07/1992 - Approved Plans [As Published] · 142007.1992

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ined from the architectural drawings.
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existing services within and adjacent
works ore in accordance with the

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folerance +5.0mm over 3.0m
N25 in accordance with AS 1379 and AS 3600
ent fabric to AS 1304, ploced central slab depth.
jon joints to be 10mm wide wet tooled with every 2nd mesh wire cut

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driveways, maximum grades apply to inside edge of curve
services to be located and protected os required prior to work commencing

 

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0 minimum relative field density of 95% The compaction is to be sufficient to
SEAT oN RSTAND achieve o blow count of 7 blows per 300mm with on approved Perth Sand
Penetrometer for o depth of 1.0m below excavated level. Copies of compaction
SUT FENCE. test results sho be presented to SCG Consulting Engineers for approval.
— Upon the written approval of the subgrade preperations by SOG Consulting
Engineers
20-A0mm AGGREGATE the allotment is to be filed to the specified levels.
FOR DRIVE WAYS DURING = The fil materidl clean granular materiol (Le. sand to a clayey sand in
CONSTRUCTION. accordance with AS1726) be free of ony orgonic material and have a clay
content of less than 12% (Plasticity index less thon 25%, Linear shrinkage of
18%). The proposed material is to be inspected by SCG Consulting Engineers prior
to its removd to ensure its compatability.
— The fil is to be ploced ond compacted in accordance with AS3798-1996 to o
level sufficient to ochieve a Level 1 certification with a minimum relative field
density of 95% Copies of compaction test results shall be presented to SCG
Consulting Engineers for approval.
— Fifing and compacting odjacent exisiting structures Is to be in strict
accordance with the associated detois ond specifcations.

 

 

RP BOUNDARY

 

{i materil compacted in occordance with AS2870-1996 to achieve
a minimum relative field density of 95%
= Any loose or soft material uncovered in the site preparation shall be removed
and replaced with the approved fill material compacted in accordance with
AS2870-1996 to achieve a minimum relative field density of 95%.
— Site droinage ond sit protection measures must be stalled prior to
constriction commencing.

    

     
   

ar CONSULTING ENGINEERS
SCG structural - civil - geotechnical

ABN 40 098 481 899

SS

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

 

    

LEGEND pare 2.2 eZ PR

—-77~ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.

 

Title: Operational Works Plan

  

   

Project Lot 9 & 10 Grant Street
Noosaville QLD 4566

Date: Sept 2007 Drg No. 17320-OWP-2 P|

~_2L_ SILT RETENTION FENCE TO DETAIL

Rew. - 30.01.05

 

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