Council archive · source document
Development application part 2 of 2 Plans · OPW13/0918
Plans and drawings: the text below has words only, no drawings.
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FRAMING LAYOUT 1:100 WORKING DRG
SIDE ELEVATION I 1 1;80 I I 1 1
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: oa rene SHALL BE APPROVED
| SIN SER, PRIVA’ i Ve 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1
ein ecees ‘HARDWOOD AND TREATED COORAN CO URT OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
il seth ie TO HAZARD 6. 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH
; ALL PILES SHALL BE INSTALLED | THE eee a. PROTECTION AGENCY OPERATIONAL POLICY -
} IN ACCORDANCE WITH AS 2159 20117 BUILDING NEERING STANDARDS WORKS.
‘| WALKWAY DECK VERTICAL \ TH ea Eee APPROVED MARINE
| DESIGN LIVE LOAD - 2.0 kPa alge aba GRADE ST ALL THER STEEL WORK NCLLONG| NUTS. BOLTS, WASHERS,
MER SURED rites 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP OR RINGED
MAXIMUM MOORED VESSEL - 5m WITH AN ALUMINIUM ALLOY OR STAINLESS STEEL }
| BERTHING VELOCITY - 0.5 misec ‘ i] 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
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150 x75 STRINGER LOT 212 LOT 211 a LOT 210 3 LOT 209
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| 10x75 $ Ho 18075 |
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. HWD PILE , SHARED JETTY DESCRIPTION : JETTY
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: 8 RP N21857 .
SPLICE JOINT DETAIL 2 PARISH WEYBA PROPOSED JETTY
120 COUNTY MARCH =
PONTOON LOT 210
pee BUSTING REVETMENT SITE PLAN 120 (No.37) |
VEL: a —_ NOOSA HEADS
I TO REVETMENT WALL RIGID KARORAL TO COMPLY :
: Sraeunorm | INU Norden
a STAINLESS STEEL TOPOFWALLRL1.05 | | = Engineering
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3 2 & 8 18 TO COMPLY WITH MEWS 0.94 SK = eo ee {_ care) Structural / Civil Design Engineers
s “Hohe en RRR Suto 16 Tewantn Plaza”
yee MLWS -0.28 meen | RR Poinclene Avenue / PO Box 208
at 18478 ; a ——— WA Tewartin Q 4565
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3 3 i af | | | | | DRAWN DATE
as | | | | g | $ ASHTON OCTOBER 2013
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: - 160) ) 3 160 ane / 1 | AS SHOWN Cone send
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FRAMING LAYOUT a FRONT ELEVATION WORKING DRG
re SIDE ELEVATION vs I WO
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1:50 — +
13/126-1
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