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06/2361 - Response to information request issued 21/11/06 [As Published] · 132006.2361

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Council Reference: 2006/2361
Our Reference: 00663 L04 NG

19" December 2006

Chief Executive Officer
Noosa Shire Council
P.O. Box 141
Tewantin Qid 4565

 

  
    
   

  

RECE put |

2 1 DEC 2006

NCGSA !
SHIRE COUNCIL

  

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o
&

Attention: Planning and Development Department

Dear Sir/Madam

martoo

consulting o

town planners +
urban designers

RE: Application for Development Permit for Material Change of Use of Premises for

Multiple Housing Type 2 Duplex situated at 25 Grant Street, Noosa Heads

described as Lot 7 on RP 179879, Parish of Weyba

| refer to the above application and Councils information response issued 21* November 2006 and
wish to respond to the aspects raised as follows:

Land Use

1. Additional plans prepared by Bennett Architects are submitted that demonstrate site cover

calculations,

2. Additional plans prepared by Bennett Architects are submitted that demonstrate Landscaped

open space calculations.

3. Additional perspective sketches are provided that indicate the form-of the building proposed.
The applicant has not amended the plans as requested and seeks approval for a minor

intrusion into the 8 metre height limit prescribed by the Noosa Plan. The proposal is
considered to comply with Specific Outcomes of the Noosa Plan as detailed below:

O01 Buildings and other structures—

a) present a building height consistent with structures on adjoining and
Surrounding land;

The development it set down from the roadway and provides a single storey

presentation to the street, the development will be consistent with the surrounding area.

The area of intrusion will not be visible to the street. It is noted that there are no other

developments that have been approved on this side of Grant Street and therefore this is

the first development in the area. The area that exceeds the stipulated height

requirement is very minor and relates to the lower portion of the building adjacent to the

surrounding park area.

b) do not exceed a maximum building height of—

iii ...For any other zone— 2 storeys;
The proposal complies with the stipulated height requirements in terms of height in
storeys.

c) do not visually dominate the street or surrounding spaces;

The area of the intrusion is relatively minor and is located at the rear of the site which
adjoins an area of public open space. The development presents a singe storey to the
street. Due to the sloping roof form and the open design of the rear of the building the
building will not impose on the rear open space area. The building is well articulated

SUNSHINE COAST OFFICE GYMPIE OFFICE
1/199 GYMPIE TERRACE, NOOSAVILLE | PO BOX 1684 NOOSA HEADS Q 4567 1/28 REEF STREET GYMPIE | PO BOX 391 GYMPIE Q 4570
TELEPHONE | 0754555425 FACSIMILE | 07 54555725 TELEPHONE | 0754827440 FACSIMILE 1 07 5482 4952

[email protected]

[email protected]
Full text of the other 15 pages

Page 2

@ Page 2

and well setback from the side boundaries where the area of the building exceeds the
stipulated height. Significant landscaping is able to be provided on the southern
boundary to further screen the portion of the building that exceeds height.

The applicant also notes that the matter of height was discussed in a prelodgement
meeting where Council staff indicated that they considered a height relaxation may be
warranted.

d) preserve the amenity of surrounding land;

The proposed encroachment will not be visible from the surrounding areas due to the
slope of the site and the design of the building. The infringement is minor and will not
affect the amenity of the adjoining public spaces or adjoining residential sites.

e) respect the scale of surrounding vegetation;
The height of the building will be of a similar level to the surrounding vegetation.

f) respond to the topography of the site by minimising cut and fill (eg. stepping
down the site or using a suspended pole construction);

The design of the building minimises the need to cut and fill on the site through the

suspended slab construction. The applicant considered and discussed a number of

different options of developing the site with Council staff. These options included:

« the provision of carparking underneath the building and the construction of a
suspended driveway along the side boundary;

* carparking on the roof of the units;

« carparking located perpendicular to the road.

These options were not considered appropriate due to the impact of a suspended
driveway and manoeuvring areas on the amenity of the area.

The current design has carefully considered the constraints of the site in terms of the
steep fall away from the street. Due to the construction of Grant Street there is a short
distance of 1.8 metres from the kerb to the front boundary of the site whereas the
normal distance is at least 3.6 metres. This reduced area severely restricts the ability to
provide a driveway down the side of the site whilst maintaining required grades.

g) maintain a mature vegetated skyline.

Due to the location of the existing vegetation in the middle of the site, there is limited
opportunity to retain these trees. The applicant is willing to landscape the setback areas
to further screen the development.

4. Amended plans and elevations are provided that indicate the roof form proposed. It is noted
that the northern elevation to the roof provides extended glass openings to enable a
transparent presentation to the north and maximizing the northem orientation of the site. This
transparent elevation enables views to the ceiling and thus creates a sculptural element to the

 

building.
5. A comparison of the proposal against Outcome 36 of the Semi-attached housing zone is
detailed below:
elem Color es Tes Lele
Specific Outcomes Probable solutions (if ete Tey a)
code assessable)
Buit form
Streetscape character
036 Buildings and other structures— $36.1 The main entrance of the | Complies - defined entrance to
a) contribute positively to the building faces and is recognisable | the units provided along northem
streetscape character by from the street side boundary.

 

 

 

 

addressing the street and adding _| AND

 

Page 3

@ Page 4

With regard to the roof line and the requirement to provide variation it is noted that the main
portion of building is located down the slope of the site and not visible from the Grant Street
frontage. As such the roof line is not visible to the street. The applicant indicates that a sweeping
roof form is proposed that appropriately reflects the contours of the site.

Further that due to the configuration of the units that is one per each floor and on top of each
other, a variation in the roof line will not further define the individual units.

As indicated previously the northern elevation of the building under the roof line is transparent and
provides variation and interest to the roof and northern fagade.

Overall the roof line will not be visible and there is sufficient visual interest in the building by means
of decks and materials to define and add to the amenity of the area.

The proposal is considered to comply with the specific outcome as follows:

a) contribute positively to the streetscape character by addressing the street and adding
visual interest through stepping the front fagade;

As indicated previously the building has been designed with reference to the topographical

constraints that being the slope and the width of the footpath. As demonstrated by the

additional perspective sketches provided only a minor portion of the building is visible to the

street and there is the ability for landscaping to be provided across the frontage of the site.

b) have a bulk and architectural scale that does not dominate the streetscape or detract
from the visual amenity of adjoining properties;
As above.

°) present as a small building of a domestic scale within a landscaped setting;

The proposal complies with the required scheme provisions with regard to site cover and
gross floor area. The building has a residential character that is consistent with development
that has occurred in the area.

d) present well articulated fagades where garages or carports are not the dominant
visual element when viewed from the street; and
As indicated previously the applicant considered a number of different options with regard to
the location of carparking. The previous options were not considered acceptable by Council
staff and the present design has been developed as a result of these initial discussions with
staff. The garages are located at the front of the site however due to the slope there is no real
alternative location on site given the topography, slope, orientation, depth and area of the
site. The garages have been integrated into the design of the building through the use of the
same roof form and similar materials.

As above

Amended plans are submitted that provide a reduction in the height of the northern fence.

The applicant proposes a stone feature wall adjacent to the front garages. The proposal
complies with the specific outcome as detailed below:

OND

Page 4

@ Page 5

 

 

 

 

 

 

Front fences and walls
039 Front fences and walls are $39.1 Front fences or walls are— A screen feature wall is provided to the
designed and sited to— @) not forward of the front plane of front of the site for privacy and visual
7 Beetle |) ee any | egies brain any
attract Ness of ine si ith? requit r si fal retaining in
by be compatve with the | ©) more than 900mm high; or | ee on with the carparking areas at
existing streetscape ¢) no more than 1.2m high and of the front of the site.
character: open construction (ie. at east
©) _ relate to the architectural OR 50% transparend); The screen wall is an attractive feature
period of the building; . to the street and is a well designed
d) avoid interference with the eae For praises with frontage to tne solution to the slope of the site enabling
moverentofsurece | Ta are no more fen 1am height | ndsoanng tobe proved
e) _ allow for casual and are articulated so that a minimum | The screen wail is generally located in
surveillance from the street | ‘otal of 2nr° ot planting area is proviied fine with the plane of the front garages
or where premises adein peer bow nce and the front and és consistent with the probable
part of the major roa nary. solution.
network, mitigate traffic
noise;
f) provide for planting in front
of high solid fences and
wails; and
9) ensure planting between
the front fence and the
footpath does not create an
impediment for pedestrians
using the footpath.
9. Probable Solution 37.1 of the Semi Attached housing zone indicates that garages are to be

setback 6.0 metres, adopt a roof form and building style similar to the building and present a
minimum width to the street. The Residential Uses code however requires that garages are to
be stepped back 600mm from each other. This requirement is considered excessive,
inappropriate and redundant in enabling development to achieve an appropriate development
form.

It is noted that if a development provides a double garage then there would be no requirement
for the stepping of garages, however when two individual garages are proposed for
architectural and aesthetic reasons then they are to be stepped back from each other. The
requirement increases the expanse of paved area and further comprises site cover.

As previously indicated the site is constrained by means of slope and area and the stepping of
the garages will further force the building down the slope and require additional cut and fill.

The relocation of the garages would severely compromise the design of the building which has
been designed to maximise the assets of the site. The applicant has carefully designed the
units such that living areas and outdoor decks are orientated towards the north. The design of
the units

The garage is integrated into the building through the continuation of the roof line and use of
similar building materials.

10. As above

Land Development

11. The site is to drain to the stormwater connection located at the rear of the site. Stormwater

design aspects can be addressed and considered as part of further operational works
applications.

12. The applicant has provided additional information on the specifications of the turntable.
13. Additional plans are provided indicating tuming manoeuvres for vehicles on site if the turn table

is not operable. As indicated by these plans vehicles are able to leave the site in a forward
direction with a four point turn.

Page 5

@ Page 6
Please find enclosed:

«  4copies of Bennett Architects Plans DA 01- 02 B, DA 03-07A.
* 1 copy of vehicle tumtables specifications and promotional brochure.

This completes our response to the information request. Would you please commence with processing
of the application and if you have any queries in relation to the application please contact our Noosa
office.

Yours faithfully

NC a hor

Nadine Gorton
Senior Planner
Martoo Consulting pty. Itd.

Page 6

 
      
  
    
     

Minumum 900
clearance

VENICLE TURNTADLES
cone: FLECTHOOD

Electrical outlet
adjacent to motor

 

  

Minumum 906
_ clearance
2 +

e SPECIFICATIONS FOR THE
| INSTALLATION OF A
VEHICLE TURNTABLE

TURNTABLE SUPPORT SLAB REQUIREMENTS:

 

 

The turntable supporting slab, to be provided by others, 2. The turntable, including the stationary edge
shall including the fotlowing, as detailed: protection angle, drive motor cover, and
controls are supplied, installed and secured in
1. Capacity to support the turntable loadings as position by vehicle turntables.
detailed. 3. The infill concrete to encase the turntable
2. A turntable recess 135mm deep at the turntable edge angle is poured by others, with all
edge with additional falls to the motor pit. reinforcement requirements to the client’s |
The recess shall be oversized beyond the turntable engineering specification. e@ @
perimeter by 290mm minimum all round. The .
recess shape need not be round if preferred. TURNTABLE LOADINGS: 1

Design loadings to be applied to supporting slabs. i

3. Am i includi drainage
otor pit 250mm deep including a nag (Slab design by the client’s structural engineer).

outlet. A three phase power supply and isolation
switch shall be provided to the turntable control . !
location, preferably on a wall face within 5000mm Total Turntable Loan ‘ \
of the turntable. A 25mm diameter conduit and Total turntable self weight: 12.2kN ‘

draw wire shall be provided between the control Maximum applied live load 48.0kN .
location and the motor pit. (including impact allowance)

1 May 1998
The motor pit should be located in an area of low Central Bearing:
traffic movement. Where turntables are to be Turntable self weight: 4.0kN
installed out of tevel the motor pit shal! be located Maximum applied live toad: 24.8kN

on the low side.

Perimeter support:

 

INSTALLATION PROCEDU RE: . Turntable self weight: 8.2kN i The information and drawings contained within this leaflet are copyright and may not be used without
1. The supporting slab, with recesses as detailed shall (uniformly distributed to perimeter) i the prior written consent of Vehicle Turntables

be provided by others, including power supply and Maximum applied live load: 15.0kN :

conduit to the motor pit. to a perimeter support roller ‘

69 Melbourne Street, Riverstone NSW 2765 * PO Box 141 Kellyville NSW 2155

Ive equally spaced t roll
(twelve equally spaced support rollers) Telephone 1800 689 890

NOTE: Concreters should contact Vehicle Turntables prior to commencing work as an aid to good coordination

 

Page 7

49@@ DIAMETER
TURNTABLE.

 

 

PERIMETER SUPPORT.
ROLLERS.

  
 
 
  

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& MAXIMUM CENTRES.

3@ CROSS FALL
IN RECESS
FOR DRAINAGE

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‘y+ MASONRY ANCHORS
wt , » BY VEHICLE TURNTABLES.
Be ale ‘

‘ ‘

STRUCTURAL SLAB AND REINFORCEMENT
ALL BY OTHERS AND TO THE CLIENT'S
ENGINEERING SPECIFICATION.

DETAIL Ilo

2564 TO ¢ OF TURNTABLE

100 230

(x@QOQ) MINIMUM

 

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S es : .
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ae LR ORaInace OUTLET,

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5 WIRE SUPPLY

3 PHASE POWER AND .
ISOLATION SWITCH . ,
BY OTHERS. TURNTABLE CONTROLS

BY "VEHICLE TURNTABLES”.

25 DIAMETER CONDUIT AND
DRAW WIRE BY OTHERS TO
MOTOR PIT.

TURNTABLE
CONTROLS 120

 

 

 

Page 8

 

   

Our unique two-year

  

full guarantee covers
all moving parts in
addition to structure

and workmanship

VWICLE TUDNTENBLES
Engineered Bs FLEETWOOD

Freecall Australia-wide: 1800 689 890
Tel: (02) 9838 1538 Fax: (02) 9838 1566
71-73 Melbourne St, Riverstone NSW 2765
PO Box 131, Riverstone NSW 2765

 

 
    

Australian service & quality guarantee

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Highly trained, locally-based technicians ensure that
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our full two-year guarantee on all parts, structure and
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Freecall 1800 689 890 for a personal quotation or
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Backed by Australian engineering excellence

Fleetwood Engineering Pty Ltd is the parent company
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specialises in the design, fabrication, supply and
installation of turntables, bridges, wharves, jetties,
boardwalks, roadside sound barriers, handrailing,
balustrading and engineered community structures

That's Australian engineering excellence you can rely on.

YOWICLE TORTTABL

mares FLEETWOOD

["

c

Maximise property potential
with the ultimate space solution

TM

a

Page 9

 

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e utilising small or difficult to access

e creating extra parking spaces

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Our turntables are virtually silent when in use. When not
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of locatior

    

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COVER IMAGE: A Vehicle Turntable systerr

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Selection of sizes & the freedom to custom finish

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RE
4.0m diameter

 

COMMERCIAL

 

 

IMMERCIA NDUSTF existing paving or complement

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your turntable requirements

Page 10

 

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RAST LED FOR EVELOPMENT APPROWAL

  

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