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Development Application Part 2 of 2 - Geotech Report and Plans - OPW13/0816
Plans and drawings: the text below has words only, no drawings.
Very large file (18.0 MB): may take a few minutes to open.
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6 -
Job No. 213-15522
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New Revetment Wall
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encased in geofabric
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Piled Foundations
(minimum 1,5m into dense sand)
Figure 1 C Wall Construction
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Original VIIal; Lino
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New Revetment Wall
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Rock with geofabric under
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Existing Scoured Profile
Piled Foundations
(minimum 1,5m into dense sand)
Figure 10 Ii Rock Protection
__ SOIL SURVEYS ENGINEERING PTY LIMITED
1-15522,2013-09-20, LR VER 0
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