Council archive · source document
Development Application Part 2 of 2 · OPW12/0125
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Page 2
125
~t<t Development Counter -ft
150 x 75 STRINGER
" ~
4:-
Q
..’$;.J’ 30 MAY 2012
l1M18S/S
l1M18S/S
!j: l-M18S/S
t<t~ .
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’.
EACH BEARER
~ Tewantin ’1
.
RECESS HEADSTOCK
& STRINGERS
TREATED
HIND PILE
0200 TREATED
HIND PILE
~~.Ii} .._,
25 NOM INTO PILE
t<t "’~
",,~oQ; TYPICAL SECTION
1:20
SPLICE JOINT DETAIL
1:20
HANDRAIL:
RIGID HANDRAIL TO COMPLY
LOT 453 WITH COUNCIL REGUITIONS
JETIYUSE:
_ _ _ _
_~RE~~~~~ __
888m2
SINGLE USER, PRIVATE
DECK
NO VEHICULAR ACCESS RL 1.0AtlD
_Ml~W~.~_
-EXISTING
WALIW’JAY DECK VERTICAL \I REVETMENT
DESIGN LIVE LOAD 2.0 kPa
-
\_ STONE WAlL
PITCHlNO
MAXIMUM MOORED VESSEL 5m -
BERTHING VELOCITY 0.5 mlsec
-
II II
II II
PILES: I II II
ALL PILES SHALL BE APPROVED II II
HARDWOOD AND TREATED II II
TO HAZARD 6. u u SIDE ELEVATION 1:100
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159 FRONT ELEVATION 1:100
PILING CODE
JETIYUSE:
..,--’ SINGLE USER, PRIVATE
PILES:
NO VEHICULAR ACCESS
ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED WALIW’JAY DECK VERTICAL
;- I DECKING:
IN ACCORDANCE WITH AS 2159 DESIGN LNE LOAD.2.0 kPa
q 25x 140Fl<4 HWD FIXED PILING CODE
TO B RERS WITH TWO
STAINlESS 8TEEL
SCREWS EACH END MAXIMUM MOORED VESSEL -
5m
~ BERTHING VELOCITY -
0.5 m/sec
REAL PROPERTY
I fA
_
1,II ’,~I-HANDRAIL:
I!! RIGID HANDRAIL
TO COMPLY WITH
""""-_..- -NOTES:
1. UNLESS NOTED O’!liERWIIe AlL TlMSER SHAlL BE DURABILITY ClASS 1
OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF Fl.MIN.
DESCRIPTION
PILES:
LOT 453 2. UNLESS NOTED O’!liERWltE AlL CONSTRUCTION SHAll COMPLY WITH
RP868304
=~n:D ’!liE ENVIRONMENTAL PRoTl!C11ON AGENCYS’ OPERATIONAl POlICY."BUILDING
AND ENGINEERING STANDARl>S FOR TIDAL WORKS.’
PARISH WEYBA
COUNTY MARCH
~
~
I~J 3. ALL STAINLESS STEEL BOL’rS. RODS.ETC.SHALl BE APPROVED MARINE
GRADE 318. ALL OlliER STEliLWORK INCLUDING NlJTS. BOLTS,WASHERS,
,
..
SCREWS,NAILS. ETC.,SHALl~HOT DIPPED GALVANISED OR STAINLESS STeEL.
4. TOP OF PILES SHALl BE SEALED AND FULlY CAP FLASHED OR RINGED WITH
AN ALUMINIUM ALLOY OR STAINlESS STEEl BAND.
g)
5. DIMENSIONS AND LEVELl SHALL NOT BE SCALED FROM ’!liE DRAWINGS,
PROPOSED
JETTY
FRAMING LAYOUT 1:100
DRAWN DATE
PILE-IT PTY LTO RABR1NK PlY LTD T/A
R. THOMPSON
SITE PLAN 1:200
PROPOSED JETTY
TRAOINGAS
NOOSAJETTY
.;JJ &John Norden
Associates SCALE
SASHTON MAY 2012
DESIGNED
b500~k 3OOO.08l LOT 453 BUILDERS
. ACN 010 263 sn
AS SHOWN . .......
CPEng, MIEAuaL RPEQ.
’1’1 ’I ’I SIrucIunII CIvI OM.englrMra ISIUE
No:-&?>~ 1hz__ Pen~
LJcence No 728720
ABN 58 099 038 73e Suite 181’ewan1In PItza’ WORKING DRG
SHOR llAVE 4 DRIVE
PO Box 299
Nooea\4Ile
QId <4588
PM’ax 07541<13480
MollIe 0408 137525
0<417748844
A PoincIana Avenue I PO Box 205
Tewan1ln Q 4565
Ph:07604487137 Fax:0764491172
DRONO. AIIINOMINT
NOOSAVILLE ErneR:[email protected] 12/71-1
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