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220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
LTD
RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN
PROPOSED RESIDENCE
NO. 27 ADAMS STREET
N16 bars @ 400
CRS each way.
SUNSHINE BEACH
800mm min. laps.
3000 mm MAX
DRAWING TITLE
N12 bars @ 400
LANDSCAPE RETAINING WALL
2600 mm MAX
CRS each way.
500mm min. laps.
Spoon drain 1:4 slope
(Maximum)
SCALES
NGL
Spoon drain 1:4 slope
(Maximum)
1000 MAX Retaining
NGL
Natural sand
600 MAX Retaining
backfill
SURVEY DATUM
Natural sand
Temporary Excavation slope
backfill
.
Temporary Excavation slope
FGL FGL
ASSOCIATED CONSULTANTS
Suitable waterproofing Suitable waterproofing
material material
200
200
600
600
N12 starter bars @ 400 CRS N16 starter bars @ 400 CRS
with 500 min. lap. with 800 min. lap.
N12 @ 300 crs N12 @ 300 crs
longitudinal bars longitudinal bars
3-L11TM fabricated cage 3-L11TM fabricated cage
350 350
800 1200
LEFT HAND BOUNDARY FENCE DETAIL 1 - RTW5 LEFT HAND BOUNDARY FENCE DETAIL 2 - RTW6
Not to scale Not to scale
REVISION LIST
A BUILDER REVIEW - NOT FOR CONSTRUCTION 19/08/22
Computer File
220873FD.DWG
DRAWING NUMBER SHEET REV.
22-0873-F6a 6a A
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