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Development Application Part 2 of 2 - Plans 222 Gympie Terrace Noosaville · OPW10/2110
Plans and drawings: the text below has words only, no drawings.
X r | Pit Cc NOOSA RIVER —fom_ . WEST ELEVATION 17400 8416 BARS TO WITHIN 200 OF BOTTOM OF PALE. RO SPIRAL TIE @ 200 PITCH 500 MINIMUM CHAMETER UV RESESTANT PVC BRE CADING POUNDING 4.0 METRE BELOW CLEAN THOIOE OF PMC CASING OF ALL. BAND TYPICAL PILE 20 PONTOONS PONTOONS AND HEAVY DUTY PILING BRACKETS SHALL BE DETAILED AND CERTIFIED BY EZ-DOCK FOR ALL REQUIRED DESIGN LOADS INCLUDING 3.0kPa UNIFORM IMPOSED LOAD; 3.0kPa IMPOSED LOAD OVER HALF THE WIDTH; 4.5kN CONCENTRATED LOADS AND IMPACT LOADS ‘O' BOATS PROPOSED EXTENSIONS No.222 GYMPIE TERRACE NOOSAVILLE RABEUNK PTY LTD T/A dohn Norden ACH 010 253 877 Ssarestarel | Cova Custgn Regiasere Sie 0 Towns Puce” ‘Puinctane Averes / PO Box 205 ‘Tewar@n (2 4886 Ore OF B4MUTIST Fax OF B4G7172 Emel: p_Uxipremodecn net ORAWA CATE 8 ASHTON OCTOBER 2009 a>, a ee A i i : i ' t 4 oe ce ee a & Associates | WORKING DRG} = “"09/161-1 [=F -
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