Skmbt_C280-12112109060 · RAP12/0068

 

SITENOTES

- All household sewage and waste to be discharged
to local authority sewerage mains,

- Surface water to be discharged by natural fall
of the ground and cut-off drains.

~ Site excavation shall be such that a 900mm wide
by 1:20 grade exists around perimeter of building.

~ Roof rainwater shall be discharged
via PVC stormwater pipes as shown
or as required by focal authority

- Spoon drains to be cut to toe of all batters

that fall toward dwelling to ensure ponding of
surface water does not occur on building platform.

NOTE: MAX 300 O.HANG INCLUDING EASCIA AND GUTTER ~ 9s

TOALL EXTERNAL WALLS,
F BARGE LINE -

 

  
   
 
    

OTE TO -
CAREFULLY PRIOR TO CONSTRUCTION

Reference levels shown on this plan
are indicative only, based on equal
cut? fill. Finished platiorm level may
vary at completion of site works,
depending on site conditions,

Ra
5000 LT IN-GROUND RAINWATER TANK
DISCHARGE MIN 100 SQ M OF ROOF AREA
TO RAINWATER TANK

WITH BALANCE OF ROOF AREA

AND TANK OVERFLOW TO FIELD GULLY PIT

         
   
     
 

  

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BAAS

      

COMMON PROPERTY

LOT 6

AREA 651 sqm

REGISTERED PLAN (GROUP TITLE No 107048 )
PARISH OF WEYBA

COUNTY OF MARCH

LOCAL AUTHORITY SUNSHINE COAST R.C.

Scale 1:200 - Lengths are in Metres. . SITE PLAN

Amendments Scale 1:200 | dobNo
12/27

 

 

   
    
 

    
   
     
  
  

  
    
    

   
   
   

Designer.

   
   
  
   
  
 
 

  

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