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ATTACHMENT 1

Negotiated Decision Noitce - MCU12/0133

 

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Page 2

                                          Officer:            Denis Wallace
                                          Direct Telephone:   (07) 5449 5179
                                          Fax:                (07) 5475 7277
                                          Our Reference:      DW008:ae:MCU12/0133
                                          Your Reference:     Not Provided

6 June 2013


Trustees of the Christian Brothers (Qld)
C/- Craven Ovenden Town Planning
PO Box 2088
MILTON BC QLD 4064


Dear Sir/Madam

                           Negotiated Decision Notice
                              Sustainable Planning Act 2009

I refer to your application and the representations you made in respect to the decision notice.
On 4 June 2013 Council decided your representations.

Details of the decision are as follows:

1.       APPLICATION DETAILS

Application No:                 MCU12/0133
Street Address:                 2 Girraween Ct SUNSHINE BEACH QLD 4567
Real Property Description:      Lot 3 RP 887636
Planning Scheme:                The Noosa Plan (8 August 2011)

2.       DECISION DETAILS

Council on 20 March 2013 decided to issue the following type of approval:
        Development Permit for Material Change of Use of Premises (Education - Type 2
         School)

In relation to representations, Council on 4 June 2013 decided to agree in part and issue a
Negotiated Decision Notice in accordance with the following:
A.       Agree to change Conditions 6(a), 17, 18(d) and 20.
B.       Refuse to change Condition 22.
C.       Include the Stormwater Management Plan in the Referenced Documents

3.       RELEVANT PERIOD OF APPROVAL

The relevant period for this development approval is 4 years starting the day that this
development approval takes effect.




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                                                                                       MCU12/0133

4.       ASSESSMENT MANAGER CONDITIONS

PLANNING

         When Conditions Must be Complied With
1.       Unless otherwise stated, all conditions of this Decision Notice must be complied with
         prior to the use commencing, and then compliance maintained at all times while the
         use continues.

         Approved Plans
2.       Development authorised by this approval must be undertaken generally in accordance
         with the Approved Plans listed within this Decision Notice.

         Nature and Extent of Approved Use
3.       The total number of enrolled students for the educational establishment must not
         exceed 80.

         Building Height
4.       The maximum height of the development must not exceed 8 metres above the finished
         ground level and the natural ground surface.

         Performance Bond
5.       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,
         prior to the issue of a Development Permit for Operational Works. 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.


LANDSCAPE & ECOLOGY

         Landscaping
6.       The development site must be landscaped*. The works must be undertaken in
         accordance with an Operational Works approval and the Noosa Plan Planning Scheme
         Policy 3 Landscaping Plants and Guidelines and must include in particular:
         (a)       a 10 metre wide landscaping strip along the Girraween court road frontage of
                   the subject site, exclusive of the access road, pedestrian path and
                   infrastructure connections only and uncompromised by any other infrastructure
                   items. Infrastructure connections should be co-located wherever feasible,
                   particularly with the access road and pedestrian path, to minimise disturbance
                   to this landscaping strip. Multiple connection points should be avoided. The
                   area is to be rehabilitated with dense planting with progeny of the Allocasuarina
                   littoralis She Oaks, with seed stock sourced from the active Glossy Black
                   Cockatoo food trees on the development site.
         (b)       details of protective fencing to provide a visual and physical screening (to
                   standard temporary fencing height) of the construction works from
                   Allocasuarina littoralis trees which are being actively used as food trees by
                   Glossy Black cockatoos.




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         (c)       details of all the Allocasuarina littoralis She Oaks actively used by Glossy Black
                   cockatoos, regardless of diameter, to be impacted upon by the development.
         (d)       landscaping works to pathway area to the west adjacent to the eastern edge of
                   the tennis courts. These works are to include the careful removal of the
                   concrete pathway without interfering significantly with vegetation designated for
                   retention. The area is to be rehabilitated with dense planting with progeny of
                   the Allocasuarina littoralis She Oaks, with seed stock sourced from the active
                   Glossy Black Cockatoo food trees on the development site.
         (e)       landscaping works to pathway area north of the site to the full extent of the
                   site’s northern boundary without compromising the functional integrity of the
                   fauna fencing to Eenie Creek Road. The area is to be rehabilitated with dense
                   planting with progeny of the Allocasuarina littoralis She Oaks, with seed stock
                   sourced from the active Glossy Black Cockatoo food trees on the development
                   site.
         (f)       details of an offset programme that satisfies the requirements of these
                   conditions and includes agreements with landholders in the vicinity which
                   demonstrate acceptance and maintenance of plantings of progeny of the
                   Allocasuarina littoralis She Oaks, with seed stock sourced from the active
                   Glossy Black Cockatoo food trees on the development site. The offset program
                   is to provide 5 individual plantings of progeny of the Allocasuarina littoralis She
                   Oaks for every one Allocasuarina littoralis She Oaks removed to facilitate the
                   development footprint.
         (g)       all progeny planting of Allocasuarina littoralis She Oaks required by these
                   conditions are to be certified by a suitably competent person as being sourced
                   from the seeds of active Glossy Black Cockatoo food trees on the development
                   site.
         (h)       translocation of grasstrees (Xanthorrhoea spp.) to be impacted upon by the
                   development within the landscaping areas.
         (i)       details of any fencing (boundary or otherwise) or other works that have the
                   potential to impact on vegetation nominated for retention
         (j)       removal of all weeds species listed in the following standards and legislation:
                   (i)    declared plants under the Land Protection (Pest and Stock Route
                          Management) Act 2002 and sub-ordinate Regulation 2003
                   (ii)   Undesirable species as listed in Noosa Plan Planning Scheme Policy 3
                          Landscaping Plants and Guidelines
                   *(Refer to Advisory Note)
7.       All landscape works must be established and maintained in accordance with
         horticultural best practice with construction techniques and irrigation that allow for
         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.
8.       All landscape works must be maintained generally in accordance with the approved
         design for the life of the development.

         Retention of Existing Trees
9.       All works must be carried out in accordance with Drawing Number 12-186 LP-01 and
         Drawing Number 12-186 LP-02 of the Vegetation Management Plan listed within this
         Decision Notice with the exception of the following:
         (a)       Retention of the vegetation in the south eastern front boundary setback as per
                   the Proposed External Works Plan revision B (2012-11-20) Fulton Trotter
                   Architects.




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                                                                                         MCU12/0133

         The Vegetation Management Plan must be resubmitted to Council incorporating the
         above amendments prior to the issue of any Development Permit for Operational
         Works.*
         *(Refer to Advisory Note)
10.      The trees identified for retention or planting in the conditions of this approval listed
         within this Decision Notice must be maintained in good health in accordance with best
         horticultural practice.
11.      A ―no clearing zone‖ must be established and maintained over the land area over the
         area identified as Tree Protection Zone on Drawing Number 12-186 LP-01 of the
         Vegetation Management Plan and including retention of the vegetation in the south
         eastern front boundary setback as per the Proposed External Works Plan revision B
         (2012-11-20) Fulton Trotter Architects, as amended by these conditions. The following
         activities must not be carried out within the no clearing zone:
         (a)       clearing, cutting down, poisoning, lopping or pruning of native vegetation which
                   is indigenous to, or planted within, the zone
         (b)       soil/spoil dumping and/or compacting
         (c)       soil excavation, other than for planting indigenous native plants.

         The following exceptions apply:
         (a)       declared plants under the Land Protection (Pest and Stock Route
                   Management) Act 2002 and sub-ordinate Regulation 2003, and Undesirable
                   species as listed in Noosa Plan Planning Scheme Policy 3 Landscaping Plants
                   and Guidelines
         (b)       indigenous native trees which pose a well-founded threat to persons or
                   property as approved in writing by Council

Bushfire Management
12.      The development must be carried out in accordance with a Bushfire Management Plan
         prepared by a qualified person* and referenced in a Development Permit for
         Operational Works. The Bushfire Management Plan must accommodate the retention
         of all of vegetation as required by the conditions contained herein.
13.      The Bushfire Management Plan must be properly endorsed by Queensland Fire and
         Rescue Services and a copy of the endorsement must be provided to Council with any
         application for operational works.
         *(Refer to Advisory Note)
14.      A copy of the Bushfire Management Plan for the development must be provided to the
         nearest fire authority.
15.      A bushfire evacuation plan for the site must be prepared by a qualified person* and
         submitted to Council prior to the issue of any Development Permit for Operational
         Works.
         *(Refer to Advisory Note)
16.      A copy of the bushfire evacuation plan for the development must be provided to the
         nearest fire authority.


ENGINEERING
         Site Access and Driveways
17.      A sealed or suitable permeable surface access driveway must be provided from
         Girraween Court to all parking and manoeuvring areas of the development. The




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                                                                                          MCU12/0133

         driveway must be located generally in accordance with drawing number 3286NO03-
         DA-03 revision B prepared by Fulton Trotter and varied to ensure that the construction
         and use of the driveway will not adversely affect the adjacent significant vegetation.
18.      The works must be undertaken in accordance with an Operational Works approval and
         must include in particular:
         (a)       a driveway crossover in accordance with IPWEAQ standard drawing SEQ R-
                   051
         (b)       a maximum driveway width of 6 metres within the Girraween Court road
                   reserve and widened within the site where necessary to permit vehicles to pass
         (c)       suitable safety measures, including warning signage, to improve driver
                   awareness of pedestrians and enhance pedestrian safety.
         (d)       a sealed or suitable permeable surface driveway for the full length of the
                   access to the proposed internal boundary, including underground service
                   conduits for the necessary services.

         Car Parking
19.      A total of 9 car parking spaces must be provided and marked on the site. The works
         must be undertaken in accordance with an Operational Works approval and must
         include in particular:
         (a)       3 staff parking spaces within the total, which are clearly marked for that
                   purpose
         (b)       1 disabled parking space within the total
         All car parking areas and access driveways must be maintained exclusively for vehicle
         parking and manoeuvring and kept in a tidy and safe condition at all times.

         Service Vehicles
20.      Service vehicle manoeuvring and access must be provided on the site for servicing the
         adjoining lot to the east. The works must be undertaken in accordance with an
         Operational Works approval and in particular must include area sufficient to allow a
         refuse vehicle access to the adjoining lot to the east.

         Pedestrian and Bicycle Facilities
21.      Pedestrian and bicycle facilities must be provided for the development. The works
         must be undertaken in accordance with an Operational Works approval and must
         include in particular:
         (a)       pedestrian pathways between the proposed car parking area and the buildings
         (b)       adequate separation of all specific pedestrian routes from vehicle access and
                   manoeuvring areas,
         (c)       signage and lighting at strategic locations to direct people to building entries
         (d)       a total of 16 bicycle parking spaces
         (e)       end of trip facilities involving 8 lockers, 2 male and female showers and change
                   rooms.

         Stormwater Quality/Quantity Management
22.      The site must be provided with a stormwater drainage system connecting to a lawful
         point of discharge. The works must be undertaken in accordance with an Operational
         Works approval and the Noosa Plans Water Sensitive Urban Design Code
         requirements, and must include in particular the works described in section 5.2 -




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                                                                                     MCU12/0133

         Flooding impacts downstream of the site of the Stormwater Management Plan (Bligh
         Tanner Pty Ltd, Site Based Stormwater Management Plan, Job No. 2012.167.600, 8
         August 2012) listed in this Decision Notice.
23.      A stormwater quality treatment system must be provided for the development. The
         works must be undertaken in accordance with an Operational Works approval and
         must include in particular provision of stormwater quality treatment devices including
         rainwater storage tanks of a size and location in accordance with those described and
         shown in the Stormwater Management Plan (Bligh Tanner Pty Ltd, Site Based
         Stormwater Management Plan, Job No. 2012.167.600, 8 August 2012) listed in this
         Decision Notice.

         Earthworks and Retaining Walls
24.      All fill and associated batters must be must be undertaken in accordance with an
         Operational Works approval, and contained entirely within the subject site unless
         written permission from the respective landowner(s) is provided to Council.

         Damage to Services and Assets
25.      Any damage caused to existing services and assets above or below the ground must
         be repaired:
         (a)       where the damage would cause a hazard to pedestrian or vehicle safety,
                   immediately; or
         (b)       where otherwise, upon completion of the works associated with the
                   development.

         Any repair work which proposes to alter the alignment or level of existing services and
         assets must first be referred to the relevant service authority for approval.


HYDRAULICS AND WATER QUALITY

         Stormwater Quality/Quantity Management
26.      The site must be provided with a stormwater drainage system connecting to a lawful
         point of discharge. The works must be undertaken in accordance with an Operational
         Works approval      and the Noosa Plans Water Sensitive Urban Design Code
         requirements, and must include in particular:
         (a)       the works described in section 5.2 - Flooding impacts downstream of the site of
                   the Stormwater Management Plan (Bligh Tanner Pty Ltd, Site Based
                   Stormwater Management Plan, Job No. 2012.167.600, 8 August 2012) listed in
                   this Decision Notice.
27.      A stormwater quality treatment system must be provided for the development. The
         works must be undertaken in accordance with an Operational Works approval and
         must include in particular:
         (a)       Provision of stormwater quality treatment devices including rainwater storage
                   tanks of a size and location in accordance with those described and shown in
                   the Stormwater Management Plan (Bligh Tanner Pty Ltd, Site Based
                   Stormwater Management Plan, Job No. 2012.167.600, 8 August 2012) listed in
                   this Decision Notice.




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                                                                                      MCU12/0133

         Rainwater Harvesting
28.      Operating rainwater collection tank/s must be provided for the development. The
         tank/s must be provided in accordance with an Operational Works approval and must
         include in particular:
         (a)       A minimum total tank capacity of 20000 litres
         (b)       re-use of harvested rainwater for internal non-potable uses and outdoor uses.

29.      Certification must be submitted to Council from a qualified person* which certifies that
         the rainwater collection tank/s and associated reticulation has been installed in
         accordance with the requirements of this Decision Notice.


UNITYWATER

Water & Sewer
30.      Construction activities must not impede the access of Unitywater or Fire Brigade
         personnel to vital infrastructure (eg. valves, fire hydrants and sewer access chambers).
31.      The fire-fighting demand on Unitywater’s water supply system from the development
         must not exceed 30 litres per second.
32.      Water meters must be located on alternative boundaries to electrical pillars.
33.      Buildings and other structures must maintain a minimum clearance of 1.5 metres from
         Unitywater sewer mains, and 1.0 metre from sewer manhole chambers and inspection
         openings.
34.      Storm water filtration/retention systems and gross pollutant traps must maintain a
         minimum clearance of 1.5 metres from Unitywater water supply and sewerage
         infrastructure.
35.      Tree plantings must maintain a minimum horizontal clearance of 1.0 metre from
         Unitywater water mains and 1.5 metres from Unitywater sewerage mains. Landscaping
         plants within these clearances must be low growing when mature and suitable
         approved varieties.
36.      Construction works undertaken in the vicinity of Unitywater water supply or sewerage
         infrastructure must not adversely affect the integrity of the infrastructure. All costs
         associated with repair, replacement or alteration of infrastructure must be met by the
         applicant.

5.       REFERRAL AGENCY CONDITIONS

The referral agencies applicable to this application are:

Referral               Referral    Agency      and Referral Trigger       Response
Status                 Address

Concurrence            Department of Transport &     State controlled    The agency provided its
                       Main Roads                     road matters        response on 2 October
                       PO Box 1600                   Public Passenger    2012 (Reference No.
                       Sunshine Plaza Postal Shop     Transport           TMR12-004078). A
                       MAROOCHYDORE QLD                                   copy of the response is
                       4558                          Railways            attached.

A copy of any referral agency conditions is attached.




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                                                                                       MCU12/0133

6.       APPROVED PLANS/DOCUMENTS

The approved plans and / or documents for this development approval are listed in the
following tables:

Approved Plans
Plan No.                      Rev.   Plan Name                                        Date
3286NO03 – DA-03              B      Proposed External Works Plan, prepared by 20/11/2012
                                     Fulton Trotter Architects
3286NO03 – DA-05              -      Elevations & Materiality, prepared by Fulton 7/8/2012
                                     Trotter Architects
3286NO03 – DA-06              -      Site Sections, prepared by Fulton Trotter 17/8/2012
                                     Architects

Plans Requiring Amendment
Plan No.                      Rev.   Plan Name                                        Date
Drawing Number 12- A                 Landscape plan – Vegetation Management 08-08-12
186 LP-01                            Plan prepared by inSite EM LA
Amendments                    A: Retention of the vegetation in the south eastern front boundary
                              setback as per the Proposed External Works Plan revision B
                              (2012-11-20) Fulton Trotter Architects

7.       REFERENCED DOCUMENTS

Referenced Document
Document No.           Rev.       Document Name                                Date
2012.167.600                      Site Based Stormwater Management Plan        8 August 2012
                                  prepared by Bligh Tanner Pty Ltd

8.       ADVISORY NOTES

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

PLANNING ASSESSMENT

         Development Compliance Inspection
1.       Prior to the commencement of the use, please contact Council's Development Audit &
         Response Unit to arrange a Development Compliance Inspection.

         Infrastructure Charges
2.       This Development Permit may trigger an ―Adopted Infrastructure Charge Notice‖ (if
         applicable) to be issued in accordance with Council’s “Adopted Infrastructure Charges
         Resolution” under the State Planning Regulatory Provision (Adopted Charges) and the
         Sustainable Planning Act 2009.




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                                                                                         MCU12/0133

LANDSCAPE & ECOLOGY

         Resubmission of Amended Documents Required
3.       The conditions of this Decision Notice require resubmission of the referenced
         Vegetation Management Plan to Council with amendments. Please address the
         amended document/s to Council’s Planning Assessment Branch with the Reference
         No. MCU12/0133, separate to any Operational Works application. To avoid delays
         and assessment issues with the Operational Works application, it is recommended the
         document be resubmitted prior to lodgement of any Operational Works application.
         Should the amended document not be submitted, the applicant is advised that a
         Preliminary Approval may be issued in lieu of a Development Permit.

         Preparation of a Landscape Plan
4.       All landscape works required by this approval must be demonstrated on a detailed
         Landscape Plan submitted to Council for Operational Works approval. The detailed
         Landscape Plan must:
         (a)       be prepared by a qualified person and submitted in A3 size (3 x hardcopies)
         (b)       be of a scale suitable for clear interpretation at A3 size
         (c)       include accurate depiction of trees to be retained and protected in relation to
                   the proposed development
         (d)       show all existing and proposed services including overhead power, drainage,
                   water and sewerage
         (e)       include important spot levels and/or contours
         (f)       include contextual information of the site including adjoining roads, land uses
                   and photographs of site
         (g)       show the extent and type of works, including hard surfaces, landscape
                   structures, podium planters, signage, amenity lighting, fencing, edging,
                   plantings and turf
         (h)       include a plant schedule with the following information: botanic names,
                   common names, total plant numbers, and pot sizes at the time of planting
         (i)       show landscape works for the full frontage of the development site
         (j)       include a north point, scale and legend as well as the name, contact details and
                   qualifications of the landscape consultant who prepared the plan.

         Qualified Person
5.       For the purpose of preparing a Landscape Plan, a qualified person is considered to be
         a landscape architect, landscape designer and/or horticulturist with a minimum of 3
         years current experience in the field of landscape design.

6.       For the purpose of preparing a Bushfire Management Plan, and for certifying
         compliance with the bushfire requirements of this Decision Notice, a qualified person is
         considered to be an ecologist with a minimum of 3 years current experience in the field
         of bushfire assessment and management.

7.       For the purpose of certifying the design of rainwater collection tanks, a qualified person
         is considered to be a Registered Professional Engineer of Queensland (RPEQ).




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                                                                                      MCU12/0133

ENGINEERING

         Building and Construction Industry (Portable Long Service Leave) Levy
1.       From 1 January 2000, the Building and Construction Industry (Portable Long Service
         Leave) Levy must be paid prior to the issue of a development permit where one is
         required for the 'Building and Construction Industry'. This applies to Building Works,
         Operational Works and Plumbing and Drainage Works applications, as defined under
         the Sustainable Planning Act 2009, where the works are $80,000 or more and
         matching the definition of 'Building and Construction Industry' under the Building and
         Construction Industry (Portable Long Service Leave) Act 1991. Council will not be able
         to issue a Decision Notice without receipt of details that the Levy has been paid.
         Should you require clarification in regard to the amendments to the Building and
         Construction Industry (Portable Long Service Leave) Act 1991, you should contact
         QLeave on 1800 803 481 (free call) or (07) 3212 6855.

         Co-ordination of Operational Works Assessment
2.       To assist Council to undertake an integrated assessment of the operational works
         application, all aspects of the works must be included in one (1) application and be in
         accordance with Council’s planning scheme. Additional application fees apply to
         applications where the different aspects of the works are lodged separately.
         Significant savings in application fees will result if all works are lodged in a single
         application.

         Preparation of a Preliminary Construction Management Plan
3.       The works identified in this Decision Notice will be required to be carried out in
         accordance with a Construction Management Plan endorsed by Council through an
         approval for Operational Works. To ensure expedient assessment of any Operational
         Works application, the applicant is advised to submit a preliminary Construction
         Management Plan that addresses the requirements of the planning scheme. In
         particular, the preliminary Construction Management Plan should address the
         following:
         (a)       provisions that ensure the proposed construction does not unduly impact on the
                   surrounding area and ensure the site is safe for members of the public,
                   implementing appropriate traffic signage in accordance with the Manual of
                   Uniform Traffic Control Devices (MUTCD) and making provision for safe
                   pedestrian access across the frontage of the site both during daily construction
                   and after daily construction has ceased.
         (b)       it is acknowledged that the Construction Management Plan will be a draft
                   document requiring finalisation upon appointment of the Principal Contractor
                   employed to construct the works and a final document will be required to be
                   submitted at the Pre-Start Meeting for the project.

UNITYWATER

         Services Connections
4.       Connection to Unitywater live water mains and the Unitywater live sewer system must
         be undertaken by Unitywater at the applicant’s cost.




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GENERAL

         Equitable Access and Facilities
5.       The plans for the proposed building work have NOT been assessed for compliance
         with the requirements of the Building Code of Australia – Part D3 as they relate to
         people with disabilities. Your attention is also directed to the fact that in addition to the
         requirements of the Building Code of Australia – Part D3 as they relate to people with
         disabilities, one or both of the following may impact on the proposed building work:
         (a)      the Disability Discrimination Act 1992 (Commonwealth); and
         (b)      Anti-Discrimination Act 1991 (Queensland).
         Sunshine Coast Regional Council recommends that the following matters be
         considered to address equitable access and facilities in the building:
         (a)      the building and environs should be designed to meet the requirements of the
                  Human Rights and Equal Opportunity Commission ―Advisory Notes on Access
                  to Premises‖ and AS 1428.2;
         (b)      applicants should be aware that a ―Disability Standard on Access to premises‖
                  is currently being developed and most likely will impose changes on the
                  Building Code of Australia; and
         (c)      any services and facilities in the building complex should allow independent,
                  dignified and equitable use of the services and facilities for all people.

         Aboriginal Cultural Heritage Act 2003
6.       There may be a requirement to establish a Cultural Heritage Management Plan and/or
         obtain approvals pursuant to the Aboriginal Cultural Heritage Act 2003.
         The ACH Act establishes a cultural heritage duty of care which provides that: ―A
         person who carries out an activity must take all reasonable and practicable measures
         to ensure the activity does not harm Aboriginal cultural heritage.‖ It is an offence to
         fail to comply with the duty of care. Substantial monetary penalties may apply to
         individuals or corporations breaching this duty of care. Injunctions may also be issued
         by the Land and Resources Tribunal, and the Minister administering the Act can also
         issue stop orders for an activity that is harming or is likely to harm Aboriginal cultural
         heritage or the cultural heritage value of Aboriginal cultural heritage.
         You should contact the Cultural Heritage Co-ordination Unit on 07 3239 3647 to
         discuss any obligations under the ACH Act.

9.       PROPERTY NOTES

The following property notes will be placed against the subject property in Council’s property
record system:
         MCU12/0133 – No Clearing Zone
         A ―no clearing zone‖ applies to this property for the purpose of vegetation protection.
         The landowner must maintain the property in accordance with the conditions of Council
         Approval MCU12/1033.

10.      PRELIMINARY APPROVAL OVERRIDING PLANNING SCHEME

Not Applicable




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11.      FURTHER DEVELOPMENT PERMITS REQUIRED

        Development Permit for Operational Works (Landscaping, Bushfire Management,
         Earthworks, Carparking, Driveways and Stormwater Drainage Works)
        Development Permit for Building Work (All Building Works)

12.      SELF ASSESSABLE CODES

The following codes for self-assessable development related to the development approval
issued under this Decision Notice must be complied with.
        Advertising Devices Code

13.      SUBMISSIONS

There were 13 properly made submissions about the application. In accordance with
Sustainable Planning Act 2009, the name and address of the principal submitter for each
properly made submission is provided and attached.

14.      REASONS / GROUNDS FOR APPROVAL DESPITE CONFLICT WITH SCHEME

Not Applicable

15.      RIGHTS OF APPEAL

You are entitled to appeal against this decision. A copy of the relevant appeal provisions from
the Sustainable Planning Act 2009 is attached.

Please note that the development approval does not take effect and cannot be acted upon,
until the end of the submitter's appeal period.

16.      OTHER DETAILS

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

DECISION NOTICE HISTORY
MCU12/0103 Original Decision Notice 20 March 2013.
MCU12/0103 Negotiated Decision Notice 4 June 2013.

Yours faithfully



DENIS WALLACE
SENIOR DEVELOPMENT PLANNER


Enc:     Appeal Rights
         List of Submitters

Cc:      Department of Transport & Main Roads
         PO Box 1600 , Sunshine Plaza Postal Shop
         MAROOCHYDORE QLD 4558




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                                                                                                                                                                                                                                                                                    .5
                                                                                                                                                                                                                                                                                  35                                                                                                                        33.0



                                                                                                                                                                                                                                                     35.
                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                            35.0
                                                                                                                                                                                                                                          34
                                                                                                                                                                                                                                            .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LP
                                                                                                                                                                                                                                34
                                                                                                                                                                                                                                  .0



                                                                                                                                                                                                                                                                                                                                                                    10,000                              10,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Screw in Conc
                                                                                                                                                                                                                                  Proposed Boundary - plotted from RC246435                                                                                      VEHICLE ACCESS                  VEGETATION BUFFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N 4975.847
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E 934.512
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STN 2001
                                                                                                                                                                                                                                                                                                                                                                   EASEMENT                          EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL 32.86
                                                                                                                                                                                                                                                                                                                                                   34.5
                                                                                                                                                                              5
                                                                                                                                                                            .7
                                                                                                                                                                          33




                                                                                                                                                                                                                                                                                                                                                          34.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                VEGETATION BUFFER
                                                                                                                                                                                                                          BICYCLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Road
                                                                          SITE BOUNDARY                                                                                                                                   RACKS
                                                                                                                                                                                                                                                                                                               LOADING




                                                                                                                                                                                                                                                                                                                                                                                                                                                    EASEMENT
                                                                                                                           .0
                                                                                                                         34
                                                                                                                                                                                                                                                                                                                ONLY




                                                                                                                                                                                                                                                                                                                                                                                                                                     20,000
                                                                                                                                                                                                             .5
                                                                                                                                                                                                           33
                                                                                                                                                                                                                                                                                                                                                                             33.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   of
                                                                                                                                                                                                                                                                               CREATE
                                                                                                                                    KNOWLEDGE                                                                                                                                  RL 33.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CL
                                                                                                                                         RL 34.600




                                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                                                                                                                              A: 255.6 m2                                                                             ACCESS ROAD
                                                                                                                                        A: 115.3 m2
                                                                                                                                                                                                                                                                                                                                                                                            .0
                                                                                                                                                                                                                                                                                                                                                                                          33




                                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                   .7
                                                                                                                                                                                                                                                                                                                                                                                                                 32
                                                                                                                                                                                                                                                                                                                               CAR PARK




                                                                                                                                                                                                                                                                                                                                               3
                                                                                                                                                                                                                                                                                                               7
                                                                                                                                                                                                                                                                                                                                   RL 32.850




                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                               6




                                                                                                                                                                                                                                                                                                                                               1




                                                                                                                                                                                                                                                                                                                                                                                                                                                VEHICLE ACCESS
                                                                                                                                                                                                                                                                                                               5




                                                                                                                                                                                                                                                                                                                                                                                                                                                  EASEMENT
                                                                                                                                                                                                                                                                                                        REFUSE




                                                                                                                                                                                                                                                               .0




                                                                                                                                                                                                                                                                                                                                                                                                                                     10,000
                                                                                                                                                                                                                                                                                                      ENCLOSURE




                                                                                                                                                                                                                                                             33




                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                AMENITIES                                                           PLAY
                                                                                                                                RL 34.600
                                                                                                                                                                                                    OVAL
                                                                                                                                A: 20.2 m2
                                                                                                                                                                                                                                                                                                                         LINE OF
                                                                                                                                                                                                                                                                                                                         FENCING
      R O A D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C O U R T
                                  EXTG ANIMAL FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              32
      C R E E K




                                                                                                                                                                                                                                                                                                   COVERED DECK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G I R R A W E E N
                                                                                                                                                                                                                                                                                                          RL 33.500
      E E N I E




                                                                                                                                    RETREAT




                                                                                                                                                                                                                                                                                                                                                                                                                                .5
                                                                                                                                                                                                             SOUND




                                                                                                                                                                                                                                                                                                                                                                                                                              32
                                                                                                                                    RL 34.600
                                                                                                                                                                                                            RL 33.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PATH
                                                                                                                                   A: 123.2 m2
                                                                                                                                                                                                            A: 77.2 m2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TE
                                                                                                                                                                                                                                                                       EAT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXTG CONCRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             32.75
                                                                                                                                                                                                                                                                     RL 33.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Road
                                                                                                                                                                                                                                                                     A: 70.4 m2                           SUPPORT
                                                                                                                                                                                                                                                                                                           RL 33.500
                                                                                                                                    34.0




                                                                                                                                                                                                                                                                                                          A: 208.4 m2                                                                                    32.25
                                                                                                                                                                                      33.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         of
                                                                                                                 34.25




                                                                                                                                                                                                                                                                                            32.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CL
                                                                                                                                                                                                                                                                                                                                                                                                                                                SETBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                        2,000
                                                                                                   2,000




                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                      Screw in Conc
                                                                                                                                    3,385
                                                                                                                                            565




                                                                                                            2,000                                                                                                                                                                                                                                                                                                  6,000
                                                                                                                                                                      N 5060.720
                                                                                                                                                                      RL 33.715
                                                                                                                                                                      E 875.244




                                                                                                                                                                                                                                                                                                                                                                                                                 SETBACK
                                                                                                                                                                      STN 2003
                                                             .75
                                                           34




                                                                                                                                                                                             WT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Screw in Conc
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N 4974.437
                                                                                                                                                                                                                                                             EXTG CONCRETE PATH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 32.800
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E 875.425
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STN 2000
                                                                                                                                                                                                                                                                                               32.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LP
                                                                                                                                                               34.0
                                                                                                                           34.5
                                                                                                                                                                                                                                                              33
                                                                                                                                                                                                                                                                .0                                 33.0
                                                                                                                                                                                                                                        33.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      32.75
                                                                                                                                      34.5                                                   34.0




                                                                                                                                                                                                                                                                                                                                                                                                                           .0
                                                                                                                                                                                                                                                                                                                                                                                                                         33
                                                                                                                                             34.0                                                                                                                                                                                                                                                      .0
                                                                                                                                                                                                                         33.5
                                                                                                                                                                                                                                                                                                                                                                                                     33
                                                                                                                                                                                                                                                                                                      33.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10 ON STREET
                                                                                                                                                                                                                                                                                                   SUNSHINE COAST REGIONAL COUNCIL                                                                                                                                                                  PARKING BAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING                                            BUILDING INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GFA: APPROX 830m2
                                                                                                                                                                                                                                                                                                                        APPROVED                                                                                                                                                                                                                CAR PARK AREA: APPROX 310m2
                              1                       PLAN                                                                                                                                                                                                                                            MCU                  12/0133                 20 MAR 13                                                                                                                                                                               COUNCIL ACCESS ROAD: APPROX 250m2
                                                      PROPOSED EXTERNAL WORKS PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SITE COVER: APPROX 2000m2
                                                      SCALE: 1:200                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SLAB ON GROUND: APPROX 177m2



PROPOSED EXTERNAL WORKS PLAN                                                                                                                      REVISION B (2012-11-20): REVISED COUNCIL EASEMENT
Noosa FLC                                                                                                                                                                                                                                                                                                                                          N

Edmund Rice Education, Sunrise Beach QLD                                                                                                                                                                                                                                                                                                                                          0   2     4       6                    10               Scale 1:200 @ A1 20
3286NO03 - DA-03

plot date: Tuesday, 20 November 2012                   file location: teamwork://BNEBIM/3286NO03 Noosa FLC v16

Page 15

                    NORTH PERSPECTIVE                                                                                                                           EAST PERSPECTIVE

                                                                                                  SOLAR PANELS   METAL ROOF SHEETING   PLYWOOD FLOORS / WALLS                 FC CLADDING   COLOURED INSITU CONCRETE                           TIMBER DECKING
        MATERIALS




                    POLYCARBONATE CLADDING                                     PERMEABLE PAVING                                                     FENCING UNDER BUILDINGS                                            TIMBER BATTEN SCREENS




                                                                                                                                                                                                                                                 SUNSHINE COAST REGIONAL COUNCIL

                    SOUTH PERSPECTIVE                                                                                                                           WEST PERSPECTIVE                                                                           APPROVED
                                                                                                                                                                                                                                                   MCU          12/0133   20 MAR 13



ELEVATIONS & MATERIALITY
Noosa FLC
Edmund Rice Education, Sunrise Beach QLD                                                                                                                                                                                         @ A1
3286NO03 - DA-05

plot date: Tuesday, 7 August 2012   file location: teamwork://BNEBIM/3286NO03 Noosa FLC

Page 16

                                                                                                                        2,020
                                      Water Tank Tower
                                      RL +39.300



                                       Roof
                                       RL +36.200


                                       Ground Floor
                                       RL +33.500




                                           A-A           SECTION
                                                         A-A SITE SECTION
                                                         SCALE: 1:200




                                                                                                                          2,020
                                      Water Tank Tower
                                      RL +39.300



                                       Roof
                                       RL +36.200


                                       Ground Floor
                                       RL +33.500




                                           B-B           SECTION
                                                         B-B SITE SECTION
                                                         SCALE: 1:200




                                                                                            Water Tank Tower
                                                                                            RL +39.300



                                                                                                Roof
                                                                                                RL +36.200
                                                                                                                                                                               SUNSHINE COAST REGIONAL COUNCIL

                                                                                                Ground Floor
                                                                                                RL +33.500                                                                               APPROVED
                                                                                                                                                                                 MCU         12/0133       20 MAR 13




                                                                                          C-C        SECTION
                                                                                                     C-C SITE SECTION
                                                                                                                                                                                                TYPICAL ROOF INFORMATION
                                                                                                     SCALE: 1:200                                                            ALL ROOF PITCHES ARE EITHER 7.5 OR 10 DEGREES
                                                                                                                                                                                                 ALL EAVES ARE 600-1200mm



SITE SECTIONS
Noosa FLC
Edmund Rice Education, Sunrise Beach QLD                                                                                          0   2   4   6   10   Scale 1:200 @ A1 20
3286NO03 - DA-06

plot date: Friday, 17 August 2012   file location: teamwork://BNEBIM/3286NO03 Noosa FLC

Page 17

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TREE SCHEDULE
LANDSCAPE ARCHITECTS:
Point No Spread (m) Diameter (mm) Height (m) Species Retain/Remove Foraging
2091 5 160 7 Allocasuarina littoralis Retain No
Remove existing 2092 6 150 5 Banksia aemula Retain N/A
: 2093 4 250 5 Allocasuarina littoralis Retain No
concrete path prior to 2095 3 300 3 Banksia aemula Retain N/A
revegetation works 2096 4 250 3 Banksia aemula Retain N/A
2097 3 200 5 Allocasuarina littoralis Retain No °
2098 5 250 5 Allocasuarina littoralis Retain No
2099 3 250 3 Banksia aemula Retain N/A lf)
2101 3 250 3 Banksia aemula Retain N/A E M L A
2102 3 200 3 Allocasuarina littoralis Retain No
2103 2 200 4 Banksia aemula Retain N/A ° ‘ ° :
_ 3404 6 400 4 Banksia aemula Retain NA Enviromental ManagementeLandscape Architecture
Remove existing 2105 5 300 6 Allocasuarina littoralis Retain No inSITE EM LA
; 2106 3 200 6 Banksia aemula Retain N/A in
concrete path prior to 2107 4 300 7 Allocasuarina littoralis Remove No P.O. BOX 2460
revegetation works 2112 4 350 3 Banksia aemula Retain N/A KEPERRA, QLD 4054
2113 4 250 4 Banksia aemula Retain N/A
2114 2 300 3 Banksia aemula Retain N/A T: 07 3351 8425
2116 3 200 4 Banksia aemula Retain N/A F: 07 3351 8635
2117 5 200 3 Banksia aemula Retain N/A M: 0421 883 238
2118 4 250 4 Banksia aemula Retain N/A .
2124 4 250 4 Banksia aemula Retain N/A __ABN:89 115 479 046
2122 5 250 3 Banksia aemula Retain N/A EMAIL:[email protected]
2163 2 150 3 Banksia aemula Remove N/A
2165 3 300 3 Banksia aemula Retain N/A CHENT:
2166 3 250 3 Banksia aemula Retain N/A Christian Brothers
2168 3 250 4 Banksia aemula Retain N/A
2464 5 200 6 Corymbia intermedia Retain N/A
2469 3 250 4 Banksia aemula Remove N/A
2470 3 250 4 Banksia aemula Remove N/A PROJECT:
2474 3 250 3 Banksia aemula Remove N/A
2475 3 250 3 Banksia aemula Remove N/A Noosa Flexible Learning Centre
2476 3 250 3 Banksia aemula Remove N/A
2477 3 200 5 Banksia aemula Retain N/A
2480 5 200 4 Banksia aemula Retain N/A
2481 3 200 4 Banksia aemula Retain N/A
2485 5 300 4 Banksia aemula Retain N/A
2486 6 400 5 Banksia aemula Retain N/A PROJECT No:
a . re 2496 6 300 7 Allocasuarina littoralis Remove No
al Proposed open space tr AY BOY 2497 5 350 7 Allocasuarina littoralis Remove No 12 - 186
Remove existing Indi : Onl 4 t } A 2498 5 350 7 Allocasuarina littoralis Remove No
concrete path prior to (Indiacative, Only) ANS BT Sao argh 2499 4 200 5 Allocasuarina littoralis) Remove No
. / ‘ | 2500 3 200 3 Banksia aemula Remove N/A
revegetation works 2501 3 300 3 Banksia aemula Remove N/A
2502 3 200 3 Banksia aemula Remove N/A LEGEND
2505 5 350 3 Banksia aemula Remove N/A ss
2506 3 250 4 Banksia aemula Remove N/A 2 7
2507 5 250 4 Banksia aemula Retain N/A + 4 Allocasuarina littoralis to be retained
2508 5 250 4 Banksia aemula Remove N/A ( + refer Vegetation Management notes VMP 02
2509 4 250 5 Allocasuarina littoralis Remove No
2510 6 200 6 Allocasuarina littoralis Retain No
2511 6 200 6 Allocasuarina littoralis Remove No
2512 6 350 6 Allocasuarina littoralis Retain No Banksia aemula to be retained
2513 3 300 3 Banksia aemula Remove N/A refer Vegetation Management notes VMP 02
2514 4 300 3 Banksia aemula Remove N/A
2515 6 250 6 Allocasuarina littoralis Retain No
2516 5 250 7 Allocasuarina littoralis Retain No
2527 6 400 7 Allocasuarina littoralis Retain No Allocasuarina littoralis to be removed
2528 4 300 3 Banksia aemula Retain N/A refer Vegetation Management notes VMP 02
2531 4 300 5 Banksia aemula Retain N/A
2532 5 250 7 Banksia aemula Retain N/A
9011 5 250 6 Banksia aemula Retain N/A
\ 3005 3 120 7 Banksia aemula Remove N/A Banksia aemula to be removed
Remove existing 3007 3 150 4 Banksia aemula Remove N/A refer Vegetation Management notes VMP 02
j 3008 4 120 7 Allocasuarina littoralis Retain No
concrete pai prior to 3009 6 120 8 Allocasuarina littoralis Retain No
revegetation works 3012 6 150 8 Allocasuarina littoralis| Retain Yes —
3013 6 150 8 Allocasuarina littoralis Retain Yes >>>. Tree Protection Zone (indicative only)
3014 6 120 6 Allocasuarina littoralis Retain No 7> . refer Vegetation Management notes VMP 02
3015 8 200 6 Allocasuarina littoralis Remove Yes
3016 8 150 6 Allocasuarina littoralis Retain No
3017 6 100 6 Allocasuarina littoralis Retain No =
3018 3 120 4 Banksia aemula / Retain N/A N Revegetation Zone (indicative only)
3019 6 100 6 Allocasuarina littoralis Retain No NY refer Vegetation Management notes VMP 02
3020 3 120 4 Banksia aemula Remove N/A
3021 6 120 6 Allocasuarina littoralis Retain No
3022 6 120 6 Allocasuarina littoralis Remove No
3024 3 120 3 Banksia aemula Retain N/A
3025 3 120 3 Banksia aemula Remove N/A
3026 6 200 4 Banksia aemula Retain N/A
3027 6 200 4 Banksia aemula Retain N/A
3028 3 100 4 Banksia aemula Retain N/A
3029 3 100 4 Banksia aemula Retain N/A
3030 3 100 4 Banksia aemula Retain N/A
3031 4 100 6 Allocasuarina littoralis Retain No
3032 3 300 4 Banksia aemula Retain N/A
3033 4 100 6 Allocasuarina littoralis Retain No
6 7 3034 4 200 6 Allocasuarina littoralis Retain :
3035 4 100 3 Banksia aemula Remove /A | |
3036 4 250 4 Banksia aemula Remove /SUNSHINE COAST REGIONAL COUNCIL
3038 3 100 2 Banksia aemula Remove /A
ati 3039 4 200 4 Banksia aemula Remove /A
Remove existing 3040 4 200 4 Banksia aemula Remove A
concrete path prior to CAR PARK 3042 3 100 4 Banksia aemula Retain JA AP PROVED
j 3043 3 100 4 Banksia aemula Remove /A
revegetation works 3044 3 120 4 Banksia aemula Remove /A
3045 3 120 4 Banksia aemula Remove VAOPW! 13/0463.01 8 Nov 2013
3046 4 100 6 Allocasuarina littoralis Remove °
3047 3 90 5 Allocasuarina littoralis Remove °
3048 5 120 7 Acacia disparrima Remove 7A
3049 5 120 7 Allocasuarina littoralis Retain No
3050 8 50 8 Allocasuarina littoralis Remove No
3051 8 100 8 Allocasuarina littoralis Retain No
3052 8 100 8 Allocasuarina littoralis Retain No
3056 8 80 4 Allocasuarina littoralis Remove No
3058 4 90 3 Banksia aemula Remove N/A
3059 5 150 4 Banksia aemula Retain N/A
3060 5 100 3 Banksia aemula Retain N/A
3061 3 100 4 Banksia aemula Retain N/A
3063 5 100 4 Banksia aemula Retain N/A
la 3064 5 100 4 Banksia aemula Retain N/A
Remove existing 3065 5 100 4 Banksia aemula Remove N/A C 9-1 0-1 3 For Construction
| 3066 5 100 4 Banksia aemula Remove N/A -U6- or lenaer
concrete path prior to 3067 5 100 4 Banksia aemula Remove N/A A___|22-05-13 | For OP WKS Assessment
revegetation works 3068 5 100 4 Banksia aemula Remove N/A Revision Date: Description:
3069 5 100 4 Banksia aemula Retain N/A "
3071 5 100 4 Banksia aemula Remove N/A NORTH
3072 5 100 4 Banksia aemula Remove NIA w ea
3073 5 100 4 Banksia aemula Remove N/A
3074 5 100 4 Banksia aemula Remove N/A =
3075 5 100 4 Banksia aemula Remove N/A DRAWING TITLE
3076 5 100 4 Banksia aemula Remove N/A Vegetation Management Plan -
3077 3 90 4 Banksia aemula Remove N/A Tree Protection
3079 6 150 6 Allocasuarina littoralis Remove No
3080 5 100 5 Banksia aemula Retain N/A DRAWING NUMBER
3081 6 90 6 Allocasuarina littoralis Retain No
3082 6 120 6 Allocasuarina littoralis Retain No 12-186 VMP 01
3083 3 90 2 Banksia aemula Remove N/A
3084 3 90 2 Banksia aemula Retain N/A
3085 3 90 3 Banksia aemula Retain N/A SCALE DATE DRAWN BY: | CHECKED
3086 6 120 6 Allocasuarina littoralis Retain No .
3088 3 100 3 Banksia aemula Remove N/A 1: 200 @ Al July 2012 -
Dense 3089 2 100 3 Allocasuarina littoralis Retain Yes
i 3090 2 100 3 Allocasuarina littoralis Retain Yes This plan was prepared for the exclusive use of INSITE EM LA Pty Ltd to accompany
Vegetation 3091 2 100 3 Allocasuarina littoralis Retain Yes relevant documentation for submission & shall not be used for any other purpose or
O OC (Banksia and © 3092 2 100 3 Allocasuarina littoralis Remove Yes by any other persons or company. /
O i 3093 2 400 3 Allocasuarina littoralis Remove Yes Do not scale from this plan, use dimensioning where possible.
© Allocasuarina ) 3094 3 100 3 Allocasuarina littoralis Retain Yes ©Copyright INSITE EM LA Pty Ltd 2008. No reproduction, alteration or copying of
© hone oer mom thereof is permitted without the written permission of
ty .

 

 

 

Page 18

 

 

 

SUNSHINE COAST REGIONAL COUNCIL

APPROVED
OPW 13/0463.01 8 Nov 2013

 

 

 

Remove existing
concrete path prior to
revegetation works

Remove existing
concrete path prior to
revegetation works

Remove existing
concrete path prior to
revegetation works

Remove existing
concrete path prior to
revegetation works

Remove existing
concrete path prior to
revegetation works

Remove existing
concrete path prior to
revegetation works

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

     
   

 

 

LANDSCAPE ARCHITECTS:

E M L A
Enviromental ManagementeLandscape Architecture

inSITE EMLA
P.O. BOX 2460
KEPERRA, QLD 4054

T: 07 3351 8425

F: 07 3351 8635

M:0421 883 238

ABN:89 115 479 046
EMAIL:[email protected]

 

 

 

CLIENT:
Christian Brothers

 

 

PROJECT:

Noosa Flexible Learning Centre

 

 

 

 

 

 

 

PROJECT No:
12-186
LEGEND
+ 4 Allocasuarina littoralis to be retained
+ refer Vegetation Management notes VMP 04
Banksia aemula to be retained
we refer Vegetation Management notes VMP 04

 

Tree Protection Zone (indicative only)

~
2) refer Vegetation Management notes VMP 04

 

 

 

 

+ e+ Mulched Zone
Foot + + refer Construction Notes
+ + +
+o +
v a an Turf:
v Vv Type: Noosa Turf Buffalo Blend
Vv Vv Vv Contact: Noosa Turf Supplies 07 5449 1224

refer Vegetation Management notes on VMP 04

 

 

Stabilised Decomposed Granite Path
refer Detail 01 on VMP 03

 

 

 

Revegetation Mix A
refer Plant Schedules on VMP 03 &
Vegetation Management notes on VMP 04

 

 

Revegetation Mix B
refer Plant Schedules on VMP 03 &
Vegetation Management notes on VMP 04

V
Revegetation Mix D
refer Plant Schedules on VMP 03 &
Vegetation Management notes on VMP 04

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Cc 9-10-13 For Construction

B 11-06-13 For Tender

A 22-05-13 For OP WKS Assessment
Revision Date: Description:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Rot

Dense
Vegetation
(Banksia and ©
Allocasuarina )

 

 

NORTH
w ea

s

 

DRAWING TITLE
Vegetation Management Plan -
Revegetation & Surface Treatments Plans

 

DRAWING NUMBER

12-186 VMP 02

 

SCALE DATE DRAWN BY: | CHECKED

 

 

 

1: 200 @ A July 2012 -

 

 

This plan was prepared for the exclusive use of INSITE EM LA Pty Ltd to accompany
relevant documentation for submission & shall not be used for any other purpose or
by any other persons or company.

Do not scale from this plan, use dimensioning where possible.
©Copyright INSITE EM LA Pty Ltd 2008. No reproduction, alteration or copying of

this document or part thereof is permitted without the written permission of
INSITE EM LA Pty Ltd.

 

 

 

Page 19

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TEMPORARY CONSTRUCTION FENCING
Panel Dimensions: 1800 high by 2400 wide

 

 

 

 

 

PLANT SCHEDULE REVEGETATION MIX A
[Trees
Biological Name Cc N Planting Size [Planting Density) Mi nip
9g ommon Name 9g (m. spacings) umber
Allocasuarina littoralis Black Sheoak NT 2.0 75
PLANT SCHEDULE REVEGETATION MIX B
Shrubs
. : . . Planting Density
Biological Name Common Name Planting Size (m. spacings) Number
Xanthorrhoea spp Grasstree Transplant 3.0 40
PLANT SCHEDULE REV MIX C
Groundcovers
. : . . Planting Density
Biological Name Common Name Planting Size (m. spacings) Number
Lomandra multiflora Club Rush NT 0.8 80
Shrubs
. . . . Planting Density
Biological Name Common Name Planting Size (m. spacings) Number
Austromyrtus dulcis Midgen Berry NT 1.0 65
Baeckea frutescens Weeping Coast Myrtle NT 1.0 80
Leptospermum polygalifolium Wild May NT 1.0 40
Shrubs
. . . . Planting Density
Biological Name Common Name Planting Size (m. spacings) Number
Allocasuarina littoralis Black Sheoak NT 2.0 25 SUNSHINE COAST REGIONAL COUNCIL
Banksia aemula Wallum Banksia NT 2.0 25

 

 

 

 

 

APPROVED
OPW 13/0463.01

 

8 Nov 2013

Description

 

 

 

Table 1 Weeds found during site survey

 

Biological Name

Common Name

Location

Removal Method

 

Ageratum houstonianum

Blue Billy Goat Weed

Various location in isolated infestations throughout the site

Small infestations can be hand picked or or larger infestation can be treated using
a backpack sprayer with Glyohosate 360 at manufacturer's recommended rates

 

Asparagus aethiopicus

Asparagus Fern

Small infestations in various locations in isolated infestations
throughout the site

Small infestations can be controlled by removing above ground parts and digging
up rhizomes and tubers, where practicable, with continued monitoring of any
regrowth. Prevention of flowering is vital in existing stands as once seeds are set,
control of their dispersal by birds is impossible.

 

Bidens pilosa

Cobbler’s Pegs

Various location in isolated infestations throughout the site
particularly adjacent to Girraween Crt and along the bike path

Small infestations can be hand picked or larger infestation can be treated using a
backpack sprayer with Glyphosate 360 at manufacturer's recommended rates.
Seed pods should be removed and bagged prior to treatment

 

Cenchrus echinatus

Mosman River Grass

Various location in isolated infestations throughout the site
particularly adjacent to Girraween Crt and along the bike path

Small infestations can be hand picked or larger infestation can be treated using a
backpack sprayer with using Glyphosate 360 at manufacturer's recommended
rates. Follow up treatment is recommended.

 

Euphorbia cyathophora

Painted Spurge

Various location in isolated infestations throughout the site
particularly adjacent to Girraween Crt and along the bike path

Small infestations can be hand picked or larger infestation can be treated using a
backpack sprayer with using Glyohosate 360 at manufacturer's recommended
rates. Follow up treatment is recommended.

 

Macrotyloma axillare

Archer axillaries

Small infestations in various locations in isolated infestations
throughout the site particularly adjacent to Girraween Crt

Small infestations can be controlled by removing above ground parts and digging
up rhizomes and tubers, where practicable, with continued monitoring of any
regrowth. Prevention of flowering is vital in existing stands as once seeds are set,
control of their dispersal by birds is impossible.

 

Megathyrsus maximum

Guinea Grass

Various location through cleared areas of the site

Small infestations can be hand picked or larger infestation can be treated using a
backpack sprayer with using Glyphosate 360 at manufacturer's recommended
rates. Follow up treatment is recommended.

 

Sphagneticola trilobata

 

Singapore Daisy

 

Isolated infestations throughout the site particularly adjacent to
Girraween Crt and along the bike path

 

Small infestations can be hand picked but care should be taken to remove the
entire plant including stems and shoots as the plant will regrow from the smallest
segment of plant remaining or larger infestation can be treated using a backpack

sprayer with using metsulfuron-methyl
(600 g/L) at 10 g per 100 L water plus wetting agent.

 

Follow up treatment is recommended.

 

Stabalised decomposed granite with a slight
camber for drainage
75mm minimum depth.

Landscape treatment as detailed

refer Revegetation Plan on VMP 02, Plant
Schedules on VMPO3 and Vegetation Management
Notes of VMP 04

 

Notes:

° Decomposed granite pathway to be stabilised with cement at a ration of 11:1 min

Stabalised decomposed granite with a slight

Ot camber for drainage

Landscape treatment as detailed

refer Revegetation Plan on VMP 02, Plant
Schedules on VMPO3 and Vegetation Management
Notes of VMP 04

 

 

6

 

 

V

®

300mm

03 Cultivated planting zone

 

 

 

 

 

100mm Compacted base course

Existing subgrade.

 

 

 

b

INSITE typical deoc_pathway.dwg
= = =
Scale 1:25m

07) Decomposed granite pathway

Plan & Section

 

LANDSCAPE ARCHITECTS:

E M L A
Enviromental ManagementeLandscape Architecture

inSITE EMLA
P.O. BOX 2460
KEPERRA, QLD 4054

T: 07 3351 8425

F: 07 3351 8635

M: 0421 883 238

ABN:89 115 479 046
EMAIL:[email protected]

 

 

CLIENT:
Christian Brothers

 

 

PROJECT:

Noosa Flexible Learning Centre

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROJECT No:
12-186
Cc 9-10-13 For Construction
B 11-06-13 For Tender
A 22-05-13 For OP WKS Assessment
Revision Date: Description:
NORTH

 

DRAWING TITLE
Vegetation Management Plan- Plant Schedules,
Weed Management Controls and Details

 

DRAWING NUMBER
12-186 VMP 03

 

SCALE DATE DRAWN BY: | CHECKED

 

July 2012 -

 

 

 

 

This plan was prepared for the exclusive use of INSITE EM LA Pty Ltd to accompany
relevant documentation for submission & shall not be used for any other purpose or
by any other persons or company.

Do not scale from this plan, use dimensioning where possible.

©Copyright INSITE EM LA Pty Ltd 2008. No reproduction, alteration or copying of
this document or part thereof is permitted without the written permission of

 

 

INSITE EM LA Pty Ltd.

 

 

Page 20

                                                                 Officer:             Denis Wallace
                                                                 Direct Telephone:    07 53296239
                                                                 Our Reference:       :MCU12/0133.02
                                                                 Your Reference:      N/A

               24 March 2016


               Trustees Of Edmund Rice Education Australia
               C/- Duggan & Hede Pty Ltd
               1 Lewis Street
               Clayfield QLD 4011

               Dear Sir/Madam

                                            Generally In Accordance
               I refer to your letter requesting Council to endorse additional plans for the subject site
               indicating an extension to the existing basketball court slab and new roof over the area. On
               24 March 2016 Council considered the request to be generally in accordance with the existing
               Development Approval for the site. Details are as follows:
               1      APPLICATION DETAILS

               Application No:                MCU12/0133.02
               Street Address:                2 Girraween Ct SUNSHINE BEACH QLD 4567
               Real Property Description:     Lot 3 RP 887636
                                              Lot A SP 246435
               Planning Scheme:               The Noosa Plan (16 September 2013)
               2      DECISION DETAILS

               The following plans are considered to generally accord with Development Approval
               MCU12/0133 for the site:
                Plan No.     Plan Name                                            Date
                SK02         Proposed Site Plan, prepared by Carol Dowd Architect 12/02/2016
                SK03         Floor Plan, prepared by Carol Dowd Architect         12/02/2016
                SK04         Roof Plan, prepared by Carol Dowd Architect          12/02/2016
                SK05         Elevations, prepared by Carol Dowd Architect         12/02/2016
                SK06         Perspective, prepared by Carol Dowd Architect        12/02/2016
               3      OTHER DETAILS

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

               Yours faithfully




               Denis Wallace
               COORDINATOR PLANNING


                                            PO Box 141                P. (07) 5329 6500     [email protected]
                                            TEWANTIN QLD 4565         F. (07) 5329 6501     www.noosa.qld.gov.au
                                                                                                      Page 1 of 1


Document Set ID: 20042876
Version: 3, Version Date: 24/03/2016                                                                   Print Date: 24 March 2016, 10:16 AM

Page 21

                                                         NOOSA FLEXIBLE LEARNING CENTRE COMPLEX
200mm




                                                         SITE OF PROPOSED
                                                         COVERED AREA
100
50




                                                                                                                 N
0 10mm




                                                                                                  Project
                                                                                                  NOOSA
                                                                                                  FLEXIBLE LEARNING CENTRE

                                                                                                  COVERED AREA
                                                                                                  Document
                                                                                                  Site Locality Plan
                                                                                                  Date       Reference   Scale
                                                                                                  12/02/16   SK0 0       1:500 @A3



         Original sheet size A3 (420x297)   Plot date:

Page 22

200mm
100
50




                                                                           N
0 10mm




                                                         Project
                                                         NOOSA
                                                         FLEXIBLE LEARNING CENTRE

                                                         COVERED AREA
                                                         Document
                                                         Existing Site Plan
                                                         Date       Reference   Scale
                                                         12/02/16   SK01        1:200 @A3



         Original sheet size A3 (420x297)   Plot date:

Page 23

200mm




                                                          PROTECTED
                                                          SHE OAK
                                                          TREES




                                                                                       10135
                                                                   BANKSIA
                                                                   TREES
                                      4820




                                                                          PROPOSED
                                                                          COVERED
100




                                                                          AREA
                                                                          100SQM
                                                                          8m X 12.5m




                                    EXISTING                    PROPOSED
50




                                    CONCRETE AREA               CONCRETE AREA


                                    PROPOSED COVERED
                                    AREA SET OUT DIRECTLY
                                    ADJACENT TO AMENITIES
                                    VERANDAH AREA




                                                                                                               N
0 10mm




                                                                                               Project
                                                                                               NOOSA
                                                                                               FLEXIBLE LEARNING CENTRE

                                                                                               COVERED AREA
                                                                                               Document
                                                                                               Proposed Site Plan
                                                                                               Date       Reference   Scale
                                                                                               12/02/16   SK02        1:200 @A3



         Original sheet size A3 (420x297)    Plot date:

Page 24

200mm




                                  EXISTING                                       A105

                                  KNOWLEDGE
                                                                                  4
                                  BUILDING
                                                                        3100            3100          3100   3100


                                                                 900




                                                                                                                     1400
                                                                                                                            LINE OF ROOF OVER
                                                                                                                            OPTION A
                                                          8400
100




                                                                                                                                         1      A105
                                 AMENITIES
                                 BUILDING
                                 EXISTING




                                                                                                                            NEW CONCRETE AREA EXTENSION
                                                                                                                            APPROX 25M²
                                                  A105     2
                                                                       EXISTING CONCRETE
                                                                       AREA APPROX 75²
                                                                                                                            CIRCULAR HOLLOW SECTION COLUMNS
                                                                                                                            3M HIGH
                                                                                                                            UNIVERSAL BEAMS FROM 3M
50




                                                                                                                    1400


                                  EXISTING
                                  RETREAT                                                       3                                                                            N
0 10mm




                                  BUILDING
                                                                                               A105


                                                                                                                                                              Project
                                                                                                                                                  EXISTING    NOOSA
                                                                                                                                                  SOUND       FLEXIBLE LEARNING CENTRE
                                                                                                                                                  BUILDING
                                                                                                                                                              COVERED AREA
                                                                                                                                                              Document
                                                                                                                                                              Floor Plan
                                                                                                                                                              Date         Reference   Scale
                                                                                                                                                              12/02/16     SK03        1:100@A3



         Original sheet size A3 (420x297)    Plot date:

Page 25

200mm




                                EXISTING
                                KNOWLEDGE
                                BUILDING
                                                         EXISTING RAISED COVERED WALWAY

                                                         GUTTER LINE - LEVEL INCONSISTANT




                                                         ROOF PITCH 7.5 DEGREES
100




                                                         FASCIA LINE




                                                         RIDGE LINE - CONSTANT HEIGHT
                               AMENITIES
50




                               BUILDING
                               EXISTING




                                                         ROOF MATERIAL - COLORBOND CUSTOM ORB


                                                                                                                          N
0 10mm




                                                                                                Project
                                                                                                NOOSA
                                EXISTING                                                        FLEXIBLE LEARNING CENTRE
                                RETREAT
                                BUILDING                                                        COVERED AREA
                                                                                                Document
                                                                                                Roof Plan
                                                                                    EXISTING    Date        Reference   Scale
                                                                                    SOUND       12/02/16    SK0 4       1:100@A3
                                                                                    BUILDING

         Original sheet size A3 (420x297)   Plot date:

Page 26

200mm




                  5160




                                                                                                       5160
                                                         EXISTING
                                                         AMENITIES
                                                         BUILDING




                          Elevation 1 - a                       Elevation 1 - b
100




                  1       1 : 100
                                                         3      1 : 100
50




                   5160




                                                         5160
                                                                                                EXISTING
                                                                                                AMENITIES
                                                                                                BUILDING
0 10mm




                                                                                  Project
                                                                                  NOOSA
                          Elevation 2 - c                       Elevation 3 - d   FLEXIBLE LEARNING CENTRE
                  2       1 : 100
                                                         4      1 : 100
                                                                                  COVERED AREA
                                                                                  Document
                                                                                  Elevations
                                                                                  Date         Reference      Scale
                                                                                  12/02/16     SK05           1:100@A3



         Original sheet size A3 (420x297)   Plot date:

Page 27

200mm
100




                      3D View 3
               3
50




                                                             3D View 2
                                                         2
0 10mm




                                                                         Project
                                                                         NOOSA
                                                                         FLEXIBLE LEARNING CENTRE

                                                                         COVERED AREA
                                                                         Document
                           3D View 1                                     Perspective
                   1                                                     Date       Reference   Scale
                                                                         12/02/16   SK0 6       NA      @A3



         Original sheet size A3 (420x297)   Plot date:

Page 28

Address: 2 Girraween Crt, Sunshine Beach , QLD
Lot/Plan: 3RP887636
Shed Size: 4.2 x 8.5 x 3.2 Skillion Shed




                                                 Proposed Shed
                 12.6m




         58.1m




                               NOOSA COUNCIL
                         GENERALLY IN ACCORDANCE
                              PLANS APPROVED
                         MCU12/0133.03 25 March 2020

Page 29

        Address: 2 Girraween Crt, Sunshine Beach , QLD
        Lot/Plan: 3RP887636
        Shed Size: 4.2 x 8.5 x 3.2 Skillion Shed

                                                           No gutter to be
                                        10°
                                                           provided
3.94m




                                              3.20m




                       4.20m
               FRONT VIEW                                                    REAR VIEW




                                                            Mega Anchor Flooring
                                                            System




                       8.50m

                  RIGHT ELEVATION




                                                            NOOSA     COUNCIL
                                                                PLAN VIEW


                                                      GENERALLY IN ACCORDANCE
                                                           PLANS APPROVED
                                                      MCU12/0133.03 25 March 2020


                  LEFT ELEVATION

                                                                                   Page 2 of 3

Page 30

                              Proposed deck
                              addition

       Existing boardwalk




      NOOSA COUNCIL
GENERALLY IN ACCORDANCE
     PLANS APPROVED
MCU12/0133.03 25 March 2020

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