Attachment C - Architectural Plans (Pages 26-30) · MCU22/0171

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C client sign-off: date: rev | date _| issued | details Sketch Design )

 

 

 

 

 

 

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HH

 

view from Gympie Tce (existing conditions) view from Gympie Tce (proposed conditions)

 

 
    

poregian beach, gid S73 Noosa River Houses Scale Ud
128 Gympie Terrace, Noosaville Michael Cullen 202 AH Dwelling Comparison SD 4.3

 

 

www. sparksarchitects.com,

sparks architects

 

aid architect's egitation No oo project client job no. drawn drawing dwg no.

 

 

 

 

 

 

 

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C client sign-off: date: rev | __date __| issued | details Sketch Design )

 

 

 

 

 

 

 

      
     
 

- neighbouring property to subject site - high degree of site coverage
= 2x units - high degree of architectural articulation
- 2x double garage street frontage - heavy bulk close to front boundary

- heavy bulk - semi-transparent balustrade / screens

 
 

- enclosed front balcony to sides and top

 
     
 
  
 

- high degree of site coverage
- high degree of architectural articulation
- heavy bulk close to front boundaries

- high degree of site coverage
- enclosed balcony

- lack of architectural articulation
- enclosed balcony

- heavy bulk

 
     
   
    

 

a: shop 5, 212 david low way, peregian beach, qld 4573

 
    

Noosa River Houses Scale

 

 

 

sparks architects smssparksareniigcs.com 128 Gympie Terrace, Noosaville Michael Cullen 202 AH Streetscape Analysis SD 4.4
Gu architects repiation No ou a project client job no. drawn drawing dwg no.

 

 

 

 

 

 

 

Page 4

 

C client sign-off: date:

rev date issued | details

 

 

 

 

 

Sketch Design )

 

 

 

h

x

 

/ eg
eRe LN
white window hoods/eaves

 

 

 

white weatherboard-like cladding to first floor

  

off-form concrete walls, fences and pool shells

  

sparks architects

   

 

 

 

semi-transparent balustrades, gates and screens

ah
-

 

soft grey render to ground floor exterior walls

 

earthy hard lanscaping

 

sun shades on high-tension cables & steel columns

    

NE

timber decking surrounding pools

 

lush vegetation with native flora

 

 

 

 

peregian beach, qid 4575 Noosa River Houses nnn
smn sparksarchiiecis com 128 Gympie Terrace, Noosaville Michael Cullen 202 AH Indicative materials and details SD 4.5
sparks architects ply. td. abn 89 124 611 721 ;
aid architect's registration No. 9974 client jobno. | drawn dwg no.

 

 

 

 

 

 

 

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( client sign-off: date:

XX

date

issued

details

 

 

 

 

 

 

Sketch Design )

 

FLOW DEFENCE - Flow Water Barrier - Concealed
and Self Closing

NOTE: This is an extract from www.flowdefence.com.au

Flow Defence concealed and self closing Flood Water Barrier systems avoid conflicts with existing
underground services. The system is a completely self contained unit. The entire flood water barrier can
be installed within the property boundary and does not require additional service pits to operate.

Unlike other systems on the market, debris does not need to be removed after activation in order to lower
the barrier. A unique patented design ensures the barrier does not need to be removed in order to access
the underground chamber.

The concealed and self closing flood water barrier system does not require electricity to operate. It is
fully activated by rising flood water being captured within the interception chamber.

The chamber has removable grates with 25mm spacing’s. This prevents any large debris from entering
the chamber and also allows access into the chamber for routine maintenance.

Asubmersible pump is located inside the chamber to lower the barrier after a flood event. The barrier
will only raise when more water enters the chamber then can be pumped out.

A sump below the barrier can store any particles that sink to the bottom of the chamber. These particles
can be removed with a vacuum truck during standard maintenance or after the barrier has been
activated if necessary.

The sealing mechanism is mounted to the barrier and cannot be tampered with while the barrier is
retracted below ground level.

The seal on the barrier is mounted in such a way that it is always above the water level within the
chamber. This way when it raises into position the seal will not be prevented from compressing by
floating debris.

The barrier has been designed to have additional buoyancy in case a tree branch or other such object

falls over the top of the barrier during a storm before it activates. This additional buoyancy is dependent
on the barrier size but it equates to about 200kg of lifting force.

Features

Applications: Domestic, commercial and industrial access points including but not limited to driveways,
basement carpark ramps, doorways, walkways, stairwells, lift shafts and gateway openings.

Installation: Hidden below ground level, the small surface area is independent of the flood water barrier
height. The design is a self contained unit eliminating the need for deep trenching and remote service pits.

Operation (activate): Concealed and self closing, flood water is intercepted by surface grates and

collected in an underground chamber, as the chamber fills with water a buoyant barrier raises to the surface.

Operation (deactivate): The chamber does not free drain to the stormwater network, this is to prevent
surcharging which could raise the flood door earlier than necessary.

Maintenance: A submersible pump is used to drain water out of the chamber and can be accessed from
ground level without removing the flood water barrier.

is

cine

SSS

Proposed driveway / basement ramp entry with barrier down

‘stage 01 - flood water fills strip drain

stage 02 - water fills and bouyant barrier activates

stage 03 - bouyant barrier rises

 

 

stage 04

- flood water is unable to enter basement

 

Noosa River Houses

Scale

 

 

c

{ sparks architects

 

128 Gympie Terrace, Noosaville

Michael Cullen

202

AH

Proposed Flood Water Barrier

 

‘abn 89 124 611 721
n.No. 3974

  

 

sparks archite
qld architect

 

project

 

client

 

job no.

 

drawn

drawing