Council archive · source document
20230186 - 25-27 Toolar St, Tewantin - BA Document Set_reduced file · MCU21/0083.01
Original PDF page 25, section 1. The text section number identifies this passage in the reader.
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A B C D E
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·
·
11
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10
··
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FALL
FALL
FALL
9
FALL
FALL
8
FALL
7 FALL
6
5
FALL
FALL
FALL
4
3
FALL
FALL
FALL
FALL
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 31030-N.
2
Issue:
1
A B C D E Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
TARGET FOUNDATION SOIL
ALL BASEMENT FOOTINGS TO BE FOUNDED 300 INTO
NATURAL STIFF CLAY WITH A MINIMUM ALLOWABLE Title:
BEARING CAPACITY OF 100kPa TO BE CONFIRMED VIA
GEOTECHNICAL TESTING, DEEPEN FOOTINGS AS
REQUIRED TO ACHIEVE THIS LAYER
Project
FALL
Date: Drawn Design
Drg No. Rev.
Rev. - 10.06.16
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