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

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SPRAYED RC FACING TO

EXCAVATED FACE REFER TO £
axa & g 7 KO DETAIL 2 “Bp
a BS

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GPNCRETE DRIVEWAY &

 

   

 

 

 

 

(UNE OF UPPER FL

 

 

 

 

62.08

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‘SPRAYED RC FACING 10
EXCAVATED FACE REFER TO

SITE PLAN PETAL

(Seale 1:100}

 

     
 

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DRIVEWAY CROSS OVER DETAILS
TO BE IN ACCORDANCE WITH
‘SUNSHINE COAST REGKONAL
COUNCIL'S STD DRAWANGS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Refer
. ig RL 60.00 Cream Dold Above
Grated
ial LONG SECTION

 

49.007

 

        

SATURATE GROUND ADJACENT
EXCAVATION FOR A MINIMUM OF
24 HOURS PRIOR TO WORKS
COMMENCING. |

|

Revision |Description ; Date

 

 

 

 

 

 

 

SPRAYED 25MPa

1 CONCRETE FACING
SL72 MESH MIDDLE

TYPICAL SECTION. ~ SPRAYED CONCRETE FACED EMBANKMENT

 

|
[
|
|

|
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LEGEND

~ INDICATES EXISTING SURFACE

CONTOUR AND LENEL TO AKD.

INDICATES PROPOSED FINISHED SPOT
SURFACE LEVELS'TO AHD.

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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