatering
                      Management Plan (ADG1777.25, Rev. 0) dated 1 May 2025 and endorsed as part of the
                      building approval.


                                                                                                      Page 3 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 5

                      Earthworks and Retaining Walls
               21.    All earthworks and associated batters/retaining structures, both above and below ground
                      level, both temporary and permanent, must be undertaken in accordance with the conditions
                      of this approval and contained entirely within the subject site unless written permission from
                      the respective landowner(s) is provided to Council.
               22.    All retaining walls must be designed and constructed in accordance with the planning scheme
                      and must be certified by an RPEQ where exceeding 1.0m in height.
                      Damage to Services and Assets
               23.    Any damage caused to existing services and assets as a result of the development works
                      must be repaired at no cost to the asset owner at the following times:
                      a.      where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
                              or
                      b.      where otherwise, upon completion of the works associated with the development.
                      Any repair work which proposes to alter the alignment or level of existing services and assets
                      must first be referred to the relevant service authority for approval.


                              DEVELOPMENT PERMIT FOR OPERATIONAL WORKS (OPW25/0074)
                                                         (EARTHWORKS)
               APPROVED PLANS
               1.     Development undertaken in accordance with this approval must generally comply with the
                      approved plans of development. The approved plans are listed in the following table unless
                      otherwise amended by these conditions.

                           Plan No.          Rev.    Plan/Document Name                            Date

                           0423 – OW3.1        B     Bulk Earthworks Plan prepared by SCG 1/05/2025
                                                     Consulting
                                                     As annotated by Council

                           0423 – OW3.2        B     Earthworks Sections prepared by SCG 1/05/2025
                                                     Consulting
                                                     As annotated by Council

                           0423 – OW3.3        A     Earthworks Sections prepared by SCG 1/05/2025
                                                     Consulting
                                                     As annotated by Council

               CURRENCY PERIOD
               2.     The Currency Period for this development approval lapses if the development has not
                      substantially started by 21 November 2027, unless an application to extend the currency
                      period is approved by Council.
               PRIOR TO COMMENCEMENT OF WORKS
                      Engineering
               3.     All necessary approvals from external service providers (e.g., Unitywater) and external
                      parties on which the development works are proposed have been obtained and a copy
                      supplied to Council.




                                                                                                      Page 4 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 6

               4.     A condition report including photographs of the frontage of the site must be completed prior
                      to any works commencing.
               5.     Any changes to the details associated with the supervising RPEQ or Principal Contractor
                      during construction, must be notified to council in writing within five business days of the
                      change occurring.
               6.     Any conflict between the development and an existing or proposed service must be referred
                      to the relevant service authority for determination prior to commencement of works.
               DURING CONSTRUCTION
                      Engineering
               7.     The developer must meet any costs to repair damage to any Council asset during
                      construction, where damage is a result of the development works. Damage to assets must
                      be repaired immediately where it creates a hazard to the community. In circumstances where
                      the damage does not create a hazard to the community, it must be repaired immediately on
                      completion of the works associated with the development.
               8.     All works must be supervised by a Registered Professional Engineer of Queensland (RPEQ)
                      who is independent of the Developer and Principal Contractor, and they must certify that all
                      works conform to the Operational Works permit. Where municipal works are involved, such
                      confirmation must be submitted for the respective hold points prior to any site inspection by
                      Council Officers.
               9.     All works must be constructed and work procedure undertaken in accordance with:
                      a.      The approved plans/documents and conditions detailed in this Decision Notice;
                      b.      All relevant Noosa Council Planning Scheme Policies, standard drawings, standard
                              specifications and guidelines; and
                      c.      The latest version of the Healthy Waterways document “Water Sensitive Urban Design
                              Technical Design Guidelines for South East Queensland” for all water quality devices
                              to be constructed on site.
                      Works within Road Reserve/Reinstatement
               10.    Safe pedestrian and vehicle access on all streets in the vicinity of the development must be
                      maintained at all times. Should footpath/road closures be necessary to carry out construction
                      works, Council’s Engineering Officer must be notified prior to the proposed closure and all
                      requirements complied with.
               11.    All frontage works must match neatly with existing road and verge/footpath features.
                      Additional works beyond the frontage may be required to provide an acceptable transition to
                      existing road and verge/footpath profiles.
               12.    Electrical conduits or other services proposed to be installed within existing and proposed
                      road reserves under existing sealed carriageways, concrete pathways, concrete/sealed
                      driveways or significant vegetation must be installed by boring. Trenching is not permitted,
                      unless specifically approved by Council.
                      Earthworks and Retaining Walls
               13.    All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines
                      on Earthworks for Commercial and Residential Development.
               14.    All earthworks and associated batters/retaining structures, both above and below ground
                      level, both temporary and permanent, must be contained entirely within the subject site
                      unless written permission from the respective landowner(s) is provided to Council. The
                      retaining systems shown on the engineering drawings do not form part of this approval.
               15.    Fall protection must be provided to retaining walls that are over 1m high.
               16.    Slope and batters are a maximum grade of:
                      a.      1 in 6 where in proximity to waterbodies;


                                                                                                     Page 5 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 7

                      b.      1 in 4 for grassed areas;
                      c.      1 in 3 for planted areas; and
                      d.      1 in 2 for combined structural engineering and planting solutions.
                      Stormwater Drainage
               17.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               18.    Works associated with this permit must not adversely impact on the existing drainage
                      conditions on other properties (e.g., by blocking or interfering with natural overland flows).
               19.    Construction of all internal stormwater drainage works must comply with the relevant
                      section/s of Australian Standard AS/NZS 3500.3.
                      Erosion and Sediment Control
               20.    Prescribed Water Contaminants (as defined in Schedule 10 of Environmental Protection
                      Regulation 2019) must not be released from the site or to waters within the site, or be likely
                      to be released should rainfall occur, unless all reasonable and practicable measures are
                      taken to prevent or minimise the release and concentration of contamination.
               21.    Sediment and erosion control measures must be in place prior to works commencing. If such
                      measures are not in place or are not satisfactory, “on the spot” fines may be issued. Such
                      fines can be issued if sediments from the site are found to enter or have the potential to enter
                      Council’s stormwater system, natural waterways, any downstream stormwater filtration
                      system or adversely impacting on other properties. The sediment and erosion control design
                      and measures have NOT been approved, it is the site's Supervising Engineer who is
                      responsible for ensuring that the sediment and erosion control measures have:
                      a.      Been duly designed by an RPEQ or CPESC and constructed in accordance with "best
                              practise" methods,
                      b.      Been revised by an RPEQ or CPESC to address the issues raised by changes in the
                              projected construction schedule and/or methods,
                      c.      Been revised to address predicted rainfall events, and
                      d.      Achieve the desired environmental outcomes.
                      Council may request further controls to be installed should the implemented measures be
                      found inefficient.
               22.    The erosion and sediment control measures must be designed, installed and maintained in
                      accordance with the supervising engineer instructions and the current best practice
                      standards.
                      (*) Refer to Advisory Note.
               23.    The developer must ensure non-essential exposure of soil is prevented by restricting the
                      extent of disturbance and minimising the duration of soil exposure to adverse weather
                      conditions and effectively turf, cover or stabilise any disturbed area without delay and prior
                      to rainfall occurring.
               24.    The developer must ensure sediment does not leave the site or enter onto adjoining
                      properties or Council’s drainage system due to surface runoff or on tyres of vehicles and/or
                      machinery. It is essential to implement appropriate approved erosion and sediment control
                      measures throughout the site during all phases of construction including vehicle shakedown
                      pad/grid (or similar) at the access to the construction site. Where sediments or other
                      contaminants are deposited on a road, they must be removed so as not to enter Council’s
                      drainage system or waterways.
               25.    Prior to the completion of the development and commencement of use, all site surfaces must
                      be effectively stabilised using methods which have achieved effective short-term stabilisation
                      and which will continue to achieve effective stabilisation in the medium to long-term.



                                                                                                       Page 6 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 8

                      For the purpose of this condition, an effectively stabilised surface is defined as one that does
                      not, or is not likely to result in visible evidence of soil loss caused by sheet, rill or gully erosion
                      or lead to sedimentation, or lead to water contamination.
                      Damage to Services and Assets
               26.    Any damage caused to existing services and assets as a result of the development works
                      must be repaired at no cost to the asset owner at the following times:
                      a.      where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
                              or
                      b.      where otherwise, upon completion of the works associated with the development.
                      Any repair work which proposes to alter the alignment or level of existing services and assets
                      must first be referred to the relevant service authority for approval.
               5.     REFERENCE DOCUMENTS

                Plan No.                   Rev.   Plan/Document Name                                      Date

                PTG/01608              –    O     Geotechnical Investigation Report prepared by 28/02/2025
                0001                              PTG Consulting

                PTG/01608              –    1     Acid Sulfate Soil Investigation Management Plan 11/04/2025
                0002                              prepared by PTG Consulting

                ADG1777.25                  O     Dewatering Management Plan prepared by ADG 1/05/2025
                                                  Consulting

               6.     REFERRAL AGENCIES

               Not applicable.
               7.     ADVISORY NOTES

               The following notes are included for guidance and information purposes only and do not form part
               of the assessment manager conditions:
               1.     An applicant for a development application may make an agreement with an assessment
                      manager, referral agency or other person to establish the responsibilities, or secure the
                      performance, of a party to the agreement about a development condition.
                      Building and Construction Industry (Portable Long Service Leave) Levy
               2.     The QLeave levy must be paid prior to the issue of a development permit where it is required.
                      Council will not be able to issue a Decision Notice without receipt of details that the Levy has
                      been paid.
                      General Advisory Notes
               3.     Council has undertaken an audit check of the Operational Works drawings in relations to the
                      proposed works. A detailed check of the calculations and drawings has not been undertaken,
                      as they have been certified by a RPEQ. The RPEQ bears full responsibility for all aspects of
                      the engineering design. Council reserves the right to require further amendments and/or
                      additions at a later date should design errors become apparent.
               4.     Should any changes or modifications to the approved plans be required as a result of
                      construction constraints, a “Request to change an existing approval” under the Planning Act
                      2016 must be made. Amended plans clearly indicating the changes must be lodged with this
                      application along with the appropriate fees.




                                                                                                             Page 7 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 9

                      Environmental Advisory Notes
               5.     The Environmental Protection Act 1994 states that a person must not carry out any activity
                      that causes, or is likely to cause, environmental harm unless the person takes all reasonable
                      and practicable measures to prevent or minimise the harm. Environmental harm includes
                      environmental nuisance. In this regard persons and entities, involved in the civil, earthworks,
                      construction and landscaping phases of this development are to adhere to their ‘general
                      environmental duty’ to minimise the risk of causing environmental harm.
                      Erosion and Sediment Control
               6.     Accepted best practice standards include International Erosion Control Association
                      Australasia Best Practice Erosion and Sediment Control.
               7.     Qualified Person, for the purpose of erosion and sediment control is a Certified Professional
                      in Erosion and Sediment Control (CPESC) or suitably experienced Registered Professional
                      Engineer of Queensland (RPEQ).
               8.     As a general rule, a site is determined to have achieved effective short-term stabilisation if
                      at the time of the plan sealing inspection:
                      a.      Methods of stabilisation are:
                              •    appropriate for slopes and slope lengths; and
                              •    are consistent with best practice environmental management practices such as in
                                   the Manual for Erosion and Sediment Control or the IECA Manual; and
                      b.      Stormwater runoff from the site is not currently and is not likely to result in visible
                              evidence of sedimentation or erosion, or lead to water contamination.
                      Road Reserve Permit
               9.     This development permit provides the applicant with written authority to undertake the
                      development in accordance with the conditions. Any additional activities that are undertaken
                      inside Council’s Road reserve for the purpose of acting on this development permit may
                      require a Road Reserve Permit. These additional activities may include, but are not limited
                      to, hoarding, pedestrian diversions, laneway closures, etc. To apply for a Road Reserve
                      Permit, or for more information, Contact Council’s Road Reserve Officer at
                      [email protected] Act 2014 – Fire Ant Control
               10.    Developers must remain vigilant for the presence of fire ants. Under the Biosecurity Act 2014,
                      individuals and businesses are responsible for ensuring that they follow the movement
                      controls for specific organic materials to help prevent the spread of fire ants within South
                      East Queensland’s fire ant biosecurity zones. Movement of a fire ant carrier from within a fire
                      ant biosecurity zone may need a biosecurity instrument permit. More information is available
                      on https://www.fireants.org.au/treat/business-andindustry/movement-controls.
               8.     PROPERTY NOTES

               Not applicable.
               9.     VARIATION APPROVAL DETAILS

               Not applicable.
               10.    FURTHER DEVELOPMENT PERMITS REQUIRED

                Development Permit for Building Works             All building work.

               11.    SUBMISSIONS

               Not applicable.




                                                                                                       Page 8 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 10

               12.    RIGHTS OF APPEAL

               You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
               Planning Act 2016 is attached.
               During the appeal period, you as the applicant may suspend your appeal period and make written
               representations to Council about the conditions contained within the development approval. If
               Council agrees or agrees in part with the representations, a negotiated decision notice will be
               issued. Only one negotiated decision notice may be given.
               13.    OTHER DETAILS

               If you wish to obtain more information about the decision, electronic copies are available online at
               www.noosa.qld.gov.au or at Council Offices.


               Yours faithfully



               Matthew Pinese
               Development Planner | Development Assessment
               Development & Regulation



               Enc:   Appeal Rights
                      Approved Plans/Documents




                                                                                                     Page 9 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 11

                                                                              Appeal Rights
                                                                              PLANNING ACT 2016 & PLANNING REGULATION 2017




               Chapter 6 Dispute resolution                                                   (3) The appellant or, for an appeal to a tribunal, the registrar must,
                                                                                                  within the service period, give a copy of the notice of appeal to –
               Part 1 Appeal rights
                                                                                                  (a) the respondent for the appeal; and
               229 Appeals to tribunal or P&E Court
                                                                                                  (b) each co-respondent for the appeal; and
               (1) Schedule 1 of the Planning Act 2016 states –
                                                                                                  (c) for an appeal about a development application under schedule
                   (a) Matters that may be appealed to –
                                                                                                      1, table 1, item 1 – each principal submitter for the
                         (i)   either a tribunal or the P&E Court; or                                 development application; and
                         (ii) only a tribunal; or                                                 (d) for and appeal about a change application under schedule 1,
                                                                                                      table 1, item 2 – each principal submitter for the change
                         (iii) only the P&E Court; and
                                                                                                      application; and
                   (b) The person-
                                                                                                  (e) each person who may elect to become a co-respondent for the
                         (i)   who may appeal a matter (the appellant); and                           appeal, other than an eligible submitter who is not a principal
                                                                                                      submitter in an appeal under paragraph (c) or (d); and
                         (ii) who is a respondent in an appeal of the matter; and
                                                                                                  (f)   for an appeal to the P&E Court – the chief executive; and
                         (iii) who is a co-respondent in an appeal of the matter; and
                                                                                                  (g) for an appeal to a tribunal under another Act – any other
                         (iv) who may elect to be a co-respondent in an appeal of the
                                                                                                      person who the registrar considers appropriate.
                              matter.
                                                                                              (4) The service period is –
               (2) An appellant may start an appeal within the appeal period.
                                                                                                  (a) if a submitter or advice agency started the appeal in the P&E
               (3) The appeal period is –
                                                                                                      Court – 2 business days after the appeal has started; or
                   (a) for an appeal by a building advisory agency – 10 business
                                                                                                  (b) otherwise – 10 business days after the appeal is started.
                       days after a decision notice for the decision is given to the
                       agency; or                                                             (5) A notice of appeal given to a person who may elect to be a co-
                                                                                                  respondent must state the effect of subsection (6).
                   (b) for an appeal against a deemed refusal – at any time after the
                       deemed refusal happens; or                                             (6) A person elects to be a co-respondent by filing a notice of election,
                                                                                                  in the approved form, within 10 business days after the notice of
                   (c) for an appeal against a decision of the Minister, under chapter
                                                                                                  appeal is given to the person.
                       7, part 4, to register premises or to renew the registration of
                       premises – 20 business days after a notice us published under          231 Other appeals
                       section 269(3)(a) or (4); or
                                                                                              (1) Subject to this chapter, schedule 1 and the P&E Court Act, unless
                   (d) for an appeal against an infrastructure charges notice – 20                the Supreme Court decides a decision or other matter under this
                       business days after the infrastructure charges notice is given             Act is affected by jurisdictional error, the decision or matter is non-
                       to the person; or                                                          appealable.
                   (e) for an appeal about a deemed approval of a development                 (2) The Judicial Review Act 1991, part 5 applies to the decision or
                       application for which a decision notice has not been given –               matter to the extent it is affected by jurisdictional error.
                       30 business days after the applicant gives the deemed
                                                                                              (3) A person who, but for subsection (1) could have made an
                       approval notice to the assessment manager; or
                                                                                                  application under the Judicial Review Act 1991 in relation to the
                   (f)   for any other appeal – 20 business days after a notice of the            decision or matter, may apply under part 4 of that Act for a
                         decision for the matter, including an enforcement notice, is             statement of reasons in relation to the decision or matter.
                         given to the person.
                                                                                              (4) In this section –
               Note –                                                                             decision includes-
                   See the P&E Court Act for the court’s power to extend the appeal
                                                                                                  (a) conduct engaged in for the purpose of making a decision; and
                   period.
                                                                                                  (b) other conduct that relates to the making of a decision; and
               (4) Each respondent and co-respondent for an appeal may be heard
                   in the appeal.                                                                 (c) the making of a decision or failure to make a decision; and
               (5) If an appeal is only about a referral agency’s response, the                   (d) a purported decision; and
                   assessment manager may apply to the tribunal or P&E Court to
                                                                                                  (e) a deemed refusal.
                   withdraw from the appeal.
                                                                                                  non-appealable, for a decision or matter, means the decision or
               (6) To remove any doubt. It is declared that an appeal against an
                                                                                                  matter-
                   infrastructure charges notice must not be about-
                                                                                                  (a) is final and conclusive; and
                   (a) the adopted charge itself; or
                                                                                                  (b) may not be challenged, appealed against, reviewed, quashed,
                   (b) for a decision about an offset or refund-
                                                                                                      set aside or called into question in any other way under the
                         (i)   the establishment cost of trunk infrastructure identified in           Judicial Review Act 1991 or otherwise, whether by the
                               a LGIP; or                                                             Supreme Court, another court, a tribunal or another entity; and
                         (ii) the cost of infrastructure decided using the method                 (c) is not subject to any declaratory, injunctive or other order of
                              included in the local government’s charges resolution.                  the Supreme Court, another court, a tribunal or another entity
                                                                                                      on any ground.
               230 Notice of appeal
                                                                                              232 Rules of the P&E Court
               (1) An appellant starts an appeal by lodging, with the registrar of the
                   tribunal or P&E Court, a notice of appeal that-                            (1) A person who is appealing to the P&E Court must comply with the
                                                                                                  rules of the court that apply to the appeal.
                   (a) is in the approved form; and
                   (b) succinctly states the grounds of the appeal.                           (2) However, the P&E Court may hear and decide an appeal even if
                                                                                                  the person has not complied with the rules of the P&E Court
               (2) The notice of appeal must be accompanied by the required fee.




                                                                                                                                                 Page 10 of 10
Document Set ID: 24343665
Version: 2, Version Date: 28/11/2025

Section 12

                                                                                                                                                      6
                                                                                                                                                   2.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GENERAL NOTES




                                                                                                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                                                                                                             es 43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VERIFY ALL DIMENSIONS AND LEVELS BEFORE COMMENCING WORK. DO NOT SCALE FROM DRAWING.




                                                                                                                                                                                                                                                                                                                                                                          1

                                                                                                                                                                                                                                                                                                                                                                                    )
                                                                                                                                                                                                                                                                                                                                                                                  ve
                                                                                                                                                                                                                                                                                                                                                                           (R 218
                                                                                                                                                                                                                                                                                                                                                                               er
                                                                                                                                                                                                                                                                                                                                                                              N
                                                                                                            5
                                                                                                         2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           COPYRIGHT




                                                                                                                                                             3
                                                                                                                                                          2.2
                    NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THE COPYRIGHT OF THESE DOCUMENTS AND ALL WORKS EXECUTED FROM THESE DOCUMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ON CREATION VEST IN THE ARCHITECT.




                                                                                                            4
                                                                                                         2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE

                    APPROVED PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LOCATION DESCRIBE HEREON


                                                                                                                                                                                                                                                                                                                                                              PARK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ce
                 MCU25/0053 & OPW25/0074




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              en
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            fF
                                                                                                                                                              6
                                                                                                                                                          2.26
                                                                                                                                         IT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       To 07
                                                                                                                                                          2.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         po
                                                                                                                                       EP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.
                                                                                                                                    L
                                                                                                                                 TE
                   21 NOVEMBER 2025




                                                                                                               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6
                                                                                                            2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4               MCU RFI RESPONSE                                                    22.09.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                   2


                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                                                                                   55.457 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.1
                                                                                                                                                                                                                                2.3




                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                           2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.8
                                                                                                                                                                                                                                                                                                                                                                                                                        2.2
                                                                                                                                                                                                                                                                                                                                                  2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3               CONSULTANT ISSUE                                                    02.05.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.1
                                                                                                                                                                                                                                                                                                                                                                  142° 02' 10"




                                                                                                               1
                                                                                                                                                                                         REMOVE FENCE                                                                                                                                                                                                                                                                                                     REMOVE FENCE                                                                                                                                                                                      2               CONSULTANT ISSUE                                                    30.04.25




                                                                                                            2.0




                                                                                                                                                                                                                                                                                                                                                            6




                                                                                                                                                                                                                                                                                                                                                                               6
                                                                                                                                                                                                                                                     all




                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                         2.6




                                                                                                                                                                                                                                                                                                                                                                            2.6




                                                                                                                                                                                                                                                                                                                                                                                                2.6
                                                                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                   fW




                                                                                                                                                                                                                                                                                                                            2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                       3




                                                                                                                                                                                                                                                                                                                                                                                                                                 2.6
                                                                                                                                                                                                                                                                                                                                                                                                                              2.6
                                                                                                                                                                                                                                                                                                                    2.6




                                                                                                                                                                                                                                                                                                                                          3




                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                              To 08




                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.6
                                                                                                                                                                                                                                                                                                                                       2.6
                                                                                                                                                                                                                                                po




                                                                                                                                                                                                                                                                                                                                                                                                                 7
                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1               UPDATED BASEMENT, STRUCTURE                                         11.03.25




                                                                                                                                                                                                                                                                                                                                                                                                              2.6
                                                                                                                                                                                                                                                                                   2.4
                                                                                                                                                                                                                                                4.




                                                                                                                                                                                                                                                                                     1




                                                                                                                                                                                                                                                                                                     te .59
                                                                                                                                                                                                                                                                                  2.4




                                                                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                   ut 2
                                                                                                                                                  9




                                                                                                                                                                                                                                                                                                                                                                                                                 2.6
                                                                                                                                                                                                                                                                                                        r
                                                                                                                                                                                                                                                                                                       0
                                                                                                                                              2.1




                                                                                                                                                                                                                                                         2




                                                                                                                                                                                                                                                                                                    2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   all 1
                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                         3
                                                                                                                                                                                                                                                      2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                f W 3.9
                                                                                                                                                                                                                                                                                                                      2.6




                                                                                                                                                                                                                                                                                                                                                                                                                       2.6
                                                                                                                                                                                                                2




                                                                                                                                                                                                                                                                                                 fG
                                                                                                                                                                                                             2.3
                                                                                                                                                      M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.6
                                                                                                                                                                                                                                    4




                                                                                                                                                                                                                                                                                            To 91
                                                                                                                                                                                                                                                                                              po
                                                                                                                                                                                                                                              5
                                                                                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                 2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REV DESCRIPTION                                                                     DATE




                                                                                                                                                                                                                                           2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.7
                                                                                                                                                                                                                                                                                              4.
                                                                                                                                                                                                                                2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              po
                                                                                                                                                                                                                                                         3




                                                                                                                                                                                                                                                                                                                                                                                                                         3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                                                      2.3




                                                                                                                                                                                                                                                                                                                                                                                                                      2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          T2 o
                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                     2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.6
                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                    REMOVE POOL                                                                                                                                                                                                                                                                                                                             REVISION SCHEDULE




                                                                                                                                                                                                                                                                                                      2.6
                                                                                                                                                                                                             ut .92




                                                                                                                                                                                                                                                                                                                                                                                                                           4
                                                                                                                                        FH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                           fG 4
                                                                                                                                                                                                                 r




                                                                                                                                                                                                                                                                                                                                                                                                                        2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.6
                                                                                                                                                                                                               te




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.8
                                                                                                                                                                                                                                                                                                                          4
                                           NOOSA PARADE




                                                                                                                                                                                                                                                                                                                       2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                                                                                              3




                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.7
                                                                                                                                                                                                                                                                                                           2.6




                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                         po




                                                                                                                                                                                                                                                                                                                                                                                                                     2.6
                                                                                                                                                                                                                                                                                                                                 2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOOSA INLET
                                                                                                                                                                                                       To
                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                                                                                          2
                                                                                                            2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.1
                                                                                                                                                                                                                                                                                                                                                                                                       2.6
                                                                                                                                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                                                                                                                    2.6
                                                                                                                                                                                                                                                                                                                3




                                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                   2




                                                                                                                                                                                                                                                                                                             2.6




                                                                                                                                                                                                                                                                                                                                                                                      2.6
                                                                                                                                                                                                                                                                                                                                                                  2.6
                                                                                                                               2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                                                                                                                                                                                                                                           2.6
                                                                                                                                                                    3




                                                                                                                                                                                            2.3




                                                                                                                                                                                                                                                                                                                                                                                                                 2.6
                                                                                                                                                                 2.2




                                                                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                      7




                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                               2.6




                                                                                                                                                                                                                                                                                                                                                                                                  2.6
                                                                                                                                                                                                                                                                                                                                                   2.6




                                                                                                                                                                                                                                                                                                                                                                          2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RETAIN JETTY AND LANDING




                                                                                                                                                 1




                                                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                             2.1
                                                          REMOVE CONCRETE ENTRY PATH AND




                                                                                                                                                                                                                                                                                                                                                                                                                               2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                               53° 28' 00"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                20.123 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.7
                                                                                                                                                                                                                              L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8
                                                                                                                                                                                                                            VE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.7
                                                          LANDSCAPING LOCATED ON VERGE AS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 3 .16
                                                                                                                                                                                                                          LE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ap .32
                                                                                                                                                                                                                                                                                                                           Ap 73
                                                                                                                                                                                                                        R
                                                                                                                                                                                                                   FL 49




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ex
                                                                                                                                                                                                                                                                                                                             ex
                                                          REQUIRED TO SUIT NEW WORKS




                                                                                                                                                                                                                     OO




                                                                                                                                                                                                                                                                                                                             6.
                                                                                                                                                                                                                                             REMOVE BUILDING                                                                                                                                                                                                                                                      REMOVE BUILDING




                                                                                                                                                                                                                     2.




                                                                                                                                                                                                                                                                                                                                                                                                                                             Ap .38
                                                                                                                                                                                   Ap .75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                                                               ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.8
                                                                                                                                                                                     ex




                                                                                                                                                                                                                                                                                                                                                                                                                                               13
                                                                                                                                                                                     6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.1
                                                                                                                                                                                                                                                                                                                                                                                 REMOVE ALL STRUCTURE AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                    4
                                                                                                                                                 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.8
                                                                                                                                                 2
                                                                                                                                             2.1



                                                                                                                                                                 2.2
                                                                                                                                             2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.7
                                                                                                                           9
                                                                                                                        2.0
                                                                                                                                                                                                                                                                                                                                                                                 LANDSCAPING FROM THE SITE




                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VE 0
                                                                                                                                                                                        2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LE 2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.5
                                                                                                         1.9 00




                                                                                                                                                           4
                                                                                                                                                                                                                                                                                                                                                                                 UNLESS NOTED 

Section 13

OTHERWISE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             L
                                                                                                                                                        2.2
                                                                                                              2.




                                                                                                                                   0
                                                                                                            7
                                                          RECTIFY ALL DAMAGE TO KERB,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2
                                                                                                                               2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.8
                                                                                                                                                                                   t
                                                                                                                           4




                                                                                                                                                                                 os




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                       2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.1
                                                                                                                                                                               lP
                                                          CROSSOVER, FOOTPATH AND




                                                                                                                                                                8




                                                                                                                                                                                                  9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FL
                                                                                                                                                            2.1




                                                                                                                                                                                               2.3
                                                                                                                                                                             ee
                                                                                                                                                                                                                                                                                                                                                                                 EXCAVATE TO LEVELS AS                                                                                                                                                                                                                                               RETAIN REVETMENT WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ND
                                                                                                                                                                          St
                                                          LANDSCAPING IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.4
                                                                                                                                               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 232° 02' 10"
                                                                                                                                                                                                                                                                                                                                                                                 REQUIRED BY NEW WORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GR
                                                                                                                                             2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.8 .19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  20.115 m
                                                          LOCAL AUTHORITY REQUIREMENTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                 REFER TO CIVIL DRAWINGS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ut 1.57
                                                                                                AT .99




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        te
                                                                                                                                                                                                                                                                        2.42.24
                                                                                                  E




                                                                                                                                7
                                                                                                  1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.112
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VE 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                              1

                                                                                                                                                      3
                                                                                                                             2.0




                                                                                                                                                                                                                                     3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LE 5.4
                                                                                                                                             2.1




                                                                                                                                                                                                              1
                                                                                                                                                   2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.
                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                 0 2.3
                                                                                                                                                                                                             2.3




                                                                                                                                                                                                                                                                                                 ut 4.81




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                       ut 4.91




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  fG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            L
                                                                                                                                                                                                                      ut 4.88




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.8
                                                                                               GR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ut 4.81




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  VE .40
                                                                                                                                                                                                                                                                                                      r




                                                                                                                                                                                                                                                                                                                                                                                  TE
                                                                                                                                                                                                                                                           TE




                                                                                                                                                                                                                                                                                            r




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AT 6
                                                                                                                                                                                                                                                                                                   te




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 po
                                                                                                                                                                                                                           r




                                                                                                                                                                                                                                                                                         te




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GR 2.3
                                                                                                                                                                               TE
                                                                                             SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FL ter
                                                                                                                                                                                                                        te




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                          A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                2.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E 1
                                                                                                                                                                                                                                                                                                           REMOVE DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VE .30
                                                                                                                                                                                                                                                                                                                                                                              GR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 To
                                                                                                                                                                               A




                                                                                                                                                                                                                                                       GR




                                                                                                                                                                                                                                                                                                                                                                          SW 25
                                                                                                                                                                                                                                                   SW 10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R

                                                                                                                                                                                                                                                                                                                                                                                                                                                                LE 8.
                                                                                                                                                                                                                                                                                                 fG
                                                                                                                                                                                                                                                                                    fG
                                                                                                                                                                            GR
                                                                                                                                                                        SW 09




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                    fG




                                                                                                                                                                                                                                                                                                                                                                                                                                                         LE 2.5 L
                                                                                                                                                                                                                                                                                                                                                                           2.
                                                                                                                                                                                                                                                    2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LE
                                                                                                                                                                                                                                                                                                                                                                                                                                      fG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.7
                                                                                                                                                                                                                                                                                             po
                                                                                                                                                                         2.




                                                                                                                                                                                                                                                                                  po




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  V
                                                                                                                                                                                                                                                                                                                                                                                                                                                           VE 0
                                                                                                                                                                                                                   po




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                                                                                     po




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S8W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.1
                                                                                                                                                                                                                                                                                           To




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OO
                                                                                                                                                                                                                                                                                  To




                                                                                                                                                                                                                                                                                                                                                                                                                                        ND
                                                                                                                                                                                                               To
                                                          RETAIN CROSSOVER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                              L
                                                                                                                                                                                                                                                                                                                                                                                                                                To




                                                                                                                                                                                                                                                                                                                                                                                                                                                              R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FL
                                                                                                                                                                                                                                                                                                                                                                                                                                      CO


                                                                                                                                                                                                                                                                                                                                                                                                                                                           OO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ST
                                                                                                                                                                                                                                                                                                                                                                                                                                     SE


                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FIR
                                                                                                                                                                                                                                                                                                                                                                                                                                                      R
                                                                                                                                                                                                                                                                                                                                                                                                                                                    ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ND
                                                                                                                                                                                                                                                                                                                                                                                                                                                   OO
                                                                                                                                                                                                                                                                                                                                                                                                                                            FIR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CO
                                                                                                                                                                                                                                                                            9




                                                                                                                                                                                                                                                                                                                                                                                                                                                FL
                                                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                                        2.1




                                                                                                                                                                                                                                                                                                       2.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SE
                                                                                                                                                                                                                                                                                                                                                                                                                                             ND
                                                                                                                                                                                                                                                                                                                                                                                                                                          OU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REMOVE TREES




                                                                                                                                                                                                                                                                 all
                                                                                                                                                            4




                                                                                                                                                                                                                        2
                                                                                                                                                          2.1
                                                                                                                                                      3
                                                                                                                               7
                                                                                                                   3




                                                                                                                                                                                                                                                                                                                                                                                                                                       GR
                                                                                                                                                                                                                    2.2
                                                                                                                                                                                                        8
                                                                                                                                             1




                                                                                                                                                                                                                                                                fW
                                                                                                                                                   2.1
                                                                                                                            2.0
                                                                                                                1.9




                                                                                                                                                                                                       2.1
                                                                                                                                           2.1
                                                                                                 SW GRATE




                                                                                                                                                                                                                                                           To 05
                                                                                                                                                                                                                                                             po
                                                                                                                                                                                                                                                                                                                                                                                                                                                             REMOVE FENCE




                                                                                                                                                                                                                                                             4.
                                                                                                                                                                                                                                                                                                                                                                   55.947 m




                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                                                                              3




                                                                                                                                                                                                                                                                                                                      6




                                                                                                                                                                                                                                                                                                                                                                                          2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                     2.3 .24
                                                                                                                                                                                                             2.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.8
                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                    2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.2
                                                                                                                                                          2.1
                                                                                                 1.89




                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                               M




                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                  er 2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                              W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                  322° 02' 10"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OL 7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.9
                                                                                                                                                                                                   r




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NH 1.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                                 RETAIN FENCE




                                                                                                                                                                                                 te




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                               tt
                                                                                                                                                                                                ut




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.1
                                                                                                                                                                                                                                                                                                                                            Gu
                                                                                                                                                                                                                                                                                                                                                              RECTIFY ALL DAMAGE




                                                                                                                                                                                            fG
                                                                                                                                                         all 7
                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6
                                                                                                                                                      f W 4.0




                                                                                                                                                                                       To 26




                                                                                                                                                                                                                                                                                                                                         of




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    en .24
                                                                                       2.0




                                                                                                                                                                                         po




                                                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                          6




                                                                                                                                                                                                                                                                                                                                      7.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.2
                                                                                                                                                                                         7.
                                                                                                                            3


                                                                                                                                        2.1




                                                                                                                                                                                                                                                                                                                           Pa 99 Top




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ce
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                                                                                                                              TO ADJOINING FENCE




                                                                                                                         2.1




                                                                                                                                                                                                                                                                                                                                       l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SE 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WE
                                                                                                                                                                                                                                                                                                                                    ve




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.8
                                                                                                                                                                                                                                                             4




                                                                                                                                                                                                                                                                                                                                 

Section 14

Le
                                                                                                                                                     po




                                                                                                                                                                                                                                                           9.9
                                                                                           1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    fF
                                                                                           0
                                                                                       2.0
                                                                                       2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                             NA .22




                                                                                                                                                                                                                                                                                                                             tio
                                                                                                                                                 To




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   po
                                                                                                                                                                                                                                                                                                                             4.
                                                                                                               IL
                                                                                                               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  To
                                                                                                                                                                              Le 4.99




                                                                                                                                                                                                                                    oo 0
                                                                                                                                                                                                                                 f D 4.6




                                                                                                                                                                                                                                                                           oo 0
                                                                                                                                                                                   l




                                                                                                                                                                                                                                      r
                                                                                                                                                                                ve




                                                                                                                                                                                                                                                                        f D 4.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                           PARK




                                                                                                                                                                                                                                                                             r
                                                                                                                                                                                                                                                  ADJOINING




                                                                                                                                                                             tio




                                                                                                                                                                                                                                po
                                                                                                                                                                           Pa




                                                                                                                                                                                                                                                                       po
                                                                                                                                                                                                                                To
                                                                                                                                                                                                                                                  BUILDING




                                                                                                                        8



                                                                                                                                        2




                                                                                                                                                                                                                                                                       To
                                                                                                                       2.1



                                                                                                                                       2.2
                                                                                          0




                                                                                                                                                                                                                                                                                                                                              CP
                                                                                                                                                                                                                                                                                                                                                             04
                                                                                         2.0




                                                                                                                                                                                                                                                                                                                                                       P4
                                                                                             SITE PLAN - EXISTING




                                                                                                                                                                                                                                                                                                                                                   GT
                                                                             1




                                                                                                                       4



                                                                                                                                       7
                                                                                                                      2.1
                                                                                             1 : 200




                                                                                                                                    2.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      es 43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N 2


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ve
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (R 218
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        er
                                                                                                                                                                                                                      1                           2                                                        3                                                                      4                                                                                                             5                                      6                                     7


                                                                                                                                                                                7292                                            3380                                   8500                                                                7160                                                                        11435                                                                                      6000                           4690                                        7000

                                                                                                                                                                                                                                                                                                                                                                                            55.457 m
                                                                                                                                                                                                                                                                                                                                                                                           142° 02' 10"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2005
                                                                        A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                 NOOSA PARADE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11210
                                                                                                                                               53° 28' 00"
                                                                                                                                                20.123 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 232° 02' 10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  20.115 m
                                                                        B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4400
                                                                        C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2500
                                                                                                                                                                                                                                                                                                                                                                                            55.947 m
                                                                                                                                                                                                                                                                                                                                                                                           322° 02' 10"




                                                                                                                                                                                                                      1                           2                                                        3                                                                      4                                                                                                             5                                      6                                     7

                                                                                             GRID SETOUT PLAN
                                                                             3               1 : 200


                                                                                                                                                                                                                      1                           2                                                        3                                                                      4                                                                                                             5                                      6                                     7




                                                                                                                                                                                                                                                                                                                                                                                            55.457 m
                                                                                                                                                                                                                                                                                                                                                                                           142° 02' 10"
                                                                                                                                                                                                                                         COURTYARD
                                                                        A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                                                                                                                                 POOL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           bureau^proberts PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ABN 53 073 087 993 ACN 073 087 993
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEVEL 14, 100 CREEK STREET, BRISBANE QLD 4000, GPO Box 3204 QLD 4001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           P: 07 3221 0672 F: 07 3221 0683 EMAIL : [email protected] www.bureauproberts.com.au
                                                                                 NOOSA PARADE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CLIENT:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SEYMOUR GROUP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT:
                                                                                                                                                                                       COURTYARD                                                                                                                                                                         POOL TERRACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING JETTY & PONTOON                              NOOSA RESIDENCE
                                                                                                                                               53° 28' 00"
                                                                                                                                                20.123 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 232° 02' 10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ADDRESS:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  20.115 m
                                                                                                                                                                                                                                                                                                                                                                                 ROOF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REAR TERRACE                                                                                                                  7 NOOSA PARADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROOFLIGHTS


                                                                        B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       B                          DRAWN BY:                                                                                  NORTH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CHECK BY:
                                                                                                                                                                                                                                                                                                                                                              DRY COURT                                                                                                                                                                                                                                                                                                                                                                             JC
                                                                                                                                                                                DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ARCHITECT                                JC
                                                                        C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C                          DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ARCHITECT                                AB
                                                                                                                                                                                                                                                                              COURT                                                                                                                                         DRY COURT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE:
                                                                                                                                                                                                                                                                                                                                                                                            55.947 m
                                                                                                                                                                                                                                                                                                                                                                                           322° 02' 10"                                                                                                                                                                                                                                                                                                                                                                      5             1 : 200 [A1]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DRAWING TITLE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SITE PLAN - EXISTING, GRID SETOUT &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED
                                                                                                                                                                                                                      1                           2                                                        3                                                                      4                                                                                                             5                                      6                                     7                                                                                                                             CAD FILE REF:                                                                                   DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C:\_Revit Local\24048_7 Noosa Parade_B.A_larissaf4R2ZR.rvt
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  22.09.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT NO:                             PHASE:               DRAWING NUMBER:             REVISION:

                                                                                             SITE PLAN - PROPOSED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          24048                                        B.A.            AR 10.01                             4
                                                                             2               1 : 200                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           22/09/2025 3:36:54 PM


Document Set ID: 24343720
                  24149760
Version: 1, Version Date: 28/11/2025
                          26/09/2025

The text continues on section 15.

Used in these records

About this file

File size
5.9 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Appendix C - Current Development Approval.pdf · 5.9 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.