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2008/0169 Response to information request - 71 Seaview Tce Sunshine Beach · 132008.169
Very large file (31.0 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.
NOTE
WHERE POSSIBLE MAINTAIN
ALL EXISTING VEGETATION
EXISTING
GROUND SLOPE
90OW >I 6000
BEAM
NON. 200 TK.
100 TK. CONCRETE PLUG CRUSHED ROCK
TO TOP OF (HS PLE
EXISTING
4 ROWS OF 25mm DIA. GROUND SLOPE
HOLES AT 200mm VERTICAL
(RS. IN SCREW PILE
2 LAYERS A39
BDN1 GEOFABRIC NOTE
BENCH FILL WHERE POSSIBLE MAINTAIN
INTO SLOPE ALL EXISTING VEGETATION
GEOFABRIC INSIDE SLEEVE
TO SCREW PILE
EXISTING
2 LAYERS A39
10 TO 20mm GRAVEL BD01 GEOFABRIC
FILL TO SCREW PILE
ACCESS TRACK
TYPE TEMPORARY CONSTRUCTION
GEOFABRI( INSIDE SLEEVE
WITH 10 TO 20mm GRAVEL
FILL TO SCREW PILE D 19.11.10 FOR APPROVAL
C 17.11.10 FOR APPROVAL
COG 200 0 12.11.10 PRELIMINARY ISSUE TO CONSULTANTS
50 DIR. HOLE TO ` r A 28.10.10 PRELIMINARY ISSUE TO ARCHITECT
PILE WITH 800 LONG ale m,. K„a
50 CIA. HOLE TO N32 TIE BAR
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM
GROUND
BEAM
THROUGH PILED WALLS PROPOSED RESIDENCE
4 ROWS OF 50mm DIA. 2 No. N32 BARS 2.Om LONG N32 BAR
HOLES AT 200mm VERTICAL
(RS. IN SCREW PILE
MIN_ 100m 10.0m LONG
COG 600 INTO BEAM
COG 200 INTO BEAM LOT 1
VEIN
2 (OATS INTERGARD
278 HIGH BUILD EPOXY
71 SEAVIEW TERRACE
219 CIA. A 1.1 TK. (HS
SCREW PILE WICK DRAINS
AT 4.OM (RS.
PAINT TO PILE
SUNSHINE BEACH
CAVITY DRILL AND
100 DIA. AGG. DRAINS
2 (OATS INTERLARD
278 HIGH BUILD EPOXY
for A. SLINGER
DRAJN AT 4.0M (RS. PAINT T( PF.E CONCRETE FILLED
FLOOR SLAB GALVANISED STEEL
(HS SCREW PILE I REFER
CONCRETE FILLED TO P4MG Iir,END ON SHEET
SKS FOR SIZ EPTH AND
GALVANISED STEEL
CHS SCREW PILE I REFER
TO PILING LEGEND ON SHEET
SAFE WDDXIN EAD I MCU WORKS
SKS FOR SIZE. DEPTH AND
SAFE WORKING LOAD I CONSTRUCTION
DETAILS
TO APPROVED
_ DISCHARGE POINT TYPE RAKING TENSION SCREW PILE
PROVIDE 25mm OIA. DRILL 100 DIA. THROUGH WALL
HOLES IN STEEL PILE
AT 50mm (RS. IN
AT ABUTTING PILES WALL AT SEALED 100 DIA. architect
3.6M (RS. DRAINS
THIS S00mm ZONE
DRILL 4 ROWS OF 25mm
50 D1A. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM
gavin maddock
HOLES IN PIPE AT 50mm (RS. 0 o box 1982 90000 210000 151d 4567 ouxI o0o
WITH GEOFABRIC FILTER SOCK 061 7 54553327 161 7 54551327
ON OUTSIDE
TYPE VERTICAL SCREW PILE
2 (OATS INTERLARD
GROUND / WALL 278 HIGH BUILD EPOXY
HEAD BEAM PAINT TO PILE
TODCONSULTIN
ENGINEERS
STRUCTURAL CIVIL
TYPE SCREW PILED
TOD CONSNILTING PTY. LTD.
VERTICAL WICK DRAIN DETAIL AAA m TRW 3m
20 !'crr Slreel 4 -,1le
8v SI NOOSon11e 010 .566
CONCRETE FILLED Pv,ne 1.07: 9600 Far 1011 5 49 9<9l
GALVANISED STEEL
CHS SCREW PILE ( REFER
10 PILING LEGEND ON SHEET
SKS FOR SIZE, DEPTH AND
SAFE WORKING LOAD I
t',ngn
B. GEORGE K. CAPPER O(T 2010
H. GRAY S. PRYSTUPA 1 200
TYPE RAKING COMPRESSION SCREW PILE
Bo9 AND
x, i.n..q w , x
09578 P8 A B (I D
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