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Development Application part 2 of 2 · OPW12/0534
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MULTIPLE PART RECORD
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MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
-TOP OF WALL TO
DECK
RL 1.0 AHD
RL 1.0AHD
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RL 1.0AHD DECK
RL 1.0AHD
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MINIMUM WATER RL 0.44 AHD ~~’
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PROPEP’(IY
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SINGLE USER, PRIVATE
IIOlJNDARY
PIl.ES TO BE ClEAR
Of STONE PITCHING
& OEOTEXTlLE FASRIC
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DESIGN LIVE LOAD 2.0 kPa
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LOT 48 211 ~DrIw """’.. 07 1WIl&I7Il2
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0417 7401144
MAXIMUM MOORED VESSEL 5m - .._J
BERTHING VELOCITY 0.5 mlsec - DEO<ING:
f---_ 917 m2 NOTES:
---
2!1. 1.-0 F14HWD
SCREWED TO BEARERS 1. UNlESS NOTED ontmWI!IE AU.TIMBER SHALl.BE DURAIIILITY ClASS 1
~ - Of APPROIIED SPECIES N<<J HAVE A SI HESS <lRAOE Of F14 MIN. "
PILES: I’ 1 6 NOV 2012 ~.;
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2. UNlESS NOTED ontmWI!IE AU. CONSTRUCT1ON I!IHAU.CONPly WI1li
ALL PILES SHALL BE APPROVED ~ THE EPMRONMENTAL PROTECTION AGeNCY8’OPERATlONAL POLICY.
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HARDWOOD AND TREATED ~ "IIU1LOINCl NlD Ei’IGI’IEERHl STANDAROS FOR TFO.toL WORtCS".
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HANDRAIl: I I
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TO HAZARD 6. RIGID HANDRAIl -
3. AU.STAINLESS 8TEB.1ICIlTS.RODS, ETC., SHALl.BE APPROIIED MARINE
I’
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE
TOCOfoIPl.~Y inJ_’1
WITH COUNClL REGUlATlONS
1~ 75,
,
<lRAOE 318. AU.OTHER STEB.WORK INCUJIlING NUTS, BOLTS.WASHERS.
SCREWS.NAiLS, ETC.SHALL BE HOT DIPPED cw.VNlFSED OR STAINLESS
STEEL.
4. TOP Of PILES SHALL BE SEALED N<<J FULlY CN’FlA8HED OR RINOED.
RAIIRINK P’TY LTO T/A
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III) 5. [)PENSIONSN<<J LEVEl.8 SHALL NOT BE 8C.&I en FRON THE DRAWINOS.
J John Norden
10 ALUMINIUM
100 .100.
’;I, .I ’;; - & Associates
ANGLE BRACKET ~’~ ’~ 1!500
11M18 SIS TO HEADSTOCK
11M18 SIS TO STRINGER
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10000
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150 x 75 1 / 95’2’ \ REAL PROPERTY T_Q<4S!
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DESCRlPT10N
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PROPOSED
JETTY \
COUNTY MARCH
ICAU!
8A8HTON HOI!B 72012
150 x 75 ~ \
100
LL
EQUAL 2
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EQUAL 2
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SITE PLAN
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11
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FRAMING LAYOUT 1~ 12/149-1
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