Skip to the record
Accept no imitations.

Original source · versioned page text

Approval for OPW

of 26

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

Noosa Council documents




                                                              Officer:            Monkeith Kadhum
                                                              Direct Telephone:   07 53296293
                                                              Our Reference:      OPW19/0223 & MCU19/0031
                                                              Your Reference:     NA

               23 April 2020


               Javatex P/L
               C/- Pivotal Perspective Pty Ltd
               4/59 Mary St
               NOOSAVILLE QLD 4566
               [email protected]



               Dear Sir
                                                         Decision Notice
                                                         Planning Act 2016

               I refer to your application and advise that on 20 April 2020, Council decided to approve the
               application, subject to conditions.
               Details of the decision are as follows:
               1.      APPLICATION DETAILS

                   Application No:              OPW19/0223

                   Street address:              13 Noosa Dr Noosa Heads Qld 4567

                   Real property description:    Lot 5 RP 91777

                   Planning Scheme:             The Noosa Plan (8 June 2018)

               2.      DECISION DETAILS

               Council decided to issue the following type of approval:
                      Development Permit for Operational Works – Driveway and Carpark, Stormwater Drainage,
                       Landscaping
               3.      CURRENCY PERIOD OF APPROVAL

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

               APPROVED PLANS AND DOCUMENTS
               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.




                                                PO Box 141                 P. (07) 5329 6500     [email protected]
                                                TEWANTIN QLD 4565          F. (07) 5329 6501     www.noosa.qld.gov.au
                                                                                                               Page 1 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                        Print Date: 24 April 2020, 12:22 PM
Log in to download the original file

Approval for OPW.pdf · 4.9 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of the other 25 pages

Page 2

Noosa Council documents




                           Plan No.            Rev.   Plan/Document Name                             Date

                           Proj 2019072        A      Index and Locality Plan, prepared by 360 11/02/2020
                           Dwg No 01                  Civil Consulting

                           Proj 2019072        A      Development Layout Plan, prepared by 360 11/02/2020
                           Dwg No 03                  Civil Consulting

                           Proj 2019072        A      Driveway Layout Plan, prepared by 360 Civil 11/02/2020
                           Dwg No 04                  Consulting

                           Proj 2019072        A      Driveway Longitudinal & Cross Sections, 11/02/2020
                           Dwg No 05                  prepared by 360 Civil Consulting

                           Proj 2019072        A      Stormwater and Details Plan, prepared by 11/02/2020
                           Dwg No 06                  360 Civil Consulting

                           Proj 2019072        A      Pavement & Joining Details Plan, prepared 11/02/2020
                           Dwg No 07                  by 360 Civil Consulting

                           Proj 2019072        -      Tree SEZ Layout Plan, prepared by 360 Civil 11/02/2020
                           Dwg No 10                  Consulting

                           Doc ID: 20197671    1      Arboricultural Report and Tree Protection 05/03/2020
                                                      Methodology / Plan - 13 Noosa Dr
                                                      prepared by Australian Tree Contractors &
                                                      Arboricultural Consultants Pty Ltd

               CURRENCY PERIOD
               2.     The Currency Period for this development approval lapses if the development has not
                      substantially started by 20 April 2022 unless an application to extend the currency period is
                      approved by Council.
               PRIOR TO COMMENCEMENT OF WORKS
                      Performance Bond
               3.     Prior to requesting a prestart meeting a security in the form of a cash bond or trading bank
                      guarantee to the sum of $20,000 must be submitted to Council, to secure performance of all
                      conditions of this approval, including Tree Protection* for the trees detailed in section titled
                      Arboricultural Assessment of the approved Arboricultural Report and Tree Protection
                      Methodology /Plan, prepared by the Australian Tree Contractors & Arboricultural Consultants
                      Pty Ltd.
                      The cash bond or trading bank guarantee will be returned on performance of the conditions
                      of approval less any costs incurred by Council in respect of enforcing performance of this
                      permit. Council reserves the right to call upon the bond or guaranteed sum to effect
                      compliance with conditions.
                      *(Refer to Advisory Note)
                      Landscaping and Tree Protection
               4.     Prior to requesting the pre-start, a revised landscape plan must to be submitted and endorsed
                      by Council addressing the following items:
                      a.      The landscape plan must be prepared by a qualified person* with a minimum of 5 years’
                              experience.



                                                                                                       Page 2 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                Print Date: 24 April 2020, 12:22 PM

Page 3

Noosa Council documents




                      b.      The landscape plans must meet the requirements of condition 17 of the higher order
                              approval (MCU19/0031) and ensure no pavers are located within the 50.3m2 soft
                              landscaping areas.
                      c.      The 50.3m2 landscaped areas must be mulched to a minimum depth of 100mm with
                              forest blend mulch.
                      d.      All landscaping must comply with Planning Scheme Policy 3 Landscaping plants and
                              Guidelines and the Landscape Code of the Noosa Plan.
                      e.      All shrubs and ground covers must be local native species suitable for the locality.
                      f.      All landscaping must ensure a high degree of amenity and presentation due to the
                              site’s locality.
                      * (Refer Advisory Notes)
               5.     Prior to requesting a prestart meeting:
                      a.      Receipt of amended landscape plans endorsement from Council must have occurred.
                      b.      Tree protection fencing must be installed under the supervision of the Project Arborist.
                              (Refer to Retention of Existing Trees Conditions)
               6.     A qualified person* must be engaged for the duration of the works to:
                      a.      Ensure works are carried out in accordance with the Tree Protection Methodology
                              documented in the approved Arboricultural Report and Tree Protection Methodology /
                              Plan 13 Noosa Drive.
                      b.      Oversee installation of all tree protection fencing prior to commencement of any works
                              onsite (including any clearing).
                      c.      Supervise tree protection within the development site and frontages, prior to, during
                              and following construction in accordance with AS 4970, Protection of trees on
                              development sites.
                      d.      Undertake a risk assessment of all trees within striking distance of the development
                              works and site and carry out hazard removal and amenity pruning in accordance with
                              AS 4373, Pruning of amenity trees, prior to the commencement of use and following
                              Council endorsement.
                      *(Refer to Advisory Note)
                      Engineering - General
               7.     All necessary approvals from external service providers (eg Unitywater) and external parties
                      on which the development works are proposed have been obtained and a copy supplied to
                      Council.
               8.     A condition report including photographs of the frontage of the site and bordering fences
                      must be completed and submitted to council at the prestart meeting and prior to any works
                      commencing.
               9.     Certificates demonstrating currency of public liability insurance and works insurance covering
                      the works must be submitted to Council prior to the prestart meeting.
               10.    Council must be contacted at least 5 working days prior to any works commencing to
                      organise a prestart. The contact number to arrange a pre-start meeting is 5329 6245. The
                      prestart meeting must include the relevant parties for the following aspects of the works:
                      a.      Civil engineering works;
                      b.      Erosion and sediment control works;
                      c.      Protection of vegetation;
                      d.      Traffic management;
                      e.      Other relevant parties.


                                                                                                        Page 3 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                 Print Date: 24 April 2020, 12:22 PM

Page 4

Noosa Council documents




               11.    A Construction Management Plan must be submitted to Council prior to the prestart meeting
                      and must specifically address the following:
                      a.      Traffic Management during all aspects of the construct phase including:
                              i.       A Traffic Management Control Plan in accordance with Manual of Uniform Traffic
                                       Control Devices (MUTCD) detailing all needed temporary warring signage and
                                       traffic control measures near the construction site and on the approaching roads.
                              ii.      Details of managing access and manoeuvring of construction vehicles and
                                       appliances (eg concrete trucks) into and from the construction site.
                              iii.     Details of timing and measures to minimise impact on the local traffic flows in the
                                       area and avoid peak hours/ periods traffic.
                              iv.      Maintenance of safe pedestrian access across the frontage of the site both during
                                       daily construction and after daily construction has ceased.
                              v.       Proposed fencing to the site during the construction phase of the development.
                              vi.      Appropriate parking arrangements for construction’s workers and vehicles that
                                       ensure no adverse impact on parking spaces availability to the public.
                      b.      Maintenance and protection of water quality and existing drainage lines through the
                              construction site through the implementation of appropriate erosion and sediment
                              control measures
                      c.      Works programme identifying key components of the works and their respective
                              durations
                      d.      Establishment of a communication protocol (eg letterbox drop letters) with the general
                              public, adjoining owners, emergency services, local police and local businesses to
                              advise of agreed construction times, impacts on traffic and services and other relevant
                              issues.
                      e.      Identification of complaint management procedures including:
                              i.       contact details for the on-site manager
                              ii.      dispute resolution procedures
               12.    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.
               13.    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 General
               14.    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.
               15.    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.
               16.    All works must be constructed and work procedure undertaken in accordance with:
                      a.      The approved plans and conditions detailed in this Decision Notice.




                                                                                                            Page 4 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                     Print Date: 24 April 2020, 12:22 PM

Page 5

Noosa Council documents




                      b.      The relevant conditions of the higher order Material Change of Use approval Ref:
                              MCU19/0031 - dated 22 August 2018 to which this approval relate.
                      c.      All relevant Noosa Council Planning Scheme Policies, standard drawings, standard
                              specifications and guidelines.
                      d.      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.
                      Pavement Design and Construction
               17.    Pavement design for privately owned works must be undertaken in accordance with the
                      relevant standards. Structural integrity of the driveway and car park areas will remain the
                      responsibility of the property owner/developer and must be certified by an RPEQ.
                      Works within Road Reserve/Reinstatement
               18.    Safe pedestrian 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.
               19.    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 and ensuring no trip or fall hazard to the public and
                      the property users.
               20.    Any existing kerb & channel and/or concrete footpath sections requiring removal due to the
                      new works must be saw-cut and removed to allow for a smooth and neat finish with the new
                      works.
               21.    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 in writing.
                      Site Access, Driveway and Car Parking Area
               22.    New driveway must be constructed generally in accordance with the approved plans.
               23.    Landscaping, fences and other fixtures near the access must be provided to allow for clear
                      sight distances to pedestrians and drivers in compliance with the requirements of Section
                      3.2.4 and Figure 3.3 of AS/ANZS 2890.1.
               24.    The following must be complied with during the construction of the required
                      crossover/driveway and car park:
                      a.      The driveway must be constructed so as not to concentrate stormwater runoff onto
                              neighbouring properties or on the road verge and public pathway.
                      b.      Where there is an existing or proposed pedestrian path, a matching crossfall must be
                              provided for the driveway for the full width of the path and ensuring no trip or slip hazard
                              is created due to the new works.
               25.    All paved areas for the driveway, parking, vehicles manoeuvring and pedestrian access must
                      be slip resistant in accordance with the applicable standards.
               26.    Parking area, internal kerb construction and linemarking must be provided generally in
                      accordance with the approved plans and in compliance with applicable standards and best
                      engineering practices.




                                                                                                           Page 5 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                    Print Date: 24 April 2020, 12:22 PM

Page 6

Noosa Council documents




                      Earthworks and Retaining Walls
               27.    All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines
                      on Earthworks for Commercial and Residential Development, with geotechnical testing
                      undertaken in accordance with requirement of AS 3798 and the recommendations of the
                      supervising engineer, where required a certificate of quality and uniformity of fill shall be
                      provided by a RPEQ and submitted to Council prior to the final inspection by Council.
               28.    Fall protection must be provided to any retaining walls that are over 1m high or is considered
                      to posing trip or fall risk to public.
                      Stormwater Drainage
               29.    Stormwater drainage works must be constructed in accordance with the approved plans and
                      must be certified by RPEQ on completion.
               30.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               31.    Works associated with this permit must not adversely impact on the existing drainage
                      conditions on other properties (eg by blocking, interfering with natural overland flows or
                      causing additional stormwater ponding).
               32.    Construction of all internal stormwater drainage works must comply with the relevant
                      section/s of Australian Standard AS/NZS 3500.3.
                      Landscaping Works
               33.    Landscape works must be supervised, undertaken and certified by qualified persons*. All
                      works must be completed in accordance with this Decision Notice.
                      * (Refer to Advisory Note)
               34.    All landscape works must be established and maintained in accordance with the approved
                      design for the life of the development, and in a manner that ensures healthy, sustained and
                      vigorous plant growth. All plant material must be allowed to grow to full form and be
                      refurbished when its life expectancy is reached.
                      Erosion and Sediment Control
               35.    Prescribed Water Contaminants (as defined in the Environmental Protection Act 1994) 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.
               36.    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
                              practice" 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.




                                                                                                       Page 6 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                Print Date: 24 April 2020, 12:22 PM

Page 7

Noosa Council documents




               37.    Offsite run-off must be diverted around exposed soils on the site without entraining additional
                      sediments. Discharge from measures to divert the offsite water must not cause run-off
                      impacts to other properties.
               38.    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)
               39.    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.
               40.    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.
               FOLLOWING CONSTRUCTION
                      Certification
               41.    Upon completion of the work and prior to the final inspection by Council, a certificate must
                      be issued by an RPEQ certifying that the works have been constructed in accordance with
                      the Operational Works permit.
               42.    All landscape works must be maintained generally in accordance with the approved design
                      for the life of the development.
               43.    Prior to commencement of use and requesting the release of bond* the following (prepared
                      by respective qualified persons* and certifying compliance with approvals) must be submitted
                      to Council:
                      a.      Landscaping certification.
                      b.      Arborist Report documenting, with photographs of any excavations in tree protection
                              zones and certifying the findings and outcome of the arboreal risk assessment.
                      *(Refer to Advisory Notes)
                      Final Inspection
               44.    A final inspection and approval of the completed works and reinstatement works by Council’s
                      Inspector is required. Please contact Council on 5329 6245 to arrange for the inspection.
               45.    A re-inspection fee in accordance with Council’s Fees and Charge Register will be charged
                      where:
                      a.      A Council inspection reveals works do not comply with approval requirements.
                      b.      Submitted certification falsely states works comply with approval requirements
               5.     REFERRAL AGENCIES

               Not applicable.
               6.     ADVISORY NOTES

               The following notes are included for guidance and information purposes only and do not form part
               of the assessment manager conditions:




                                                                                                       Page 7 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                Print Date: 24 April 2020, 12:22 PM

Page 8

Noosa Council documents




                      General Advisory Notes
               1.     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.
               2.     Council reserves the right to call up any performance bond held or levy charges against the
                      property, should emergency works be required to be undertaken by Council to make the site
                      safe due to inactivity on the development site for extended periods of time.
               3.     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.
                      Prestart, On and Off Maintenance Inspections Request
               4.     Contact Council on 5329 6245 to arrange a prestart or an inspection giving a minimum of 5
                      business days notice of preferred inspection time.
                      It should be noted prior to arranging a pre-start meeting the Right of Appeal Period of 20
                      business days should have been passed or the applicant has have confirmed by a letter or
                      an email that he/she has accepted the conditions of Decision Notice and waived his/her
                      appeal right
               5.     If Council officers are required to undertake additional inspections of the same works, a
                      reinspection fee will be applicable in accordance with Council’s Fees and Charges register
                      applicable at the time.
                      Retention and Protection of Existing Trees
               6.     All tree retention and protection works must be carried out in accordance with methodology
                      and recommendations detailed in the section titled Tree Protection Methodology of the
                      approved Arborist Report listed within this Decision Notice. Prior to requesting a prestart
                      meeting, a bond in accordance with the conditions of this permit must be lodged with Council
                      as security for the protection of the trees identified for retention within the Arborist report
                      referenced within this Decision Notice. The guarantee bond:
                      a.      may be drawn upon by Council if:
                                       i.     the recommendations of the Arborist report are not implemented and,
                                       ii.    any trees identified for retention are damaged to the point where they
                                              cannot be saved, or
                                       iii.   if the recommendations of the Arborist report are not carried out, the bond
                                              may be called upon by Council to engage a consulting arborist to provide
                                              recommendations.
                      b.      will be returned upon receiving valid, verifiable and satisfactory certification, including
                              photographs of excavations of the tree protection zones, from the site Arborist that all
                              requirements nominated in the Arborist report referenced within this Decision Notice
                              have been completed.
               7.     The existing trees on adjoining properties must be retained and protected during construction
                      wherever achievable. To avoid doubt, this advisory note is not intended to exclude the
                      operation of Chapter 3 of the Neighbourhood Dispute Resolution Act 2011 following
                      construction of the development which is the subject of this development approval.
                      Qualified Person – Arboriculture and Landscaping
               8.     Qualified Person, for the purpose of:




                                                                                                           Page 8 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                    Print Date: 24 April 2020, 12:22 PM

Page 9

Noosa Council documents




                      a.      Supervising landscape works and preparing a landscape plans and certification, is
                              considered to be a landscape architect, landscape designer or horticulturist with a
                              minimum of 5 years current experience in the field of landscape design.
                      b.      Undertaking landscape construction and establishment works is considered to be a
                              person with five years current experience in commercial landscape construction
                              projects.
                      c.      Undertaking, supervising tree works and preparing arboriculture certification, is
                              considered to be a person with a minimum three years current experience in tree
                              protection, hazard identification/mitigation assessment and either:
                                       i.    International Society of Arboriculture (ISA) certification; or
                                       ii.   A Diploma of Arboriculture.
                      Landscape Works
               9.     The applicant must pay the re-inspection fee in accordance with Council's Fees and Charges
                      Register where:
                      a.      An inspection revealed that any constructed rehabilitation/landscape works do not
                              comply with the conditions of the Decision Notice, Approved Plans and or Approved
                              Documents
                      b.      Certification is submitted to Council incorrectly stating that works comply with the
                              approved plans, documents and or conditions of the Decision Notice.
                      Environmental Advisory Notes
               10.    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
               11.    Accepted best practice standards include:
                      a.      the Sunshine Coast Regional Council Manual for Erosion and Sediment Control V1.2
                              or other superseding document subsequently adopted by Council;
                      b.      Best Practice Erosion and Sediment Control, International Erosion Control Association
                              (2008)
               12.    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.
                              If at the time of request for plan sealing, the method of short-term stabilisation has not
                              achieved a level of stability that Council's Officers believe will have a high probability
                              of achieving long term stability (i.e. until house construction has occurred on all lots),
                              Council Officers may take the following matters into consideration in determining
                              whether the site is capable of achieving medium to long-term stability:
                                       evidence that the site has been effectively stabilised in the short term;




                                                                                                                 Page 9 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                          Print Date: 24 April 2020, 12:22 PM

Page 10

Noosa Council documents




                                      evidence that soil has been adequately ameliorated;
                                      evidence that seed of annual and perennial grass species has been applied at
                                       an adequate rate; and
                                      that grass seed has germinated at a density that is likely to achieve an effective
                                       grass cover.
               7.     PROPERTY NOTES

               Not applicable.
               8.     VARIATION APPROVAL DETAILS

               Not applicable.
               9.     FURTHER DEVELOPMENT PERMITS REQUIRED

               Not applicable.
               10.    SUBMISSIONS

               Not applicable.
               11.    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.
               12.    OTHER DETAILS

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


               Yours faithfully,




               Monkeith Kadhum
               Development Engineer



               Enc:   Appeal Rights
                      Approved Plans/Documents
               cc.    Unitywater




                                                                                                          Page 10 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                    Print Date: 24 April 2020, 12:22 PM

Page 11

Noosa Council documents




                                                                              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 11 of 11
Document Set ID: 21120931
Version: 3, Version Date: 23/04/2020                                                                                                         Print Date: 24 April 2020, 12:22 PM

Page 12

Noosa Council documents




                                                                                                            Proposed Commercial Development                                                                                                                                                -
                                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                  Civil Engineering Plans                                                                                                                                        OPW19/0223
                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                20 APRIL 2020
                                                                                                                                                                          at                                                                                                               -


                                                                                                                                                               13 Noosa Dr, Noosa Heads
                                                                                                                                                                         For
                                                                                                                                                                     Golden Breed




                                                                                    SITE OF WORKS




     Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                          ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title   Index & Locality Plan
     Date            October 2019                                  Drawn      JAG   Checked    CAG                                                                                                 PO Box 5028
                                                                                                                                                               NORTH




                                                                                                                                                                                               Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                               Location   13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                                 QLD 4558
     No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                                   CHRIS GIBBERD    RPEQ
                                                                                 RPEQ    14557
                                                                                      13268                                                                                               Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.
                                                                                                      A   11-02-20 Amendments as per Council RFI   JAG   CAG
                                                                                                                                                                       Email: [email protected] Client     Golden Breed                      Project No.     2019072 Dwg No. 01           of   10   Issue   A
Document Set ID: 21121011                                                                            Issue Date Description                        By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                           Print Date: 24 April 2020, 12:22 PM

Page 13

Noosa Council documents


                                                                                                                                                                                                                                                                                         LEGEND


                                                                                                                                                                                                                   NOTES

                                                                                    -                                                                                                                                1.   CROSSOVER AND DRIVEWAY SET OUR TO BE                                D          D


                                                                   APPROVED PLAN                                                                                                                                     INSPECTED BY AN RPEQ PRIOR TO POUR.
                                                                                                                                                                                                                     2.    ALL VERGE AREAS TO TIE BACK INTO EXISTING

                                                                     OPW19/0223                                                                                                                                      3.
                                                                                                                                                                                                                     4.
                                                                                                                                                                                                                          ALL LEVELS TO BE CONFIRMED ON SITE
                                                                                                                                                                                                                          BOOM GATE TO BE PROGRAMMED TO LOWER IF
                                                                                                                                                                                                                                                                                                       W



                                                                   NOOSA COUNCIL                                                                                                                                     CARPARKS 1-4 ARE OCCUPIED.


                                                                    20 APRIL 2020
                                                                                    -




                                                                                                                                                                                  2.81m
                                                                                                                                                                           4.00
                                                                                                                                                                                                                                                                                                                                            2.5




                                                                                                                                                                                  1.19m




                                                                                                                                                                                                                                                          6.65




                                                                                                                                                                                                                                                                                                                                                          1.30
                                                                                                                                                                          5
                                                                                                                                                                       RP91777
                                                                                                                                                                        418m²




                                                                                                                                                                                                                                                          5.65
                                                                                                                                                                                                                                                          é

                                                                                                                                                                                                                                               2.40              2.40m      2.6    2.6                          2.4




                         0              1.0            2.0          3.0       4.0       5.0m


                                                     SCALE 1:100 A3



     Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                             ABN: 13 609 593 339 Project         Proposed Commercial Development         Drawing Title       Development Layout Plan
     Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                                                    PO Box 5028
                                                                                                                                                               NORTH




                                                                                                                                                                                                                  Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                                                  Location     13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                                                    QLD 4558
     No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                                   CHRIS GIBBERD    RPEQ
                                                                                 RPEQ    14557
                                                                                      13268                                                                                                                  Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.
                                                                                                      A   11-02-20 Amendments as per Council RFI   JAG   CAG
                                                                                                                                                                                          Email: [email protected] Client       Golden Breed                            Project No.         2019072 Dwg No. 03        of    10   Issue   A
Document Set ID: 21121011                                                                            Issue Date Description                        By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                                                       Print Date: 24 April 2020, 12:22 PM

Page 14

Noosa Council documents

                                                                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                                                                                                                                                                                                     APPROVED PLAN
                                                                                  SL72 MESH (150mm THICK)
                                                                                  50mm (+/- 5mm) TOP COVER
                                                                                                                                                                   N32 CONCRETE
                                                                                                                                                                                                                                                                       OPW19/0223
                                                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                                                                                                                                                                                                                      20 APRIL 2020
                                                                                                                                                                                   NOTE: FINAL PAVEMENT DEPTH TO BE
                                                                                                                                                                                   DETERMINED FOLLOWING SUBGRADE                                                                     -




                                                                                                                                                                              *
                                                                                                                                                                                                                                                                                                                    D         D
                                                                                                                                                                                   TESTS BY GEOTECHNICAL ENGINEER


                                                                                                                                                                                                                                                                                                                              W
                                                                   WATERPROOF
                                                                   MEMBRANE
                                                                                         50mm MAX. SAND BINDING LAYER                                        SUBGRADE TO BE COMPACTED
                                                                                                                                                             TO 98% RDD STANDARD AND
                                                                                                                                                             PROOF ROLLED.

                                                                                                     Typical Pavement Detail
                                                                                                                         NTS




                                                                                                                                                                                                                                                                                                                                                                              38.633
                                                                                                                                                                                                              1.5%




                                                                                                                                                                                                                                                                                                1.5%




                                                                                                                                                                                                                                                                                                                                  1.5%
                                                                                             6.465




                                                                                                                                        10




                                                                                                                                                                                                 15




                                                                                                                                                                                                                                        20




                                                                                                                                                                                                                                                                                25




                                                                                                                                                                                                                                                                                                         30




                                                                                                                                                                                                                                                                                                                                                35
                                                                                                                                                                                                                                                             1%
                                                                              5




                                                                                                                                                                                                              3.0%
                                                                                                                                                                                                                                                                                                                                                                   FSL 2.36
       0.0
           00




                                                                                                                                                                                                  5
                                                                                                                                                           4.83m




                                                                                                                                                                                               RP91777
                                                                                                                                                                                                418m²                                                                                                                                                                  FSL 2.34
                                                                                      0.9




                                                                                                                                                                                                                                                                                         1.5%




                                                                                                                                                                                                                                                                                                                                         1.5%
                                                                                       0m




                                                                                                                                                                                                                                                                                         é
                                                                                                                                                                                                                                                      FSL 2.09



                                                                                                                                                                                                                                                                                                                                                 FSL 2.34




                         0              1.0            2.0            3.0       4.0         5.0m


                                                     SCALE 1:100 A3



     Datum           AHD          Scale        As Shown              Status     FOR APPROVAL
                                                                                                                                                                                                                                         ABN: 13 609 593 339 Project       Proposed Commercial Development    Drawing Title       Driveway Layout Plan
     Date            August 2019                                     Drawn      JAG     Checked      CAG                                                                                                                                          PO Box 5028
                                                                                                                                                                                       NORTH




                                                                                                                                                                                                                                              Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the       Designed   JAG     Approved     CAG                                                                                                                                                        Location   13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                                                                                QLD 4558
     No responsibility or liability will be assumed to any third     BEATRICE GIBBERD
                                                                     CHRIS GIBBERD    RPEQ
                                                                                   RPEQ    14557
                                                                                        13268                                                                                                                                            Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.
                                                                                                              A   11-02-20 Amendments as per Council RFI               JAG   CAG
                                                                                                                                                                                                                      Email: [email protected] Client     Golden Breed                       Project No.         2019072 Dwg No. 04              of    10     Issue   A
Document Set ID: 21121011                                                                                    Issue Date Description                                    By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                                                                                  Print Date: 24 April 2020, 12:22 PM

Page 15

Noosa Council documents




                                                                                                                                                                                                                                                                                                                                                                                                                                                            VIP RL 2.069
                                                                                                                                                                                                                                                                                                                                                                                  VIP RL 1.919
                                                                                                                                                                                                                                                                                                                VIP RL 1.882

                                                                                                                                                                                                                                                                                                                                    VIP RL 1.865
                                                                                                                                                                                                                                                                                                                                                       VIP RL 1.865
                                                                                                                                                                                                                                                    VIP RL 1.723
                                                                                                                                                                                                                                 VIP RL 1.719
                                                                                                                                                                                                 VIP RL 1.689
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      APPROVED PLAN
                                                                                                            HORIZONTAL CURVE DATA                                                                                                                                                                                                                                                                                                                                                                                                                       OPW19/0223
                                                                                                            VERTICAL CURVE LENGTH (m)                                                                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       20 APRIL 2020
                                                                                                            VERTICAL CURVE RADIUS (m)

                                                                                                            VERTICAL GEOMETRY GRADE (%)                                                    6.6%                       0.8%        0.6%                                             2.6%                        -2.5%0%                                                2.5%                                                  1%                                                      3.1%
                                                                                                            VERTICAL GEOMETRY LENGTH (m)                                                   0.44                       3.75        0.67                                             6.13                          0.7 0.6                                              2.15                                                 15.01                                                    9.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        -
                                                                                                            DATUM RL = -2.900

                                                                                                            FINISHED SURFACE LEVEL




                                                                                                                                                                                        1.660
                                                                                                                                                                                                1.689




                                                                                                                                                                                                                             1.719
                                                                                                                                                                                                                                                1.723
                                                                                                                                                                                                                                                                   1.726

                                                                                                                                                                                                                                                                           1.764




                                                                                                                                                                                                                                                                                          1.856

                                                                                                                                                                                                                                                                                                           1.882

                                                                                                                                                                                                                                                                                                                               1.865
                                                                                                                                                                                                                                                                                                                                                   1.865




                                                                                                                                                                                                                                                                                                                                                                             1.919
                                                                                                                                                                                                                                                                                                                                                                                                 1.924




                                                                                                                                                                                                                                                                                                                                                                                                                  1.974




                                                                                                                                                                                                                                                                                                                                                                                                                                         2.024




                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.069
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.086




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.241




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.353
                                                                                                            EXISTING SURFACE LEVEL




                                                                                                                                                                                        1.660
                                                                                                                                                                                                1.689




                                                                                                                                                                                                                             1.719
                                                                                                                                                                                                                                                1.723
                                                                                                                                                                                                                                                                   1.726

                                                                                                                                                                                                                                                                           1.761




                                                                                                                                                                                                                                                                                          1.856

                                                                                                                                                                                                                                                                                                           1.882

                                                                                                                                                                                                                                                                                                                               1.900
                                                                                                                                                                                                                                                                                                                                                   1.913




                                                                                                                                                                                                                                                                                                                                                                             1.942
                                                                                                                                                                                                                                                                                                                                                                                                 1.950




                                                                                                                                                                                                                                                                                                                                                                                                                  2.008




                                                                                                                                                                                                                                                                                                                                                                                                                                         2.026




                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.090
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.102




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.309




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.355
                                                                                                                                                                                                                                                                                                                               -0.035
                                                                                                                                                                                                                                                                                                                                                   -0.048




                                                                                                                                                                                                                                                                                                                                                                             -0.024
                                                                                                                                                                                                                                                                                                                                                                                                 -0.026




                                                                                                                                                                                                                                                                                                                                                                                                                  -0.034




                                                                                                                                                                                                                                                                                                                                                                                                                                         -0.002




                                                                                                                                                                                                                                                                                                                                                                                                                                                       -0.021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           -0.016




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           -0.068




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -0.002
                                                                                                            CUT / FILL DEPTH




                                                                                                                                                                                        0.000
                                                                                                                                                                                                0.000




                                                                                                                                                                                                                             0.000
                                                                                                                                                                                                                                                0.000
                                                                                                                                                                                                                                                                   0.000

                                                                                                                                                                                                                                                                           0.003




                                                                                                                                                                                                                                                                                          0.001

                                                                                                                                                                                                                                                                                                           0.000
                                                                                                                                                                                                                                                                                                           10.999

                                                                                                                                                                                                                                                                                                                               11.697
                                                                                                                                                                                                                                                                                                                                                   12.297




                                                                                                                                                                                                                                                                                                                                                                             14.444




                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.453




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    38.633
                                                                                                            CONTROL LINE CHAINAGE




                                                                                                                                                                                                0.441




                                                                                                                                                                                                                             4.195
                                                                                                                                                                                                                                                4.867



                                                                                                                                                                                                                                                                           6.465




                                                                                                                                                                                                                                                                                          10




                                                                                                                                                                                                                                                                                                                                                                                                 15




                                                                                                                                                                                                                                                                                                                                                                                                                  20




                                                                                                                                                                                                                                                                                                                                                                                                                                         25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           35
                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                   5
                                                                                                       A1 SCALE: H 1:100, V 1:100

                                                                                                       LONGITUDINAL SECTION




                                                                   Centreline Data                                                                                                                                           Centreline Data                                                                                                                                                                                                       Centreline Data
                                                                   X = 1007.989                                                                                                                                              X = 1022.989                                                                                                                                                                                                          X = 1036.813
                                                                   Y = 4998.001                                                                                                                                              Y = 4997.999                                                                                                                                                                                                          Y = 4997.998                                                                          1.5%
                                                                                                              -0.21%                               1.51%                                                                                                                                                                                                                                                                                                                                             1.5%
                                                                   Z = 1.851                                                                                                                                                 Z = 2.013                                                                              1.5%                                                                                  1.27%                                    Z = 2.359
                                                                   DATUM RL 1.000                                                                                                                                            DATUM RL 1.500                                                                                                                                                                                                        DATUM RL 1.500




                                                                                                                                                                                                                                                                                                  2.043




                                                                                                                                                                                                                                                                                                                                                    2.013




                                                                                                                                                                                                                                                                                                                                                                                                                               2.143
                                                                                                   1.847




                                                                                                                       1.851




                                                                                                                                                                                1.955




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.389




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.359




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.513
                                                                   DESIGN                                                                                                                                                    DESIGN                                                                                                                                                                                                                DESIGN




                                                                                                                                                                                                                                                                                                  2.032




                                                                                                                                                                                                                                                                                                                                                    2.047




                                                                                                                                                                                                                                                                                                                                                                                                                               2.143
                                                                                                   1.847




                                                                                                                       1.850




                                                                                                                                                                                1.955




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.276




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.359
                                                                   SURVEY                                                                                                                                                    SURVEY                                                                                                                                                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                               10.223




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.235
                                                                                                                                                                                                                                                                                                  -2.000
                                                                                                   -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            -2.000
                                                                                                                                                                                                                                                                                                                                                    0.000
                                                                                                                       0.000




                                                                                                                                                                                6.814




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                                   OFFSET                                                                                                                                                    OFFSET                                                                                                                                                                                                                OFFSET

                                                                                                                               CHAINAGE 10                                                                                                                                                                                                                                     CHAINAGE 25                                                                                                                          CHAINAGE 38.824
                                                                   Centreline Data                                                                                                                                           Centreline Data                                                                                                                                                                                                       Centreline Data
                                                                   X = 1003.330                                                                                                                                              X = 1017.989                                                                                                                                                                                                          X = 1032.989
                                                                   Y = 4996.535                                                                                                                                              Y = 4998.000                                                                       1.32%                                                 1.5%                                                                         Y = 4997.999
                                                                   Z = 1.726                                  -1.16%                             2.94%                                                                       Z = 1.962                                                                                                                                                                                                             Z = 2.236                                         1.5%                                1.5%

                                                                   DATUM RL 1.000                                                                                                                                            DATUM RL 1.000                                                                                                                                                                                                        DATUM RL 1.500
                                                                                                   1.703




                                                                                                                       1.726




                                                                                                                                                                        1.901




                                                                                                                                                                                                                                                                                                  1.988




                                                                                                                                                                                                                                                                                                                                                    1.962




                                                                                                                                                                                                                                                                                                                                                                             1.992




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.266




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.236




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.390
                                                                   DESIGN                                                                                                                                                    DESIGN                                                                                                                                                                                                                DESIGN
                                                                                                   1.703




                                                                                                                       1.726




                                                                                                                                                                        1.901




                                                                                                                                                                                                                                                                                                  1.988




                                                                                                                                                                                                                                                                                                                                                    2.004




                                                                                                                                                                                                                                                                                                                                                                             2.024




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.285




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.308




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.233
                                                                   SURVEY                                                                                                                                                    SURVEY                                                                                                                                                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.232
                                                                                                   -2.000




                                                                                                                                                                                                                                                                                                  -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            -2.000
                                                                                                                       0.000




                                                                                                                                                                        5.963




                                                                                                                                                                                                                                                                                                                                                    0.000




                                                                                                                                                                                                                                                                                                                                                                             2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                                   OFFSET                                                                                                                                                    OFFSET                                                                                                                                                                                                                OFFSET

                                                                                                                          CHAINAGE 5                                                                                                                                                               CHAINAGE 20                                                                                                                                                                                                               CHAINAGE 35
                                                                   Centreline Data                                                                                                                                           Centreline Data                                                                                                                                                                                                       Centreline Data
                                                                   X = 1002.023                                                                                                                                              X = 1012.989                                                                                                                                                                                                          X = 1027.989
                                                                   Y = 4995.892                                                                                                                                              Y = 4998.000                                                                       1.09%                                                 1.5%                                                                         Y = 4997.999
                                                                   Z = 1.713                                                     2.78%                                                                                       Z = 1.910                                                                                                                                                                                                             Z = 2.076                                         1.5%                                1.5%
                                                                   DATUM RL 1.000                                                                                                                                            DATUM RL 1.000                                                                                                                                                                                                        DATUM RL 1.500
                                                                                                                       1.713




                                                                                                                                         1.769




                                                                                                                                                                                                                                                                                                  1.932




                                                                                                                                                                                                                                                                                                                                                    1.910




                                                                                                                                                                                                                                                                                                                                                                             1.940




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.106




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.076




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.229
                                                                   DESIGN                                                                                                                                                    DESIGN                                                                                                                                                                                                                DESIGN
                                                                                                                       1.715




                                                                                                                                         1.769




                                                                                                                                                                                                                                                                                                  1.932




                                                                                                                                                                                                                                                                                                                                                    1.945




                                                                                                                                                                                                                                                                                                                                                                             1.980




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.075




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.101




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.142
                                                                   SURVEY                                                                                                                                                    SURVEY                                                                                                                                                                                                                SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.227
                                                                                                                                                                                                                                                                                                  -2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            -2.000
                                                                                                                       0.000




                                                                                                                                         2.000




                                                                                                                                                                                                                                                                                                                                                    0.000




                                                                                                                                                                                                                                                                                                                                                                             2.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.000
                                                                   OFFSET                                                                                                                                                    OFFSET                                                                                                                                                                                                                OFFSET

                                                                                                             CHAINAGE 3.543                                                                                                                                                                        CHAINAGE 15                                                                                                                                                                                                               CHAINAGE 30

                         0               2              4           6             8      10m


                                                       SCALE 1:200 A3



     Datum           AHD          Scale        As Shown            Status         FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                       ABN: 13 609 593 339 Project                                      Proposed Commercial Development                                                        Drawing Title    Driveway Longitudinal & Cross
     Date            August 2019                                   Drawn          JAG   Checked    CAG                                                                                                                                                                                                                                                                          PO Box 5028                                                                                                                                                     Sections
                                                                                                                                                                                                                                                  NORTH




                                                                                                                                                                                                                                                                                                                                                                            Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the     Designed       JAG   Approved   CAG                                                                                                                                                                                                                                                                                        Location                                  13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                                                                                                                                                                                                              QLD 4558
     No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                                   CHRIS GIBBERD    RPEQ
                                                                                 RPEQ    14557
                                                                                      13268                                                                                                                                                                                                                                                                            Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.
                                                                                                                   A           11-02-20 Amendments as per Council RFI                                           JAG   CAG
                                                                                                                                                                                                                                                                                                                                                    Email: [email protected] Client                                    Golden Breed                                                                           Project No.      2019072 Dwg No. 05              of   10   Issue   A
Document Set ID: 21121011                                                                                        Issue Date Description                                                                         By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Print Date: 24 April 2020, 12:22 PM

Page 16

Noosa Council documents




                                                                                                                                                                                                         0.60m (MIN)
                                                                                                                                                                                                                                                                                                                         LEGEND




                                                                                               0.50m
                                                                                                                                                                                                                                                                                                                              D          D
                                                                                                                                                                                     0.30m
                                                                                                                                                                                                                                                                                             0.80m




                                                                                                                                                                                                                                                                                     0.45m
                                                                                                                                                                                                 0.50m




                                                                                                                                                                                                                                      0.259m
                                                                                                       1.20m
                                                                                                                                                                                                                                                                                                                                       W




                                                                                                                                                                                                                        0.10m (MIN)
                                                                                                                                                                                                                                           A        SECTION A
                                                                                                                                                                                                                                               -      SCALE 1:50

                               DOUBLE PIT DESIGN SEDIMENT & GROSS POLLUTANT TRAP
                                                                                               SCALE 1:25




                                                                                                                                                                                                                                                                                                                                                     1.5%




                                                                                                                                                                                                                                                                                                                                                                                      1.5%
                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                              1.5%
                                                                                                                                                                                                                                                                                                     12 BOX WIDTHS


                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                        1%




                                                                                                                                                                                                                                                                                                                                             9 BOX LENGTHS
                                                                                                                                                                                              3.0%
                                                                                                                                                            1                                                                                                                                                                                                                                 FSL 2.36
                                                                                                                                                            1
                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                                                                                                          1




                                                                                                                                                                                                                                                                                                                                                                               1.5%
                                                                                                                                                                                       5
                                                                                                                                                                                    RP91777
                                                                                                                                                                                     418m²




                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                                                        1                                                                                                                                         FSL 2.34
                                                                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                              1.5%




                                                                                                                                                                                                                                                                                                                                                             1.5%
                                                                                                                                                                                                                                                                              é
                                                                                                                                                                                                                                                   FSL 2.14



                                                                                                                                                                                                                                                                                                                                                                    FSL 2.35
                                                                                                                                                                      -
                                                                                                                                                   APPROVED PLAN
                                                                                                                                                     OPW19/0223
                         0              1.0            2.0          3.0       4.0    5.0m
                                                                                                                                                   NOOSA COUNCIL
                                                                                                                                                    20 APRIL 2020
                                                     SCALE 1:100 A3
                                                                                                                                                                      -

     Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                                            ABN: 13 609 593 339 Project            Proposed Commercial Development                       Drawing Title       Stormwater and Details Plan
     Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                                                                   PO Box 5028
                                                                                                                                                                            NORTH




                                                                                                                                                                                                                                 Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                                                                 Location        13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                                                                   QLD 4558
     No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                                   CHRIS GIBBERD    RPEQ
                                                                                 RPEQ    14557
                                                                                      13268                                                                                                                                 Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.
                                                                                                               A   11-02-20 Amendments as per Council RFI       JAG   CAG
                                                                                                                                                                                                         Email: [email protected] Client          Golden Breed                                          Project No.         2019072 Dwg No. 06                              of    10    Issue   A
Document Set ID: 21121011                                                                                Issue Date Description                                 By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                                                                                                     Print Date: 24 April 2020, 12:22 PM

Page 17

Noosa Council documents




                                    SUGGESTED EXPANSION JOINT METHOD FOR CONTINUOUS POURING

                                     CONSTRUCTION NOTES AND METHODS
                                                                                                                                                                                     SAW CUT JOINT                                                                                 ISOLATION JOINT
                                                                                                                                                                                    (CONTROL JOINT)
                                                                                                                                                                                      (Maximum spacing 4m)




                                                                                                                                                                                                                                                                     FORMED JOINT (WITH SHEAR KEY)
                                                                                                                                                                       EXPANSION JOINT                                                                                     (CONTROL JOINT)
                                                                                                                                                                                                                                                                    (Maximum spacing 100mm thick 2m / 150mm thick 4m)
                                                                                                                                                                       (Maximum spacing 12m)




                                                                       MESH COVER



                                                                                                                                                                                                                                                                                                             -

                                                              DOWEL BAR SCHEDULE                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                                 OPW19/0223
                                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                20 APRIL 2020
                                                                                                                                                                                                                                                                                                             -




     Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                                ABN: 13 609 593 339 Project       Proposed Commercial Development             Drawing Title   Pavement & Jointing Details Plan
     Date            August 2019                                   Drawn      JAG   Checked    CAG                                                                                                       PO Box 5028
                                                                                                                                                               NORTH




                                                                                                                                                                                                     Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   CAG                                                                                                                     Location   13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                                       QLD 4558
     No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                                   CHRIS GIBBERD    RPEQ
                                                                                 RPEQ    14557
                                                                                      13268                                                                                                     Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.
                                                                                                      A   11-02-20 Amendments as per Council RFI   JAG   CAG
                                                                                                                                                                             Email: [email protected] Client     Golden Breed                                Project No.     2019072 Dwg No. 07             of   10   Issue   A
Document Set ID: 21121011                                                                            Issue Date Description                        By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                                             Print Date: 24 April 2020, 12:22 PM

Page 18

Noosa Council documents


                                                                                                                                                                                                                                                     LEGEND




                                                                                               -
                                                                            APPROVED PLAN
                                                                              OPW19/0223
                                                                                                                                                                                                                                                           D         D




                                                                            NOOSA COUNCIL                                                                                                                                                                            W



                                                                             20 APRIL 2020
                                                                                               -




                                                                                                                                                                                                                                                                                                        2.5




                                                                                                                                                                                                                                                                                                                      1.30
                                                                                                                                                       5
                                                                                                                                                    RP91777
                                                                                                                                                     418m²




                                                                                                                                                                                                                            é


                         0              1.0            2.0          3.0       4.0    5.0m


                                                     SCALE 1:100 A3



     Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                                                                                                 ABN: 13 609 593 339 Project       Proposed Commercial Development   Drawing Title       Tree SRZ Layout Plan
     Date            August 2019                                   Drawn      JAG   Checked        CAG                                                                                    PO Box 5028
                                                                                                                                            NORTH




                                                                                                                                                                                      Maroochydore BC
     © 360 Civil Consulting Pty Ltd - All Rights Reserved.
     This drawing as been produced for the sole benefit of the     Designed   JAG   Approved       CAG                                                                                                  Location   13 Noosa Dr, Noosa Heads
     Client in accordance with the Terms of Agreement.                                                                                                                                        QLD 4558
     No responsibility or liability will be assumed to any third   BEATRICE GIBBERD
                                                                   CHRIS GIBBERD    RPEQ
                                                                                 RPEQ    14557
                                                                                      13268                                                                                      Mobile: 0403 862 009
     party. This document shall only be used for the site and
     project specified.                                                                                                                                       Email: [email protected] Client     Golden Breed                      Project No.         2019072 Dwg No. 10        of    10   Issue   -
Document Set ID: 21121011                                                                                Issue Date Description   By Chkd
Version: 1, Version Date: 23/04/2020                                                                                                                                                                                                                                                   Print Date: 24 April 2020, 12:22 PM

Page 19

Noosa Council documents




                     Australian Tree Contractors & Arboricultural Consultants
                                P O Box 1411, Noosaville DC Qld 4566 E: [email protected] M: 0431586371
                                                        W: www.australianconsultarborist.com.au
                                                           Helping Trees and People Get Along
                      -
           APPROVED PLAN
             OPW19/0223
           NOOSA COUNCIL
            20 APRIL 2020
                      -




                                                                                  AUSTRALIAN TREE CONTRACTORS &
                                                                                  ARBORICULTURAL CONSULTANTS PTY LTD
                                                                                  “HELPING TREES AND PEOPLE GET ALONG”


                                                                                  Kurt Brown Dip Arb, TRAQ Certified



                     PIVOTAL PERSPECTIVE
        13 NOOSA DRV NOOSA HEADS 4567




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                                                                                 Print Date: 24 April 2020, 12:22 PM

Page 20

Noosa Council documents




                            Arboricultural Report and Tree Protection Methodology / Plan
                     Client: Pivotal Perspective
                     Site Address: 13 Noosa Drv Noosa Heads 4567
                     Date of Inspection: 15th October 15, 2019

                     Table of Contents
                         Professional Disclaimer
                         General References
                         Qualifications
                         Scope of Works
                         ARBORICULTURAL REPORT AND TREE PROTECTION METHODOLOGY.




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                                               Print Date: 24 April 2020, 12:22 PM

Page 21

Noosa Council documents




                     Professional Disclaimer: Although Australian Tree Contractors & Arboricultural Consultants PTY Ltd
                     (ACN 614 266 125) (ATCAC) use all due care and skill in providing you with the information made
                     available in this Report, to the extent permitted by law ATCAC otherwise excludes all warranties of any
                     kind, either expressed or implied. To the extent permitted by law, you agree that ATCAC is not liable to
                     you or any other person or entity for any loss or damage caused or alleged to have been caused
                     (including loss or damage resulting from negligence), either directly or indirectly, by your use of the
                     information (including by way of example, Arboricultural advice) made available to you in this report.
                     Without limiting this disclaimer, in no event will ATCAC be liable to you for any lost revenue or profits,
                     or for special, indirect, consequential or incidental damage (however caused and regardless of the
                     theory of liability) arising out of or related to your use of that information, even if Tree Logic has been
                     advised of the possibility of such loss or damage. This disclaimer is governed by the law in force in the
                     State of Queensland, Australia. This Report is addressed to you and may not be distributed to, or used
                     or relied on by, another person without the prior written consent of ATCAC. ATCAC accepts no liability
                     to any other person, entity or organisation with respect to the content of this Report unless that
                     person, entity or organisation has first agreed in writing to the terms upon which this Report may be
                     relied on by that other person, entity or organisation. Report Assumptions The following qualifications
                     and assumptions apply to the Report:  Any legal description provided to ATCAC is assumed to be
                     correct. Any titles and ownership of any property are assumed to be correct. No responsibility is
                     assumed for matters outside of ATCAC’s control.  ATCAC assumes that any property or project is not
                     in violation of any applicable codes, ordinances, statutes or other local, state or federal government
                     regulations.  ATCAC shall take care to obtain all information from reliable sources. All data shall be
                     verified insofar as possible; however, ATCAC can neither guarantee nor be responsible for the accuracy
                     of the information provided by others not directly under ATCAC’s control.  No ATCAC employee or
                     contractor shall be required to give testimony or to attend court because of the Report unless
                     subpoenaed or subsequent contractual arrangements are made, including payment of an additional
                     fee for such services.  Loss of the report or alteration of any part of the report not undertaken by
                     ATCAC invalidates the entire Report and shall not be relied upon by any party.  The Report and any
                     values expressed therein represent the opinion of ATCAC’s consultant and ATCAC’s fee is in no way
                     conditional upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent
                     event, nor upon any finding to be reported.  Sketches, diagrams, graphs and photographs used in the
                     Report, is intended as visual aids, are not necessarily to scale and should not be construed as
                     engineering or architectural drawings, reports or surveys.  Unless expressed otherwise: I) The
                     information contained in the Report will cover those items that were outlined in the project brief or
                     that were examined during the assessment and reflect the condition of those items at the time of
                     inspection; and ii) The inspection is limited to a visual examination of accessible components without
                     dissection, excavation or probing unless otherwise stipulated.  There is no warranty or guarantee,
                     expressed or implied by ATCAC, that the problems or deficiencies of the plants or site in question may
                     not arise in the future.  All instructions (verbal or written) that define the scope of the Report have
                     been included in the Report and all documents and other materials that the ATCAC Consultant has
                     been instructed to consider or to consider in preparing the Report have been included or listed within
                     the Report.  The Report is strictly limited to the matters stated in it and does not apply by implication
                     to any other matters.  To the writer’s knowledge all facts, matter and all assumptions upon which the
                     Report proceeds have been stated within the body of the report and all opinion contained within the
                     report will be fully researched and referenced and any such opinion not duly researched is based upon
                     the writer's experience and observations.

                      General References
                         Australian Standards AS 4373 – 2007 Pruning of amenity trees.
                              AS 4970-2009 - Protection of trees on development sites
                              Wild Plants of Greater Brisbane – Queensland Museum
                              Fraser Coast website and Maps/overlays
                              Evaluating Tree Defects – A Field Guide by Ed Hayes, Second Edition
                              Body Language of Trees - Research for Amenity Trees, Claus Mattheck




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                                                                                Print Date: 24 April 2020, 12:22 PM

Page 22

Noosa Council documents




                              Smiley E. Thomas, Nelda Matheny and Sharon Lilly April 2012. Tree Risk
                               Assessment: Levels of Assessment
                              Matheny Nelda and Jim Clark Feb 2009. Tree Risk Assessment: What we know
                               (and What We Don’t Know)
                              The use of the TRAQ as trained by the International Society of Arboriculture

                      Qualifications:
                              AQF Level 3 Arborist
                              AQF Level 5 Arborist
                              ISA Certified TRAQ Qualified Arborist
                              Previous QAA Executive Committee Member 2012 – 2017
                              President of the QAA 2014- 2016
                              Past President QAA 2016- 2017


                     The Scope of Works:
                     To supply an Arborist Assessment as per the supplied DA conditions from Noosa
                     Regional Council,




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                                                                Print Date: 24 April 2020, 12:22 PM

Page 23

Noosa Council documents




                     Arboricultural Assessment


                     Tree 1 Melaleuca quinquinervia




                     Tree 2            Melaleuca quinquinervia
                     DBH 0.605
                     Canopy 3m
                     Height 16m
                     SRZ 2.79m radius
                     TPZ 7.2m radius


                     Tree 3            Melaleuca quinquinervia
                     DBH 0.687




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                             Print Date: 24 April 2020, 12:22 PM

Page 24

Noosa Council documents




                     Canopy 12m
                     Height 14m
                     SRZ 2.89m radius
                     TPZ 8.4m radius


                     Tree 4            Cupaniopsis anacardioides
                     DBH 0.382
                     Canopy 15m
                     Height 9m
                     SRZ 2.36m radius
                     TPZ 4.8m radius




                     Tree 5            Cupaniopsis anacardioides
                     DBH 0.318
                     Canopy 10m
                     Height 12m
                     SRZ 2.21m radius
                     TPZ 3.6m radius


                     Tree 6            Eucalyptus tereticornis
                     DBH 0.509
                     Canopy 10m
                     Height 12m




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                               Print Date: 24 April 2020, 12:22 PM

Page 25

Noosa Council documents




                     SRZ 2.56m radius
                     TPZ 6m radius


                     Site Map



                     Observations
                     There is build up of debris and rubbish around the base of 2 3 4 5 6 and there has
                     been an alteration in the true ground level. There are limbs that are hyper extended
                     and need future proofing. There is across all trees identified paving across the root
                     plates and there is some disturbance of this paving as you would expect from all these
                     species. All trees identified appear in fair health considering the urban environment
                     they are within the already identified restrictions.
                     Prior to construction there will need to be root plate and canopy protection
                     implemented.


                     Tree Protection Methodology
                     All tree protection is as identified in AS4970-2009 and all pruning works to also
                     adhere to AS4373-2007. Prior to any excavation works in preparation for
                     development works as identified in the supplied plans, these conditions must be
                     implemented by ATCAC’s Level 5 Arborist (Project Arborist) prior to works
                     commencing,
                          1. Tree Protection Exclusion Zone fencing and signage as per AS 4373-2009
                          2. Removal of all material and non-historic soil from the Tree Protection Zone
                               (TPZ)
                          3. Trees 2 3 4 5 6 prior to any excavation works a root barrier is to be installed to
                               a depth of 1000mm with bentonite clay in the base of the trench and back
                               filled with bedding sand. All excavation to be done by a Vacuum Excavator
                          4. Mature forest blend mulch to a depth of a 150mm minimum on the TPZ on all
                               trees
                          5. Maintenance pruning on all weight burden limbs that may be impacted
                               throughout the works to be performed by Level 3 Arborist under direction of
                               the Project Arborist and as per AS 4373-2007
                          6. The Project Arborist must be present while the construction works happen to
                               ensure tree protection protocols outlines
                          7. Once the timeline of the project is determined the suitable inspection
                               intervals to be defined by the Project Arborist




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                                                                 Print Date: 24 April 2020, 12:22 PM

Page 26

Noosa Council documents




                          8. All design plan alteration that may impact on the identified trees the Project
                               Arborist needs to be consulted prior to these works being implemented.




                     Kind regards
                     Kurt Brown DIP Arb SCIT, ISA TRAQ Certified, Cert 3 Arb.
                     Professional Membership QAA, AA, ISA
                     M: 0431586371 W: www.australianconsultarborist.com.au




Document Set ID: 21121011
                  21097671
Version: 1, Version Date: 23/04/2020
                          05/03/2020                                                                Print Date: 24 April 2020, 12:22 PM

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”.