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Development Application - Part 1 of 2 - Covering letter, IDAS Forms 1 & 28, DTMR Response Letter and Cardno Letter · OPW12/0241
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23 July 2012
2
(.f)CardnCJ Shaping the Future
of the works on site. The Builder shall
This design advice does not cover the construction or installation
and shall advise the Engineer if variation
confirm the adequacy of the site conditions during installation
or studies have been carried
from details shown on the drawings occur. No detailed site investigation
carried out on the basis of limited enquiry only.
out by us or provided to us. The design review has been
dense sand. There is some additional risk of
Pile depths shown are applicable to founding in stiff clay or
actual site conditions be inferior to those
failure should the above design criteria be exceeded, or
encountered during construction
assumed. If ground conditions other than those described above are
or seabed levels encountered are deeper
than those shown on the drawings, further advice should be
sought.
but does not warrant them.
This design advice relies on designs prepared by other consultants,
The structure is to be built in accordance with the following
referenced documentation, using good
building practice.
Referenced documentation
. Drawing No. JSP-SJ-25160 B
. Drawing No. JSP-SJ-25161 A
. Drawing No. JSP-SJ-25162 B
Competent Person Details
Name: Paul Calver BE RPEQ 1667
Name of firm for and on behalf person is signing:
Cardno (Old)pty Ltd
Level 11 Green Square Nth Tower
515 St Paul’s Terrace
Fortitude Valley Old 4006
Postal address:
Locked Bag 4006 Fortitude Valley
OLD 4006 Australia
Phone:(07)3100 2199 Fax: (07)3369 9722
Reference: 8790005-008 (417)
~AJ-~
Paul Calver (RPEQ 1667)
Senior Engineer
forCardno
01/10
I:lb7900-OSlsubOO81417-body corporate for jalyncalword\417 design advice.doc
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