Part C - Attachments E to G

Section 2

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Ew ieee Form 6 — Compiled Decision Notice

 

INTEGRATED PLANNING ACT 1997, $3.5.15, IDAS DEVELOPMENT APPLICATION

File No: 22803 DA Date of Decision: 13 April 2006

 

4. APPLICANT DETAILS

Name: MIROSE PTY LTD

Postal address: PO BOX 3144, SOUTH BRISBANE QLD 4101

Phone no: 3004.6833 Fax no: 3004.6899 Mobile: 0403 181 767

 

j2. PROPERTY DESCRIPTION

Street address: 28 EENIE CREEK ROAD

Suburb/locality © NOOSAVILLE

Real property LOT 2 ON SP 167978 (FORMERLY PART OF LOT 2 ON SP 110885), PARISH OF

description: TEWANTIN, COUNTY OF MARCH

 

|3. OWNER DETAILS

 

 

 

 

Name: MIROSE PTY LTD
Postal address: PO BOX 3144, SOUTH BRISBANE QLD QLD 4101

|4. REFERRAL AGENCIES |
Referral Agency Address Basis .
Department of Main Roads PO Box 183, Gympie 4570 Advice
Department of Natural Resources & Mines PO Box 573, Nambour Qld 4560 Advice
Environmental Protection Agency Environmental Health Section Concurrence
(devolved to Noosa Council) PO Box 141, Tewantin Qld 4565

|5. _ APPLICATION TYPE |
Development Development Details Preliminary Development

Approval Permit”

Maierial Change of Use Shire Business Centre - Stage 1 NO YES

\6. DECISION DETAILS
Council on 1 May 2003, decided to:-

A Grant a preliminary approval subject to conditions.

sal

B Advise that the bank guarantee for $75,000 submitted as part of the fee for the assessment of the

application, is to be called up by Council to cover the costs incurréd.

In relation to the representations made about the issue of a preliminary approval and a number of conditions,
Council on 14 August 2003, resolved to issue a Negotiated Decision Notice granting a Development Permit,

subject to conditions.

In relation to an application to change a condition of the Approval, Council on 17 March 2005 resolved to approve

an amendment to condition 138.

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Section 3

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NOOSA COUNCIL IDAS Development Application Decision Notice 2

In relation to an application to change the development approval (Outdoor Dining), Council on 13 April 2006
resolved to: :

A. Approve the change, with inclusion of 12 additional conditions;

B. Issue a Compiled Decision Notice.

 

|7. APPLICABLE CODES |
e Not applicable.

 

|8. SUBMISSIONS . |

3341 properly made submissions were received. 1125 not properly made submissions were received.

 

|9. __ CONDITIONS |

The approval is subject to conditions. Noosa Council's conditions are attached. The Environmental Protection
Agency conditions as a concurrence agency are also attached.

 

 

 

| 10. | FURTHER DEVELOPMENT PERMITS REQUIRED |
Type of Development Permit required Subject of the required Development Permit
Building Works Shire Business Centre - Stage 1
Operational Works : Roadworks, landscaping, car parking and access, frontage
works, stormwater disposal, sediment and erosion contro! and
earthworks
|11. RIGHTS OF APPEAL . |

 

Rights of appeal in relation to this application are attached.

 

|12. ASSESSMENT MANAGER |

Name: Noosa Council Signature: Date: 18/04/06

 

DECISION NOTICE HISTORY
e Original Decision Notice 1 May 2003.

« Negotiated Decision Notice with an amendment to a
development permit and a number of conditions 14
August 2003. rile

* Compiled Decision Notice with an amendment to
Condition 1328 on 17 March 2005.

« Compiled Decision Notice with inclusion of 12
additional conditions on 13 April 2006.

 

 

 

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Section 4

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NOOSA COUNCIL IDAS Development Application Decision Notice 3

FF ee Noosa Council Conditions

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

 

 

1. Deleted.

2: All revised architectural, engineering, management plans, audits and further information required by
these conditions shall be to the reasonable satisfaction of Council and be submitted to the Council at
the cost of the applicant for approval with an application for a development permit for operational
works or when otherwise required by these conditions. The cost of assessment of such material by
the Council or its consultants shall also be at the applicant's cost. The applicant shall implement the
recommendations of the approved plans and reports.

Definitions

3. For the purpose of this development permit the following definitions will apply:
MP2 - Shire Business Centre Master Plan: Stage 2 adopted by Council on 10 April 2003
OS1 — Open Space (Environmental) in accordance with MP2
OS2 — Open Space (Environmental) in accordance with MP2
O83 — Open Space (Preservation of visual amenity) in accordance with MP2
OS5 — Open Space (Preservation of visual amenity) in accordance with MP2
OS7 — Open Space (Environmental Drainage) in accordance with MP2

Approved Plans — means the Architectural plans prepared by B+N and CCN Architects, more
particularly described in Condition 4.2

TUA - Total Use Area as defined by the Schedule to the Planning Scheme with the exception that the |
words, “plus any other area of the site which is also used or intended for use for the same purpose”
are removed from the definition.

SBC - Shire Business Centre
Approved Plans

4. With regard to the approved plans for the development:

4.1... The development shall be undertaken generally in accordance with the approved plans unless
otherwise stated in these conditions.

4.2. The drawings approved for the development are ("Approved Plans"):
Q0201.01.1b/U - Site Plan
Q0201.01.b/U - Overall Site Plan |
Q0201.02.1b/S - Retail Site Plan
Q0201.03.1/S - Retail Roof Plan
Q0201.04.1/S - Retail Elevation
Q0201.04.2/S - Retail Elevation
Q0201.05/S - Retail Elevation
Q0201.06/S - Retail Sections
Q0201.07/S - Retail Sections
Q0201.08/U - Showroom Site Plan
Q0201.09.1/T - Showroom Elevations
Q0201.09.2/T - Showroom Elevations |

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NOOSA COUNCIL IDAS Development Application Decision Notice 4

Q0201.10b/S - Commercial Site Plan

Q0201.11.1/S - Commercial/Business Elevations
Q0201.11.2/S - Commercial/Business Elevations
Q0201.15/S - Retail Environmental Control Systems

Scale and Types of Uses

5. The uses allowed on the subject site and the scale of those uses are as follows:

5.1. The shop floor space for the Retail Centre shall not exceed 18,000m?,TUA. The uses
nominated on the approved plans shall generally accord with the following TUA’s:

° Supermarket (Shop) 3,500 m?

° Mini-Major (Shop) 1,200 m?

° Discount Department Store (Shop) 6,500 m?

e Speciality Retail (Shop) & Professional Offices 6,800 m?

° Restaurants 200 m?

° Centre Manager 115 m#

° Staff Areas 50 m?

° Public Toilets 150 m?

° Service Station 100 m?
5.2. The uses allowed in the Retail Centre are:

° Shops

° Professional Offices

. Commercial Premises

. Commercial Services

. Restaurants

. Service Station

° Service Shops

° Fast Food Premises

° Medical Centre

e Outdoor Entertainment, and

° Special Purposes

5.3. The Showroom/Homemaker floor space for the showroom component shall not exceed 7,000m?
TUA. The uses allowed in the Showroom component are:

e Showroom

. Commercial Premises

° Commercial Services

° Medical Centre

° Professional Offices

e Warehouse

° Educational Establishment, and

e Special Purposes

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NOOSA COUNCIL IDAS Development Application Decision Notice 5

5.4.

The commercial and business floor space for the Commercial and Business component shall
not exceed 5,000m2 TUA. The uses allowed within the Commercial and Business component
are:

° Commercial Premises

° Commercial Services

° Medical Centre

° Professional Offices

° Warehouse

° Educational Establishment, and

© Special Purposes

Staging of Development

6. With Regard To The Development Staging:-

6.1. A Discount Department Store must be constructed as part of the Retail Centre component.

6.2. The 5,000m? Commercial/Business component must be constructed concurrently with the
construction of the Retail Centre component.

6.3. The Retail Centre component shall not commence until at least 40% of the proposed
Commercial/Business component of floor space is contracted for sale or lease. Proof of the
contracts of sale or lease shall be submitted to Council prior to the Retail Centre component

commencing use.
Homemaker/Showroom components are excluded from the above provisions.
Building Design
7. The building design for the Retail Centre development shall be generally in accordance with the
approved plans subject to such modifications as are required in order to address the following:-

7.1. Deleted.

7.2. Provide a lit continuous pathway along the entire northern frontage of the Retail Centre to
connect the precincts on either side to the east and west of the SBC site.

7.3. A pedestrian/cycieway link is to be maintained beside the OS7 area on the western side to
provide a north south link through the site. Once the internal loop road is completed the service
vehicles entering this area of the site are to be limited with priority maintained for pedestrians
and cyclists. Works required in order to prevent conflict between pedestrians/cyclists and
vehicles are designed by a Registered Professional Engineer and are to be implemented..

7.4. Any pathways shall remain open during business hours to allow for free unhindered access.

7.5. The detailed design treatment of the service vehicle and pedestrian/cycleway adjacent to the
open space area (OS7) shall be provided with an application for operational works. The sealed

area beside OS7 shall be utilised as a pedestrian/cycleway providing access beside the OS7
corridor to link with the internal ring road and other parts of the site. The treatment of this area
shall be to the satisfaction of Council.

7.6. Amenities shall be provided for the Retail Centre generally in accordance with the approved
plans and shall include provision for parent rooms.

7.7. The design shall include light-weight elements such as colorbond and timber that are consistent
with “Noosa Character” to the reasonable satisfaction of the Manager - Land Use. The applicant
shall provide a copy of the design drawings detailing the features that are consistent with
“Noosa Character” prior to the issue of a development permit for building works.

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NOOSA COUNCIL IDAS Development Application Decision Notice 6

7.8. A Public Art Plan shall be submitted specifying street furniture and art forms to be provided
throughout the development prior to the issue of a development permit for building works and to
the reasonable satisfaction of the Manager - Land Use. The street furniture and art forms shall
be related to a theme that reflects the cultural heritage of the area.

The preferred approach to integrated public art is to include artist in project development teams
at the outset of capital works planning and delivery.

The public art can involve the commission of designers to create functional items for internal
and external environments that may include, but not limited to, chairs and seating, desks and
tables, filing and storage items, lighting, door handles, carpet, textiles and fabrics, and the
design and treatment of floors, paving, walls, windows, doors, fencing, lifts and stairwells. It
can involve the purchase of existing works to be permanently sited in public places or the
provision of community cultural facilities.

8. The building design for the Showroom component shall be generally in accordance with the approved
plans subject to such modifications as are required in order to address the following:

8.1. The buildings and service area on this part of the site shall be relocated further from the Eenie
Creek Road and Walter Hay Drive frontages so as to allow for a 10 metre wide open space
area (OS3) within the subject site, with the exception of the 5 metre (approximately) strip of
service roadway in the vicinity of Showroom Building D. The existing native vegetation within
the open space area (OS3) shall be protected to screen the development from these roadways.
A 1.8 meire fence painted green is to be erected beside the service road to help screen the
‘back of house’ area.

8.2. The buildings shall not exceed a maximum length of 50 metres in any one plane without
articulation of at least 2 metres being provided.

8.3. The length of any building shal! not exceed 80 metres.

8.4. The building design shall incorporate sufficient pedestrian/cycle pathways between buildings to
provide unimpeded access to the pedestrian tunnels (existing & proposed). To this end the
following shall be provided:

8.4.1. Open space areas shall have a width of not less than 10 metres between the
buildings to allow for the proposed pathways. Pathways are to be enhanced by
landscaping comprised primarily of endemic species.

8.4.2. One open space area is to align with the existing tunnel under Eenie Creek Road
west of the existing roundabout.

8.4.3, One open space area is to align with the proposed pedestrian pathway under Walter
Hay Drive to the east of the existing roundabout.

8.5. Deleted.

8.6. The design shall include lightweight elements such as colorbond and timber that are consistent
with “Noosa Character" along with some pitched roofing, roof overhangs, window hoods and
colour banding using muted earth tones generally in accordance with the approved plans to the
reasonable satisfaction of the Manager - Land Use. The applicant shall provide a copy of the
design drawings detailing the features that are consistent with "Noosa Character” prior to the
issue of a development permit for building works.

8.7. Deleted.

9. A maximum of four flagpoles are allowed to be erected within the development. The flagpoles are not
to be used for advertising purposes.

10. Deleted.

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NOOSA COUNCIL IDAS Development Application Decision Notice e

oi

12.

13.

14.

15.

16.

The proposed development shall have all kitchen, laundry and bathroom fittings that comply with the
AAA Waiter Conservation Rating System as defined by the AS/NZS 6400 (Water Efficient Products -
Rating and Labelling 2003) and AS/NZS 3500 (National Plumbing and Drainage Standard Part 1.2).
All tap ware and shower roses shall not exceed a maximum flow of 9 litres per min. Dishwashers and
washing machines are excluded from this requirement.

Dedication and Management of Open Space

The applicant is required at its cost to dedicate to the Crown for environmental park purposes the land
shown hatched in red (defined by Annexure 1), labelled OS1 and OS2 (less an area of land having a
width of 40 metres adjacent to E7 on MP2, which is to remain in private ownership free from
development (Private Open Space)). This dedication will occur within 12 months of a development

permit for material change of use taking effect or prior to the use commencing which ever is the
earlier.

Prior to the use commencing, the Private Open Space shall be protected by a registered
environmental covenant, which shall ensure that the existing native vegetation is maintained to the
satisfaction of Council. The costs associated with the preparation and registration of the covenant
shall be borne by the applicant.

A suitably qualified person in consultation with the Council shall prepare a Public Open Space
Management Plan (POSMP) for the area of land defined by Annexure 1 (referenced in condition 12)
which is to be dedicated as Public Open Space and the Private Open Space.

The POSMP shall achieve the following objectives:
15.1. The primary role of OS1 and OS2 is for conservation and waterways protection.

15.2. Vehicle access will be kept to a minimum and limited to fire and emergency vehicles and
Council maintenance vehicles. All unnecessary existing tracks and trails will be closed off and
rehabilitated and vehicle access points will be limited to as few as possible.

15.3. In general, public access to Eenie Creek will not be encouraged.

15.4. Bicycles, vehicles, horses and other high-impact recreational activities will not be permitted in
this area.

15.5. Walking tracks or jetties will not be constructed.

15.6. Playground and picnic facilities, rubbish bins and other facilities associated with recreational
parkland will not be provided.

15.7. Future management and maintenance shall ensure that this area is as self-sustaining as
possible.

The POSMP shall, inter alia:
16.1. include a statement of environmental values, management issues and management objectives;
16.2. include the recommendations from the Bushfire Management Plan for the Public Open Space;

16.3. include relevant information about the protection of flora, fauna and water quality conditions
contained in this approval;

16.4. identify weed control, erosion control and rehabilitation needs within the area and detail how the
necessary works shall be undertaken;

16.5. identify ali existing access points into the Public Open Space and recommend how these shall
be managed;

16.6. document any rehabilitation, planting or thinning requirements for the Public Open Space;

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NOOSA COUNCIL IDAS Development Application Decision Notice 8

the

18.

19.

20.

2A;

22.

23.

24.

25.

16.7. document the likely edge-effects from which this Public Open Space is likely to suffer and their
sources and causes, and recommend actions to avoid or minimize these; and

16.8. document all the works and items that the applicant shall undertake, or provide, to establish
and secure the Public Open Space prior to dedication.

16.9. include any fire management measures necessary for ecological purposes.

Prior to the dedication of the Public Open Space, the applicant shall:

17.1. undertake all the weed control, erosion control and rehabilitation works specified in the POSMP;
17.2. undertake the fuel reduction specified in the POSMP;

17.3. construct and/or provide all the fire trails, fire breaks, hydrants, etc. as specified in the POSMP;

17.4. undertake or provide any other works and facilities specified as the applicant’s responsibility in
the POSMP (eg. traffic barriers, gates, fencing, etc.)

With regard to the Public Open Space Management Plan (POSMP):

18.1. The applicant shall not commence any works (e.g. construction of firebreaks, traffic barriers,
etc.) in the Public Open Space and the Private Open Space until Council approves the POSMP

18.2. The applicant shall submit the POSMP for approval by the Manager - Land Use prior to the
issue of a development permit for operational works for the works within the Public Open Space
and Private Open Space. Approval of the POSMP by the Manager - Land Use shall not be
unreasonably withheld or delayed, having regard to the requirements of Conditions 12 and 16.

Open Space Area (OS3) - Preservation of Visual Amenity

OS3 shall be a minimum of 10m wide with the exception of the access points to the site where it may
be reduced to 5.0 metres and or as required by the conditions of approval.

With the exception of the area required for the bikeway and footpath to traverse OS3 and where street
plantings are proposed, all the existing native vegetation on OS3 shall be retained.

The design and construction of the adjacent roads, drainage, buildings and other works shall not
adversely impact upon the existing native vegetation in OS3 with the exception of entry statements in
accordance with MP2 and approximately the 5 metre strip of service roadway in the vicinity of
Showroom Building D.

The species of street trees to be planted on the edge of, or adjacent to, OS3 shall be selected from
the major tree species growing in OS3. Alternatively, they shall be in accordance with the landscaping
requirements contained within this approval.

Where necessary, reinforcement plantings and/or understorey thinning shall be undertaken in OS3 to:
23.1. restart stalled regenerative processes and facilitate ecological sustainability, and

23.2. facilitate the required visual screening.

An ecologist in consultation with Council shall determine the need for, and the nature of the
reinforcement plantings and/or understorey thinning. This consultation is to occur prior to the
submission of the Site Rehabilitation Plan for the development in accordance with condition 81.:

Prior to the use commencing, OS3 shall be protected by a registered environmental covenant, which
shall ensure that the existing native vegetation is maintained to the satisfaction of Council. The costs
associated with the preparation and registration of the covenant shall be borne by the applicant.

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NOOSA COUNCIL IDAS Development Application Decision Notice 9

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

Open Space Area (O55) - Preservation of Visual Amenity

OS5 shall have a minimum width of 12m and a minimum length of 130m generally in accordance with
the approved plans. Apart from providing for the temporary access roadway, the existing vegetation
within this precinct is to be retained and shall not be disturbed to accommodate carparks, detention
ponds, firebreaks or any other infrastructure. Following the construction of the internal loop road that
provides access to this part of the site the temporary service road is to be removed and the area
reinstated in accordance with the Site Rehabilitation Plan.

Deleted.

The design and construction of the adjacent roads, drainage, buildings and other works shall not
adversely impact upon the existing vegetation in OS5 other than the temporary service road and the
impact on the existing hydrological regime on which the vegetation depends shall be minimised.

Prior to construction of the adjacent internal loop road, any clearing along the western property
boundary for the purposes of a firebreak shall exclude the vegetation/forest within OS5.

The species of street trees to be planted on the edge of, or adjacent to, OS5 shall be selected from
the major tree species growing in OS5. Alternatively, plantings shall be in accordance with the
landscaping requirements contained within this approval.

Where necessary, reinforcement plantings and/or understorey thinning shall be undertaken in OS5 to:
31.1. restart stalled regenerative processes and facilitate ecological sustainability, and
31.2. facilitate the required visual screening.

An ecologist in consultation with Council shall determine the need for, and the nature of the
reinforcement plantings and/or understorey thinning to be undertaken within OS5. This consultation is
to occur prior to the submission of the Site Rehabilitation Plan for the development in accordance with
Condition,81.

Prior to the use commencing, OSS5 shall be protected by a registered environmental covenant, which
shall ensure that the existing native vegetation is maintained to the satisfaction of Council. The costs
associated with the preparation and registration of the covenant shall be borne by the applicant.

Open Space Area (OS7) - Environmental Drainage

The OS7 area shall be generally in accordance with MP2 and the approved plans, such that there is
no net loss in the area of continuous open space in the OS7 area to facilitate the provision of
infrastructure, but excluding the proposed future bridge.

The existing drainage way shall be included within OS7 with at least 10m of native forest on either side
of the watercourse. With the exception of:

35.1. the bikeways/pathways shown on MP2,

B52. a revegetated (with native species) swale at the northern end of OS7,

35.3. outfalls for discharging treated stormwater into OS7 and associated erosion control works,

35.4. future bridge (subject of a future application) between retail centre and main employment
node E1

No development or construction works shall be permitted in OS7.
Deleted.
Except where necessary for development works native vegetation shall not be disturbed.

The design and construction of the roads, drainage, buildings and other works shall not impact upon
the existing native vegetation in OS7.

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NOOSA COUNCIL IDAS Development Application Decision Notice 10

39.

40.

41.

42,

43.

45.

46,

47.

48.

49.

50.

51.

Where necessary, reinforcement plantings and/or understorey thinning shall be undertaken in OS7 to:
39.1. restart the stalled regenerative processes and facilitate ecological sustainability, and
39.2. facilitate the required visual screening.

An ecologist in consultation with Council shall determine the need for, and the nature of the
reinforcement plantings and/or understorey thinning to occur in OS7. This consultation is to occur prior
to the submission of the Site Rehabilitation Plan for the development in accordance with Condition 83.

Prior to the use commencing, OS7 shall be protected by a registered environmental covenant, which
will ensure that the existing native vegetation is maintained to the satisfaction of Council. The costs
associated with the preparation and registration of the covenant shall be borne by the applicant.

Landscaping

A suitably qualified person shall prepare a Landscape Management Plan (LMP) for the development.
The LMP shall be driven by the concept of ‘Environmental Excellence’ (as embodied in the Strategic
Plan & MP2). The LMP will show how the development will be integrated into the existing natural
environment, and how a unique landscape character will be achieved for the SBC site and it will be to
the reasonable satisfaction of Council, This plan shall be submitted prior to an application a
development permit for operational works (landscaping).

Open space within the development is to be provided in accordance with the minimum requirements of
MP2. To this end, landscaping is to be provided so that each component of the development shall
have a minimum 10% open space of the area of any development site within a sub-precinct provided
that the sub-precinct overall shall have a minimum open space area of 15% of that sub-precinct. For
the purposes of this condition, sub-precincts B1 & B2 may be assessed combined.

Plant species used in the landscaping will primarily be species that are endemic to the SBC site. At
least 85% of the species and 85% of the quantity of plants used in landscaping shall be endemic to
the SBC site. However, all the visually dominant components of the landscape plantings, that is the
‘signature species’ (eg. street trees, shade trees in car parks and feature plantings) shall be native
species endemic to the SBC site.

Trees and other plants shall not be planted in bedrock or subsoil that will be at the surface of the car
park areas after the proposed earthworks engineering works. In these areas, adequate soil and
drainage shall be provided for all plantings.

Fauna Protection
Elf Skink

The applicant shall update the Elf Skink Management Plan to include the recommendations of the
Environmental Protection Agency in its letter dated 20 June 2003 and it will implement the plan.

Wallum Froglets

The applicant shall incorporate into the Stormwater Management Plan and EMP any reasonable and
appropriate requirements made by the EPA with respect to the protection of and management of
Wallum Froglets and their habitat on the Shire Business Centre site.

Koala, Glossy Black Cockatoo and other Fauna

Koalas shall not be encouraged (eg. by planting food trees) to utilise OS3.

Plant species used in landscaping and revegetation works shall be selected to provide food and
habitat for local fauna (eg. Allocasuarina spp. for Glossy Black cockatoos; Banksias for honeyeaters,
etc.)

Any internal fencing on the site shall be compatible with the movement requirements of koalas and
other fauna.

No unrestrained dogs shall be permitted on site during construction.

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NOOSA COUNCIL IDAS Development Application Decision Notice 1

52.

53.

55.

56.

57.

58.

59.

60.

61.

62.

63.

Vegetation Protection
Deleted.

A Risk Assessment Report (RAR) by a qualified arborist shall be prepared for all individual trees and
stands of vegetation to be retained within or adjacent to the development areas. Particular attention
will be given to retaining trees with hollows wherever practicable. The applicant shall implement the
recommendations of the Risk Assessment Report.

The existing hydrological and ecological characteristics of the downstream wetlands, poorly drained
areas and Eenie Creek shall not be altered so as to cause detriment to the existing flora and fauna.

During construction, the boundaries of the open space areas shall be clearly marked for the purpose
of preventing access into these areas thereby protecting the vegetation and habitat values.

Within the open space areas no indigenous vegetation shall be cut down, lopped, damaged, disrupted
or adversely affected, without the prior written consent of Council.

Within the development areas all areas of vegetation and individual trees to be retained shall be
clearly marked. The applicant shall ensure these areas are protected during construction.

Vegetation and individual trees to be retained in the development areas shall be healthy and vigorous.

All underground services, drainage, footpaths and other site works shall be located to minimise
adverse impacts on retained vegetation, particularly their root systems.

Vegetation Removal

Vegetation removal, tree felling and lopping adjacent to vegetation to be retained in the open space
areas and beside the vegetation adjacent to Stage 1 shall be undertaken in an environmentally
sensitive manner to avoid damaging surrounding vegetation, trees and habitat.

Prior to felling or lopping all trees are to be checked for wildlife (eg. koalas, cockatoos, possums). If
wildlife species are present, the tree shall not be felled or lopped until the wildlife has left the tree.

All cleared vegetation shall be suitably processed or removed from the site by a method approved by
Council. Burning is not an acceptable means of disposal.

Weed species cleared from the site shall not be mulched. Vegetative material from weed species
shall be removed from the site and disposed of in a Council approved refuse tip.

Weed and Pest Removal

In order to protect the ecological values of the site the following apply:

64.1. prior to first entering the site, all construction machinery and vehicles shall be washed down
to remove soil that may contain weed seeds, soil pathogens and pest species;

64.2. all nursery stock shall be weed, pest and disease free and certified as such by the supplier;

64.3. all imported fill, soil, gravel and other construction and landscaping materials shall be weed,

pest and disease free and certified as such by the supplier;

64.4. all mulch used on the site shall be weed, pest and disease free and certified as such by the
supplier;
64.5, all mulch produced on-site by mulching cleared vegetation and trees shall specifically

exclude material (particularly seeds) from weed species (eg. lantana, asparagus fern and
umbrella trees); and

64.6. the certificates referred to above are to be obtained prior to the use of the material on-site
and to be made available to Council.

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NOOSA COUNCIL IDAS Development Application Decision Notice 12

65.

66.

St:

68.

69.

70.

FA,

72.

Soil disturbance in the open space areas shall be kept to a minimum to avoid weed proliferation.
Amenity

Deleted.

The development must be undertaken and operated in a manner that causes no detrimental effect
upon the amenity of the neighbourhood by reason of the creation of excessive noise, lighting, dust or
odour nuisance or any other emissions in accordance with the nuisance provisions of the
Environmenta! Protection Regulation 1998. On the spot fines apply for such offences.

All refrigeration plant including motors, shall be situated within the building or suitably provided with
noise reduction measures and located as to prevent a noise nuisance beyond the subject land in
accordance with the nuisance provisions of the Environmental Protection Regulation 1998. On the
spot fines apply for such offences.

Air conditioning units shall be located in a manner which prevents noise nuisance in accordance with
the nuisance provisions of the Environmental Protection Regulation 1998 and Council's Local Law No.
12 - Control of Nuisances. On the spot fines apply for such offences.

An occupier of premises where there is air-conditioning equipment must not use or allow the use of
the equipment -

(a) before 7am or after 10pm on any day if it makes noise or causes noise to be made of more
than the higher of the following -

(i) 40 dBA);
(ii) 3 dB(A) above the background noise level

(b) from 7am to 7pm on any day if it makes noise or causes noise to be made of more than the
lower of either of the following:

(i) 50 dB(A)
(ii) 5 dB(A) above the background noise level

(c) from 7pm to 10pm on any day if it makes noise or causes noise to be made of more than 3
dB(A) above the background noise level.

Eire Management

A Fire Management Plan is required for the developed areas and a Bush Fire Management Plan for
the open space and bushland areas. These plans are to be prepared in consultation with the
Queensland Fire & Rescue Authority to the reasonable satisfaction of the Manager - Land Use and will
not rely on the removal of natural vegetation within OS3, OS4, OS5 or OS7, which is otherwise to be
protected. These plans are to be finalised prior to the issue of a development approval for operational
works, The applicant is required to implement any recommendations of the Fire Management Plan
and Bushfire Management Plan. Evidence of any consultation undertaken with the Queensland Fire &
Rescue Authority is to be submitted with the plans.

Fire Management Plan (FMP)

The development shall be designed to incorporate all the required fire protection and control
measures and devices for the development. To this end, the FMP shall address, inter alia, the
following matters:

72.1. expected behaviour of fire;

72.2, fire hazard management actions and risk minimisation strategies;

72.3. building and road layout to reduce fire risk;

72.4. setback zones, proposed building construction methods, materials and design;
72.5. gutter treatment to avoid the collection of combustible material;

72.6. access for firefighters;

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72.7. | access between structures and vegetated areas;
72.8. fire suppression and evacuation procedures;
72.9. landscaping measures to reduce fire risk;
72.10. fuel load management and hazard reduction within landscaped areas;
72.11. required infrastructure 7 vehicle access tracks, firebreaks, hydrants, etc;
72.12. maintenance requirements for the above infrastructure;
72.13. how fires will be prevented from crossing from development precincts into the adjacent
bushland and open space areas;
72.14. coordination with other relevant organisations and agencies;
72.15. owners and operators training and responsibilities;
72.16. specific implementation procedures and responsibilities.
73. The applicant, future owners and tenants will implement this Plan.

Bushfire Management Plan (BMP)

74, The FMP prepared by Les Hawkes of the Consultancy Bureau, dated March 2003, and forming part of
the application is endorsed as the draft BMP. However a revised BMP is to be prepared that
documents, inter alia, the following matters:

74.1. expected behaviour of bushfires;
74.2, fire hazard management actions and risk minimisation strategies;
74.3. access for firefighters;
T4A. fuel load management in all bushland and open space areas;
74.5, how ecological values, habitat values and the visual and amenity values of the vegetation
will be retained/protected;
746. required firebreaks, fire trails, access points and fire hydrants, etc. in bushland and open
space areas;
74.7. maintenance requirement for the above infrastructure;
74.8. how bushfires will be prevented from spreading into adjacent areas, including the Noosa
National Park;
74.9. coordination with other relevant organizations and agencies;
74.10. specific implementation procedures and responsibilities.
74.11. the amended position of the western fire break to avoid vegetation protected within OS5.
75: The BMP shall be implemented by the applicantowner.
76. Both the FMP and BMP shall:
76.1. Include drawings at the same scale (1:2000) showing the location and dimensions of all

firebreaks, fire brigade access roads and access points, location of fire hydrants, building
set-back requirements, etc. for the construction and operation stages of the Stage 1
development.

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77.

78.

79.

80.

81.

76.2. Demonstrate a high level of environmental care and responsibility and be consistent with
best practice for developments of this type in similar environments.

76.3. Meet the provisions of the Queensland Fire and Rescue Authority Act 1990.

Deleted.
Environmental Management Plan (EMP)

The EMP prepared by URS and dated 5 November 2002, is endorsed as the draft EMP for the
development, as amended by the conditions of approval. The applicant shall submit an amended EMP
to the reasonable satisfaction of the Manager - Environmental Services prior to the issue of a
development permit for operational works.

With regard to the particular plans within the EMP, the following are to be addressed:

78.4. The applicant shall prepare a Wetland and Aquatic Ecosystem Monitoring Plan providing for
monitoring of performance against the relevant criteria in the Wetland and Aquatic
Ecosystem Protection EMP, for the maintenance of suitable habitat characteristics for the
Wallum Froglet population. The Monitoring Plan shall be to the reasonable satisfaction of
the Manager - Land Development and Manager - Environmental Services and shall be
provided prior to the application for operational works. The applicant shali report to the
Council in writing the results of the monitoring of performance in accordance with the
Monitoring Plan quarterly for five (5) years following the commencement of use.

79.2. The applicant shall prepare an Erosion and Sediment Control Ecosystem Monitoring Plan
providing for monitoring of performance against the relevant criteria in the Erosion and
Sediment Control Ecosystem Protection EMP, for the maintenance of suitable habitat
characteristics for the Wallum Froglet population. The Monitoring Plan shall be to the
reasonable satisfaction of the Manager - Land Development and Manager - Environmental
Services and shall be provided prior to the application for operational works. The applicant
shall report to the Council in writing the results of the monitoring of performance in
accordance with the Monitoring Plan on a quarterly basis for five (5) years following the
commencement of use.

79.3. The applicant shall prepare a Water Quality Ecosystem Monitoring Plan providing for
monitoring of performance against the relevant criteria in the Water Quality Ecosystem
Protection EMP, for the maintenance of suitable habitat characteristics for the Wallum
Froglet population. The Monitoring Plan shall be to the reasonable satisfaction of the
Manager -Land Development and Manager - Environmental Services and shall be
provided prior to the application for operational works. The applicant shall report to the
Council in writing the results of the monitoring of performance in accordance with the
Monitoring Plan on a quarterly basis for five (5) years following the commencement of use.

79.4, The applicant shall prepare a Soil Contamination and Groundwater Protection Monitoring
Plan providing for monitoring of performance against the relevant criteria in the Soil
Contamination and Groundwater Protection Monitoring EMP, for the achievement of the
control strategies of the Stormwater Management Plan in respect to the influence of
groundwater on the Wallum Froglet habitat. The applicant shall report to the Council in
writing the results of the monitoring of performance in accordance with the Monitoring Plan
on a quarterly basis for five (5) years following the commencement of use.

The applicant shall commission an independent audit of the proposed designs and site layout to
demonstrate compliance with the EMP by suitably qualified Environmental Auditor. The audit shall
conform to ISO 14010 and ISO 14011 - Guidelines for Environmental Auditing and shall be to the
reasonable satisfaction of the Manager - Environmental Services and shall be submitted prior to the
issue of a development permit for operational works.

The Environmental Management Plan shall incorporate the requirement for monthly environmental
compliance monitoring and annual audit reports to be submitted to the Manager - Land Development
for the construction stages of the development. The format and content of these reports shall be in
hard copy and digital form, generally in accordance with the following:

81.1. include tables of the monitoring results (digital form should be in Excel);

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82.

83.

85.

86.

81.2. include individual charts plotting the results for all parameters required in the monitoring
(digital form should be in Excel);

81.3. include a brief written discussion of the results and recommend any necessary actions

The Environmental Management Plan shall incorporate the requirement for three monthly
environmental compliance monitoring and annual audit reports to be submitted to Council for the
operational stage of the development. The reporting on the operational stage will continue for a period
of five (5) years from the commencement of the use. The format and content of these reports shall be
in hard copy and digital form, generally in accordance with the following:-

e include tables of the monitoring results (digital form should be in Excel);

e include individual charts plotting the results for all parameters required in the monitoring (digital
form should be in Excel);

« include a brief written description of the results and recommend any necessary actions.

Site Rehabilitation Plan (SRP)

A suitably qualified person shall prepare a SRP for the open space areas (OS3, OSS and OS7) and
water quality/quantity control devices such as swales. The SRP shall be prepared and submitted prior
to the issue of a development approval for operational works and shall be to the reasonable
satisfaction of the Manager - Land Use.

The SRP shall specify actions to be undertaken to restore the natural ecological processes and
facilitate ecological sustainability of the OS3, OS5 and OS7 areas. They shall include, inter alia:

84.1. the need for thinning dense fire-induced undergrowth that has stalled natural regenerative
processes,
84.2. the need for reinforcement plantings to ameliorate structural deficiencies, biodiversity

deficiencies or habitat deficiencies, and
84.3. the required visual screening.

The SRP shail contain specific actions to be underlaken for the water quality/quantity devices to re-
vegetate these areas using species endemic to the site so that they become viable and efficient
structures in terms of stormwater management, as well as self-sustaining ecosystems.

The SRP shall detail the work required to be undertaken and shall detail, inter alia:
86.1. site preparation;

86.2. construction materials and details;

86.3. weed control;

86.4. planting layouts and species;

86.5. erosion and sediment control;

86.6. planting out procedures and horticultural requirements;
86.7. mulching procedures (if any);

86.8. fertilising procedures (if any);

86.9. irrigation and watering requirements;

86.10. on-going maintenance; and

86.11. environmental safeguards.

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NOOSA COUNCIL IDAS Development Application Decision Notice 16

87.

88.

89.

90.

91.

92.

93.

Advertising, Signage and Entry Statements

An Advertising Management:-Plan (AMP) shall be prepared for the development detailing the nature
and type of advertising to be provided on site and shail include:

87.1. the size and types of advertising proposed,

Cre. the types of building materials to be used,

87.3. the types, size, and locations of any ‘entry statements’ including the use of existing
vegetation and landscaping,

87.4. the level of illumination, and

87.5. how the signage integrates with the built form and open space areas on the site.

The AMP shall be provided to the Council prior to the issue of an approval for operational
works for the erection of any advertising devices over the site and shall be to the
reasonable satisfaction of the Manager Land Use. The applicant shall implement the
Advertising Management Plan.

All advertising signage shall accord with Council's Local Law No. 16 - Control of Advertising. To this
end the applicant shall be permitted to erect 2 pylon signs at the entry points shown on the approved
site plan. Further, 1 pylon sign is permitted on the showroom site at the centre of the frontage to the
internal loop road.

Telecommuni S

The provision of high-speed telecommunications infrastructure is required for the development.
Provision for full broad band capacity within the subject site to every tenable area is to be provided
that gives access to broadband infrastructure capable of providing at least 150Mbit/s. Such capability
is to be provided either by underground conduit or other low visual impact method. The intra-site
broadband infrastructure shall connect to a suitable external broadband network.

Enerqy Efficiency

The applicant shall provide a report detailing what measures have been undertaken with the detailed
design of the development to implement the strategies suggested in the Noosa Shire Business Centre
Energy Efficiency Assessment Report prepared by Parsons Brinckerhoff dated April 2003. Further the
report will detail how the development proposal complies with the energy efficiency conditions
contained in this approval and will also examine the viability of delivering at least one third of the
Centre’s energy requirements through renewable energy technology. The report is to be submitted
prior to the issue of a development permit for building works and shall be to the reasonable
satisfaction of the Manager Land Use.

The design of building over 2,500m? gross floor area shall meet the Performance Criteria of the
Brisbane City Council’s City Plan 2000 — Energy Efficient Code (in effect as at April 2003). Design
which meets the Acceptable Solutions of the Code shall be deemed to satisfy this condition. Design
which does not meet the Acceptable Solutions of that Code, but which otherwise reasonably responds
to the Performance Criteria using the alternative mechanism provided in the Parsons Brinckerhoff (PB)
report (April 2003), shall be deemed to satisfy this condition. This requirement excludes retail
speciality tenancies and display areas within the showrooms.

The design of buildings less than 2,500m? gross floor area shall meet the Performance Criteria set out
in the “Design for Climate” Energy Efficiency Policy of the draft Gold Coast City Planning Scheme (as
at April 2003). Design which meets the Acceptable Solutions of that policy shall be deemed to satisfy
this condition. Design which does not meet the Acceptable Solutions of that policy, but which
otherwise reasonably responds to the Performance Criteria using the alternative mechanism provided
in the Parsons Brinckerhoff report (April 2003), shall be deemed to satisfy this condition. This
requirement excludes retail speciality tenancies and display areas within the showrooms.

Use of lightweight building materials is to be maximised wherever practicable. Hythermal mass
external walls shall be insulated and/or shaded from direct sunlight. The use of pre-cast concrete
Slabs is to be minimised where practicable.

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NOOSA COUNCIL IDAS Development Application Decision Notice 17

94.

95.

96.

97.

98.

99,

100.

101.

102.

103.

104.

105.

106.

107.

108.

The design of the evaporative cooling system shall seek to optimise energy efficiency by identifying
and maximising the advantage of the prevailing winds at the site.

Spectrally selective and/or low emissivity glass shall be incorporated where appropriate in the detailed
design, so as to reduce heat transmission to and from buildings.

Hot water requirements of the site are to be provided by solar powered hot water systems, heat
pumps, or heat recovered from refrigeration or air-conditioning systems subject to compliance with
relevant health regulations. Where it is demonstrated to be satisfactory. by the Manager —
Environmental Services that such technology is impracticable, five star solar gas hot water will be
accepted as an alternative.

The developer shall seek to apply the energy efficiency strategies listed at Table 5.1 of the Energy
Efficiency Assessment report where appropriate in the detailed design of buildings.

Use the Australian Greenhouse Building Rating System (AGBR) scheme to rate the greenhouse and
energy performance for commercial/business precinct of the NSBC.

The developer shall prepare and implement a Building Energy Performance Management and
Monitoring Plan (“BEPMMP") to the reasonable satisfaction of the Manager Land Use, dealing with
programmed time controlled scheduling for all areas capable of separable operation, demand
management, trend logging, energy usage monitoring and reporting and exception events reporting.
The developer shall report to the Council in writing the results of the monitoring of performance
against the BEPMMP on the first, second and third anniversaries of the commencement of use Stage
1 of the NSBC. The report shall note the strategies and recommendations of the Parsons Brinckerhoff
report (April 2003) that have been carried through to the development.

Deleted.

The proposed wind catcher ventilation shafts shall be designed to achieve optimal internal ventilation
of buildings consistent with acceptable standards of comfort.

The developer will design tenancy agreements to ensure that any self-contained commercial
refrigeration used on site will meet any mandatory minimum energy performance standards for self-
contained commercial refrigeration to be introduced from July 2005. The developer will also design
tenancy agreements to ensure that in general all appliances used on site are as energy efficient as
possible.

Waste Management & Recycling

The applicant must provide a suitably screened imperviously paved area large enough for all refuse
and recycling containers for each building complex. A wash down area is required with a cold-water
tap, hose and drain outlet connected to sewer. The drain outlet is to be designed to prevent
stormwater entry to the sewerage system.

Refuse containers must be provided in accordance with the requirements of the Environmental
Protection (Interim Waste) Regulations 1996 and (Waste Management) Regulation 2000, for the
storage and collection of refuse.

The development must allow refuse-loading areas to be located off street. All vehicles associated with
the collection of waste/recyclables, shall enter and leave the site in a forward direction. ©

The applicant is to ensure that operational procedures are in place for the prevention of wind blown
litter on the site during both the construction and operational phases of the development.

Street litterbins and recycling bins to a design approved by Council, shall be supplied and installed at
the applicants expense at agreed locations.

The applicant shall submit a Waste Management Plan (WMP) for the construction phase of the
development prior to the issue of a development permit for operational works. The WMP shall be to
the reasonable satisfaction of the Manager Environmental Services, and shall contain information
generally in accordance with the following:-

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18

 

 

 

 

MATERIALS ON-SITE DESTINATION
Re-use and Disposal
Recycling
Expected waste | Estimated volume | On-site Off-site “specify _ contractor
materials (m*) *specify proposed | *specify and landfill site
re-use or on-site | contractor and
recycling methods |. recycling
outlet

 

Excavation material

 

Garden Organics

 

Bricks

 

Concrete

 

specify

Timber-please

 

Plasterboard

 

Metals .
specify

- please

 

specify

 

Other = -

please

 

 

 

 

 

Note:

Details of site-area to be used for onsite separation, treatment and storage (including weather

protection) shall be provided on the plan drawings accompanying your application.

The applicant shall implement the requirements of the WMP.

109.

The applicant shall submit a WMP for the operational stages of the development prior to the issue of a

development approval for operational works. The WMP shall be to the reasonable satisfaction of the
generally in accordance with the

Manager — Environmental Health, and shall contain information

following:

109.1.

109.2.

109.3.
109.4.
109.5.

109.6.

109.7.

109.8.

109.9.

The estimated waste volumes, area for refuse/recycle storage and service access.

The types of waste that will be generated from the activities approved within the

development.

Anticipated volumes or tonnage of waste generated from the activities.

Identification of the recyclables within the generated waste stream.

Initiatives to minimize waste either by waste prevention, reduction, re-use or recycling.

Operational procedures for the storage and collection of waste from the development
complex including the collection of recyclables.

Design detail of waste storage and recycling areas including methods of prevention of storm

waiter contamination.

Details of types of waste storage containers to be utilized.

Detail of access to waste collection area for waste collection vehicles.

The applicant shall implement the requirements of the WMP.

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NOOSA COUNCIL IDAS Development Application Decision Notice 19

110.

Tah:

412.

113.

114,

115.

116.

Ave

118.

119.

120.

421,

122.

Environmental & Health Issues

Approval for the Underground Petroleum Storage System must be obtained under the Dangerous
Goods Safety Management Act 2001 and the Environmental Protection Act 1994. The application for
such approval shall be lodged with Council’s Environmental Health Section and shall include an
assessment by a competent person of the site’s class pursuant to the “Operators Compliance Guide
for Petroleum Product Storage".

An annual licence is to be obtained from Council's Environmental Health Section with respect to the
storage of flammable or combustible liquids in excess of the minimum amounts permitted under the
Dangerous Goods Safety Management Act 2001. Application for such a licence is to be made prior to
the issue of a development permit for building works.

In regard to any food premise an annual licence and registration of the premises is required under the
Food Hygiene Regulations of 1989 from Council's Environmental Health Section where unpackaged
food is sold, prepared, packed, stored, handled, served or supplied for sale.

In regard to any hairdresser or beautician establishment an annual licence is required under the
Health Regulations 1996 from Council's Environmental Health Section where hairdressing or skin
penetration is to be performed on the premises.

The applicant is to submit two (2) sets of professionally drawn scale plans in compliance with
Council's Code controlling food establishments for approval by Council's Environmental Health
Section, for any food premises proposed to be included in the development. Approval is to be
obtained prior to fitting out the building.

For café or restaurant the applicant must provide toilets for customers and staff in accordance with the
Building Code of Ausiralia.

Separate plans are to be submitted detailing the location and outlet for any mechanical exhaust
system. The installation of any mechanical exhaust system is to comply with AS 1.668.2 and AS
1668.1.

The applicant is to submit two (2) sets of professionally drawn scale plans in compliance with
Council's Code controlling hairdressing premises for approval by Council's Environmental Health
Section, for any hairdressing or skin penetration premises proposed to be included in the
development. Approval is to be obtained prior to fitting out the building.

The Environmental Protection Regulation 1998 and Local Law No.12 prevents a builder or building
contractor carrying out building work on a building site in a way that makes or causes audible noise to
be made from the building work on:-

(a) Monday to Saturday, before 7:00am or after 6:30pm
(b) Sunday or public holiday, at any time.
A maximum penalty of $1,500 applies to an offence under this legislation.

In accordance with the Environmental Protection (Water) Policy 1997, all sand, silt, mud, paint,
cement, concrete, builders waste or rubbish shall not be permitted to enter or be placed where it could
reasonably be expected to move into a roadside gutter, stormwater drain or a water course. On the
spot fines apply for such offences. ‘
For any medical center established on the site a clinical waste service is required for the activities.
The operator is required to arrange with a licensed clinical waste contractor for the commencement of
such service.

Trade Waste

The bin washing area is to be roofed and the floor is to fall to a bucket trap with the waste pre-treated
by a grease arrestor prior to discharge to the sewer. Rainwater is to be excluded from the bin washing
area. Bin washing is to take place only at the bin washing area.

Full truck access is to be provided to each grease arrestor and/or pre-treatment device for cleaning
and servicing. Where access is restricted, a pump out line is required.

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123.

124.

125.

126.

127.

128.

129.

130.

131.
132.

133.

134.

135.

136.

Liquid waste generated by industry, small business and commercial enterprises is referred to as Trade
Waste.

Council approval must be gained prior to the discharge of Trade Waste to Council’s sewerage system.
Approval may be granted through the issuing of a Trade Waste Permit.

All Trade Waste requirements including pre-treatment devices must be shown on hydraulic plans
submitted to Council for approval.

Trade Waste requirements must be in place, inspected and approved prior to commencement of
trading or operation.

All trade waste pre-treatment devices must be easily accessible for servicing purposes.
Building Services

The applicant shall comply with the Disabled Discrimination Act (DDA) requirements in relation to the
installation of disabled access and the provision of disabled facilities, and access to this building and
the provision of sanitary facilities shall comply with the requirements of Section D Part D3 and Section
F Clause F2.4 of the Building Code of Australia.

A Plan for equitable access for patrons of the development shall be prepared in consultation with
Council's Equitable Access Reference Group prior to the issue of a development permit for building
works to the reasonable satisfaction of the Manager - Land Use.

General conditions

Any fencing provided in conjunction with the development is to be setback an average of two (2)
metres to any internal road frontage. Fencing shall not be installed within OS3.

Deleted.

Existing trees on the site and within road reserves are to be retained, except where removed due to
building operations or the conduct of the approved use. The landscape plans are to denote areas of
existing vegetation or existing trees to be retained. To this end, the design of the internal loop road,
pedestrian and cycleways, and swales within the development may meander in order to facilitate the
retention of any existing vegetation where practicable within the proposed loop road area.

Security

Security in the form of a cash bond or trading bank guarantee to the sum of $500,000 must be
submitted, to secure performance of all conditions of this development permit, prior to the issue of a
development permit for operational works. If Council is required to draw against this guarantee, the
applicant will be required to ‘top up’ the guarantee until an amount of $500,000 has been secured.
The total amount of security required to be submitted to Council shall not exceed $1,000,000. 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 this development permit.

Currency

This development permit lapses 4 years after the Development Permit takes effect.
River Flooding

No development is to be undertaken below the Q100 line indicated on Stockwell Drawing
Q0201.01b/P dated 19th March 2003.

Eenie Creek Road

Prior to the use commencing the applicant shall, at no cost to Council, construct two additional traffic
lanes on Eenie Creek Road between Eumundi Road and Reef Street, to Council's reasonable
requirements, all engineering standards to be generally consistent with those applicable to the existing
two lane construction and include works associated for an intersection to the SBC off Eenie Creek
Road required by Condition 138.

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NOOSA COUNCIL IDAS Development Application Decision Notice 21

137.

138.

139.

140.

141.

142.

143.

144.

145.

146.

The use shall not commence until 31 January 2006 or until both Eenie Creek Road Stage 2 between
Reef Street and Cooyar Street and Walter Hay Drive between Emu Mountain Road and Eenie Creek
are operational to traffic as two way. two lane roads, whichever first occurs.

The applicant shall design and construct, at no cost to Council, a two-lane circulating roundabout
intersection to the SBC from Eenie Creek Road, generally in the location shown on the approved
drawings.

The intersection and all associated works providing for connection of the pavement and stormwater
drainage infrastructure to the Eenie Creek Road infrastructure to be constructed pursuant to condition
136, shall be constructed prior to the commencement of the use under a development permit, and
shall be to the reasonable satisfaction of the Manager Land Development.

Walter Hay Drive

The applicant shall dedicate as road reserve, at no cost to the Council, sufficient land from lot 1 on SP
100885 for the construction of Walter Hay Drive in accordance with Council’s approved alignment
generally as indicated in the planning and design concept for Walter Hay Drive, approved by Council
on 1 May 2003, as further modified by GHD plan 41-12240-C027 revision B or as subsequently
approved by Council for the detailed design.

The applicant will meet Council's reasonable design costs and construct a northern roundabout on
Walter Hay Drive and two additional lanes between that roundabout and Eenie Creek Road in
accordance with Council's approved alignment generally as indicated in the planning and design
concept for Walter Hay Drive, approved by Council on 1 May 2003, as further modified by GHD plan
41-12240-C027 revision B or as subsequently approved by Council for the detailed design. The
applicant will also undertake all design and construction required to accommodate the necessary
changes in alignment to provide access and roadway capacity associated with this development

Possible Agreement
Deleted.

The applicant will construct the section of the internal loop road that is part of Stage 1 of the SBC
generally in accordance with the approved plans. Working drawings in respect of the internal ioop
toad shall provide road widths suitable for accommodating the traffic loadings expected, allowing
manoeuvring of all vehicles including articulated and accommodating cycle and pedestrian paths
generally in accordance with Council’s Engineering Standards for roads of that type shall be to the
reasonable satisfaction of the Manager of Land Development and shall be submitted with the
application for operational works. Road pavement widths shall be reduced where possible to enable
retention of vegetation.

The design of all sections of the internal loop road shall be consistent with Council's normal design
standards, to facilitate possible future dedication of the loop road and the connections to the external
site access intersections.

Internal roadways between the site access intersections on Walter Hay Drive and Eenie Creek Road
and the roundabouts on the internal loop road shall be constructed as four lane divided roads and
provide queue space of not less than 80 metres between intersection stop or give-way lines for both
entry and exit vehicles.

Roundabouts constructed on the internal loop road shall have a minimum diameter that allows the
largest vehicles required to access the SBC to negotiate them in an acceptable manner, generally in
accordance with drawing 4024/S18 Issue A prepared by MPN Consulting Engineers.

Internal car park and service roadway access driveways to and from the internal loop road shall be
located as if the loop road was a public road, with driveways located clear of roundabout queue areas,
pedestrian crossings, etc, generally consistent with AS2890.1

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NOOSA COUNCIL IDAS Development Application Decision Notice 22

147.

148.

149.

150.

151.

152.

153.

154.

155.

156.

157.

158.

159.

160.

Access to the existing childcare centre on the adjacent property (Lot 1 on RP 215933) shall be
retained at all times by the applicant. Should the existing access be affected by roadworks, an
alternate access is to be provided. Such access may be considered in the detailed design for the
construction of the westbound lanes of Eenie Creek Road between the access intersection to the SBC
and Eumundi Road as required by the conditions of this approval to the reasonable satisfaction of the
Manager - Land Development.

Public Transport

The applicant shall make provision for bus stops and bus routes on and through the subject site
without traversing through carpark areas, in accordance with the reasonable requirements of Council
and Queensland Transport. Such facilities should not compromise the possible future development of
a regional bus interchange in area E6 of MP2

Provision shall be made for the provision of public transport vehicles with their own access road
separate to parking isles other than staff carparking and clear of internal traffic queues or congestion
points generally in accordance with the approved plans for the development..

Provision shall be made immediately adjacent to the retail centre for a taxi rank able to accommodate
at least six taxis. This rank shall be located in an area close to major pedestrian routes and where
after-hours lighting and security will be maximised, under cover. The rank should include provision for
dedicated phone connections to local taxi companies. Further provision for the bus spaces as shown
on the approved plans shall be maintained..

Provision shall be made for state of the art electronic advice notices to advise patrons of the timing of
public transport services at the public transport set down and pick up area.

Car Parking

Carparking for the proposed development shall be generally in accordance with the approved plans
and the following:

152.1. Retail Centre at a rate of 5.4 spaces per 100m? of shop floor space TUA — 1000 spaces.

152.2. Showroom Component at a rate of 1 space per 36m? of showroom/homemaker floor space
TUA — 196 spaces.

152.3. Commercial/Business Component at a rate of 1 space per 23m? of commercial/business
floor space TUA - 217 spaces. .

Deleted

The car park for the Retail Centre and Showroom shall meet the objectives of MP2 3.5 (j).

The applicant shall ensure the carparking layout for the proposed development prevents conflict
between public transport, delivery and service vehicles and visitors cars generally in accordance with

the approved plans.

Aisle lengths in the car park in the B3 showrooms shall be maintained in accordance with the
approved plans to the satisfaction of the Manager Land Development..

The car parking area shall be drained and the pavement (pervious and impervious) constructed to
access road standards to the reasonable satisfaction of the Manager - Land Development. Plans and
specifications for these works shall be submitted with and application for a development permit for
operational works.

All car parking shall be kept maintained and line-marked in a condition fit for use.

Disabled parking spaces shall be provided for each development component in accordance with the
requirements of AS2890.1, in respect of the number, design and location of these spaces.

The design of the car parking areas will comply with the Australian Standards AS 2890.1 and AS
2890.2.

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NOOSA COUNCIL IDAS Development Application Decision Notice 23

161.

162.

163.

164.

165.

166.

167.

168.

169.

170.

at.

172.

173.

Loading Areas
Deleted.
Deleted.

All infrastructure shall be kept clear of the OS3 area including the service roadway (with the exception
of the 5 metre area at the western end of building D of the Showroom Component) and the garbage
collection area. Should part of the existing road reserve adjoining the subject site to the north be
included into the site following the dedication of the land for proposed Walter Hay Drive, it is accepted
that this area of land can contribute towards the OS3 buffer area to satisfy the requirement for the
provision of OS3 under this development permit.

Deleted.
External Works Other Than Roads

Any necessary stormwater drainage systems required by the any external roadworks fronting the
proposed development as required by these conditions of approval, will need to be constructed by the
applicant as part of those works to the reasonable satisfaction of the Manager Land Development.

Any necessary augmentation or installation of services will also need to be undertaken by the
applicant as part of this development to the reasonable requirements of the Council. The services will
need to be able to cater for the ultimate development of the SBC.

Pedestrian/Cycle Access

The applicant shall undertake all work indicated on Pedestrian and Cycle Management Plan submitted
as Annexure 6 as part of the representations to the decision notice issued 1 May 2003. The applicant
shall construct all cycleways and pathways as shown on the Pedestrian and Cycle Management Plan.
To this end, the applicant is required to construct a shared pedestrian and cycleway pathway in lieu of
the pedestrian pathways indicated in black on the Pedestrian and Cycle Management Plan.

The applicant will design and construct all works required by the approved Pedestrian and Cycle
Management Plan for the SBC, subject to any modifications required by these conditions of approval.

The applicant will construct access from the SBC pedestrian and cycleway links to the existing
pedestrian/cycleway under Eenie Creek Road, which meets disabled access requirements and has
good sight lines into the pedestrian/cycleway tunnel under Eenie Creek Road generally in accordance
with option 2 on plan 4024 S26B by MPN Consulting Pty Ltd.

The applicant will design and construct access from the pedestrian and cycleways shown on the
Pedestrian and Cycleway Management Plan to the proposed pedestrian/cycleway under Walter Hay
Drive, which has good sight lines into the structure. The applicant will be required to contribute 50%
towards the cost of the pedestrian/cycle underpass proposed under Walter Hay Drive.

The applicant will design and construct the external pathways for cycles and pedestrians on Eenie
Creek Road from Noosa Eumundi Road to the SBC access as part of this development.

Stormwater Drainage & Water Quality

A Stormwater Management Pian for the site including revegetation and remediation shall be prepared
and submitted prior to the issue of a development permit for operational works to the reasonable
satisfaction of the Manger Land Development. The Stormwater Management Plan shall be generally in

accordance with URS’s Report of 19 June 2003" and include “and shall be implemented by the
applicant. .

The Stormwater Management Plan will address the following:
173.1. Deleted.

173.2. Gross pollutant traps shall be installed inline on the piped systems for all paved areas that
do not fall to the proposed bio-retention devices prior to the run off entering OS7;

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NOOSA COUNCIL IDAS Development Application Decision Notice 24

173.3.

173.4.

173.5.

173.6.

173.7.

173.8.

173.9.

173.10.
173.11.
173.12.
173.13.
173.14.

173.15.

173.16.

All primary treatment of runoff will be outside the open space area OS7 to ensure
compliance with MP2;

Deleted.

The bio-retention areas within the car parks must be large enough to allow the proposed
planting to thrive and have a viable root system;

The detailed design of the stormwater management system shall provide for water reuse
within the site so as to ensure that the hydrology of the open space areas is maintained
while using a reasonable quantity of excess water generated by the development within the
site for non-potable purposes such as landscape watering generally in accordance with the
Concept Stormwater Management Plan to the reasonable satisfaction of the Manager -
Land Development. More detailed analysis using MUSIC or equivalent suitable software is
required to refine the water reuse assessments as well as pollution management
measures, with a one hour (maximum) time step to be used;

Deleted.

The Site Rehabilitation Plan shall provide details about the revegetation of water quality
control devices located in the OS7 area and the Landscape Plan shall provide details about
the vegetation of water quality control devices in the developed precincts. The Stormwater
Management Plan shall demonstrate that the proposed vegetation on the water quality
control devices will adequately treat the stormwater and achieve the required water quality.

Deleted.
Deleted.
Deleted.
Operational works stormwater management planning is to be included;
Deleted.
Deleted.

Details of the sediment and erosion control for construction management for the
development that adequately addresses the extent of site disturbance proposed;

The establishment and operational phases for the project, including at least four per year
event based water quality monitoring as detailed in the draft concept Stormwater
Management Plan dated 19 June 2003, within the gullies of the site, and in the receiving
waters for:

. Total Nitrogen.

° Total Phosphorus.

. Suspended Solids & Turbidity.
° pH.

. Salinity.

. Temperature.

° Trash & gross pollutants.

° Algal count and identification.

e Faecal coliforms.

The applicant shall continue monitoring for a period of 5 years from completion of Stage 1.
The results of monitoring are to be submitted to Council in a digital form acceptable to the
Manager Land Development.

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NOOSA COUNCIL IDAS Development Application Decision Notice 25

173.17.

173.18.

173.19.

173.20.

173.21.

173.22.

173.23.

173.24.

173.25.

173.26.

173.27.

During the establishment and operational phases the applicant is to undertake inspections
for erosion and deposition, and build up of trash and gross pollutants, and other water
pollution. These inspections will be carried out after significant rainfall events, and on a
three monthly campaign basis for a period of five years from completion of the final stage of
construction. Corrective measures will be implemented where indicated by such
inspections.

For the construction phase at least four per year event based water quality monitoring shall
be undertaken for:

° Suspended Solids & Turbidity.
. pH.

° Temperature.

° Salinity.

° Trash & gross pollutants.

In addition to the above, inspections for erosion and deposition, and build up of trash and
gross pollutants shall be carried out on a weekly basis during the construction period and
corrective measures implemented.

An operational phase Water Quality Management Plan shall be prepared to address water
treatment device water quality maintenance requirements for stormwater management
measures and devices, contingency measures for aquatic plant growth, loss of vegetation in
swales, die off of trees and shrubs in or near any devices, pollution response and algal
blooms and shall include a mosquito management strategy. The plan shall demonstrate
compliance with the water quality objectives set and a no worsening over the existing pre-
development situation in the site gullies, OS1, OS2 and OS4, in Eenie Creek and the
freshwater dam.

Responsibilities for all actions required in the plan are to be clearly delineated.

Non-compliance with prescribed water quality standards shall trigger the implementation of
measures/further testing to rectify.

Monthly reports on monitoring, incidents, corrective action and plan updates are required to
be submitted to Council during the construction period. These reports are to be submitted
in a form acceptable to the Manager Land Development (including digital form) and are to
highlight any non-standard results.

Yield analysis using a 3-hour (maximum) timestep MUSIC or equivalent model is required.
This analysis will need to demonstrate the effect of the proposed works on the water cycle
in OS1, OS2, OS4, OS5 and OS7. This modelling shall be undertaken and submitted with
the application for operational works

The use of enhanced existing vegetation filtration or alternate methods not requiring
clearing is to be used for drainage works to OSS, instead of the proposed construction
extended detention basins.

Deleted.

The bio-retention devices shall be maintained by the applicant in good working order at all
times, so as to achieve their intended purpose including periodic replacement of sand and
soils. Inspection of the bio-retention devices shall occur at least once every 5 years, and will
provide a written report to the Manager Land Development as to their condition and any
remedial action taken or proposed to be taken.

Deleted.

174. All stormwater design and construction on the development will be undertaken in accordance with the
approved Stormwater Management Plan.

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NOOSA COUNCIL IDAS Development Application Decision Notice 26

175.

176.

Vila

178.

179.

180.

181.

182.

183.

184,

185.

186.

187.

The applicant is to install water quality control devices generally in accordance with the approved
Stormwater Management Plan. Detailed staging plans and specifications, based on and generally in
accordance with the Plan are to be prepared and submitted (after consultation with officers of the
Council) with the relevant applications for operational works.

All easements required on downstream properties draining the site either by way of underground
drainage or overland flowpaths shall be obtained.

A suitably qualified Registered Professional Engineer, specialising in hydraulics shall prepare
engineering drawings and specifications for stormwater designs and shall be submitted in conjunction
with an application for a development permit for operational works (stormwater drainage).

Stormwater is to be disposed of on site so as to cause no scour or damage to adjoining properties.

The stormwater discharge from the site shall be designed such that there is no net increase in the rate
of discharge as a result of the development for storm events up to 100 year ARI.

Stormwater drainage shall include measures to protect proposed allotments from run-off from or to
surrounding land. The design shall also address controls for gross pollutants, nutrient runoff, oil and
grease, and silt and sediment.

Underground stormwater systems shall be designed in accordance with Noosa Council's Engineering
Design Standards, and shall be connected, where possible to Council's existing drainage systems.

An easement of minimum width 4.0 metres shall be granted in favour of the appropriate party over any
Council maintained stormwater pipes that traverse private property.

Designs that concentrate stormwater onto adjoining land shall require separate formal approval from
the owner of the land or relevant Govemment Authority. Such approval shall be submitted with the
design in conjunction with an application for a development permit for operational works (stormwater
drainage).

The design plans detailing surface levels, which shall be controlled across the site of the development
to create as major storm event.overland flow path system to cater for the 1:100 year design storm,
shall be submitted in conjunction with a development permit for operational works (stormwater
drainage). Any overland flow from external catchments shall be accepted and incorporated in the
major event surface flow drainage system through the site. Overland flows shall be discharged in a
safe manner and the product of velocity time depth shall not exceed 0.4 m2/sec.

All site drainage shall be by means of gravity systems.

Drainage works are to be progressively undertaken in conjunction with development of the site
generally in accordance with the approved Stormwater Management Plan. Detailed drainage plans
and specifications, based on and generally in accordance with the approved Drainage Plan, the EMP
and these Conditions, are to be prepared and submitted (after consultation with officers of the Council)
with the relevant applications for operational works.

All drainage works as required by the Stormwater Management Plan are to be provided by the
applicant at its cost.

Deleted.

A minimum floor level freeboard of 0.3m shall be provided for business, commercial and storage areas
above the top water level of the stormwater overland flows.

Earthworks

Any excavation or filling works proposed behind the showroom development on the Eenie Creek Road
frontage is not to occur within the 10 metre OS3 area (with the exception of the 5 metre length of
service roadway at the western end of building D) to ensure the protection of the existing vegetation
within this area, with the exception of the works required to provide the pedestrian and cycleways
beneath Eenie Creek Road and Walter Hay Drive and where filling is required at the eastern end of
the showroom development to allow for the construction of Walter Hay Drive. The rehabilitation of the

OS3 area is to be addressed in the Site Rehabilitation Plan to the reasonable satisfaction of the :

Manager - Land Use.

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NOOSA COUNCIL IDAS Development Application Decision Notice 27

188.
189.
190.

191.

192.

193.

194,

195.

196.

197.

198.

199.

200.

Deleted
Deleted.
Deleted.

A registered practicing Geotechnical Engineer shall test the existing ground conditions for suitability of
placing additional fill prior to such fill being placed. Batters within the loop road reserve shall be at a
maximum grade of 1:4 unless retained by a wall. In all other areas batters will have a maximum batter
as determined by a registered practicing Geotechnical Engineer in consultation with Manager Land
Development. Landscape treatment of the batters will be a consideration in their agreed slope.

Fill shall be compacted to 95% relative dry density as per Main Roads Department Test No. Q8A. A
registered practicing Geotechnical Engineer shall supervise all the placement of fill and shall certify
that all lots have been compacted to the required standard.

Any existing fillon the site that-does not comply with Council’s requirements shall be removed at the
direction of the Manager Land Development prior to additional filling works commencing.

Following completion of the filling works, the registered practicing Geotechnical Engineer supervising
the works shall submit compaction tests across the entire filled areas and a site classification report
for each lot subject to filling. The extent of fill and each lot site classification shall be shown on a
metes and bounds survey plan.

Acid Sulfate Soils

Where excavations are proposed below R.L 5.0m AHD a report shall be submitted from a suitably
qualified person in conjunction with an application for development permit for operational works
(earthworks), to determine if acid sulfate soils are present on site. If acid sulfate soils are present on
site the report shall also outline the required treatment and management of the disturbed soils in
accordance with the requirements of State Planning Policy 2/02 'Planning and managing development
involving acid sulfate soils’.

Erosion & Sediment Control

To protect the environment against siltation/sediment export or soil erosion as a result of this
development, an erosion and sediment control plan shall be submitted in conjunction with an
application for a development permit for operational works (earthworks). Site control measures such
as silt fencing, controlled gravel access to the site and controlled disposal of waste, may be
necessary. Prior to commencement of building works, all physical site contro! measures shall be
installed, and the plan adhered to.

Town Water Supply

The applicant will construct at its cost a second feed in conjunction with the construction of the Walter
Hay Drive access if the anticipated loading on the system for the ultimate development exceeds the
equivalent of 35 tenements.

Sizes of the mains are to be a minimum of 150mm diameter and are to be confirmed by a network
analysis carried out by Councils consultants at the applicants cost.

A water supply master plan for ultimate development shall be to the satisfaction of the Manager - Land
Development and shall be submitted in conjunction with an application for operational works (water
supply). The Water Supply Master Plan will consider metering of individual occupancies and common
(body corporate) flows as well as the reticulation system and valving arrangements. All water
infrastructure will be designed and constructed in accordance with the approved Water Supply Master
Plan.

Sewer Capacity

The applicant at its costs will construct the proposed sewer rising main in the development to
discharge to Manhole NV40/01/18 in Eenie Creek Road.

The existing sewer pump station and rising main are to be upgraded by the applicant to the standards
and requirements as detailed in Councils Engineering Design Manual - Water & Sewerage.

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NOOSA COUNCIL IDAS Development Application Decision Notice 28

201.

202.

203.

204.

205.

206.

207.

208,
209.

210.

211.

212.

A Sewer Master Plan for ultimate development shall be submitted to the reasonable satisfaction of the
Manager Land Development in conjunction with an application for a development permit for
operational works (sewer works).. All sewer infrastructure will be designed and constructed in
accordance with the approved Sewer Master Plan.

All internal reticulation works (both water and sewerage) are to be constructed in accordance with
Noosa Council Engineering Standards for Water and Sewerage (depending on tenure may be
classified as private main when completed) and checked by Council with full as constructed
requirements as per Council standards.

Service Easements

All infrastructure shall be covered by easements where necessary to the reasonable satisfaction of the
Manager Land Development.

No building or other structure shall be constructed or encroach over an easement. Any building or
structure within proximity of an easement of Council's or any other public utility's underground
infrastructure must have its foundations designed so that no surcharge loads are imposed upon such
underground infrastructure. Foundations must be taken down a minimum of 1m below a line of
influence measured 1m in the direction of the foundation from the centreline of the closest
underground service and along the natural angle of repose of the foundation soil type(s).

Headworks

Headworks contributions are required for Water Supply and Sewerage and will be charged in
accordance with Council's Planning Policies, PSP 28 - Water Supply Headworks Contributions and
PSP30 - Sewerage Headworks Contributions. These headworks are to be paid by the applicant prior
to the issue of a Development Permit for Building Works. An estimate only of the expected
contribution is:-

Retail Centre $466,608.00
Showroom & Commercial/Business $260,340.00

TOTAL $726,948.00
General

Prior to undertaking any excavation, the person acting on this permit shall contact public utility service
providers to ascertain the location of their underground services.

The applicant shall sign a written undertaking to be responsible for the full cost of repairs to road
pavement, footpath, kerb and gutter, or other Council property and facilities damaged as a result of
construction of the proposed development.

Where kerb and channel is constructed at a road intersection or any other place it is provided,
disabled access shall be incorporated.

No Council property or facility shall be interfered with during works associated with this development
without Council approval.

A Traffic Management Plan is to be prepared by a Registered Professional Engineer of Queensland
addressing safety during construction, including pedestrian safety, in accordance with the Manual of
Uniform Traffic Control Devices and Department of Transport (Main Roads Division) Roadworks
Signing Guide. A copy of which is to be submitted to Council for their records prior to construction
commencing.

All designs for engineering works involving the construction of pavements, kerb and channel, vehicular
access, footpaths, turnouts, stormwater drainage, water supply or sewerage reticulation shall be
prepared in accordance with the requirements of Council's Engineering Design Standards, shall
reference where applicable to Council's Standard Drawings and shall incorporate best engineering
practice,

A suitably qualified Registered Professional Engineer shall prepare engineering drawings and
specifications for all engineering works, which shall be submitted in conjunction with an application for
a development permit for operational works.

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NOOSA COUNCIL IDAS Development Application Decision Notice 29

213.

214.

215.

216.

217.

218.

219.

220.

221.

222.

223.

224.

225.

Any alteration of a public utility or other facility necessitated by the development of the land or
associated construction works either internal or external to the site shall be at no cost to Council.

Prior to commencement of the use, or a certificate of classification being issued (whichever occurs
first), a certificate shall be submitted to Council from a registered Professional Civil Engineer of
Queensland certifying that the operational works have been inspected and no items have been
identified that suggest the work has not been completed in a workmanlike manner.

As Constructed drawings certified by a registered surveyor and a registered Professional Civil
Engineer of Queensland showing the extent and finished levels of the filling works are to be submitted
for Council's records, prior to the use commencing.

These drawings must fully detail levels for all engineering works including water supply and sewer
reticulation, drainage structures, building floor levels, finished ground levels effluent trenches and
pavement surface levels. Drawings shall be on transparencies, a hard copy highlighting any changes
from design and in electronic format on an IBM PC compatible floppy disk in a format capable of
integration with Council's computer system.

Fire hydrants are to be provided throughout the development in accordance with Council and
Queensland Fire Service standards.

Conduits and kerb markers shall be installed for all necessary service crossings of roads to Council's
satisfaction. An "As Constructed” plan showing the locations of the conduits shall be submitted to
Council prior to acceptance of the works "On Maintenance".

Prior to the use commencing, a State Survey Mark shall be provided within the site. It shall be levelled
and located to the requirements of the Manager - Land Development. A ‘Form 6’ shall be submitted for
Council's records.

Each State or other Permanent Survey Mark shall be installed clear of overhead vegetation, making it
suitable for Global Positioning Equipment, and accurately connected to at least one real property
corner by a registered Surveyor.

The applicant shall satisfy all relevant requirements of the Water Act 2000.

The developer is to implement the use of small-scale solar photovoltaic powered pumps for irrigation
systems and power for outdoor lighting. The development should utilise a significant amount of
renewable energy produced on site.

Use of occupancy censors for HVAC, Lighting systems and Automated Toilet Flush systems were
appropriate.

Use only native tree species for landscaping to reduce the amount of water needed to be pumped for
on site irrigation. Only drip irrigations systems or systems with similar or better water and energy
conservation qualities are to be used on site.

Development does not result in obtrusive lighting as described in the Australian Standards AS4282
“The control of the obtrusive Effects of Outdoor Lighting".

Rainwater is captured on site and used to irrigate garden beds and for flushing toilets. Rainwater
storage tanks should be plumed, to allow refilling from mains supply, as well as utilize the force of
gravity for distribution.

All infrastructure within the site shall be maintained to the reasonable satisfaction of the Manager Land
Development.

Additional Conditions 13 April 2006 (Outdoor Dining)

226.

Development undertaken in accordance with this approval must generally comply with the approved
plans of development. The approved plans are numbered 24089 Sk06 Issue B; 24089 SKO5 Issue C;
24089 SKO7 Issue C prepared by Jeremy Ferrier Landscape Architect and dated August 2005; and
RETO0017 E - P1 prepared by Thomson Adsett Architects dated 12 July 2005 and as may be amended
by these conditions.

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NOOSA COUNCIL IDAS Development Application Decision Notice 30

227.

228.

229.

230.

231.

232.

233.

234.

235.

236.

237.

Only ancillary dining facilities associated with Showroom 4 in Area 1 are permitted and no greater than
10 chairs shall be provided within either the premises or adjacent outdoor area.

The outdoor dining areas associated with the Retail Centre component shall not exceed 599m?.

The outdoor dining areas located along the northern facade of the Retail Centre (Area 2) shall be
reduced in size so as to allow the adjacent pedestrian pathway to have a minimum width of 2 metres.
The outdoor dining landscaped buffer shall have a minimum width of 1.2m is to be provided as shown
on the approved plans.

The eastern area of the Retail Centre (Area 3) shown on the approved plans comprising 155m? is to
include 2 trees in pots located on the proposed dining area.

A total of 15 carparks and 7 motorcycle spaces are to be provided for the development in addition to
the carparks and motorbike spaces required by the Negotiated Decision Notice dated 14 August 2003

Pedestrian access to all shop entrances shall be kept clear at all times.

Any paved or deck areas are not to be enclosed with shutters, glass panelling, fixed roofs or the like,
thus remaining as open areas.

All outdoor dining areas shall not include roll-up or drop plastic sheeting.

Any shade covers proposed shall be removable or retractable such as umbrellas and roll-back
awnings and be constructed from lightweight materials of natural muted earth tones to compliment the
approved building to the reasonable satisfaction of the Manager Land Use. Fixed non-retractable
shade covers shall not be utilised.

Landscaping shall be constructed as indicated on the approved concept plans. Appropriate species
and pot sizes must be approved by the Manager Land Use prior to the commencement of landscaping
construction. The species selected shall be in accordance with the requirements of the approved
Landscape Management Plan.

The following additional contributions shall be paid to Council in accordance with Planning Scheme
Policies PSP28 and PSP30 on Water Supply Headworks Contributions and Sewerage Headworks
Contributions respectively and at the rates applicable at the time of payment. An estimate only of the
contribution rates under the current policies is outlined below. These amounts will adjusted in line with
changes to the Consumer Price Index, All Groups Brisbane from December 2005 until the date of
payment.

Water Supply $1,914
Sewerage $1,046
TOTAL $2,960

All headworks contributions must be paid prior to the issue of a Development Permit for Operational
Works.

Alternatively a trading bank guarantee shall be submitted to Council plus 20%. Should the headworks
contributions not be paid at the due time, Council shail call upon the trading bank guarantee in full.

In the event thai the Development Permit for Material Change of Use of Premises lapses or is
cancelled, the contribution or trading bank guarantee will be returned.

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NOOSA COUNCIL IDAS Development Application Decision Notice 31

CONCURRENCE AGENCY CONDITIONS (PETROLEUM PRODUCT STORAGE - ERA 12)

The development contains a service station and fuel storage, which is classified as an Environmentally Relevant
Activity Level 2. The following schedule (Schedule A) details the environmental conditions that apply to the
environmental authority for the conduct of the activity.

SCHEDULE A

Noise

1

Air

The emissions of noise from carrying out the environmentally relevant activity must not result in levels
greater than those specified in table 1.

 

 

 

 

 

 

 

 

TABLE 1.
NOISE LIMITS AT A NOISE SENSITIVE PLACE
} Period | Noise Level at a Noise Sensitive Place measured as the Adjusted Maximum Sound
| Pressure Level
Lamax adj, T
7am- 10pm Background noise level plus 5 dB(A)
10 pm-7am Background noise level plus 3 dB (A)
| Period — | Noise Level at a Commercial Place measured as the Adjusted Maximum Sound
nn Passe Eve)
Lamax adj, T
7am- 10pm Background noise level plus 10 db(A)
10 pm-7 am Background noise level plus 8 db (A)

 

 

 

 

Where Petroleum products are to be transferred from a delivery vehicle to an underground fuel storage
tank, and where an installation receives collectively more than 520 kilolitres of petroleum product during a
twelve (12) month period, then the underground fuel tank and delivery vehicle shall be fitted with “Vapour
Recovery System” equipment. Such equipment shall be installed in accordance with Australian Standard
(AS) 1940, Australian Institute of Petroleum (AIP) CP6-1986 and AIP CP4-1993.

The aboveground tank shall be fitted with a “pressure vacuum valve” on the atmospheric vent. The
pressure vacuum valve shall be set to closed when the pressure in the tank is between the design
operating maximum pressure and the design operating maximum vacuum in accordance with AS 1692.

Wastewater and other Liquid Waste

4.

Wastewater and other liquid waste shall be discharged to sewer or transported to an approved hazardous
waste facility. The licensee must comply with the conditions of a current trade waste permit issued of the
site and/or conditions of an approval to transport to an approved hazardous waste facility.

Vehicle or equipment wash down shall not be conducted in a manner which may cause the contamination
of surface stormwater run-off.

Wastewater from car washing must not be directed to the stormwater and can only be directed to sewer
under the conditions of a trade waste permit.

Drainage from paved forecourt and areas on which a vehicle can stand while being fuelled or transferring
petroleum products, shall be directed by appropriate surface grading into grated sumps, floor silt
arrestors, floor basket arrestors, gutters and/or grated drains leading to underground drainage systems
dedicated only to stormwater runoff, which finally discharge into stormwater drainage systems as
approved by the local authority.

Uncontaminated stormwater from roofed areas and uncontaminated ground areas shall be directed away
from petroleum loading and dispensing areas.

Wastewater and other liquid waste shall not be discharged or released to waters.

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Section 33

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NOOSA COUNCIL IDAS Development Application Decision Notice 32

10. Provision shall be made to contain any leakage/spillage and contaminated waste water from above

: ground petroleum product storage tanks and package storage areas, and to prevent it from contaminating
surrounding soil and stormwater. As a minimum, spill control measure shall be in accordance with AS
1940.

11, Drainage from tank and package store bunds and compounds must be manually controlled so that all
wastewater passes through treatment facilities before release to the environment. Any valve controlling
the drainage from a compound shall be located outside the bund. The valve shall be of a type in which
the distinction between open and closed positions is obvious and shall be closed and locked at all times
except when flow to the treatment facility is authorised by management.

12. Provide a notice adjacent to the bund valve displaying the following:

13. “Bund drain valve to be kept closed and locked”

14. Minor spills shall be controlled by use of absorbent material such as rags, kitty litter or similar and
disposed of with industrial refuse.

15. Provide fill point to aboveground tank inside bund containment with a dry break coupling or spill tray to
prevent incidental spill during refueling.

16. Clean and maintain bund compound integrity at all times.

Solid Waste

17. All solid waste shall be removed from the premises to an approved waste facility by a licensed waste
transporter.

General

18. All storage of flammable and combustible liquids must be stored in compliance with Australian Standard
AS 1940 - 1993 “The Storage and Handling of Flammable and Combustible Liquids’. If storage limits
exceed minor storage, then an application for licence for the storage of flammable and combustible liquids
must be lodged with the local authority.

19. Develop an inventory control system. Such inventory control measurements shall be reconciled by
comparing product and water level measurements with dispenser metre readings and deliveries. The
reconciliation shall be conducted for each individual tank each day that product is added or removed from
the underground storage tank. The inventory control computations on any loss or gain of product shall be
included with a monthly summary of cumulative losses or gains of product.

Note: Inventory control records and reconciliation data shall be:
a) maintained and kept on site

b) kept in an acceptable manner and format

c) made available to the administering authority

d) maintained for a minimum of 5 years

20. When a loss of product or discharge is indicated by any unexplained variation greater than 0.5% in the
inventory reconciliation, the operator shall immediately notify the Administering Authority.

21. In the event of a situation creating environmental harm pertaining to a spill, leak, fire, explosion or similar,
the Administering Authority shall be notified and advised of the incident and circumstances as soon as
reasonably practicable after becoming aware of the event.

22. All mechanical and elecirical leak detection equipment shall be inspected and tested annually. All
records shall be kept on site for a minimum of 5 years.

23. Ensure tank abandonment is carried out by either removal of the tank, or filling the whole of the tank with
an inert soil material such as sand, concrete or other approved material, and the disconnection of all
pipes from the tank as stipulated in AS 1940 and the Contaminated Land Act.

24. Ensure all persons working on site where petroleum products are stored shall have relevant training in
accordance with AS 1940 clause 9.3.

25. _ Ensure that the premise is licensed with the Local Authority under the Dangerous Goods and Safety Act

2001.

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Section 34

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NOOSA COUNCIL IDAS Development Application Decision Notice

33

 

Fy eke Appeal Rights

 

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

 

The following “is an extract from the Integrated |

[Planning Act (Chapter 4).

Division 8 - Appeals to court relating to
development applications

Appeals by applicants

4.1.27.(1) An applicant for a development application
may appeal to the court against any of the following-

(a) the refusal, or the refusal
development application;

in part, of a

(b) a matter stated in a development approval,
including any condition applying to
development, and the identification of a code
under section 3.1.6;'

(c) the decision to give a preliminary approval when a
development permit was applied for;

(d) the length of a currency period;
(e) a deemed refusal.

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant's
appeal period”) after the day the decision notice or
negotiated decision notice is given to the applicant.

(3) An appeal under subsection (1)(e) may be
started at any time after the last day a decision on the
matter should have been made.

Appeals by submitters

4.1.28.(1) A submitter for a development application
may appeal to the court about-

(a) the giving of a development approval, including
any conditions (or lack of conditions) or other
provisions of the approval; or

(b) the length of a currency period for the approval.

(2) The appeal must be started within 20 business
days (the “submitters appeal period”) after the day
the decision notice or negotiated decision notice is
given to the submitter.

(3) If a person withdraws a submission before the
application is decided, the person may not appeal the
decision.

(4) If an application involves both impact
assessment and code assessment, appeal rights for
submitters are available only for the part of the
application involving impact assessment.

7 Section 3.1.6 (Preliminary approval may override local planning
instrument)

A o:\database\onestopidecision.doc

the:

327

(5) If an application is processed ‘under’ section
6.1.28(2), appeal rights for submitters for the
application are available only for the aspects of the
development that would have required public
notification under the repealed Act.

(6) If an application involves assessment against
a concurrence agency code, appeal rights for
submitters for the application are not available
against the part of the approval that represents the
concurrence agency's response for the code.

Appeals by advice agency submitters

4.1.29.{1) An advice agency may, within the limits of
its jurisdiction, appeal to the court about the giving of
a development approval for a development
application if-

(a) the development application
assessment; and

involves impact

(b) the advice agency told the applicant and the
assessment manager to treat its response to the
application as a submission for an appeal.

(2) The appeal must be started within 20 business
days after the day the decision notice or negotiated
decision notice is given to the advice agency as a
submitter.

Appeals for matters arising after approval given
(co-respondents)

4.1.30.(1) For a development approval given for a
development application, a person to whom any of
the following notices have been given may appeal to
the court against the decision in the notice-

(a) a notice giving a decision on a request for
extension of the currency period for an approval;

(b) a notice giving a decision on a request to make a
minor change to an approval.

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given
to the person.

(3) Subsection (1)(a) does not apply if the
approval resulted from a development application
(superseded planning scheme) that was assessed as
if it were an application under a superseded planning
scheme.

(4) Also, a person who has made a request
mentioned in subsection (1) may appeal to the court
against a deemed refusal of the request.

(5) An appeal under subsection (4) may be
started at any time after the last day the decision on
the matter should have been made.

703/12

 

Section 35

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NOOSA COUNCIL IDAS Development Application Decision Notice

Division 9 - Appeals to court about other matters

Appeals for matters arising after approval given
(no co-respondents)

4.1.31.(1) A person to whom any of the following
notices have been given may appeal to the court
against the decision in the notice-

(a) a notice giving a decision on a request to change
or cancel a condition of a development approval.

(b) a notice under section 6.1.44? giving a decision to
change or cancel a condition of a development
approval.

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given
to the person.

(3) Also, a person who has made a request
mentioned in subsection (1)(a) may appeal to the
court against a deemed refusal of the request.

(4) An appeal under subsection (3) may be
started at any time after the last day the decision on
the matter should have been made.

Appeals against decisions to change approval
conditions under the repealed Act

4.1.33A.(1) A person who is dissatisfied with a
decision made on an application to change the
conditions attached to an approval given under
section 2.19(3)or section 4.4 of the repealed Act may
appeal to the court against-

(a) the decision; or
(b) a deemed refusal of the application.

(2) An appeal under subsection (1)(a) must be
started within 20 business days after the day notice of
the decision is to be given to the person.

(3) An appeal under subsection (1)(b) may be
started at any time after the last day a decision on the
matter should have been made.

Appeals against local laws

4.1.33B.(1) An applicant who is dissatisfied with a
decision of a local government or the conditions
applied under a local law about the use of premises
or the erection of a building or other structure
permitted by the planning scheme may appeal to the
court against the decision or the conditions applied.

(2) The appeal must be started within 20 business
days after the day notice of the decision is given to
the applicant.

2 Section 6.1.44 (Conditions may be changed or cancelled by
assessment manager of concurrence agency in certain
circumstances)

A o:\databaselonestop\decision.doc

328

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Section 52

                    15


Attachment F – Traffic Assessment




                                    www.cardno.com


[OCR of page images]
cI» Cardna

Shaping the Future
15

Attachment F — Traffic Assessment

www.cardno.com

Section 53

Our Ref         495623 | ASJ                                                                     Cardno (Qld) Pty Ltd
                                                                                                 ABN 57 051 074 992
Contact         Andy Johnston
                                                                                                 Level 11
                                                                                                 515 St Paul’s Terrace
                                                                                                 Fortitude Valley QLD 4006
1 November 2017                                                                                  Australia

                                                                                                 Locked Bag 4006
            QIC                                                                                  Fortitude Valley QLD 4006
            C/- Cardno Planning                                                                  Australia
            Locked Bag 4006
                                                                                                 Phone: 61 7 3369 9822
            Fortitude Valley QLD 4006
                                                                                                 Fax:   61 7 3369 9722

                                                                                                 www.cardno.com.au
Attention: Trent Forrest


Dear Trent


NOOSA CIVIC – CAR WASH TENANCY
DEVELOPMENT APPLICATION – TRAFFIC MATTERS

Context
Cardno (QLD) Pty Ltd has been engaged by Queensland Investment Corporation (QIC) to provide traffic
engineering advice in relation to a proposed car wash tenancy at Noosa Civic Shopping Centre (Noosa Civic).
This document has been prepared to provide an overview of the proposed tenancy and conduct a high level
assessment of any possible traffic matters associated with the tenancy. In particular, this letter has been
prepared to inform the Noosa Shire Council’s (NSC) assessment of the development application.

Proposal
Noosa Civic propose to lease part of the existing shopping centre car parking area for the purposes of a hand
car wash tenancy. Plans for the existing site and proposed tenancy are attached.
The proposed site is located within the “Retail” zone of the Noosa Civic Shopping Centre, and will occupy 22
existing parking spaces, with 8 spaces reserved for drop off and holding for the car wash, resulting in a net
loss of 14 parking spaces.
Figure 1 illustrates the context of the overall Noosa Civic site and surrounding road network.




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Printed on 100% Recycled Paper

Section 54

1 November 2017




Figure 1          Site Context and Surrounding Road Network




Source: Nearmap. Note: Site extent indicative only.

The proposed car wash tenancy consists of an operational area, where cleaning operations take place, and a
reserved parking area with four drop-off and four holding parking spaces, situated beside the operational area.
The entry to the operational area is via an existing two-way parking aisle, where vehicles would exit the site
onto the same two-way parking aisle.
The operation of the proposed site is described as follows:
           > Vehicles (driven by customers) enter the reserved parking area via the existing parking aisle, where
             the customer parks in a drop-off parking space, and is met by staff or proceeds to the reception
             area. It is noted that if the drop-off parking spaces are at capacity, the holding parking spaces would
             be used for customers to drop-off vehicles;
           > A building between the parking and operational area has provisions for storage, and reception/staff
             areas;
           > The washing area can be accessed via both parking aisles, whereas there is one-way circulation
             through the vacuum / detailing areas (refer to Figure 2). The vehicles (driven by staff) progress
             through the various cleaning stations in the following order:
             - Wash area (room for two cars end-to-front);
             - Vacuum area (room for one car);
             - Detailing area (room for one car).
           > Finished cars will be driven by staff out of the operational area and transferred to one of the four
             reserved holding spaces via the parking aisles.
It is anticipated that any servicing of the tenancy would be carried out by a van type design vehicle.
The layout and circulation of the proposed car wash tenancy is shown on Figure 2.




495623 Noosa Civic Car Wash Traffic Letter 2017 11 01 final.docx                                               Page 2

Section 55

1 November 2017




Figure 2          Tenancy Operations




Source: Nearmap


Potential Traffic Matters
Cardno has considered the traffic matters relevant to the proposed tenancy. These include:
           1. Design of tenancy layout;
           2. Impact on existing centre parking supply
           3. Additional parking demand generated by the tenancy;
           4. The potential for the additional traffic generated by the proposed tenancy to impact upon the
              operation of the external road network.
The traffic matters raised above are discussed in further detail in the subsequent sections of this letter.




495623 Noosa Civic Car Wash Traffic Letter 2017 11 01 final.docx                                              Page 3

Section 56

1 November 2017




Traffic Matter 1 –Design of Tenancy Layout
Cardno conducted a review of the layout of the proposed car wash tenancy, including the following:
           > Manoeuvring through the operational area;
           > Interaction of the proposed tenancy with the surrounding car parking areas and pedestrian traffic;
           > Design of car parking spaces in reserved parking area.
Given the arrangement of the proposed tenancy, there is flexibility in the circulation between the parking and
operational areas, based on the following assumptions:
           > Order of Services
             - Washing, Vacuum, then Detailing
           > Washing Area gains access via both parking aisles
           > Vacuum Area gains access via northern parking aisle
           > Detailing Area gains access via Vacuum Area.
Cardno has identified the following four potential circulation paths:
           1.        Northern entry into Washing Area
                     a.    Forward exit (refer drawing 495623-SK01)
                     b.    Reverse exit (refer drawing 495623-SK02)
           2.        Southern entry into Washing Area
                     a.    Forward exit (refer drawing 495623-SK04)
                     b.    Reverse exit (refer drawing 495623-SK03)
A swept path analysis has been undertaken to demonstrate the suitability of the above circulation paths.
The swept paths show that a B85 design vehicle is able to safely and efficiently manoeuvre between and
through the parking and operational areas, with the necessary 300mm clearance as required by the Australian
Standards for Parking facilities Part 1: Off street car parking (AS2890.1:2004). The swept path drawings
(495623- SK01 – 04) can be found enclosed herein.
The vehicular access arrangements for the site have also been reviewed. Given the proposed tenancy will be
located within the centre car park, access will be gained via the existing parking aisles. The reserved parking
area will have pavement markings indicating the branded parking bays allocated to customers, whom simply
park in a drop-off bay and proceed to the reception area. It is noted that if the drop-off bays are at capacity,
the holding bays would be used for customer vehicle drop-off. These movements are not dissimilar to regular
car park operations. Given the above, the risk of queuing back through parking aisle is considered to be
minimal. Furthermore, any queueing would be remote from the car park circulation roads and external road
network.
The proposed tenancy is not anticipated to have any significant impact upon the operation or safety of the
surrounding car parking areas and pedestrian traffic.
The reserved parking area consists of eight existing parking spaces, which have been reviewed against the
Noosa Plan. In accordance with Noosa Plan Part 14 Division 13, car parking should be designed to the
standards of AS2890.1:2004, for a Class 3 parking facility. The eight existing parking spaces are designed as
follows:
           > Bay width:                 2.6m
           > Bay length:                5.4m
           > Parking aisle:             6.2m
These dimensions comply with the minimum requirements for Class 3 parking facilities.
Given the above, the layout of the proposed tenancy is considered to comply with the relevant design
guidelines, and is therefore considered to be appropriate.




495623 Noosa Civic Car Wash Traffic Letter 2017 11 01 final.docx                                           Page 4

Section 57

1 November 2017




Traffic Matter 2 – Impact on Existing Centre Parking Supply
The Noosa Civic Shopping Centre approval (reference 132002.220285.4) requires 1,413 car parks to be
provided (Condition 152), and the existing car parking supply available at the centre is 1,414 spaces.
Therefore, parking supply is currently in excess of the conditioned approval.
With the inclusion of the proposed car wash tenancy, there is a net loss of 14 spaces. This reduces the car
parking supply at the centre to 1,400 spaces, which does not satisfy Condition 152 of the approval that 1,413
spaces should be provided.
Noting that the parking provision of Condition 152 is not met, further investigation has been undertaken to
demonstrate that the proposed car parking supply at the centre will still be sufficient to accommodate the peak
parking demands.
In order to assess the existing Noosa Civic Shopping Centre parking demand, parking survey data used for a
previous traffic study at the centre was utilised. A car parking survey was undertaken by TTM on Thursday 14
February and Saturday 16 February in 2013. The existing car parking demand rates were calculated based
on the car parking occupancy obtained by the survey and the occupied gross lettable area (GLA) of the existing
Noosa Civic at the time of survey. Table 2 summarises the findings of the surveys.
Cardno investigated annual daily door count data from the centre to identify the 90 th percentile busiest shopping
day of the year. The 90th percentile day is chosen as the design parameter for parking demand. This
assessment approach is a standard traffic engineering approach which accounts for all but the busiest time
periods, generally relating to the Christmas and Easter holiday trading periods. Designing for these
occurrences would mean a significant over supply the rest of the year.
For the retail component of the development, the 90th percentile car parking demand based on an annualised
profile was then determined from the 2013 annual pedestrian door count data combined with the car parking
rates determined from the TTM surveys.

                  TTM Car Parking Survey Findings
                                                                   Surveyed Demand (spaces)      Factored Demand (spaces)
                                                 Parking
                           Occupied
 Land Use                                        Supply
                          GLA (sq.m)                                                             90th %ile         90th %ile
                                                (spaces)           Thursday      Saturday
                                                                                              Thursday (1.18)   Saturday (1.05)

 Retail                      18,926               1,008               721           753            851               791

 Commercial +
                             10,210                406                241           146            284               153
 Showroom

 Total                       29,136               1,414               962           899           1,136*             944

 Surplus                         -                   -               + 452         + 515          + 278             + 470
*Parking rounded up to whole number

The estimated 90th percentile parking demand for the centre is as follows:
           > Thursday: 1,136 spaces
           > Saturday: 944 spaces
As shown on Table 2, the centre currently provides for an additional 278 spaces and 470 spaces for the
Thursday and Saturday trading peak, respectively.
With consideration of the net loss of 14 spaces associated with the proposed car wash, the overall centre will
still provide for an additional 264 spaces and 456 spaces, during the Thursday and Saturday peak periods
respectively.
Therefore, the car wash tenancy is not considered to have a significant impact on the existing parking supply
at Noosa Civic Shopping Centre and the marginally reduced parking supply is considered to be sufficient.




495623 Noosa Civic Car Wash Traffic Letter 2017 11 01 final.docx                                                            Page 5

Section 58

1 November 2017




Traffic Matter 3 – Additional Parking Demand Created by the Proposed Tenancy
Due to its location within the existing car parking area of the Noosa Civic site, the proposed car wash tenancy
is not visible from the external road network. Therefore, unlike car washes located at service stations etc. on
the external road network, the subject tenancy would be unlikely to attract ‘drive-by’ business.
Furthermore, as customers would have to wait for their vehicles to be washed by hand (estimated to be around
45 minutes), it is unlikely that customers would drive to the centre for the single purpose of having their car
washed.
Given the above, car parking demand for the proposed car wash tenancy would predominantly be driven by
existing Noosa Civic customers as part of a multi-purpose trip. Therefore, the proposed car parking
arrangements (i.e. no new car parking spaces provided) are considered to be appropriate.

Traffic Matter 4 - Operational Impacts of the Proposed Tenancy
Similar to Traffic Matter 3, it is unlikely that customers would drive to the centre for the single purpose of having
their car washed. Therefore, the trips generated by the car wash tenancy would predominantly be driven by
the existing Noosa Civic customers as part of a multi-purpose trip.
It is anticipated that there will be no net increase in external trips generated by Noosa Civic with the car wash
tenancy, however it is likely internal activity will increase at this location, as existing centre customers drop-off
their vehicle at the car wash during their visit to the centre.
To understand the level of activity likely to be shifted to the car wash tenancy, Cardno has forecast the likely
internal trip generation for the tenancy based on our experience using a first principles approach, and adopting
the following assumptions:
           > It would take around 15 minutes for a vehicle to progress through each station;
           > The car wash has a maximum capacity to handle one vehicle in and one vehicle out per every 15
             minutes;
           > This equates to a capacity of 4 vehicles per hour (vph) in, and 4vph out, giving a maximum total
             maximum capacity of 8vph. This is considered to be conservative, as it assumes 100% occupancy
             of all car wash bays.
Based on the above findings, it is anticipated that a maximum additional internal movements of 8vph would be
generated by the car wash, where these 8vph would likely be existing centre customers whom are benefiting
from the car wash during their visit to the centre. With regards to the external impact, there is not expected to
be any additional trips to and from the centre.
This level of activity is considered to be insignificant, and therefore will not significantly impact the operation
of the internal car park.




495623 Noosa Civic Car Wash Traffic Letter 2017 11 01 final.docx                                                Page 6

Section 59

1 November 2017




Summary
Cardno has investigated the potential traffic matters associated with a proposed car wash tenancy located at
Noosa Civic Shopping Centre. This document investigated the following potential traffic matters relating to the
tenancy:
           >    Design of tenancy layout;
           >    Impact on existing centre parking supply
           >    Additional parking demand generated by the tenancy;
           >    The potential for the additional traffic generated by the proposed tenancy to impact upon the
                operation of the external road network;
Investigation of the traffic matters relating to the tenancy have established the following:
           > The recommended circulation for the proposed tenancy is considered to minimise the traffic impact
             on the other parking areas
           > The traffic layout of the proposed tenancy is considered to comply with the relevant design
             guidelines, and is therefore considered to be appropriate;
           > With a net loss of 14 spaces, the overall centre will still provide for an additional 264 spaces and
             456 spaces above customer demand, during the Thursday and Saturday peak periods respectively.
             This is not considered to have a significant impact on the existing parking demand at Noosa Civic
             Shopping Centre.
           > The car parking demand for the proposed car wash tenancy would predominantly be driven by
             existing Noosa Civic customers as part of a multi-purpose trip, therefore, the proposed car parking
             arrangements (i.e. no new car parking spaces provided) are considered to be appropriate;
           > The proposed car wash tenancy is anticipated to generate an additional 8vph internally, which is
             insignificant and therefore will not significantly impact the operation of the internal car park.
Based on the above findings, it is Cardno’s opinion that the inclusion of the car wash tenancy will not generate
adverse impacts and therefore, should not be refused on traffic matters.
Should you have any queries about the information provided in this letter, please do not hesitate to contact the
undersigned.


Yours faithfully




Andy Johnston
Team Leader – Traffic Engineering
For Cardno
+613 3877 6931



Enc:              Proposed Car Wash Tenancy Plans
                  Swept Path Analysis, drawings 495623- SK01 – SK04




495623 Noosa Civic Car Wash Traffic Letter 2017 11 01 final.docx                                            Page 7

Section 60

           NOTES
           THIS DRAWING IS TO BE READ IN CONJUNCTION
           WITH "GENERAL NOTES" ON DRAWING No. A000.


           ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
           PRIOR TO CONSTRUCTION.
PROPOSED
CAR WASH




                    S
                    ISUE
                VAL
              RO
           APP



           02           APPROVAL ISSUE                                   18.04.17

           01           CONCEPT DESIGN                                   04.01.17

           REVISION     DESCRIPTION                                   DATE




           LOCATION PLAN
           PROJECT:


           NOOSA CIVIC SHOPPING
           28 EENIE CREEK ROAD
           NOOSAVILLE, QLD. 4566
           CLIENT:


                          STAR CAR WASH
                          P.O. BOX 6212
                           ALEXANDRIA NSW 2015




           A.B.N.        74    194   321     852                             2015
           SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
           T:9025 9905        F:9587 6179     W:WWW.AURORADESIGN.NET.AU


           SCALE:         1:1200 @ A3          DRAWING No.:              REVISION:


           PROJECT No.:           16-045

           DATE:              DEC. 2016
                                               A090 02
           These drawings have been produced using site information & dimensions
           supplied by client. Do not scale drawing, use figured dimension. All
           dimensions to be verified prior to starting any work. This document is for
           information only. Aurora Design retains copyright and intellectual
           property rights in all design and documentation it produces. Aurora
           Design grants one express license to the client to use this document and
           design for the intended purpose and site only. No other license is implied.
           Aurora Design may revoke the license if any whole or part invoiced
           payment is overdue. No part or in full of this document is to be copied
           without the written permission of Aurora Design.

Section 61

                                                                                                                                                                                                                                                                                                                0            1000       2000         3000                    5000



                                                                                                                                                                                                                                                                                                                                      1:100 MILLIMETRES


                                                                                                                                                                                                                                                                                                          NOTES
                                                                                                                                                                                                                                                                                                          THIS DRAWING IS TO BE READ IN CONJUNCTION
                                                                                                                                                                                                                                                                                                          WITH "GENERAL NOTES" ON DRAWING No. A000.

                                                                                                                                                                                                                                                                                                          ALL DIMENSIONS ARE TO BE VERIFIED ON SITE
                                                                                                                                                                                                                                                                                                          PRIOR TO CONSTRUCTION.




                                                                                                                                                                                                                                                                                                          GENERAL LEGEND
                                                                                                                                                                                                                                                                                                          BL         BOLLARD
                                                                                                                                                                                                                                                                                                          COS        CONFIRM ON SITE
                                                                                                                                                                                                                                                                                                          DP         DOWNPIPE
                                                                                                                                                                                                                                                                                                          EDB        ELECTRICAL DISTRIBUTION BOARD
                                                                                                                                                                                                                                                                                                          EQ.        DENOTES "EQUAL"
                                                                                                                                                                                                                                                                                                          FW         FLOOR WASTE
                                                                                                                                                         EXISTING CARPARK AISLE                                                                                                                           HWU        HOT WATER UNIT
                                                                                                                                                                                                                                                                                                          TYP.       DENOTES "TYPICAL"
                                                                                                                                                                                                                                                                                                          O/H        DENOTES "OVERHANG"
                                                                                                                                                                         04                                                                                                                               C
                                                                                                                                                                                                                                                                                                          L          CENTRELINE
                                                                                                                                                                        A500
                                                                                                                                                                                                                                                                                                          XXX        FINISH REFERENCE TAGS
                                                                                                            E                             D         C                                                       B                                                        A
                                                            11550                                                            3210             545                          6790                                                       6790

            2600                   2600                             2600         2600           1055                         3400                                                                       14175                                                              750
      C
      L               C
                      L                       CL                   C
                                                                   L                     C
                                                                                         L                                                 300 300                         6485                             300                       6490                           300
                                           NEW STENCIL PAINTED RED




                                                                                                                                                                                                                                                                           8.
                                           "STAR" BRANDING TO EACH




                                                                                                                                                                                                                                                                            70
                                           HOLDING BAY, TYPICAL.                                                        20
      LEASE LINE                                                                                                       8.




                                                                                                                                                                                                                                                                   8.
                                                                                              395
                                                                                                                  RL




                                                                                                     300




                                                                                                                                                                                                                                                                                      8.
                                                                                                                                                                                                                                                                    67




                                                                                                                                                                                                                                                                                       70
                                                                                                            BL.          BL.              BL.




                                                                                                                                                                                                                                                                                            1000
                                                                                        3.1                                                         TOP 8.46                                                      RL 8.47   WASH AREA BUNDING
                                                                                                                                                                                                                                                          RL8.67

                                                                                                                                                        RL8.31                                   TOP 8.63
                                                                                                                                                                                                                                                         COL. A3
                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                    COL.                                        COL. B3                     EXTENT OF NEW METAL
                                                                                                                                                    C3                                                                      ROOF CANOPY OVER.
                                                                                                                                                           EXISTING BITUMEN                                                                               TOP 8.82
                                                                                                                                                           PAVING TO REMAIN.
                                                                                                                                                                                                                            TYPICALLY, APPROX. 150mm
      CARPARK BITUMEN                                                                                                                                                                                                       HIGH R.C. KERB TO SLANTED
      SURFACE TO REMAIN.                                                                                                                                                                                                    CHS COLUMNS TO STRUCTURAL


                                                                                              5005
                                                                                                                                                           EXTENT OF NEW                                                    ENGINEER'S DETAIL, TYPICAL.
                                                                                                                                                           CARWASH METAL




                                                                                                                                                                                                                                                                                            4400
                                                                                                                                                                                                                                                                                                                     UE
                                                                                                                                                           ROOF CANOPY OVER.
          HOLDING           HOLDING                    DROP OFF DROP OFF
           BAY 1                  BAY 2                 BAY 1    BAY 2                                             LAUNDRY/                                      VACUUM AREA
                                                                                                                                                                                                                            NEW GRATED DRAIN TO
                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                   IS
                                                                                                                        STORE
                                                                                                                                                                                                                            CARWASH AREA CONNECTED
                                                                                                                                                                                                                            TO GREASE ARRESTOR TO
                                                                                                                                                                                                                                                                                                               VAL
                                                                                                                                                                                                                                                                                                              O




                                                                                                                                                                                          8.
                                                                                                                                                                                                                            ENGINEER'S DETAIL.
                                                                                                                                                                                                                                                                                                             R
                                            8.
                     8.




                                                                                                     8235




                                                                                                                                                                                           44
                                                                                                                                                                                                                                                                                                          APP
                                             06




                                                                                 01                                      FFL8.44                           EXISTING TREES TO BE                                                                                                                     01
                      00




                                                                                                                                                           REMOVED AND PLANTERS
                                                                                A600                                                                                                                                                                                                               A600
                                                                                                                                                           DEMOLISHED. MAKE GOOD                                                WASHING




                                                                                                                                                                                                                                                                            PLANTER
      EXISTING PLANTER                                                                                                                                                                                            RL8.48
                                                                                                                                                           CARPARK SURFACE.
                                                                                                                                                                                                COL. B2




                                                                                                                                                                                  8.
      & TREE TO REMAIN.
                                                                                                                                                                                                                                   AREA                  COL. A2


                                                                                                                                    8.




                                                                                                                                                                                   42
                                                                                                                                                           ALLOW TO LOCALLY                                     TOP 8.63
                                                                                                                  8.




                                                                                                                                     28
                                                                                        2                                                                                                                                                                                                          2




                                                                                                                                                                                                                                                              8.
                                                                                                                                                                                                      8.
                                                                                                                   23




                                                                                                                                                           DEMOLISH EXISTING




                                                                                                                                                                                                                                                               67
                                                                  8.




                                                                                                                                                                                                       47
                                     8.
7.




                                                                                                                                                           CARPARK SURFACE FOR
                                                                   10
                                      05
 90




                                                                                                                                                           CONSTRUCTION OF NEW                                              EXISTING BITUMEN      FALL
                                                                                                                         8.
                                                                                                                          24




                                                                                 02                                                                        SLABS & FOUNDATIONS,                                             PAVING TO REMAIN.
                                                  8.




                                                                                                                                                           TYPICAL.
                                                                                A500




                                                                                                                                                                                                8.
                                                   06




                                                                                                                                                                                                                                                                                                    03




                                                                                                                                                                                                 43
                                                                                              3040




                                                                                                                                                           TYPICAL ROOF SUPPORT CHS                                         EXISTING TREE TO BE                                                    A500
                                                                                                                                                           COLUMNS IN INVERTED "V"                                          REMOVED AND PART OF
      HOLDING              HOLDING                               DROP OFF DROP OFF                                       P.O.S.                            ARRANGEMENT TO STRUCTURAL                                        PLANTER TO BE CUT BACK.
                                                                                                                                                                                                                                                                                                          02           APPROVAL ISSUE                                   18.04.17




                                                                                                                                                                                                                                                                                            4400
                                                                                                                                                           ENGINEER'S DETAIL.
          BAY 3                   BAY 4                           BAY 3    BAY 4                                                                                                                                                                                                                          01           CONCEPT DESIGN                                   04.01.17
                                                                                                                                                                                                                            CUT BACK EXISTING PLANTER
                                                    EQ              1410   EQ                                                                                  DETAILING AREA                                               AND INSTALL NEW                                                               REVISION     DESCRIPTION                                   DATE
                                                  1100 100 200




                                                                                                                                                                                                                            CONTINUOUS KERB (BUNDING),
                           675     1150    675
                                                                                        1.1                                                                MAKE GOOD EXISTING PAVING                                        MAKE GOOD PLANTER. NEW
                                                                                                                                                           SURROUNDING NEW WORKS,                                      3    PLANTING BY LESSOR.
                                                                                                                                                                                                                     .4                                   TOP 8.82
                                                                                                                                                    COL.
                                                                                                                                                           TYPICAL. FINISH TO MATCH EXISTING.
                                                                                                                                                                                                                   L
                                                                                                                                                                                                                    8
                                                                                                                                                                                                                                                                                                          CARWASH
                           1100




                                                                                                                                                                                                                  R
                                                                                                                        PAY +                       C1
                                                                                                                                                                                                                            WASH AREA BUNDING
                                                                                              2360

                                                                                                     2265




                                                                                                            R
                                                                                                             L
                                                                                                                 8.
                                                                                                                  18
                                                                                                                        KEYS                        TOP 8.46                                    COL. B1
                                                                                                                                                                                                 TOP 8.63
                                                                                                                                                                                                                            COLLECTION SUMP
                                                                                                                                                                                                                            TO HYDRAULIC
                                                                                                                                                                                                                                                         COL. A1
                                                                                                                                                                                                                                                                                                    1     FLOOR PLAN
                                                                                                                                                        RL8.26




                                                                                                                                                                                                                                                                                            1000
                                                                    1150                                                                                                                                                    ENGINEER'S DETAIL
                           900




                                                  900




                                                                                                                                                                                                                                                          RL8.64                                          PROJECT:
                                                                                                                                                           EXTENT OF NEW METAL
                                                                                                                         PLANTER                           ROOF CANOPY OVER.




                                                                                                                                                                                                                                                                   8.




                                                                                                                                                                                                                                                                                      8.
                                                                                                                                                                                                                                                                                                          NOOSA CIVIC SHOPPING




                                                                                                                                                                                                                                                                    64




                                                                                                                                                                                                                                                                                       66
      LEASE LINE                                                                                                                                                                                                                                         LEASE LINE




                                                                                                                                                                                                                                                                           8.
                                   NEW STENCIL PAINTED RED "STAR" &                                                                                                                                                                                                                                       28 EENIE CREEK ROAD




                                                                                                                                                                                                                                                                            65
                                   "DROP OFF" TEXT BRANDING TO EACH
                                   CUSTOMER DROP OFF BAY, TYPICAL.                                                             01                                 01                                                                                                                                      NOOSAVILLE, QLD. 4566
                                                                                                                             A210                                A500                                                                                                                                     CLIENT:
                                   TYPICALLY, PARKING LINES TO ALL STAR CAR
                                   WASH HOLDING & DROP OFF SPACES TO BE
                                   PAINTED IN CORPORATE RED COLOUR.                                                                                                                                                                                                                                                      STAR CAR WASH
                                                                                                                                                        EXISTING CARPARK AISLE                                                                                                                                           P.O. BOX 6212
                                                                                                                                                                                                                                                                                                                          ALEXANDRIA NSW 2015




                                                                                                                                                                                                                                                                                                          A.B.N.        74    194   321     852                             2015
                                                                                                                                                                                                                                                                                                          SUITE 1105, 50 CLARENCE STREET, SYDNEY NSW 2000
                                                                                                                                                                                                                                                                                                          T:9025 9905        F:9587 6179     W:WWW.AURORADESIGN.NET.AU


                                                                                                                                                                                                                                                                                                          SCALE:           1:100 @ A3         DRAWING No.:              REVISION:


                                                                                                                                                                                                                                                                                                          PROJECT No.:           16-045

                                                                                                                                                                                                                                                                                                          DATE:              DEC. 2016
                                                                                                                                                                                                                                                                                                                                              A200 02
                                                                                                                                                                                                                                                                                                          These drawings have been produced using site information & dimensions
                                                                                                                                                                                                                                                                                                          supplied by client. Do not scale drawing, use figured dimension. All
                                                                                                                                                                                                                                                                                                          dimensions to be verified prior to starting any work. This document is for
                                                                                                                                                                                                                                                                                                          information only. Aurora Design retains copyright and intellectual
                                                                                                                                                                                                                                                                                                          property rights in all design and documentation it produces. Aurora
                                                                                                                                                                                                                                                                                                          Design grants one express license to the client to use this document and
                                                                                                                                                                                                                                                                                                          design for the intended purpose and site only. No other license is implied.
                                                                                                                                                                                                                                                                                                          Aurora Design may revoke the license if any whole or part invoiced
                                                                                                                                                                                                                                                                                                          payment is overdue. No part or in full of this document is to be copied
                                                                                                                                                                                                                                                                                                          without the written permission of Aurora Design.

Section 62

DATE PLOTTED: 25 October 2017 12:33 PM BY : TETTEH ANANG




                                                                                                                         N L Y
                                                                                                   T                   O
                                                                                                E P
                                                                                       C     ONC
CAD File: G:\495623 - Noosa Civil Car Wash\6_ACAD\495623 SK - 02 - A.dwg




                                                                                        SWEPT PATH LEGEND                              4910                                                                                                                     © Cardno Limited
                                                                                                                                                                                                                                                              All Rights Reserved.
                                                                                                                                                                                                                                                                                                                                                   QIC
                                                                                               VEHICLE BODY                                                     mm                                                                              This document is produced by Cardno Limited
                                                                                                                                                                                                                                                                                                                                               ®   NOOSA CIVIC CAR WASH
                                                                                                                                                                                                                                                                                                                                                   B85 SWEPT PATH
                                                                                                                                              Width             : 1870
                                                                                                                                                                                                                              NORTH




                                                                                                                                                                                                                                                 solely for the benefit of and use by the client
                                                                                               VEHICLE PATH                                                                                                                                      in accordance with the terms of the retainer.
                                                                                                                                              Track             : 1770                                                                               Cardno Limited does not and shall not
                                                                                                                                                                                                                                                                                                   Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                               VEHICLE CLEARANCE (300mm)                                                                                                                                                                                Level 11, 515 St Paul’s Terrace            Drawn      Date      Scale      Size
                                                                                                                                              Lock to Lock Time : 6.0                                                                                 assume any responsibility or liability
                                                                                                                                                                                                                                                                                                           Fortitude Valley, QLD 4006                T.Anang 25/10/2017    1:200          A3
                                                                                                             VEHICLE             920   2800   Steering Angle    : 34.1
                                                                                                                                                                                       0   1   2    3     4     5     6   7   8       9   10m     whatsoever to any third party arising out of                                                     Drawing Number                         Revision
                                                                                                                                                                                                                                                    any use or reliance by third party on the        Tel: 07 3369 9822 Fax: 07 3369 9722
                                                                                                                                       B85
                                                                                                                                                                         2 1.5 1 0.5
                                                                                                                                                                                                   SCALE 1:200 @ A3
                                                                                                                                                                                                                                                            content of this document.                      Web: www.cardno.com.au                           495623 - SK01                    A
                                                                           Imagery supplied by nearmap, July 2015

Section 63

DATE PLOTTED: 25 October 2017 12:33 PM BY : TETTEH ANANG




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CAD File: G:\495623 - Noosa Civil Car Wash\6_ACAD\495623 SK - 02 - A.dwg




                                                                                        SWEPT PATH LEGEND                              4910                                                                                                                     © Cardno Limited
                                                                                                                                                                                                                                                              All Rights Reserved.
                                                                                                                                                                                                                                                                                                                                                   QIC
                                                                                               VEHICLE BODY                                                     mm                                                                              This document is produced by Cardno Limited
                                                                                                                                                                                                                                                                                                                                               ®   NOOSA CIVIC CAR WASH
                                                                                                                                                                                                                                                                                                                                                   B85 SWEPT PATH
                                                                                                                                              Width             : 1870
                                                                                                                                                                                                                              NORTH




                                                                                                                                                                                                                                                 solely for the benefit of and use by the client
                                                                                               VEHICLE PATH                                                                                                                                      in accordance with the terms of the retainer.
                                                                                                                                              Track             : 1770                                                                               Cardno Limited does not and shall not
                                                                                                                                                                                                                                                                                                   Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                               VEHICLE CLEARANCE (300mm)                                                                                                                                                                                Level 11, 515 St Paul’s Terrace            Drawn      Date      Scale      Size
                                                                                                                                              Lock to Lock Time : 6.0                                                                                 assume any responsibility or liability
                                                                                                                                                                                                                                                                                                           Fortitude Valley, QLD 4006                T.Anang 25/10/2017    1:200          A3
                                                                                                             VEHICLE             920   2800   Steering Angle    : 34.1
                                                                                                                                                                                       0   1   2    3     4     5     6   7   8       9   10m     whatsoever to any third party arising out of                                                     Drawing Number                         Revision
                                                                                                                                                                                                                                                    any use or reliance by third party on the        Tel: 07 3369 9822 Fax: 07 3369 9722
                                                                                                                                       B85
                                                                                                                                                                         2 1.5 1 0.5
                                                                                                                                                                                                   SCALE 1:200 @ A3
                                                                                                                                                                                                                                                            content of this document.                      Web: www.cardno.com.au                           495623 - SK02                    A
                                                                           Imagery supplied by nearmap, July 2015

Section 64

DATE PLOTTED: 25 October 2017 12:33 PM BY : TETTEH ANANG




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CAD File: G:\495623 - Noosa Civil Car Wash\6_ACAD\495623 SK - 02 - A.dwg




                                                                                        SWEPT PATH LEGEND                              4910                                                                                                                     © Cardno Limited
                                                                                                                                                                                                                                                              All Rights Reserved.
                                                                                                                                                                                                                                                                                                                                                   QIC
                                                                                               VEHICLE BODY                                                     mm                                                                              This document is produced by Cardno Limited
                                                                                                                                                                                                                                                                                                                                               ®   NOOSA CIVIC CAR WASH
                                                                                                                                                                                                                                                                                                                                                   B85 SWEPT PATH
                                                                                                                                              Width             : 1870
                                                                                                                                                                                                                              NORTH




                                                                                                                                                                                                                                                 solely for the benefit of and use by the client
                                                                                               VEHICLE PATH                                                                                                                                      in accordance with the terms of the retainer.
                                                                                                                                              Track             : 1770                                                                               Cardno Limited does not and shall not
                                                                                                                                                                                                                                                                                                   Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                               VEHICLE CLEARANCE (300mm)                                                                                                                                                                                Level 11, 515 St Paul’s Terrace            Drawn      Date      Scale      Size
                                                                                                                                              Lock to Lock Time : 6.0                                                                                 assume any responsibility or liability
                                                                                                                                                                                                                                                                                                           Fortitude Valley, QLD 4006                T.Anang 25/10/2017    1:200          A3
                                                                                                             VEHICLE             920   2800   Steering Angle    : 34.1
                                                                                                                                                                                       0   1   2    3     4     5     6   7   8       9   10m     whatsoever to any third party arising out of                                                     Drawing Number                         Revision
                                                                                                                                                                                                                                                    any use or reliance by third party on the        Tel: 07 3369 9822 Fax: 07 3369 9722
                                                                                                                                       B85
                                                                                                                                                                         2 1.5 1 0.5
                                                                                                                                                                                                   SCALE 1:200 @ A3
                                                                                                                                                                                                                                                            content of this document.                      Web: www.cardno.com.au                           495623 - SK03                    A
                                                                           Imagery supplied by nearmap, July 2015

Section 65

DATE PLOTTED: 25 October 2017 12:33 PM BY : TETTEH ANANG




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CAD File: G:\495623 - Noosa Civil Car Wash\6_ACAD\495623 SK - 02 - A.dwg




                                                                                        SWEPT PATH LEGEND                              4910                                                                                                                     © Cardno Limited
                                                                                                                                                                                                                                                              All Rights Reserved.
                                                                                                                                                                                                                                                                                                                                                   QIC
                                                                                               VEHICLE BODY                                                     mm                                                                              This document is produced by Cardno Limited
                                                                                                                                                                                                                                                                                                                                               ®   NOOSA CIVIC CAR WASH
                                                                                                                                                                                                                                                                                                                                                   B85 SWEPT PATH
                                                                                                                                              Width             : 1870
                                                                                                                                                                                                                              NORTH




                                                                                                                                                                                                                                                 solely for the benefit of and use by the client
                                                                                               VEHICLE PATH                                                                                                                                      in accordance with the terms of the retainer.
                                                                                                                                              Track             : 1770                                                                               Cardno Limited does not and shall not
                                                                                                                                                                                                                                                                                                   Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                               VEHICLE CLEARANCE (300mm)                                                                                                                                                                                Level 11, 515 St Paul’s Terrace            Drawn      Date      Scale      Size
                                                                                                                                              Lock to Lock Time : 6.0                                                                                 assume any responsibility or liability
                                                                                                                                                                                                                                                                                                           Fortitude Valley, QLD 4006                T.Anang 25/10/2017    1:200          A3
                                                                                                             VEHICLE             920   2800   Steering Angle    : 34.1
                                                                                                                                                                                       0   1   2    3     4     5     6   7   8       9   10m     whatsoever to any third party arising out of                                                     Drawing Number                         Revision
                                                                                                                                                                                                                                                    any use or reliance by third party on the        Tel: 07 3369 9822 Fax: 07 3369 9722
                                                                                                                                       B85
                                                                                                                                                                         2 1.5 1 0.5
                                                                                                                                                                                                   SCALE 1:200 @ A3
                                                                                                                                                                                                                                                            content of this document.                      Web: www.cardno.com.au                           495623 - SK04                    A
                                                                           Imagery supplied by nearmap, July 2015

Section 66

                     16


Attachment G – Hydraulic Services Plan




                                         www.cardno.com


[OCR of page images]
cI» Cardna

Shaping the Future
16

Attachment G — Hydraulic Services Plan

www.cardno.com

Section 67

                                                                                              STAR CAR WASH NOOSA CIVIC
                                                                                              HYDRAULIC SERVICES
                                                                                              OWNERS NAME: QUEENSLAND INVESTMENT CORPORATION
                                                                                              RPD: LOT 3 ON SP246584
                                                                                              These plans have been designed to and comply with :
                                                                                              AS/NZS. 3500.1 :2015
                                                                                              AS/NZS. 3500.2 :2015
                                                                                              AS/NZS. 3500.3 :2015
                                                                                              AS/NZS. 3500.4 :2015




                                                                                                                                                                           GENERAL NOTES                                                                                                                  WATER SUPPLY NOTES
                                                                                                                                                                           1.     ALL SANITARY DRAINAGE & PLUMBING IS DESIGNED TO, INSTALLED, TESTED AND LABELED IN ACCORDANCE WITH AS/NZS                1.     COLD WATER AND HOT WATER TO INDIVIDUAL POINTS IS TO BE 15Ø UNLESS NOTED OTHERWISE.
                                                                                                                                                                                  3500.2:2015 AND THE PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
                                                                                                                                                                                                                                                                                                          2.     ALL WATER SUPPLY IS TO BE DESIGNED, INSTALLED, TESTED AND LABELLED IN ACCORDANCE WITH AS/NZS 3500.1:2015, AS/NZS
                                                                                                                                                                           2.     OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION AND PAY ALL FEES DUE.                                  3500.4:2015 AND THE PLUMBING CODE OF AUSTRALIA REQUIREMENTS.

                                                                                                                                                                           3.     ALL TRADE WASTE DRAINAGE AND ASSOCIATED PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH THE LOCAL AUTHORITIES            3.     COLD WATER TO MORE THAN ONE POINT SHALL BE 20Ø OR GREATER.
                                                                                                                                                                                  TRADE WASTE MANAGEMENT PLAN.
                                                                                                                                                                                                                                                                                                          4.     IN NO CASE SHALL A 15Ø COLD BRANCH EXCEED 3m IN LENGTH.
                                                                                                                                                                           4.     ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND THE REQUIREMENTS OF
                                                                                                                                                                                  ALL RELEVANT AUSTRALIAN STANDARDS.                                                                                      5.     INSTALL COLD WATER CONTROLS AND PIPING ON THE INLET SIDE OF A HOT WATER UNIT TO COMPLY WITH AS 3500.4 AND IN
                                                                                                                                                                                                                                                                                                                                                                                                                                         Drawing Style:
                                                                                                                                                                                                                                                                                                                 ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. WHERE HOT WATER UNITS ARE LOCATED IN CEILING SPACE
                                                                                                                                                                           5.     ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TO COMMENCEMENT.                                ISOLATION VALVE TO BE BELOW CEILING.

                                                                                                                                                                           6.     THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGE INSTALLATION. USE                  6.     PROVIDE A PRESSURE LIMITING VALVE AND A COLD EXPANSION VALVE TO EACH HOT WATER UNIT.                                            In strata water
                                                                                                                                                                                  DIMENSIONED ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATING TO PLUMBING FIXTURES. IT IS THE
                                                                                                                                                                                  RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITE INSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE        7.     POSITION SERVICES IN CEILING SPACES AND WALL FRAMING UNLESS NOTED OTHERWISE.
                                                                                                                                                                                  LIKE.
                                                                                                                                                                    SITE                                                                                                                                  8.     WATER SUPPLY PIPE SIZES SPECIFIED ON THESE DRAWINGS ARE BASED ON CALCULATIONS FOR PIPES HAVING EQUIVALENT                       Out of strata
                                                                                                                                                                           7.     THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THE LOCATION AND THE                    DIMENSIONAL AND FLOW CHARACTERISTICS TO THAT OF TYPE B COPPER TUBE. WHERE ALTERNATIVE MATERIALS ARE USED, AN                    drainage
                                                                                                                                                                                  DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTY WHETHER DOCUMENTED OR OTHERWISE.                    EQUIVALENT PIPE SIZE APPROPRIATE TO THE MATERIAL BEING USED SHALL BE SELECTED. IN NO CASE SHALL THE INTERNAL DIAMETER
                                                                                                                                                                                                                                                                                                                 OF ANY ALTERNATE PIPE MATERIAL BE LESS THAN THE MINIMUM BORE SPECIFIED IN AS/NZS 3500.1:2015 APPENDIX B.
                                                                                                                                                                           8.     'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL CHANGES TO                                                                                                                                         This drawing is confidential and is not to be reproduced in any form
                                                                                                                                                                                  THE ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF 'AS-CONSTRUCTED' DRAWINGS INCLUDING A SUBMETER                                                                                                                                             as a whole or in part without the express written authority of
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Plumbing Design & drafting pty ltd.
                                                                                                                                                                                  TABLE TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS.                                                                      PUMPS                                                                                                                          note: symbols are drawn in the correct position but are not to scale
                                                                                                                                                                           9.     AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE AND SHALL BE DEEMED TO BE FULLY AWARE OF THE SITE      1.    ALL PUMPS INSTALLED ON THIS PROJECT ARE TO HAVE 'WATERMARK' APPROVAL
                                                                                                                                                                                  CONDITIONS. ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF THE SITE CONDITIONS SHALL NOT BE                                                                                                                                              North Point:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Design:     Mark Laverick
                                                                                                                                                                                  ACCEPTED.
                                                                                                                                                                                                                                                                                                          NON-DRINKING WATER PIPEWORK MARKING AND LABELLING                                                                                                               Checked: Mark Laverick
                                                                                                                                                                           10.    ALL HOT AND COLD WATER SERVICES WITHIN A CONCRETE SLAB OR CONCRETE FILLED WALL SHALL BE ONE OF THE FOLLOWING
                                                                                                                                                                                  MATERIALS. TYPE 'B' COPPER, TYPE 'B' COPPER ALLOY, STAINLESS STEEL, POLYBUTYLENE, CROSS-LINKED POLYTHYLENE OR
                                                                                                                                                                                  POLYETHYLENE AND SHALL BE FULLY RETRIEVABLE ENCASED IN CONDUIT FOR THE FULL DISTANCE.
                                                                                                                                                                                                                                                                                                          1.    NON-DRINKING PIPEWORK TO BE IDENTIFIED AND INSTALLED IN ACCORDANCE WITH AS.3500.1:2015 SECTION 9                                           N              Drawn:      Jo Arnold
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Plotted by: 'jarnold'
                                                                                                                                                                                                                                                                                                                                                                       150/100                                                                                         Plot date: 13 Dec, 2017 - 7:49am
                                                                                                                                                                           11.    JOINTS IN PRESSURED WATER SERVICE PIPES UNDER FLOOR SLABS ARE NOT PERMITTED.
                                                                                                                                                                                                                                                                                                                                                                                                                                         Issue      Date           Amendment                                 Int.   App.
                                                                                                                                                                           12.    ALL IN-GROUND VALVES SHALL BE ENCLOSED IN APPROVED PATH BOXES.                                                                                                                   WARNING                                                                   1      08.12.17 PRELIMINARY ISSUE                               JA      ML

                                                                                                                                                                           13.    ALL PLUMBING SERVICES THAT PENETRATE BUILDING ELEMENTS REQUIRED TO HAVE A FIRE RESISTANCE LEVEL, MUST BE INSTALLED                                                                NOT FOR                                                                  A      13.12.17 ISSUE FOR APPROVAL                              JA      ML
                                                                                                                                                                                  SO THAT THE FIRE RESISTING PERFORMANCE OF THE BUILDING ELEMENT IS NOT IMPAIRED.
                                                                                                                                                                                                                                                                                                                                                                   DRINKING
                                                                                                                                                                           14.    ALL SANITARY DRAINAGE SHALL BE [email protected]% FALL UNLESS NOTED OTHERWISE.
                                                                                              LOCALITY PLAN




                                                                                                                                                                                                                                                                                                                                                    225/150
                                                                                                                                                                           15.    ALL STORMWATER DRAINAGE SHALL BE MINIMUM 100Ø @ 1% FALL UNLESS NOTED OTHERWISE.
                                                                                              NOT TO SCALE

                                                                                                                                                                           16.    MINIMUM SIZE OF ACCESS PANELS SHALL BE 600mm X 300mm.
                                                                                              DRAWING SCHEDULE                                                             17.    DIMENSIONED ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER SCALED HYDRAULICS DRAWINGS.
                                                                                              DRAWING No.    LEVEL                                   SERVICES
                                                                                                                                                                           18.    THE HYDRAULIC SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE MECHANICAL AND
                                                                                              17151-H-01     LEGEND, NOTES AND LOCALITY PLAN         ALL SERVICES                 AIR-CONDITIONING SERVICES ON SITE.

                                                                                              17151-H-02     SITE PLAN, GROUND LEVEL AND ROOF PLAN   ALL SERVICES          19.    PROTECT ALL PIPEWORK SUBJECT TO VEHICULAR DAMAGE WITH PIPE GUARDS OR BOLLARDS AS APPROPRIATE.

                                                                                                                                                                           20.    ALL PIPEWORK SHALL BE IDENTIFIED IN ACCORDANCE WITH AS1345. IDENTIFICATION MARKINGS SHALL BE INSTALLED AT
                                                                                                                                                                                  DISTANCES NOT EXCEEDING 3.000MM AND SHALL BE ON EITHER SIDE OF WALLS ETC. TO ENABLE INSTANT RECOGNITION.
                                                                                                                                                                                                                                                                                                                                     NON-DRINKING HOSE TAP SIGNAGE
                                                                                                                                                                                                                                                                                                                                     NOT TO SCALE
                                                                                                                                                                           MATERIALS
                                                                                                                                                                           HOT & COLD WATER:              MATERIALS AND PRODUCTS USED IN THE INSTALLATION OF HOT & COLD WATER SUPPLY SYSTEMS FOR
                                                                                                                                                                                                          THIS PROJECT SHALL COMPLY WITH AS/NZS 3500.1:2015 (SECTION 2) AND ALL RELEVANT STATUTORY        DRAINAGE SERVICES
                                                                                                                                                                                                          REQUIREMENTS.
                                                                                                                                                                                                                                                                                                          1.    WHERE DIFFERENTIAL SETTLEMENT MAY OCCUR AND A DRAIN PASSES THROUGH THE WALL OF AN INSPECTION CHAMBER OVER 1M             Architect:
                                                                                                                                                                           SANITARY DRAINAGE:             PVC CLASS DWV                                                                                         DEEP, TWO FLEXIBLE JOINTS SHALL BE PROVIDED ON THE DRAIN ADJACENT TO THE WALL. THE LENGTH OF DRAIN BETWEEN THE TWO
                                                                                                                                                                                                                                                                                                                FLEXIBLE JOINTS SHALL NOT EXCEED 600MM.
                                                                                                                                                                           SOIL, WASTE AND VENT PIPE:     PVC CLASS DWV
                                                                                                                                                                                                                                                                                                          2.    WHERE THE SITE CONTAINS GROUND WITH REACTIVE SOILS OF CLASSIFICATIONS H, E, H-D, E-D OR P PIPEWORK PASSING THROUGH
                                                                                                                                                                           DOWNPIPES:                     PVC CLASS DWV (UNO - REFER ARCHITECTURAL SPECIFICATION)                                               FOOTINGS SHALL BE LAGGED AND SANITARY / STORMWATER DRAIN CONNECTIONS SHALL HAVE FLEXIBLE CONNECTIONS IN
                                                                                                                                                                                                                                                                                                                ACCORDANCE WITH AS/NZS2870-1996 SECTION 5 AND AS/NZS3500.2.2015 3.8.2.
                                                                                                                                                                           STORMWATER:                    (UP TO 300 DIA.) PVC CLASS SW HEAVY (UNO)                                                                                                                                                                                          A.B.N.    74 194 321 852
                                                                                                                                                                                                          ( > THAN 300 DIA.) CONCRETE (RRJ) CL 3/FRC (SUPERTITE) CLASS 2                                                                                                                                                                     SUITE 1105, 50 CLARENCE STREET,
                                                                                                                                                                                                                                                                                                                                                                                                                                             SYDNEY NSW 2000
                                                                                                                                                                           TRADE WASTE:                   UNDERGROUND - HDPE
                                                                                                                                                                                                                                                                                                                                                                                                                                             P: 9025 9905 F: 9587 6179
                                                                                                                                                                                                          ABOVE GROUND - HDPE FUSION WELDED TO AS/NZS 4401 OR POLYPROPYLENE
                                                                                                                                                                                                                                                                                                                                                                                                                                             WWW.AURORADESIGN.NET.AU
                                                                                                                                                                           BRACKETS, CLIPS, HANGERS:      ALL PIPEWORK SUPPORTS AND FIXINGS TO BE NON-CORROSIVE WHERE EXPOSED TO A CORROSIVE
                                                                                                                                                                                                          ENVIRONMENT.                                                                                                                                                                                                                   Hydraulic Consultant:

                                                                                                                                                                                                                                                                                                                                                                                                                                          PLUMBING DESIGN & DRAFTING
                                                                                                                                                                           BACKFLOW PREVENTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AHSCA
                                                                                                                                                                           1.    ALL TESTABLE BACKFLOW DEVICES ARE TO BE FITTED WITH UPSTREAM LINE STRAINERS AND ISOLATION VALVES ON INLET AND OUTLET                                                                                                                                        ASPE
                                                                                                                                                                                 TO ACCOMMODATE TESTING.

                                                                                                                                                                           2.    EXTERNAL HOSE COCKS SHALL BE FITTED WITH APPROVED BACKFLOW PREVENTING VACUUM BREAKERS AND INDIVIDUAL STOP TAPS.                                                                                                                                          hydraulic and fire protection consultants
                                                                                                                                                                                                                                                                                                                                                                                                                                                       (07) 5437 7660 | [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                    4/34 Technology Drive, Warana. Qld. 4575
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PO Box 1269 Buddina. Qld. 4575
                                                                                                                                                                                                                                                                                                                                                                                                                                         ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
                                                                                                                                                                           ABBREVIATIONS                                              LEGEND                                                      SYMBOLS                                      SERVICE LABELS
                                                                                                                                                                           CW         COLD WATER                                                                                                                                                                   DENOTES SERVICE
                                                                                                                                                                                                                                                                 COLD WATER                             BACK INLET DISCONNECTOR GULLY                                                                                                    Project:
                                                                                                                                                                           CWM        CLOTHES WASHING MACHINE                                                                                                                                       ##        ##   DENOTES NUMBER OF
                                                                                                                                                                                                                                                                 HOT WATER
                                                                                                                                                                                                                                                                                                        FLOOR WASTE GULLY
                                                                                                                                                                           DG
                                                                                                                                                                           DP
                                                                                                                                                                                     DISCONNECTOR GULLY
                                                                                                                                                                                     DOWNPIPE
                                                                                                                                                                                                                                                                 SANITARY
                                                                                                                                                                                                                                                                                                        ISOLATION VALVE
                                                                                                                                                                                                                                                                                                                                                     Ø
                                                                                                                                                                                                                                                                                                                                                                                                                                                        STAR CAR WASH
                                                                                                                                                                                                                                                                 STORMWATER                                                                                        DENOTES SIZE
                                                                                                                                                                           e         EXISTING
                                                                                                                                                                           FFL       FINISHED FLOOR LEVEL
                                                                                                                                                                                                                                                                 TRADE WASTE
                                                                                                                                                                                                                                                                                                        OVERFLOW RELIEF GULLY

                                                                                                                                                                                                                                                                                                        PUMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOOSA CIVIC
                                                                                                                                                                                                                                                                 VENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                            SHOPPING
FILE NAME & PATH: W:\17151- Carwash Noosa Civic\cad section\current drawings\17151-H-01.dwg




                                                                                                                                                                           FWG       FLOOR WASTE GULLY
                                                                                                                                                                                                                                                                 PUMP OUT                               DROPPER
                                                                                                                                                                           HDPE      HIGH DENSITY POLYETHYLENE
                                                                                                                                                                                                                                                                 EXISTING SANITARY DRAIN                RISER
                                                                                                                                                                           HWU       HOT WATER UNIT
                                                                                                                                                                                                                                                                 EXISTING SEWER                         WATER FIXTURE/TAPS                                                                                                                                 28 EENIE CREEK ROAD
                                                                                                                                                                           IV         ISOLATION VALVE
                                                                                                                                                                                                                                                                 EXISTING WATER                         FLOW                                                                                                                                               NOOSAVILLE QLD 4566
                                                                                                                                                                           OF         OVERFLOW
                                                                                                                                                                           ORG        OVERFLOW RELIEF GULLY                                                                                             PIPE CONTINUES
                                                                                                                                                                                                                                                                                                                                                                                                                                         Drawing Title:
                                                                                                                                                                           OWHS       OIL WATER HYDROCARBON SEPARATOR                                                                                   TUNDISH

                                                                                                                                                                           OWHSV      OIL WATER HYDROCARBON SEPARATOR VENT                                                                              FIXTURE TRAP                                                                                                                     HYDRAULIC SERVICES
                                                                                                                                                                           PN        NOMINAL PRESSURE                                                                                                   CONNECTION
                                                                                                                                                                           PSV       PUMP STATION VENT
                                                                                                                                                                           PVC       POLYVINYL CHLORIDE
                                                                                                                                                                                                                                                                                                                                                                                                                                         NOTES, LEGEND, LOCALITY PLAN
                                                                                                                                                                           RL        REDUCED LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                         AND ABBREVIATIONS
                                                                                                                                                                           SD         SANITARY DRAINAGE
                                                                                                                                                                           SDIC       STORMWATER DRAINAGE INSPECTION CHAMBER
                                                                                                                                                                           T          TUB
                                                                                                                                                                           TD         TUNDISH
                                                                                                                                                                           TW         TRADE WASTE
                                                                                                                                                                           VP         VENT PIPE                                                                                                                                                                                                                                                                    APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                         Date:                        Scale:                            Sheet:
                                                                                                                                                                                                                                                                                                                                                                                                                                          DECEMBER 2017               (A1) 1:100        (A3) 1:200        1 OF      2
                                                                                                                                                                                                                                                                                                                                                                                                                                         Job No:                          Disc:       Dwg No:     Stage:          Issue:


                                                                                                                                                                                                                                                                                                                                                                                                                                         17151 - H - 01                                               BA A
                                                                                                                                                                                                                                                                                                                                                                                                                                         0          1        2        3           4      5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ORIGINAL SIZE: A1

The text continues on section 68.