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08/1070 - Response to Information Request [As Published] · 132008.1070

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T 07 5455 4577
F: 07 5455 4677
M: 0402 814 428
E: [email protected]

 

16 July 08

Sunshine Coast Regional Council
Tewantin Office

Po Box 141

Tewantin

QLD 4565

Attention: Mr Denis Wallace

Your ref: 2008/1070 REQUEST FOR INFORMATION
We refer to your letter of 10 July 2008.
EARTHWORKS

1. The minor filling and fencing of the side and street boundary will be undertaken in
accordance with the Council’s PSP5 Design Standard. All site stormwater will in
general be contained on site and the adjoining lots should not be effected by run off
from this site. The attached drawing indicates numerous external drainage pits to
collect site stormwater. In general these will be connected to either the street
stormwater and/or the site rainwater storage system.

The structural engineer, GEO Consulting, has advised that compacted fill will not be
required on site.

The amount of fill on site is relatively minimal, as most of the home is on level or
slightly lower than existing levels. A maximum of approximately 400mm will be
required in the extreme edges of the building area grading back to nothing on the
western side. This equates to approximately 75m3 of fill under the building area.

STORMWATER

1. Refer attached drawing ( A2 size) indicating proposed finished site levels. In general
these were indicated on the original drawings but as these were required at A3 size
they may have been difficult to view.

2. Awater tank in accordance with Council policy will be installed on site (Refer above
drawing.)

We hope this clarifies your request for information and look forward to approval in due
course.

Yours sincerely,

Peter Hull

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feC> RCD 447 MICO COSAS ttt Atos co AAD GT?
Full text of the other 1 page

Page 2

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fence to step from 2m high 3m in from rear boundary
9.5 [ dawn to 1.2mhigh at rear bdy in 3 equal steps ,

 

 

 

 

 

 

 

    

 

  

 

 

 

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g00_,. fence to step from 2m high 3m
Ys down to 1.2mhigh at rear bdy i
DATA HEDU _ ee
95 housing - 100 thk hebel
& Site Area 19272 2m max height above ground level new AEN
— Site cover allowed 50% or 563.5m2 actual 551.9m2 or 49.0% Springs By Laws requirement >
Plot ratio aliowed 50% or 563.5m2 actual 474.4m2 of 42.1% & & &
1
Main building 416.60m2
Garage 47.58m2
Cart 40.20m2 ,__1m___|
Covered terraces 51,80m2
Entry Porch 16.70m2
Open Terraces. 73,60m2

Site Levels
1:150

Dae

 

16 July 2008

PROPOSED SITE LEVELS

Peter Hull Architect Pty Ltd a
P O Box 407 Noosa Heads NELSON RESIDENCE
Queensland 4567 LOT 532 THE RIDGE 0803 DO1A
NOOSA SPRINGS

T: O7 S455 4877 F. 07 SASS 4677
E: [email protected]
ARN: 101 922 570

 

 

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