33522 soil report SCG 28050(S) · MCU18/0001

Where drilled piers supporting columns or posts are not poured with the slab they must be connected to the slab
in the following manner:

   • 4-N12 bars must be anchored 500mm into the drilled pier and be bent 300mm horizontally into the footing
     or slab as required.

   • Where a column penetrates a beam or footing 3-N12 bars must be bent around the column to lap the
     trench mesh by 500mm both sides.

Drilled Pier Reinforcement

                             Pier Depth mm      Perimeter Piers       Slab Piers

                                up to 1500       None required      none required
                                1500-2500         2xN12bars         none required
                                2500-4000         4xN12bars          2xN12bars
                                4000-6000         6xN12 bars         4xN12bars


Pad Footing Details

All pad footings must be founded to the depth nominated on the structural plans. Where this depth is not 300mm
into the NATURAL MEDIUM DENSE SILTY SANDS they must be deepened down to this level.


NOTE:    The information contained herein has been compiled following our field and laboratory testing,
         accepted engineering theory and discussions with and information supplied by our client, whom
         is noted on the header page of this report. We offer no warranty for the use of this report by
         other parties without prior written consent from this office.
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for and on behalf
SCG CONSULTING ENGINEERS




     SCG Consulting Engineers                            4                                   SCG Ref: 28050(S)