Geotechnical Report

 

 

$12 @ 150 CRS each
way in base

 

D

VERTICAL BARS

 

1500 MAX

S12 @ 300 crs

 

 

1800 MAX

 

$12 Bars @ 300 crs
S12 Intermediates @ 300 crs

 

 

200

D - 1800 mm MAX

 

 

Water Level

 

 

500
f

 

 

1a} fo

Vertical bars refer table. ———|
$12 Horizontals @ 125 crs I.
75mm cover to inside of pool |

ting beam

100 Max

4-S12 in

 

400 Radius min

 

 

N12 [email protected] to pool base. r
450 min. lap.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

UNCONTROLLED GRAVEL BACKFILL

NATURAL SURFACE

| constaucridn

 

 

1400 MAX

 

 

 

 

 

 

3400 mm MAX OVERALL HEIGHT

JOINT

190mm core filled blockwork with N12 @

400 crs each|wa
Lo y

N12 starters/@ 400 CRS
450mm min. lap.

 

 

 

LYAXYYAY AY | FO

 

 

 

 

 

 

 

 

Screw Piles (120 kN SWL)) |

 

SECTION THROUGH ABOVE GROUND POOL

 

 

 

YPXYXRYDYILYYXY YY

 

 

 

 

 

 

lt 600 x 600 footing
with 4-N12 top and bottom
R10 ligs at 200 CRS

 

 

 

Screw Piles (120 kN SWL)) ed

 

$12 bar through
top of screw pile (1000 mm long)

 

LINDSAY CONSULTING #7
CLI

   
 

RPEO 4928

 

THIS DRAWING REMAINSAHE 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

POOLS BY DESIGN
PROPOSED POOL
NO.5 SEAMIST CRT
SUNSHINE BEACH

 

DRAWING TITLE

TYPICAL REINFORCEMENT
DETAILS

 

SCALES

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

>

ORIGINAL ISSUE 16/1723,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[computer File

231061PL.DWG

 

DRAWING NUMBER SHEET] REV.

23-1061-PL3 3A