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200
Water Levet
| e
D VERTICAL BARS Sg L~_|
—_ ° I 4-S12 in
1500 MAX | S12 @ 300 crs b ring beam
1800 MAX | S12 Bars @ 300 crs l THIS DRAWING REMAINS/THE PROPERTY OF
le LINDSAY CONSULTING PTY LTD AND IS FOR
S12 Intermediates @ 300 crs THE SOLE USE OF THE CLIENT. NO PART
° MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
% i LINDSAY CONSULTING PTY LTD
2 Vertical bars refer table, ———T™|P CLIENT AND PROJECT DESCRIPTION
€ S12 Horizontals @ 125 crs .
E 75mm cover to inside of pool ! 100 Max POOLS BY DESIGN
gS l PROPOSED POOL
7 r c NO.5 SEAMIST CRT
a r o SUNSHINE BEACH
L =
a
I,
400 Radius min & DRAWING TITLE
S12 @ 150 CRS each 3
way in base N12 starters @ 400 y x veers REINFORCEMENT
CRS to pool base. l DETAIL
2 450 min. lap. |, =
a L E
\ S SCALES
st
> > > 7 = > 7 7 > oF > > > oF > > > oF > > oO
|
° °
! cons taucriq
JOINT
x 190mm core filled blockwork with N12 @
= 400 crs eachjway
r UNCONTROLLED GRAVEL BACKFILL 8 ble SURVEY DATUM
r r N12 starters |@ 400 CRS
450mm min. lap. ASSOCIATED CONSULTANTS
NATURAL SURFACE
RYYXRY RYO | TTT RPYAY AY AY AY AY AY DY]
lt 600 x 600 footing
_ — with 4-N12 top and bottom
ff. nh. R10 ligs at 200 CRS
$12 bar through
top of screw pile (1000 mm long)
REVISION LIST
A | ORIGINAL ISSUE 16/11/23
Screw Piles (120 kN SWwL)) | Screw Piles (120 kN SWL))
ponevter Fe 231061PL.DWG
SECTION THROUGH ABOVE GROUND POOL awe —
23-1061-PL3 3)A