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08/0169 Information Response to DERM - 71 Seaview Terrace Sunshine Beach · 132008.169
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NOTE
WHERE POSSIBLE MAINTAIN
ALL EXISTING VEGETATION
900W 6000
BEAM
100 TK. CONCRETE PLUG
TO TOP OF (HS PLE
i
1i;
EXISTING
0 ROWS OF 25.. DULL GROUND SLOPE
HOLES AT 200.. VERTICAL
(RS. IN SCREW PILE
GEOFABRIC INSIDE SLEEVE
TO SCREW PILE
10 TO 20.. GRAVEL
FILL TO SCREW PILE
219 DIA. 500 NOM. ACCESS TRACK
600 OVA. CONTIGUOUS
GEOFABRK INSIDE SLEEVE PILED WALL TYPE TEMPORARY CONSTRUCTION
WITH 10 10 20.. GRAVEL
FILL TO SCREW PILE 19.11L10 FOR APPROVAL
0
( 1.1110 FOR APPROVAL
B 12.1110 PRELIMINARY ISSUE 10 CONSULTANTS
SO DLL HOLE TO A 20.10.10 PRELIMINARY ISSUE TO ARCHITECT
PEE WITH B00 LONG
SO DIA. HOLE TO N32 TIE BAR
PILE WITH 1000 LONG
N32 TIE BAR 10 BEAM
GROUND
LOCALLY (ROUT ANY HOLES BEAM
4ROWS OF SO..EAA.
THROUGH PLED WALLS
PROPOSED RESIDENCE
2 No. N32 BARS 2.00 LONG N32 BAR
HOLES AT 200.. VERTICAL
HRS. N SCREW PILE MN. 100.. IO.On LONG
COG 600 INTO BEAM
COG 200 INTO BEAM LOT 1
TLAIED CAVITY
2 COATS INTERGARD
278 HIGH BUILD EPOX Y
71 SEAVIEW TERRACE
219OIA.r7.11K.(HS
PAINT TO PEE
SCREW PILE WICK DRAINS
AT 4.OM (R5.
SUNSHINE BEACH
(4VITY I'
DRAIN . '.
BRILL AND EPOXY
GROUTED BARS 100 DIA. AGG. DRAINS
2 (OATS INTERGARO
270 HIGH BUILD EPOXY
for A. SLINGER
AT 0.09 (RS. PAINT TO PILE CONCRETE FILED
GALVANISED STEEL
IBS SCREW PEE I RE FER
CONCRETE FILLED T O PIOG LEGEND ON SHEET
GALVANISED STEEL 5KS FOR SIZE DEPTH AND
'HS SCREW PILE I REFER
TO PLOG LEGEND ON SHEET
SAFE WNMNf LOAD I MCU WORKS
5K5 FDR SIZE DEPTH AND
SAFE W00KNG LOAD I CONSTRUCTION
DETAILS
TO APPROVED
DISCHARGE POINT TYPE RAKING TENSION SCREW PILE
PROVIDE 25.. (A. DRILL 100 DIA. THROUGH WALL
HOLES N STEEL PILE
AT S0.. IRS. IN
AT ABUTTING PILES WALL AT
3.6M (RS. SEALED 100 D1A, architect
THIS 500m0 ZONE DRAINS SO DIA. HOLE TO
DRILL 4 ROWS Of 2500 PILE WITH 1000 TONG
N32 TIE BAR TO BEAM
gavin maddock
HOLES IN PIPE AT 5000 (R5,
0.0 box 1982 nooso brood dd 4561
WITH GEOFABRN FILTER SOCK
ON OUTSIDE 161 7 54553327 161 7 5655 3327
TYPE VERTICAL SCREW PILE
TOOCONSULTING
2 No. N32 BARS
10.00 LONG
COG 600 INTO BEAM ENGINEERS
STRUCTURAL CIVIL
TYPE SCREW PILED
VERTICAL WICK DRAIN DETAIL TOO CONSULTING PTY. LTD.
X6k X51.3734
17,7 ao. ei n„,G,G• 20 Gtee
CONCRETE FILLED n h %670 a, 1071 511, ';=.a..
GALVANISED STEEL E9a enq^xr^ef01^6ivnfull„g:o^
(HS SCREW PILE I REFER vet ...'cdo+wll.gcn+
TO FILING LEGEND ON SHEET
SITS FOR SIZE. DEPTH AND
SAFE WORK14G LOAD I
8. GEORGE K. CAPPER OCT 2010
ww w..
H. GRAY S. PRYSTLPA 1 200
TYPE RAKING COMPRESSION SCREW PILE
4B,9 AHI7
SCALE 1200 UNITEOU(EO AT As 09578 P8 A B ( D
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