Council archive · source document
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.
PILING LEGEND yr f.uv^nn, 6^ry ,v.^cawrn •r.wl.n 'n"
KKt^n °^4f P
CONTIGUOUS PILES : M .a,irn HMM1rn Miw'1 rv,
TYPE A 600 DIA. FROM EXISTING GROUND TO RL 37.0 ALL VERTICAL AND RAKING PILES SHALL FOUND AT LEAST
TYPE 8 600 DIA. FROM EXISTING GROUND TO RL 35.0 SM BELOW A 27' LINE PROJECTED FROM THE BASE OF THE SLOPE,
TYPE C 600 DIA. FROM EXISTING GROUND TO RL 43.0 AND AT LEAST 7.0M BELOW ORIGINAL GROUND LEVEL.
TYPE 0 600 DIA. FROM EXISTING GROUND TO 7.0M DEPTH THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
TYPE E 600 DIA. FROM EXISTING GROUND TO RL 31.0 WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE LAYERS
TYPE F 600 DIA. FROM EXISTING GROUND TO 12.OM DEPTH SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTIGUOUS PILES SHALL FOUND AT LEAST 7.OM BELOW ORIGINAL GROUND CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LEVEL, UNLESS DENOTED BY RL AS PER ABOVE TYPES. LOADS. AND CERTIFIED BY AN EXPERIENCED RPEO ENGINEER. WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
SCREW PILES
P1 168 x 1.1 GALV AND EPOXY PAINTED SCREW PIE
MINIMUM 8M DEEP 30T SWL. CONC. FILL
P2 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8M DEEP 50T SWL. CONC. FILL
P3 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 10M DEEP 601 SWL. CONC. FILL Noosa National Park
North
RT RAKING AT I IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12M LONG SWL = 80T TENSION. CON(. FILL 147
RE RAKE AT I IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE NPW889
MINIMUM JUN LONG SWL = OOT COMPRESSION, CONC. FILL
® VERTICAL WICK DRAIN - PERFORATED 219 DU. x 1.ITK. CHS
SCREW PILE - AT CON (RS. TO FOUND 2.OM BELOW ADJACENT
FLOOR LEVEL. OR AS INDICATED N PLANS / SECTIONS.
STEP DOWN
600 x 600 GROUND
BEAMS TO FOLLOW D 19.11.10 FOR APPROVAL
COONIOURS
C 17.11.10 FOR APPROVAL
8 12.11.10 PRELIMINARY ISSUE TO CONSULTANTS
153.618 A 28.10.10 PRELIMINARY ISSUE TO ARCHITECT
hll -, 4"11
SCREW PILES SNDWN ARE'
^\TYPE 92 - I (ESS,NOT)
DTIIERW9U r.,
ELEVATED TIMBER WALKWAY
PROPOSED RESIDENCE
TO OBSERVATION DECK
LOT 1
71 SEAVIEW TERRACE
URETEK
GROUT
'bfi ° Tr o
^"Ba4_ 1 att^.f^yLT f1JUCR,-- -'4r-^a
SUNSHINE BEACH
for A. SLINGER
LANDSCAPED PATHS - 1ONPID BOUNDARY
ON GROUND
MCU WORKS
F--1
CONTIGUOUS PILES TYPICAL 600 x 600 SITE PLAN
WHERE SHOWN CONCRETE GROUND.
BEAMS
TYPAL BULK EARTHWORKS
WATER TANKS AND SUBBE-FLOOR
AND PILING
p^ SUSPENDED FROM PILED GROUND
BEAMS
architect
gavin maddock
TODCONSULTINI
N\N ENGINEERS
STRUCTURAL CIVIL
TOO CONSULTING PTY. LTD.
AdA T 0I 1$ A6
21 'cry 5
P 2 ^r 61, N9osanIIe 000 ,^dn
Prenx 147, 5,49 9200 *a, fall 20.6 1
* PROVIDE SPRAYED CONCRETE AND URETEK B. GEORGE K. CAPPER OCT 2010
GROUT PROTECTION ADJACENT TO DRIVEWAY
WHERE INDICATED SITE PLAN - BULK EXCAVATION AND PILING ..a
H. GRAY
tua,a
S. PRYSTUPA
ss.<
1 250
10 7.5 ew. Pnr,,.
12.5 5 2.5 0 Iype;.ef
5 ,1 9 AHD
SCALE 1 250 UNPCWIFI AT AT 09578 P5 A 178 ( D
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