Development Application - Part 2 of 2 - Correspondence & Plans · OPW11/0256

                                                    2                                 Cardno
27 May 2011                                                                           Ullman& Nolan




This design advice does not cover the construction or installation of the works on site. The Builder shall
confirm the adequacy of the site conditions during installation and shall advise the Engineer in writing if
variation from details shown on the drawings occur. No detailed site investigation or studies have been
carried out by us or provided to us. The design review has been carried out on the basis of limited
enquiry only. Pile depths shown are applicable to founding in stiff clay or dense sand. There is some
additional risk of failure should the above design criteria be exceeded, or actual site conditions be
inferior to those assumed. If ground conditions other than those described above are encountered
during construction or seabed levels encountered are deeper than those shown on the drawings,
further advice should be sought.

This design advice relies on standard designs prepared by other consultants, but does not warrant
them.

The structure is to be built in accordance with the following referenced documentation, using good
building practice.


Referenced documentation

        •     Drawing No. JSP-SJ-24200 B

Competent Person Details

Name: Paul Calver BE RPEQ 1667

Name of firm for and on behalf person is signing:

        Cardno Ullman & Nolan
        Level 11 Green Square Nth Tower
        515 St Paul's Terrace
        Fortitude Valley Qld 4006

Postal address:

        Locked Bag 4006 Fortitude Valley
        QLD 4006 Australia

Phone: (07) 3100 2199                   Fax:    (07) 3369 9722

Reference:        B790005-008 (254)

Signature of competent person:



for Cardno Ullman & Nolan