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MCU20/0132 & OPW20 0215_Approved Plan
Plans and drawings: the text below has words only, no drawings.
- APPROVED PLAN MCU20/0132 & OPW20/0215 NOOSA COUNCIL 7 JANUARY 2021 - [OCR of page images] Lot: 278 Lot: 27 RP: 839235 | RP: 839295 ale AREA 770 m* ! 11401 0.200 24°45 a 1500, NOOSA WATERS JETTY SITE PLAN 1:100 = Sa 000 RP: 839235 DECK EXISTING: REVETMENT WALL RL760m DO NOT FIX JETTY TO EXISTING REVETMENT WALL HANDRAIL TO DETAIL, RIGID HANDRAIL TO. COMPLY WITH NOOSA ‘COUNCIL REGULATIONS, ‘TREX COMPOSITE DECKING BY OTHERS FIXED TO MANUF. SPEC, 1200 4, JETTY FRAMING PLAN 4100 FRAMING SCHEDULE PIERS: Pt 2000 HWD. PIER, HS TREATED. BEAMS: Bi - 150x75 F14 HWD. BEARER, H6 TREATED. B2 - 200 x75 F14 HWD. BEARER, H6 TREATED. JOISTS: Jt +150 x 75 F14 HWD. JOISTS AT 450 CRS, HS TREATED. ALL EXPOSED TIMBER SHALL BE H6 TREATED. NOTES: UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY GLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14, UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH HE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS' ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED MARINE GRADE 316. ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. ‘TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS. ALL LEVELS SHOWN ARE APPROXIMATE ONLY. ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO ‘CONSTRUCTION WORKS. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA, FLOOD LEVEL RECORD FROM BOM DATA. JETTY LOADING CRITERIA: JETTY LIVE LOADS: 2.0 kPa MOORED VESSEL (MAX.) LENGTH 5.0m WEIGHT: = 1500 Kg. BERTHING VELOCITY: = 0.5m/Sec. HANDRAIL TO DETAIL. RIGID HANDRAIL TO. COMPLY WITH NOOSA COUNCIL REGULATIONS. DO NOT FIX JETTY TO EXISTING REVETMENT WALL TOP OF WALL RL 1.0m AHD RL O4ém AMD {| =| a 7 fF i EXISTING Ey Zz = it it REVETMENT WALL SEABI Vt H t SEABED i ud STONE PITCHING rt rt Le n it it APPROVED PLAN 3 I it gle be MCU20/0132 & OPW20/0215 ° i u SF rn NOOSA COUNCIL “ it it 7 JANUARY 2021 tt tt JETTY SIDE ELEVATION JETTY RIVER ELEVATION ~~ ~~ Ssmmame more ‘ASSOCIATED CONSULTANTS 7 PROIECT DRAWING THLE secon NOOSA JETTY BUILDERS Long View PROPOSED NEW JETTY SITE PLAN, FRAMING PLAN, ELEVATIONS {Tas Lon WeW CONSULTING Address: + 39 THE PENINSULA, NOOSAVILLE Eeanetas aber cuentas | &D 39 THE PENINSULAR, Consulting Engineers NAMED HEREIN, EXCLUSIVE, 6 NOOSAVILLE acer Mata Pry Lt Tis Lng View Cnetng Engrs DRAWN CHECKED: DATE ‘SCALE BAR DRAWING SCALES DRAWING SIZE fervor gurronri, | gp | 2 [ CONSTRUCTION ISSUE ca [FM LOT:277 Re: obataa Rest 7O Sox atn Comey XD 3 st FM 8/10/2020 “1100, 1:50 | At ORIGINAL tCrsccaurteoness | > [ + [CONSTRUCTION ISSUE co [Fm VAUGHAN WISHART Maki 625 cums DESIGNED | CHECKED RPEG/ Cen. | PROKCTNUMBER DRAWING NUMBER REVSION ss | No. | DESCRIPTION Rev. | App. Intemet_waswlongeweconsulng.comay FM, FM, 19951 20.001-008 S03
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