09/0363 - Response to Information Request - MCU Multiple Housing Type 2 [As Published] · 132009.363

Page 2

@ Page 2 September 22, 2009
item 5: Further plans are required which indicate that the building includes eaves 600mm in width
to at least 75% of the building.

Applicant’s Response to Item 5: Plan 0832/6 details roof overnang and eaves.

item 6: Please provide details as to the location of any proposed paths to the entry of the building.
Applicant’s Response to Item 6: Please refer to plan 0835/2 and 0835/7 detailing a pathway along the
southem boundary of the site.

ftem 7: Please demonstrate that all vehicle manoeuvring within the site is in accordance with
AS/NZS 2890. 1:2004 and does not require vehicles to encroach into proposed landscaped
areas. Please provide specific comment regarding compliance with section 5.4 of AS/NZS
2890, 1:2004.

Applicant’s Response to Item 7: Please refer to SCG Consulting Engineers plan number 19239-C2.

Item 8: Please provide additional detail on the grades of the access driveway. In this regard
please provide a longitudinal section extending from the centreline of the existing road
formation to each carspace. Council also has concems with the resulting crossfall grades
within the manoeuvring areas for each space.

Applicant’s Response to Item 8: Please refer to SCG Consulting Engineers plan number 18239-C2.

Item 9: Please indicate on the plans:
9.1 The proposed setback distance from the access to the existing power pole
9.2 The location and level of the adjoining access driveway.

Applicant’s Response to Item 9: Please refer to plan 0832/1.

tem 10: Please provide a preliminary stormwater disposal design for the development. The design
must include but not be limited to:
10.1. Roof water runoff including overfiow from tanks,
10.2 Surface runoff from the driveway and carparking areas, and
10.3. Surface runoff from the landscaped areas,
Applicant’s Response to Item 10: Please refer to SCG Consulting Engineers plan number 19239-C1.

Item 11: Please provide additional detail on the relationship between the proposed buildings and the
existing sewer manhole and sewer line adjacent to the southern boundary. The detail must
include levels and proposed setback distances.

Applicant's Response to Item 1: Please refer to plan 0832/1 which details the invert level and a setback of

1.5 metres.

Item 12: Please provide additional detail on the relationship between the proposed buildings and the

existing structures erected on the adjoining properties.
Applicant’s Response to Item 1: Plan 0832/12 provides a site layout of the development site in relation to
adjoining boundaries. As indicated on these plans a two storey dwelling is located to the north of the site.
The combination of the driveway of the development site and driveway to the north provides a good
separation between buildings. A single storied residence is located to the south of the site. The proposed
upper level decks and windows of the development will not directly overlook the windows of this adjoining
site.

ftem 13: Please provide comment from a suitably qualified engineer regarding proposed methods to
be undertaken on site to protect the existing structures erected on the adjoining properties.
Applicant’s Response to Item 1: The applicant is willing to accept a condition in this regard.

   

Page 3

® Page 3 September 22, 2009

The applicant company considers that it has now responded to Council's request for information. The
decision making period has therefore commenced and we request that your Council proceeds with its
assessment of the above application as soon as possible. Please contact our Sunshine Coast office if you
require any further information and/or clarification.

Yours faithfully

INE} oto

Nadine Gorton
Senior Planner
martoo consulting pty Itd

Enc: 4xA3 SCG Consulting Engineers plan no. 19239-C1 and C 2
4x A3 Agenti 0832/1, 2, 6 - 10 and 12

(cc:] Argenti Architects

1 Py OS.

Page 4

  

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GENERAL:

1, Do not scae trom this drawing.

2. All dimensions in millimetres

3, Setting out dimensions ore to be obtoined from the architectural
drawings.

4. Any discrepancies between these drawing and the architectural drawings
ore to be referred to the engineer immediately.

5, The builder is responsble for locating all existing services within ond
adpcent the allotment ond shall ensure thot all new works are in
cccordance with the attached critical depth tine diagram.

FOOTPATHS AND DRIVEWAYS:

1, Existing footpaths to be saw cut prior to removal

2 Crossings ore not designed for commercial vehides

3 Concrete driveway to be 125mm thk. excluding ony finished treatments,
eg, stomping

4. Concrete surfoce tolerance +5.0mm over 3.0m

5. Concrete N25 in cccordance with AS 1379 and AS 3600

6. Reinforcement fobric to AS 1304, placed central slob depth.

7. Expansion jpints to be 10mm wide wet tooled with every 2nd mesh wie
cut olong pint

B, One occess point permitted for each allotment,

9. For curved driveways, maximum grades apply to inside edge of curve
10. All services lo be located ond protected as required prior to work
commencing

 

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U14 PROJECT AVENUE, NOOSAVILLE QLD.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: SITE DRAINAGE.

 

Project 21 Attunga Heights
Noosa Heads.

 

Date: August 2003.

 

 

 

Drg No. 19239-C1 | Per

 

 

 

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CONSTRUCTION NOTES.

GENERAL:

1, Do not scale from this drawing.

2 Al dimensions in millimetres

3, Selting out dimensions are to be obloined from the orchitectural
cravings.

4. Any discrepancies between these drawing ond the architectural drawings
ore to be referred to the engineer immediately.

5. The builder ts responsible for locating all existing services within and
odjecent the allotment and shall ensure thot of new works are in
‘occordance with the attached critical depth line diagram.

FOOTPATHS AND DRIVEWAYS;

4. Existing footpaths to be sow cut prior to removal

2 Crossings ore nol designed for commerciol vehicles

3. Concrete drivewoy to be 125mm thk. excluding any finished treatments,
9, stamping

4, Concrete surfoce tolerance +5.0mm over 3.0m

5. Concrete R25 in accordance with AS 1379 and AS 3600

6, Reinforcement fabric to AS 1304, placed centro stab depth.

7. Expansion joints to be 10mm wide wet tooled with every 2nd mesh wire
cut along joint

8. One access point permitted for eoch allotment.

9, For curved driveways, maximum grades apply to inside edge of curve
10. AM services to be located ond protected a9 required prior to work
‘commencing

 

ssue: ISSUE FOR CONST.

 

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SCG several = ll = geoechnced &)

ABN 40 098 481 B99

 

U1/11 PROJECT AVENUE, NOOSAVILLE QLO.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: EARTHWORKS AND TURNING CIRCLES.

 

Project 21 Attunga Heights
Noosa Heads.

 

Date: August 2009. | Drg No. 19239-C2 | Fe. .

 

 

 

 

 

 

 

 

 

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INDICATES PROPOSED FINISHED SPOT
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EXISTING SURFACE SPOT LEVELS.

450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE.

CONSTRUCTION NOTES

GENERAL:

1. Do not scale from this drawing.

2. Ad dimensions in millimetres

3. Setting out dimensions are to be obtained from the archilectural
Gonings

4, Any discrepancies between these drowing and ihe architectural drawings
are to be referred lo the engineer immediately,

5. The builder is responsible for locating ail existing services within ond
adjacent the afotment and sholl ensure that oll new works are in.
ocordance with the attached critical depth line diagram,

FOOTPATHS AND DRIVEWAYS:

1. Existing footpaths to be saw cut prior to removal

2 Croseings are not designed for commercta) vehicles

3. Concrete driveway to be 125mm thk excluding ony finished Ueatments,
9 stomping

4. Concrete surfoce tolerance +5.0mm over 3.0m

§ Concrete N25 in accordance with AS 1379 and AS 3600

6, Relnforcement fabric to AS 1304, placed central slab depth.

7. Exponsion joints to be 10mm wide wet tooled with every 2nd mesh whe
‘out along pint,

A One access point permitted for each allotment.

9. For curved driveways, maximum grades apply 10 inside edge of curve
10. All services to be located and protected os required prior to work
‘commencing,

 

'ssue" ISSUE FOR CONST.

 

DEBUT

CONSULTING ENGINEERS
SCG structural - civil - geotechnical ©

ABN 40 098 481 699

 

Ui/11 PROJECT AVENUE, NOOSAVILLE OLD.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: EARTHWORKS AND TURNING CIRCLES.

 

Project 21 Atiunga Heights
Noosa Heads.

 

Date: August 2009. | Drg No. 19239-C2 | & —

 

 

 

 

 

 

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GENERAL:

1, Do not scale from this drowing.

2. All dimensions in millimetres

3, Setting out dimensions ore to be obtained from the architectural
drowings.

4, Any discrepancies between these drawing and the architectural drawings:
ae to be referred to the engineer Immediately.

5, The builder fs responsible for locoting al existing services within and
adjacent the allotment and shall ensure that all new works ore in
oecordance with the attoched critical depth line diagram.

FOOTPATHS AND DRIVEWAYS:

+, Existing footpaths to be sow cut prior to removal

2 Crossings are nol designed for commercial vehictes

3. Concrete driveway to be 125mm thk. excluding any finished treatments,
9. stamping

4. Concrete surface tolerance +5.0mm over 3.0m

5, Concrete N25 in cccordance with AS 1379 ond AS 3600

6. Reinforcement fabric to AS 1304, placed central slob depth

7. Expansion jpints to be 10mm wide wel tooted with every 2nd mesh wire
cut along pint.

8. One access point permitted for each allotment,

9, For curved drivewcys, maximum grodes opply to inside edge of curve
10. AD services to be locoted and protected os required prior lo work
commencing

 

 

Issue: IgSUE FOR CONST.

 

pDEBOID Ta

SOC Shear" del “sevechned

ABN 40 098 481 839

 

U1/11 PROJECT AVENUE, NOOSAVILLE QLD.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: SITE DRAINAGE.

 

 

Project 21 Attunga Heights
Noosa Heads.

 

Date; August 2009.

 

 

|

 

 

 

Drg No. 19239-C1 | &

 

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AMENDMENTS

PROPOSED DUPLEX *
21 ATTUNGA HEIGHTS:
NOOSA HEADS

QLD 4557

MUZZTRAG PTYLTD |;

AGENTI ARCHITECTS |
PTY LTD :
2720 NAIRANA REST,
NOOSA HEADS Q 4567:
PH: (07) 5447 2989 |
MOB: 0412379557

DATE: ocr gee
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AMENDMENTS

PROPOSED DUPLEX
21 ATTUNGA HEIGHTS.
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AGENT! ARCHITECTS
PTY LTD

2/20 NAIRANA REST
NOOSA HEADS Q 4567

PH: (07) 5447 2989
MOB: 0412 379 557

“DATE: OCT 2008
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PH: (07) 5447 2989
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AMENDMENT?

“PROPOSED DUPLEX ;
21 ATTUNGA HEIGHTS :
NOOSA HEADS

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AGENTI ARCHITECTS |
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MOB: 0412 379 557

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AMENDMENTS

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21 ATTUNGA HEIGHTS |
NOOSA HEADS .
QLD 4557

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AGENTI ARCHITECTS |
PTY LTO :

2/20 NAIRANA REST,
NOOSA HEADS Q 4567:

PH: (07) 5447 2989 |

MOB: 0412 378557 |
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Page 18

 

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B5- 8-2.
AMENDMENTS

PROPOSED DUPLEX
21 ATTUNGA HEIGHTS
NOOSA HEADS

' QLD 4557

MUZZTRAC PTY LTD

AGENTI ARCHITECTS
PTY LTO

2/20 NAIRANA REST
NOOSA HEADS Q 4567

PH: (07) 5447 2989
MOB: 0412 379 557

DATE: oct 2008
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Page 19

 

 

 

 

 

 

 

  
     

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PMENDEMENTS

PROPOSED DUPLEX
21 ATTUNGA HEIGHTS
NOOSA HEADS

QLD 4557

MUZZTRAC PTY LTD

AGENTI ARCHITECTS
PTY LTD

‘ 2/20 NAIRANA REST
NOOSA HEADS Q 4567

PH: (07) 5447 2989
MOB: 0412 379 557

‘ DATE: OCT 2008

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MOB: 0412379557 |
DATE: OCT2908__|
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