Council archive · source document
14517-Op Works 2016.05.04 · OPW16/0021
From the archive OPW16/0021- Response - Civil Plans. File date in the archive: 2016-05-16 03:57.
EXISTING
POOL
_ROOF 52550
GUEST SUITE ENTRY DRIVEWAY
_LEVEL 02 49550
BEDROOM LAUNDRY
CONTIGUOUS PILES
CONTIGUOUS PILES
_LEVEL 01 45000 RL VARIES. REFER PLAN
ZONE BOUNDARY
CONTIGUOUS PILES
WET RECREATION
_BASEMENT 40800
POOL TERRACE
RL 40.00
POOL POOL PLANT
RT
_POOL PLANT 37250
RV1 RV1
RL 36.50
NATURAL
SURFACE
LEVEL
RT
SECTION X
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
OP28
RV2
RV2 RV2
RT
RV2 RV2
RV2 EXISTING
POOL
52550 _ROOF
ENTRY DRIVEWAY
49550 _LEVEL 02
SCREW PILES :
RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
CONTIGUOUS PILES
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE LIVING
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)
LIFT/STAIR WELL
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA) 45000 _LEVEL 01 RL VARIES. REFER PLAN
LOUNGE
CONTIGUOUS PILES
40800 _BASEMENT
ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
NATURAL
RL 40.00
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
SURFACE
LEVEL
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
LAYERS. 37250 _POOL PLANT
RT
SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
PROVIDE 6 x RV2 SCREW PILES RT
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO UNDER STORMWATER TANK
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16 PROVIDE 4 x RV2 SCREW PILES
RV2 RV2 RV2
UNDER RAINWATER TANK
RV1 RV1 SECTION Y
1:200 UNREDUCED AT A3 OP28
RV2 1:100 UNREDUCED AT A1
RV2
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT BUILDING CROSS SECTIONS AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP29
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
8 of 12 B
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