Updated Engineering Plans · MCU14/0067

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

Retaining wall
0.5m approx

 

Retaining wall
0.6m approx,

 

Retaining wall

0.7m approx

Retaining wall
0.9m approx

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Existing spot level (AHD)

Proposed Pavement Level (refer detail)

Key Joint

Saw Joint

Existing contours

600 x 600 internal dimension catchpit
with integrated gross pollutant
trap and high flow bypass (FOX BGPCT + FB)

 

600 x 600 internal dimension catchpit

NOTES

The location and depth of all services shall be
verified on site with service authority prior

to commencement of construction

Concrete driveway and parking areas shall
be constructed with 32 MPa concrete

For building set-out refer architectural drawings.

 

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SECTION Bl. hy CONTINUED DRAWING 1
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LEGEND
LEGEND 1 All dimensions and levels shall be verified on

 

REVISION LIST

 

site. Do not scale from drawing

ORIGINAL ISSUE 27/08/14,

 

 

5. Refer Hydraulic drawings for

 

sanitary drainage layouts

 

 

6. Compaction of material under concrete driveways and

 

parking areas shall be as follows

 

(i) 75 % Minimum Density for cohesionless material (AS 1289 E5.1}; and

 

(ii) 90 % Relative Dry Density (STD Comp.) for material other than (i)

 

 

 

 

 

 

 

[Fomputer Fle

140821CP.dwg

 

DRAWING NUMBER

14-0821-C2

‘SHEET