07/1841 - Representations Received [As Published] · 132007.1841

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compounds they would need to be located visible from the central driveway. As such they would need
to be sited within the frontage landscape area (this would be acceptable under the Noosa plan as
landscaped area includes areas occupied by bicycle racks) or as a replacement for a carpark. These
secure compounds would result in a negative amenity impact upon the development.

Given that the layout of the development has very good casual surveillance and security supervision of
all carparking areas, it is considered appropriate that all bicycle parking spaces could be provided as
class 3.

Amendment of condition 11 is requested to reduce the total number of bicycle parking spaces to 40, to
be provided as class 3 and dispersed across the site.

Condition 12

Condition 12 requires the provision of a separate shower/change room/locker facility within each tenancy
of buildings B, C, D, I, H & G and common facilities comprising a minimum 6 unisex shower/change
room/locker within building K to service the remainder of the development. This results in the need for
19 shower/change room/locker facilities. This condition considerably exceeds the requirement of the
planning scheme and is considered an unreasonable imposition on the development.

The Driveways and Parking Code requires under $15.3 the provision of 1 shower/change room/tocker per
10 bicycle spaces provided. Having regard to existing condition 11, which requires 80 bicycle spaces,
only 8 shower/change room/locker facilities would be required. Having regard to our representation on
condition 11 above, only 4 shower/change room/locker facilities would be required.

The application provided for 7 shower/change room/locker facilities (comprising 3 female, 3 male and 1
unisex shower) within building K to service the entire development. Having regard to the Driveways
and Parking Code and condition 11 representation, this provision is more than adequate to service the
development. It is noted that the condition currently allows for buildings E & F to utilise the common
facilities within building K. These buildings are further away from the common facilities that buildings B,
C, D, 1, H & G which require separate individual facilities. On this basis there could be no argument that
the location of the proposed common facilities is not adequate to service the entire development.

Amendment of condition 12 is requested to delete the requirement for the provision of a separate
shower/change room/locker facilities within each tenancy of buildings B, C, D, I, H & G and provide for
common shower/change room/locker facilities within building k for a minimum of 7 shower/change
room/locker facilities.

Condition 13

Condition 13 requires a minimum roof pitch of 5 degrees to be provided to all buildings. While this
condition could be achieved, concern is raised that this will result in compromise to the proposed
building aesthetic and is not necessary to achieve roof form outcome O21 of the Noosaville Locality
Code.

Of the 11 proposed buildings, 3 have a 5 degree pitch, 1 curved and 7 have a 3 degree pitch. The
building designs and layout will ensure varied roof forms and interesting skyline throughout the
development as required by 021. The building form with a 5 degree roof pitch will remain generally the
same however the building volume and facade height will increase. Currently the scale, height and
proportion of the buildings are well balanced, resulting in a good aesthetic. Increasing the roof pitch to
5 degrees will compromise this aesthetic and not result in any marked difference or improvement in
achieving roof form outcome O21 of the Noosaville Locality Code.

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Amendment of condition 13 is requested to require minimum roof pitches in accordance with the
approved plans.

Condition 22

Condition 22 requires building K to remain in common property “to allow for research and development
facilities to support the industrial uses". This requirement is both irrelevant to and an unreasonable
imposition of the development. Building K will be utilised for both educational purposes and as common
meeting/gym facility. There has never been any proposal for this facility to be for “research and
development”. If the site is retained in a single ownership this condition would not create any
operational difficulties, however if the site is subdivided under a community titles scheme it would mean
that Building K had to remain under the ownership of the Body Corporate and could not be tet or sold on
a commercial basis. This places an unrealistic economic burden on the developer and brings into
question the financial feasibility and appropriateness of establishing this facility on the site. As detailed
with the application, the applicant has proposed this facility as a community benefit to relocate the
existing Noosa Community Training Centre currently existing elsewhere within the site and which will be
demolished as a result of other site development. It is essential for the inclusion of this facility to be
successful, that no restriction is placed on its titling ability. To ensure this facility can be utilised as a
common meeting/gym facility for the overall development the condition could be amended to require the
gym and toilet/shower facilities to be accessible at all times for use by other tenants, with the
conference/meeting facility available on a booking system managed by the education tenant.

Deletion of the requirement of condition 22 to remain in common property and reference to “research
and development facilities” is requested.

Condition 26

Condition 26 requires the driveway access connection to Rene Street to be a maximum width of 7m at
the property boundary. This requirement would result in the inability of the development to achieve
appropriate articulated vehicle access. Articulated vehicle access is considered necessary and required
by the planning scheme. The driveway crossover shown on the proposal plan is based on Barlow Gregg
VDM review of their Autoturn computer program. A drawing prepared by Barlow Gregg VDM showing
the articulated vehicle swept path is attached in Appendix B.

Amendment of condition 26 is requested to delete reference to a maximum width of 7m.

Condition 36

Condition 36.1 requires carspace 8 to be a dedicated turning area and 36.2 requires carspace 9 to be
dedicated as ‘staff’. Having regard to the layout plan and condition 36.2 which allows tandem staff
parking for carspaces 9 and 10, it would seem more appropriate to dedicate carspace 9 as a turning area
rather than carspace 8. This would achieve the same result in provision of a dedicated turning bay, but
would improve the carparking situation by removing the tandem staff arrangement of spaces 9 and 10.
Amendment of condition 36 is requested to require carspace 9 as the dedicated turning area.

Condition 37.3, 39.3, 41.2, 42.2, 44.4 & 46.3

Conditions 37.3, 39.3, 41.2, 42.2, 44.4 & 46.3 require the loading bays to be clear of the carparking
aisle. Upon review of the plans it is considered that this condition will have substantial design
implications upon the approved layout, is not necessary to comply with AS2890.2 and is therefore an
irrelevant and unreasonable imposition on the development.

The applicant's traffic consultant Burchill VDM has provided the following advice:

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Due to the type of land use, that is, light industry, it is anticipated that servicing will not be of such a
frequency to require loading areas separate to the car parking areas.

The Australian Standard for Parking Facilities Part 2: Off-street commercial vehicle facilities (AS2890.2)
provides guidance for service provisions. In Section 4 Service Areas, this document states the following:

The design of service areas must:
¢ Provide for the largest design vehicle likely to use the facility — in this case, a 12.5m HRV.
@ Aminor service area may be located on part of the internal roadway system at the site provided
the occasional obstruction to other traffic by manoeuvring trucks can be tolerated.

Taking into account that the service areas will not be heavily utilised, and that these areas have been
designed with sufficient manoeuvring area, it is considered that these fall under the classification of a
‘minor service area’. Furthermore, the time for service vehicles manoeuvring into the loading bays would
not involve a long period. Hence, the period of obstruction to traffic, based on the proposed layout,
would be very short.

Taking these factors into consideration, the proposed service arrangements comply AS2890.2 and are
considered appropriate for the site.

Deletion of conditions 37.3, 39.3, 41.2, 42.2, 44.4 & 46.3 is requested.

Condition 60

Condition 60 requires the submission of a report prepared by an ecologist that assesses the impacts of
the revised Stormwater Management Plans on the downstream ecologically sensitive areas. Given that
the proposed revised Stormwater Management Plans will have the same water quality objectives as the
original Stormwater Management Plan, which has been accepted by Council and assessed by an
ecologist, this requirement is unnecessary and therefore an irrelevant imposition of the development.
Deletion of condition 60 is requested.

We look forward to Councils further consideration of these matters and to the issue of a negotiated
decision notice.

Should you have any questions with respect to the above, please do not hesitate to contact me direct.

Yours faithfully
KEN HICKS & ASSOCIATES

 

Scott Sobey;
DIRECTOR

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APPENDIX A

Page 6

Bike Storage Solutions: secure bicycle compounds

Home Materials Workshop Storage Office & Facility
Handling Equip. Products Commercial Mgmt

Safety/ Offers
Environment

ESE Direct > Products Cycle Storage > Cycle Compounds

Secure Cycle Compounds

Warehouse/
Distribution

Page | of 2

Site &
Security

 

SPECIFICATIONS

Cycle Compound with Lockable Gate

 

 

 

 

 

 

To Fit Size (h,w,d in mm) Code
16 Bikes (2 x 8 racks) 2100, 5500, 3000 SWC215530G2
32 Bikes (4 x 8 racks) 2100, 5500, 6000 SWC215560G4
48 Bikes (6 x 8 racks) 2100, 5500, 9000 SWC215590G6

Cycle Compound with Lockable Gate & Central Security Canopy

http://www.esedirect.co.uk/cycle-compounds.asp

4/06/2008

Page 7

Bike Storage Solutions: secure bicycle compounds

 

 

 

To Fit Size (h,w,d in mm) Code
16 Bikes (2 x 8 racks) 2600, 5500, 3000 SWC265530S2
32 Bikes (4 x 8 racks) 2600, 5500, 6000 SWC265560S4
48 Bikes (6 x 8 racks) 2600, 5500, 9000 SWC265590S6

 

 

FRAME COLOUR OPTIONS

 

For required frame colour please add
corresponding suffix to product code

ap Gos

 

 

 

3 Order Secure Cycle Compounds from our online catalogue.

Read about Cycle Storage Solutions.

Hi IITTT
rf

Page 2 of 2

 

   
    

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5

For further information or advice on any of our cycle storage products, please contact us and we will be happy to help!

http://www.esedirect.co.uk/cycle-compounds.asp

4/06/2008

Page 8

SiteMap Contact Us

 

Cycle Shelters
Chelsea Cycle Shelter
Thomas Grey Cycle

Shelter
Secure Compounds

Large Cycle Compounds

 

ng Shelters

isea

   

aiting Smoking

Crystal View Smok

 

Shelter

 

Canopies/ Walkways

Entrance Canopy
attice Style Canop

ar Park Shelters

School/Park Shelters

Tilly Teen Shelter
The Poppy Shi

 

er
Play Area Canopy
Parent Waiting Shelter
Bus Shelters
Bus Sheitars

Customer information

  

The Design Pr

 

 

ng a

Searet

 

| bike storage sheds will therefore be valued and used more frequently

CAD - Secure Cycle Compounds Page | of 1

Links

Home » Secure Compounds

The secure bike storage shelters illustrated below are based upon our
new Chelsea bike storage shelters. The secure bike sheds are
supplied with hinged gates and fitted with a hasp and staple so you
can supply your own padlock. The addition of gates to the secure bike
storage sheds will make them much more appealing to the cyclist. the

The bicycie storage sheds are available in a range of colours and
Claddings. For example the compound above has a powder coated
blue colour matched finish and a transparent cladding. We also
provide a full ground levelling service and concrete base if your
secure bike storage compounds need to be fitted onto uneven or | pe
loose soil. If you are unsure about finishes, claddings or concrete |

base. then please contact one of our experts who will assist you in
deciding the best options for you. With over ten years experience we
are in an excellent position to advise you on the best choices that

 

|: Xs

   

e Suitable for you

    

20 Bike shelter 40 Bike shelter 80 Bike shelter 100 Bike shelter

We have years of experience in supplying secure bike sheds and cycle shelters to schools and public areas and will work
professionally with the school or organisation to meet your highest standards and expectations. All of our secure bike storage
sheds comply with the full TUV UK QA standards. If you need bike sheds to be fitted during summer holidays or half term then
please order now and book your installation time in advance as the bike sheds are very popular and we cannot guarantee a
delivery time at short notice If you are unsure about an aspect of the secure bike storage unit then please contact us on 01704
896050 or contact us regarding your bike shelters using our contact us form

TUV

Secure Bike Storage Formations

Product Reference Overall Dimensions Capacity
Bike Storage for 10 4m x 2m 10 Cycies
Bike Storage for 20 6m x 4m 20 Cycies
Bike Storage for 30 6m x 6m 30 Cycles
Bike Storage for 40 8m x 6m 40 Cycles
Bike Storage for 60 12m x 6m 60 Cycles
Bike Storage for 80 16m x 6m 80 Cycles
Bike Storage for 100 20m x 6m 100 Cycies

learn more about our cycle shelters

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http://www.cadshelters.co.uk/bike-storage-and-cycle-shelters.html 4/06/2008

Page 9

APPENDIX B

Page 10

3/05/2008 11:54:49 AM

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