Preliminary Civil Plans · MCU13/0030

 

 

 

PROPOSED
ASPHALT
SURFACING

    
     
 

PLANTS AND 1:100
LONGITUDINAL GRADE

 

0.1m DEEP COARSE
SAND TRANSITION

0.2m MINIMUM DEEP 5—2mm
WASHED SCREENINGS &
SLOTTED RIGID SEEPAGE
PIPES & 0.5% MIN GRADE.

 

  
 

 

 

 

—| 0.60 wi 4

LN se SLOTTED RIGID SEEPAGE PIPE.

SURROUNDED WITH 100m LAYER OF
2-—5mm WASHED SCREENINGS.

BIORETENTION SWALE TYPICAL CROSS SECTION

 

SCALE N.T.S

 
   

 

  

NON WOVEN GEOTEXTILE
UNER TO WSUDO01

SECTION X=X

SCALE 1:50

RL105.71 |

  

 

 

 

22.)

23.

 

 

 

 

 

 

 

 

( Callaghan & Toth )

\ Civil, Environmental &

1 Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine Beach Rood
Phone 54749081, Fax 54749041
‘www.collaghanandtoth.com.ou

  

 

datum AHD DERIVED

Origin (BM) Fi *

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BIORETENTION BASIN 14

SCALE 1:100

 
     
     
    
   

PLAN

BIORETENTION LARGE
COARSE SEDIMENT

ON LEGS” MIN 100 GAP TO PIT. FOREBAY 200s
CONTRACTOR TO MEGAPOXY RIVER STONES OVER
» ML SONS. GEOTEXTILE

 

   

Tee

ee Sece.} base RL105.11

0.2m DEEP 5-—3mm SAND TRAN:
SCREENINGS & 1008 D SION

LAYER (1mm
SLOTTED RIGID PVC DIAMETER SAND)
SEEPAGE PIPE TO INLET OF

0/F PIT

\ ne wen eevee

CHANNEL OVER GEOTEXTILE

0.1m DEEP COARSE

  
  

 

LOT 102 on SP236318

Porish of TEWANTIN
County of MARCH

NOOSA SHIRE COUNCIL
Locality of COOROY

 

a
‘SCALE

 

0.05 10°15 2 2.5 5
scale SCME SHOWN IS ORIGIAL ORWNING SCE
0 MOT SCALE FROM THIS DRANG

1:100(A3) (ie Gay DMIGENS PROVEED
EO