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

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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
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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

 

#112007 10:40:32 AM, 1:0.96279

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& 1800 HIGH GOOD NEIGHBOUR FENCING
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SAS NCIL
NOOSA SHIRE cou o7 S992

  

AL WORKS No...
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JELGPMENT PERMIT 0
C'D Bi DATE... Desesees f

         

LF OD Teaco ee’ Cae anens etna nee
SED FOR APPROVAL

 

 

 

        
 

 

TERRACE

 

 

 

 

 

 

conuct: Reinhold Kaenning Mttust RAED Ko wes
PO Bee 1178
wuss OLD 4573

nek: rkicanbptcem Pr, 3444 SHS
e ex se

DESIGN & DRAFTIN
PRORT: PROPOSED RESIDENTIAL
LOTS 3 & 10 GRANT STREET

STORMWATER
OPERATIONAL WORKS
& DRIVEWAY DESIGN

RPD:- Lots 9 & 10 on SP179879