Council archive · source document
220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017
Provide 4-N12 top & Builder to provide details
Builder required to adopt shoring measures
33°00'00" due to proximity to neighbouring structures
bottom footing dowels
tied to cage
surrounding neighbouring pool
to confirm retaining wall design
26
.62 RTW5 35.225 RTW5 and loose sand conditions RTW5 RTW6
28.57 29.04 LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
27
29
LTD
29.28
26.
.17
.7
Turfed area
27
0
71
RPEQ 4928
RTW2 EB1 EB1
.5
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
28.72
28.80 EB1 THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
28.25 THE SOLE USE OF THE CLIENT. NO PART
3-L11TM (2000mm long)
Re-entrant steel
29.55 MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
Turfed area LINDSAY CONSULTING PTY LTD
DRIVEWAY DESIGN 27 28 41 29.19 CLIENT AND PROJECT DESCRIPTION
26.75 .6
BY OTHERS 3 29.00 PAUL CLOUT DESIGN
EB1
RTW1
Lift shaft setdown 150mm MIN. FFL 28.70
EB2
27.81 Sump details TBC. PROPOSED RESIDENCE
NO. 27 ADAMS STREET
SUNSHINE BEACH
29.40
29.35
RTW1 28.22
303°00'00"
27.47
W3
DRAWING TITLE
IB1 RTW2 EB1 EB1
RT
RTW7 FOUNDATION PLAN
26.49
Gatehouse
RTW1
by others
28 90 Concreted pool surround as per
149
18 °30'0
builders/concretors specifications
200
SCALES
.6 58 0"
RTW1 IB1
itio truc res
28.08
28.58 0 1 2 3 4m
es
0.6m deep
RTW2
ond g s asu
27.59
tur
DEB1
Daybed Daybed
FFL 26.00 Spa
27
Orig. 1:100
d c urin me
1.0m deep
PAD 25.70
.5
RTW1
28.65
san bo ing
26.82
ns
FFL 28.65 28.96
se neigh shor
5732
SURVEY DATUM
25.95
pt
.
0.3m deep
0.6m deep
0.9m deep
and imity o ado
IB1 1.2m 1.4m
W 4
deep deep
28.09
RT
ASSOCIATED CONSULTANTS
o
t
DEB1
DEB1 27.78
t
rox ed
27
RTW2
27. 6310
.5
to p equir
loo
28.29
6
99
due r r
27.34
ilde
28.56
25 26.61
213°00'00" 27.98 28.25RTW4
Bu
.79 RTW4
Retaining wall/fence construction TBC by builder
26.900 Builder required to adopt shoring measures
25.50
due to proximity to neighbouring structures
and loose sand conditions
25.29
REVISION LIST
FOUNDATION PLAN
A BUILDER REVIEW - NOT FOR CONSTRUCTION 19/08/22
LEGEND SCALE 1:100
Indicates 120kN SWL screw pile
100 mm SLAB SL82 TOP FABRIC
Indicates 150kN SWL screw pile
Computer File
Indicates 200kN SWL screw pile 150 mm SLAB WITH SL82 TOP AND BOTTOM FABRIC 220873FD.DWG
DRAWING NUMBER SHEET REV.
22-0873-F2 2 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 originalUsed in these records
220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 9.6 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.