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Slope Stability - lindsays
200 Water Level
200 Water Level
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
4-S12 in
ring beam 4-S12 in RPEQ 4928
S12 at 200 CRS VERTICAL ring beam OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
S12 at 125 CRS HORIZONTAL S12 at 200 CRS VERTICAL THIS DRAWING REMAINS THE PROPERTY OF
60 mm COVER S12 at 125 CRS HORIZONTAL LINDSAY CONSULTING PTY LTD AND IS FOR
TO INSIDE OF POOL 60 mm COVER
1500 MAX
THE SOLE USE OF THE CLIENT. NO PART
1400 Max
TO INSIDE OF POOL
1000mm Max
1200mm Max
MAY BE USED IN PART OR WHOLE WITHOUT
1600 Max
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
1400mm Max
CLIENT AND PROJECT DESCRIPTION
GUY MELDRUM
500 mm LAPS (TYP) PROPOSED RESIDENCE
400 Radius min NO.4 TRISTANIA DRIVE
Natural Ground 400 Radius min MARCUS BEACH
300 MIN
200
200
DRAWING TITLE
POOL DETAILS
200
Natural Ground
400mm Min
S12 bar through
200
top of screw pile (1000 mm long)
Screw Piles SCALES
Concrete strip footing with
(120 kN SWL)
SECTION UP TO 1600 DEEP 3-L11TM cage with S12 Starters
UP TO 1500 OUT OF GROUND 300 @ 300 Crs
Not to Scale
S12 bar through
top of screw pile (1000 mm long)
200 Water Level Screw Piles
(120 kN SWL)
SURVEY DATUM
SECTION THROUGH ABOVE GROUND POOL
Not to Scale .
4-S12 in
ring beam S12 at 200 CRS VERTICAL
S12 INTERMEDIATES at 200 CRS ASSOCIATED CONSULTANTS
S12 at 125 CRS HORIZONTAL
60 mm COVER
TO INSIDE OF POOL
2000 MAX
1900 Max
2100 Max
400 Radius min
Natural Ground
300 MIN
200
REVISION LIST
200
A BUILDER REVIEW - NOT FOR CONSTRUCTION 25/03/22
S12 bar through
top of screw pile (1000 mm long)
Screw Piles
(120 kN SWL)
SECTION UP TO 2100 DEEP
UP TO 2000 OUT OF GROUND
Not to Scale Computer File
220061FD.DWG
DRAWING NUMBER SHEET REV.
22-0061-F25 25 A
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