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09/0363 - Response to Information Request [As Published] · 132009.363
16 October 2009 SCG Ref: 19239(L1) coed . ros oer ara . Agenti Architects 2/20 Nairana Rest Noosa Heads Q 4567 Dear Sirs Re: 21 Attunga Heights, Noosa Heads We refer to councils’ recent information request dated 7 October 2009 and comment as follows. The vehicle sweep paths indicated on our drawing 19239-C2 clearly indicate adequate movement in and out of the garages. The exact position of the garage doors albeit not shown on our plan will still allow for the vehicle movements to occur. The dark line indicating the centre dividing wall on our plan is depicting the upper floor extent of the wall and as such will not encroach onto the driveway as shown on our plan. Regardless of these points we have amended our drawing 19239-C2 and enclose copies for councils approval. We have included a longitudinal section of the driveway on the enclosed revised drawing. We have also included some proposed spot surface levels along the length of the driveway in particular along its northern edge adjacent the northern boundary. The excavated slope adjacent this boundary will be in the order of 45° which we are satisfied with. The proposed driveway profile will clearly drain to the nominated grated pit at the end of the driveway towards the rear of the property. From our driveway centre line it can be seen that the proposed surface level at the boundary line will be in the order of 62.3m which is approximately 450mm below existing surface levels as indicated by the contours. The crossfall across the driveway will be marginal, therefore reducing the depth of cut required along the northern alignment of the driveway to less than 300mm. Finally, the alignment of the outlet drains from the proposed water tanks are indicative in where they connect f\the kerb and channel. There is an additional 750mm of fall if required, to the northern side of fhe/ proposed driveway alignment. The detailed stormwater design will be included in the buildingjapplication stage. Yours, SEAN SHARP-RICHARDSON — RPEQ 5835 For and on behalf of SCG CONSULTING ENGINEERS Enc Pp 075455 5604 f 075455 5696 e [email protected] Ww scg-engineers.com po box 1661 noosa heads qld 4567 1/11 project ave noosaville qld 4566 Debuild Pty Ltd Trading as STRUCTURAL * CIVIL «GEOTECHNICAL ABN 40 098 481 899
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‘ Revision | Description Date
DRAWING SIZE — A2 A Oriveway long section and levels included. 16.10.09
~
SPRAYED RC FACING TO
Ko EXCAVATED FACE REFER 10
25.468, .
ORIVEWAY CROSS OVER DETALS
TO 8€ BY ACCORDANCE WITH
SUNSHINE COAST REGIONAL
COUNCH'S STD DRAWINGS.
SPRAYED 25MPa
: CONCRETE FACING
SL72 MESH MIDDLE
SATURATE GROUND ADJACENT
EXCAVATION] FOR A MINIMUM OF
24 HOURS PRIOR TO WORKS
COMMENCING,
29 OCT 2069
SCRC - Tewantin
Front Counter
LEGEND
CONSTRUCTION NOTES:
_.-:77 INDICATES EXISTING SURFACE GENERAL:
48° CONTOUR AND ‘LEVEL TO AHD. |, Do not scale from this drawing,
2. All dimensions in millimetres
| 3 Setting out dmensions are to be obtained fram the architectural
crowings.
om srelrealw oa SPOTS cin en vind tn ep
SPRAYED RC FACING TO are to be referred to the engineer immediately.
EXCAVATED FACE REFER 10 KS 5. The builder is responsible for locating all existing services within and
SITE PLAN DETAIL ~ EXISTING sunset SPOT LEVELS. adjocent the afiotment and shail ensure thot ali new works ore in
accordance with Une attached critical depth ine diagram,
(Scale 1:100) FOOTPATHS AND DRIVEWAYS:
: = 450Sq GRATED FIELD INLETS, \ aes ee sant von prior ror femon
ngs ore not desi commercial vehicles
PRE-CAST CONCRETE. 3 Concrete drivenay to be 125mm thk. excuding any finkshed treatments,
9. stamping
{ 4. Concrete surtoce tolerance +5.0mm over 3.0m
5. Concrete N25 In occordance with AS 1379 ond AS 3600
4 8, Reinforcement fabric to AS 1304, placed central slob depth,
. 7, Expansion pints to be 10mm wide wet tooled with every 2nd mesh wire
ext glong joint.
8. One access point permitted for each alotment.
9, For curved drivewoys, maximum grades apply to inside edge of cure
‘ed 08
60.60
60.70
61.20
61.69
6218
62.2
6233
6225
DESO
10. All services to be locoted and protected os required priot to work
commencing
247
29
16.8
12.4
80
60
4.0
00
TNE
'ssue: ISSUE FOR CONST.
CLEROT
CONSULTING « ENGINEERS
SCG siveelural - civil - geotechnical
ABN 40 098 481 899
P
Kerb_ Line Nominal
eee Te . U1/11 PROJECT AVENUE, NOOSAVILLE QLD.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 | & A
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