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7550A_Neptune Ct Jetty_Construction Issue · OPW19/0108
Attached to the e-mail Operational Works Application OPW19/0108 - DA Form 1, Plans - 4 Neptune Circuit Noosaville.
File: _C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 7550A-S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg Printed: 05 April 2019, 11:29 AM EXISTING 4600 8 50 REVETMENTWALL\ eee JETTY LOADING CRITERIA: | | a on i er — JETTY LIVE LOADS: = 2.0 kPa I \_ {I RK MOORED VESSEL (MAX.) | DO NOT FIX JETTY TO ——_—_ | B11! | LENGTH: . = 5.0m | REVETMENT WALL. || 1 | WEIGHT: = 1500 Kg. Ig il BERTHING VELOCITY: = 0.5m/ Second | | BOARD RACK TO DETAIL, ——~ ISl* | | BOAT LIFT Jin!!!) 8 BY OTHERS. =e |? . | LOT 337 HANDRAIL TO DETAIL. I il | NOTES: te | Q BA, | | 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE 3)2 AREA: 652m? gis r We SH SEABED DRIFT DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE > oO BI5 4 NEPTUNE CIRCUIT ale LATACETER ie iI | ANCHOR STRESS GRADE OF F14. 80 TO DETAIL 1 Is | iV \). BY OTHERS 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL | RP 863246 . Lowy ys jleoj-—-—-——— . COMPLY WITH THE ENVIRONMENTAL PROTECTION | lil ISIS! | 8 AGENCY'S OPERATIONAL POLICY - "BUILDING AND Lil Ls ENGINEERING STANDARDS FOR TIDAL WORKS", | | PROPRIETARY DIXON cer ee 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL ~ S.S. PLATFORM LADDER | BE APPROVED MARINE GRADE S16. ALL OTHER STEEL | BY OTHERS. Qs COUNCIL REGULATIONS. WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS | . | SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. 3/2 | 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED TIE | OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS | | | STEEL BAND. 4 | 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM | THESE DRAWINGS. | 3| 8 | | | “| ae FRAMING SCHEDULE OT ORT TTT BRT TT FIXED TO MANUF. SPEC. BEAMS: | B1 - 150.x 75 F14 HWD. BEARER, H6 TREATED. | B2 - 200x 75 F14 HWD. BEARER, H6 TREATED. JOISTS: | Jt = 150 x 75 F14 HWD. JOISTS AT 750 CRS, Hé6 TREATED. PIERS: | | P1 = - 200@ HWD. PIER, H6 TREATED. 9300 Se ee JETTY PLAN ALL EXPOSED TIMBER SHALL BE H6 TREATED. 1500 3000 | | 1:100 | _ _ 17.000 | | —_ 4 NOTE: | 301°30" == | RIGID HANDRAIL TO TOP OF WALL THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT | COMPLY WITH NOOSA RL 0.00 AHD EXCEED THE PILE DEPTH IN THE NATURAL GROUND. | COUNCIL REGULATIONS BOAT LIFT —— — — os BY OTHERS DO NOT FIX JETTY TO 8 REVETMENT WALL & RECORD FLOOD LEVEL 8 RL T.B.C. & [ DECK RLT.B.C. a \ 3300 _| 6000 | ta WATER, es ts See Se a gs als pees al epee Se eee 1 1 B.C. a - - - 4 a}; 0 ao. eB age ae PROPOSED JETTY — EXISTING JETTY o o o. D ll SEABE! e WALL REFER DETAILS FOR TO BE SEABED | 44 STONCRTHING DESIGN ELEMMENTS DEMOLISHED i] U 8 e 4 i I I I I H 5 ola ° I] u 6|o e|a lz H SIF i i U I 1 I Hoy U SITE PLAN U U LU U SCALE 1:200 JETTY FRONT ELEVATION JETTY SIDE ELEVATION 4:400 12190 CONSTRUCTION ISSUE wT, (Client rojer “Yb Gee | See Blak Moe “NOOSA JETTY BUILDERS "”” PROPOSED NEWJETTY |?" abe cocumert ane Syallrerain ABN 19 609 960 232 Address SITE PLAN FRAMING PLAN i "a eee eae = g eee CIRCUIT, NOosAVILLE | [Ns ocument may only be used lack PO BUN BORN Galles Novth GLO 4670 4 NEPTUNE CIRCUIT, NOOSA\}LLE AND JETTY ELEVATIONS 2 LOT 337 ON RP863246 comesioned and in meearcanes Drawn Drawing ‘Approved A! Date 05/04/19 é che Sues, M ore Tetphone (07 31 soe st lew? Aa CL, b/ anaemaas am . Ic1 [CONSTRUCTION ISSUE FM | FA |05104/19] SAVIN AND CHARMAINE SWART J {i commission, Unauthorised use Interne! www.blackm.com esigne sign / x Pa Eee peo " a Giz Description Reviewed|Approved| Date mistoeverls oneaGe meet t onetem lene | DS Drawing Farias 5 a L A3 NOT TO SCALE 7550A-S004 C1 J Extemal References: B&M-JETTY-TITLE-A3_e.dwg
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