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2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021
From the archive OPW16/0021- Response - Civil Plans. File date in the archive: 2016-05-16 04:05.
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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
BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND RL 40.00
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL. NATURAL
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
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY A. VENESS
Designed
S. PRYSTUPA
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
ESTABLISHMENT 14517-OP29
postal address
used for this specific project. GPO BOX 353 Approved RPEQ No
planners BRISBANE RDP RP197117
interiors QUEENSLAND 4001
AUSTRALIA
Noosa: 07 5449 9600 S. PRYSTUPA 1137 LOCAL AUTHORITY NOOSA
This drawing shall not be used B 30.3.16 ISSUED FOR CONSTRUCTION A.V.
for construction until marked as Noel Robinson Architects Pty Ltd
tel +61(0)7 3229 5266
fax +61(0)7 3221 0796
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL 14/0084 HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
ABN 62 323 175 502 [email protected] PO Box 61, Noosaville, QLD 4566
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. ROL APPROVAL VERT DATUM AHD
8 of 12 B
www.nrarc.com
'issued for construction' in the [email protected] www.todconsulting.com
DECEMBER 2015
ACN 010 011 720
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336
OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
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