07/1993 - Approved Plans [As Published] · 142007.1993

    

GENERAL:
1. Do not scale from this drawing,

2. Ai dimensions in milimetres

3. Setting out dimensions ore to be obtained from the orchitectura drawings.

4. Any discrepancies between these drawing and the architectural drawings ore to
be referred to the engineer immediately.
20-40mm AGGREGATE 5. The builder is responsible for locating ail existing services within ond adjacent
HARD STAND OVERLAY the allotment and shall ensure that all new works are in accordance with the

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FOOTPATHS AND DRIVEWAYS:
1. Existing footpaths to be sow cut prior to removal
CREATE BUNDING IN 2. Crossings are not designed for commercial vehicles
TEMPORARY HARDSTAND 3. Concrele driveway to be 125mm thk. excluding ony finished treatmenis, eg.

  
 
   
   

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surface tolerance +5.0mm over 3.0m

N25 in accordance with AS 1379 ond AS 3600

inforcement fabric to AS 1304, placed central sob depth.

7, Expansion joints to be 10mm wide wet tooled with every 2nd mesh wire cut
diong jon.

8. For curved driveways, maximum grades apply to inside edge of curve

9. All services to be located ond protected as required prior to work commencing
FILLING NOTES:

~The site is to be scraped clear of all organic materia! ond debris.

~ The subgrade is to be proof rolled with a vibrating steel drum roller to achieve
@ minimum relotive field density of 95% The compaction is to be sufficient to
achieve ¢ blow count of 7 blows per 300mm with on approved Perth Sond
Penetrometer for a depth of 1.0m below excavated level. Copies of compaction
test results shall be presented to SCG Consulting Engineers for approval.

— Upon the written approval of the subgrade preperations by SCG Consulting

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GRANT STREET

    
 

the ollotment is to be filed to the specified levels.

~ The fil materiel dean granular material (Le. sand to a clayey sand in
accordonce with ASI726) be free of any organic material and have a clay
content of fess than 12% (Plasticity index less thon 25% Linear shrinkage of
15%). The proposed material is to be inspected by SCG Consulting Engineers prior
to its removal to ensure fis compatability.

— The fil is to be ploced ond compacted in accordance with AS3798-1996 to o
level sufficient to achieve a Level 1 certification with o minimum relative feld
density of 95% Copies of compaction test results shall be presented to SCG
Consulting Engineers for opprovol.

~ Filing and compacting adjacent exisiting structures is to be in strict
accordance with the associated details ond specifcations.

— Areas where existing structures or frees ore removed shall be bockfiled with
the approved fill materiel compacted in accordance with AS2870-1996 to achieve
@ minimum relative field density of 95%

~ Any loose or soft materiat uncovered in the site preparation shall be removed
and replaced with the opproved fit’ material compacted in accordance with
4S2870-1996 to achieve a minimum relative field density of 95%

— Site droinoge ond sit protection measures must be istolled prior to

 
 

 

 
 

 

  
     
    
 

 

    

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ALONG TE LONEST BOUNDARY AND RERIWED UP Spt es,
Savane STE PAN ne nme
MORCED ves TE mea) NO CIRCUMSTANCES MAY
Fac ws uM Pace SGN RT FSD SPACTICATIONS BE DEPLATED FROM ge CONSULTING ENGINEERS S)
MO DRVOMKE MEASURES, ARE WESTALED WAITTEH APPROVAL of the MANAGER LAND DEV structural - civil - geotechnical <

  

ABN 40 096 481 899

18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544 Fax (07) 5447 2634

Title: Operational Works Plan
Project Lot 9 & 10 Grant Street

   
   
   
  

PLANS APPROVED

LEGEND oat... 8. 12 eZ

_--77 INDICATES EXISTING SURFACE -
49.00 CONTOUR AND LEVEL TO AHD. Sansa ES

 

  
  
  
  
 

   

~—“L_ SILT RETENTION FENCE 10 DETAIL Noosaville QLD 4566

"| Date: Sept 2007 Drg No.17320-OWP-1
TALL/Z007 10:10:34 AM, 1:4.980279