Original source · versioned page text
Slope Stability - lindsays
Water Level
200
Suspended slab
reinforcement as LINDSAY CONSULTING PTY LTD
per engineering LINDSAY CONSULTING PTY
LTD
Hydrophyllic waterstop RPEQ 4928
4-S12 top OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
reinforcement 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
N12 starters @ 400 CRS
1800 mm Max
with 450mm min. lap LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
2200 mm MAX
Concrete spray pool 200 GUY MELDRUM
S12 at 100 CRS VERTICAL PROPOSED RESIDENCE
S12 at 125 CRS HORIZONTAL
60mm INSIDE COVER
NO.4 TRISTANIA DRIVE
800mm lap to base MARCUS BEACH
SUSPENDED SLAB CONNECTION TO POOL
Not to Scale
400 Radius DRAWING TITLE
1-N12 1000mm long each Trough size and
way tied to screw pile
S12 @ 200 crs each
way top & bottom
dimensions by POOL DETAILS
others
200
200
SCALES
800 base N12 starters @
400 crs. 500mm lap
lap each way
2400 MAX
WELL COMPACTED GRAVEL BACKFILL N16 at 400 CRS each way
with 800mm min. laps.
SURVEY DATUM
NATURAL SURFACE LEVEL
.
600 x 600 footing ASSOCIATED CONSULTANTS
with 4-N12 top and bottom
R10 ligs at 200 CRS
Screw Piles
S12 bar through
top of screw pile
(120 kN SWL MIN)
(1000 mm long)
Screw Piles
(120 kN SWL MIN)
SECTION THROUGH ABOVE GROUND POOL
Not to Scale
REVISION LIST
A BUILDER REVIEW - NOT FOR CONSTRUCTION 25/03/22
Computer File
220061FD.DWG
DRAWING NUMBER SHEET REV.
22-0061-F26 26 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.