Council archive · source document
Development Application - Part - 2 of 2 - Plan · OPW11/0414
Plans and drawings: the text below has words only, no drawings.
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SCRC CORRESPONDENCE Place barcode here B0434156 THIS IS THE FIRST PART OF A MULTIPLE PART RECORD Checklist \ Part_— Of _<_ (Please Circle) Application number: __ OP 1! | O4' T\&AM\BCS I[AM\INFORMATION MANAGEMENT\RECORDS MANAGEMENT Control of Records\EDRMS\Mutti Part me Sy
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— HANDRAIL: RIGID HANDRAIL TO COMPLY WITH COUNCIL REGULATIONS oh MAXIMUM RECORDED FLOOD LEVEL Ri 2.00 AHD oo ris : - RL 1.0 AHD 5) 1, UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE CLASS 1 OF MINIMUM WATER RL0.44 AHO A AND HAVE A MINIMUM STRESS GRADE OF F14 MIN. Pe et ate 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION JETTY USE: es L AGENCYS' OPERATIONAL POLICY - “BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS." SINGLE USER, PRIVATE Wek ae lI t 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER NO VEHICULAR ACCESS PITCHING | g 1 1 SEK OUALONS HANG, BOLTS, WAGNER, SCRENE, FEA, ETC, GULL. BE HOT OF FED GAL WNEEED - I I W 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY i I 1] | OR STAINLESS STEEL BAND. WALKWAY DECK VERTICAL HI r ‘ig I DESIGN LIVE LOAD - 2.0 kPa U I I 8 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS. u | u 1] SEAMOUNT QUAY MAXIMUM MOORED VESSEL - 5m SIDE ELEVATION 2 20000 BERTHING VELOCITY - 0.5 m/sec ose ORE 7 PILES: FRONT ELEVATION ALL PILES SHALL BE APPROVED wat = | HARDWOOD AND TREATED MIN TO HAZARD 6. ONE MIS 8S + ALL PILES SHALL BE INSTALLED senciieninnia IN ACCORDANCE WITH AS 2159 PLING CODE ; ar eae a 180x75 ee tne, u . 150x75|HEADSTOCK = ¢——+——1M16 S/S i P— sanags RECESS HEADSTOCK —+—— 9200 TREATED +——— 2200 TREATED eens - jBcas = eS | TRADING AS TYPICAL SECTION SPLICE JOINT DETAIL NOOSA JETTY 120 je BUILDERS ‘Sea bo ge Ucsnce No 723720 «x seiiaatines & LOT 107 R PO te Pere 7 cest0 1500 OVA TO REVETMENT WALL ae — 0417 749844 “4 ! | 900m2 q cy eee J. LIDDEL tae |prme ~~. | PROPOSED JETTY ie ed i \ |LOT 107 a5 ee (No.27) 25.1 140 F14 HMO FOED z SEAMOUNT QUAY _ NOOSA WATERS + RABRINK PTY LTD T/A oJ John Norden REAL PROPERTY & Associates DESCRIPTION Ni ACN 010 263 877 Structural / Civil Design Enginesrs RP 830228 enya PARISH WEYBA 20000 A Tewantin Q 4566 COUNTY MARCH Tee er Suara? Fax 07 54497172 OCTOBER 2011 Lia ~ FRAMING LAYOUT naam a Soa NN t a | 1-16 ? 12900 4100 OVA 3000 “ei a ae - y ft
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Development Application - Part - 2 of 2 - PlanRelated documentApplication case desk ↗
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