06/0174 - Approved Plans [As Published] · 142006.174.02

COPYRIGHT: These dravings and the design thereen are copyright and shall ect be used or
reproduced vitheut the written permission of Ted Neecs

CONSTRUCTION. These drawings she not be used fer construction until meted as issue A
‘For Construction’ on the Drawing Record. With subsequent revisions 8. C, etc.

      

DISTURBED AREA

POSTS DRIVEN

   
   

WIRE OR
STEEL MESH

GEOTEXTILE FABRIC, DIRECTION > y
BIDUM U34 OR SIMILAR.

  
  

GEOTEXTILE FILTER
FABRIC

a

RUNOFF FROM PAD
DIRECTED TO SEDIMENT TRAP.

ALTERNATIVE 2 >
200mm _

 

 

 
 
 
 
 
 
  
   
  
  
 
  
   
  
   
  
  

TEMPORARY CONSTRUCTION ENTRY / EXIT SEDIMENT FENCES PROPOSED VIEW CE
46 & 48 SEAVIEW .
SEDIMENT TRAP I TEMPORARY BARRIER OF A PERVIOUS MATERIAL (GEOTEXTILE) UseD {0 SUNSHINE BEACH
. USUALLY LOCA
THE CONTOUR AND NOT Ueuacey INTENDED 0 INTERCEPT CONCENTRATED for P. & L. RAFTER

FLOWS. CONTRIBUTING DRAINAGE AREA LIMITED TO 1 SEDIMENT FENCE PER
ha. OF TOTAL CATCHMENT. (REFER TYP. SECTION)

 

DRAWING TITLE

SEDIMENT CONTROL LEGEND

 

ems S Ferme S Fem SEDIMENT FENCE
FD
= FILTER DAM AND SEDIMENT WEIRS ASSOCIATED CONSULTANT
PS) INCLUDE TURF
— ~ 1. Shs at ase TD KERB Ar tw. JOHNBURGESSARCHITECTS
INTERVALS.

PO BOX 420 KINGS CROSS NSW 2011

T 02 9331 3321 F 02 9331 1173
[email protected]

 

 

  

EARTHWORKS NOTE:

SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE
BUILDING PLATFORM AND DRIVEWAY. THIS MATERIAL IS NOT SUITABLE
THE BUILDING PLATFORM AND DRIVEWAY IS TO BE THEN PROOFED
ROLLED AND ANY UNSUITABLE GROUND
IS TO B XCAVATED At MOVED _£
BE REPLACED WITH IMPORTED APPROVED FILL.
IMPORTED APPROVED FILL TO HAVE A MIN. CBR SPECIFICATION OF 15%
MAX. STONE SIZE OF 100mm , MAX. PLASTICITY INDEX OF 20% AND
MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO BE PLACED IN MAX.
200mm LAYERS AND COMPACTED TO AT LEAST 95% DRY DENSITY
RATIO A.S. 1289 1.1
ALL FILL COMPACTION IS TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER
TO A LEVEL 1 STANDARD AS SET OUT IN AS 3798-1990

  
 

  
  
 
 

1
lordet 500 24 by HP

TOD NOOSA

CONSULTING ENGINEERS
Structural — Civil

    

 
  
  
 
 
  
 
 
 
  
 

'
0 DEN DO

   
 

 

 
 
    
  

  
  

 

ABN. 63 095 135 991
20 Mary Street, Noosavilte
P.0. Box 233, Noosa Heads. 04567
Phone (07) 5449 9600 Fax (07) 5449 949%
EMait: todnoosa@bigpond net.au

Design Brawn Date
A. VENESS | DEC 2006
Checked Scale

Sheet No. | Appceee Satu

5

     
   
  
  
 

     
    
  
 

  
 

  

3

     

ti
C:\CURRENTJOBS\2006\06668\06668-C1.DWG, Model, 12/21/2006 $827:03 AM, Ant Veness, HP Desi