Development Application Part 2 of 2 · OPW12/0125

                                                                                                                                                                                                                                                                   125




                    ~t<t                                                      Development Counter                                                                                                                                                                -ft
                                                                                                                                                                                                                         150 x 75 STRINGER
                   "           ~
                  4:-
                 Q
                        ..’$;.J’                                                    30 MAY 2012
                                                                                                                                                                                                                         l1M18S/S

                                                                                                                                                                                                                         l1M18S/S
                                                                                                                !j:                                                                                                                                                              l-M18S/S

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                                                                                                           ’:: J ~’L:
                                                                                                          ’.
                                                                                                                                                                                                                                                                                 EACH BEARER


           ~                                                                       Tewantin                    ’1
                                                                                                                    .



                                                                                                                                                                             RECESS HEADSTOCK
                                                                                                                                                                             & STRINGERS
                                                                                                                                                                                                                               TREATED
                                                                                                                                                                                                                          HIND PILE
                                                                                                                                                                                                                                                                                 0200 TREATED
                                                                                                                                                                                                                                                                                 HIND PILE

      ~~.Ii}                                                                                                                .._,
                                                                                                                                                                             25 NOM INTO PILE


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",,~oQ;                                                                                                                                                            TYPICAL SECTION
                                                                                                                                                                   1:20
                                                                                                                                                                                                                                             SPLICE JOINT DETAIL
                                                                                                                                                                                                                                             1:20
                                                                                                                                                                                                                                                                 HANDRAIL:
                                                                                                                                                                                                                                                                 RIGID HANDRAIL TO COMPLY
                                           LOT 453                                                                                                                                                                                                               WITH COUNCIL REGUITIONS
                                                                                  JETIYUSE:
                                                                                                                                   _     _         _      _
                                                                                                                                                                          _~RE~~~~~                                                 __




                                           888m2
                                                                                  SINGLE USER, PRIVATE
                                                                                                                                                        DECK
                                                                                  NO VEHICULAR ACCESS                                                   RL 1.0AtlD


                                                                                                                                                                          _Ml~W~.~_
                                                                                                                                                                                                                                                                                                   -EXISTING
                                                                                  WALIW’JAY DECK VERTICAL                                                                                                                                                                               \I        REVETMENT
                                                                                  DESIGN LIVE LOAD 2.0 kPa
                                                                                                  -
                                                                                                                                                                                                                                                                                         \_ STONE WAlL
                                                                                                                                                                                                                                                                                                PITCHlNO



                                                                                  MAXIMUM MOORED VESSEL 5m              -




                                                                                  BERTHING VELOCITY 0.5 mlsec
                                                                                                      -




                                                                                                                                                   II    II
                                                                                                                                                   II    II
                                                                                  PILES:                                                  I        II    II
                                                                                  ALL PILES SHALL BE APPROVED                                      II    II
                                                                                  HARDWOOD AND TREATED                                             II    II
                                                                                  TO HAZARD 6.                                                     u     u                                                                     SIDE ELEVATION                            1:100

                                                                                  ALL PILES SHALL BE INSTALLED
                                                                                  IN ACCORDANCE WITH AS 2159                                       FRONT ELEVATION                                 1:100

                                                                                  PILING CODE
                                                                                                                                                                                                                                                                    JETIYUSE:
                                                                                                 ..,--’                                                                                                                                                             SINGLE USER, PRIVATE
                                                                                                                                                                                                               PILES:
                                                                                                                                                                                                                                                                    NO VEHICULAR ACCESS
                                                                                                                                                                                                               ALL PILES SHALL BE APPROVED
                                                                                                                                                                                                               HARDWOOD AND TREATED
                                                                                                                                                                                                               TO HAZARD 6.
                                                                                                                                                                                                               ALL PILES SHALL BE INSTALLED                         WALIW’JAY DECK VERTICAL
                                             ;-                I                                                                                                           DECKING:
                                                                                                                                                                                                               IN ACCORDANCE WITH AS 2159                           DESIGN LNE LOAD.2.0 kPa
                                             q                                                                                                                             25x 140Fl<4 HWD FIXED               PILING CODE
                                                                                                                                                                           TO B   RERS WITH TWO
                                                                                                                                                                           STAINlESS 8TEEL
                                                                                                                                                                           SCREWS EACH END                                                                          MAXIMUM MOORED VESSEL                  -
                                                                                                                                                                                                                                                                                                               5m
                                                                                                                                   ~                                                                                                                                BERTHING VELOCITY            -
                                                                                                                                                                                                                                                                                                     0.5 m/sec




           REAL PROPERTY
                                                                                                                                   I          fA
                                                                                                                                              _
                                                                                                                                                   1,II ’,~I-HANDRAIL:
                                                                                                                                                             I!!           RIGID HANDRAIL
                                                                                                                                                                           TO COMPLY WITH
                                                                                                                                                                           """"-_..-                       -NOTES:

                                                                                                                                                                                                               1. UNLESS NOTED O’!liERWIIe AlL TlMSER SHAlL BE DURABILITY ClASS 1
                                                                                                                                                                                                               OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF Fl.MIN.
           DESCRIPTION
                                                                                                                                                                           PILES:
           LOT 453                                                                                                                                                                                             2. UNLESS NOTED O’!liERWltE AlL CONSTRUCTION SHAll COMPLY WITH

           RP868304
                                                                                                                                                                           =~n:D                               ’!liE ENVIRONMENTAL PRoTl!C11ON AGENCYS’ OPERATIONAl POlICY."BUILDING
                                                                                                                                                                                                               AND ENGINEERING STANDARl>S FOR TIDAL WORKS.’
           PARISH WEYBA
           COUNTY MARCH
                                                                                                                                              ~
                                                                                                                                              ~
                                                                                                                                                   I~J                                                         3. ALL STAINLESS STEEL BOL’rS. RODS.ETC.SHALl BE APPROVED MARINE
                                                                                                                                                                                                               GRADE 318. ALL OlliER STEliLWORK INCLUDING NlJTS. BOLTS,WASHERS,
                                                                                                                                                   ,

                                                                                                                                                        ..
                                                                                                                                                                                                               SCREWS,NAILS. ETC.,SHALl~HOT DIPPED GALVANISED OR STAINLESS STeEL.

                                                                                                                                                                                                               4. TOP OF PILES SHALl BE SEALED AND FULlY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                               AN ALUMINIUM ALLOY OR STAINlESS STEEl BAND.




           g)
                                                                                                                                                                                                               5. DIMENSIONS AND LEVELl SHALL NOT BE SCALED FROM ’!liE DRAWINGS,
                                                                   PROPOSED
                                                                   JETTY
                                                                                                                                       FRAMING LAYOUT 1:100
                                                                                                                                                                                                                                                                   DRAWN                    DATE
                                                                                                                                                                          PILE-IT PTY LTO                                             RABR1NK PlY LTD T/A
                                                                                                               R. THOMPSON
           SITE PLAN               1:200
                                                                                                               PROPOSED JETTY
                                                                                                                                                                          TRAOINGAS

                                                                                                                                                                          NOOSAJETTY
                                                                                                                                                                                                                 .;JJ &John Norden
                                                                                                                                                                                                                         Associates                                SCALE
                                                                                                                                                                                                                                                                           SASHTON                 MAY 2012


                                                                                                                                                                                                                                                                                            DESIGNED


                                                 b500~k 3OOO.08l                                               LOT 453                                                    BUILDERS
                                                                                                                                                                                                                 .                       ACN 010 263 sn
                                                                                                                                                                                                                                                                            AS SHOWN        .   .......




                                                                                                                                                                                                                                                                                            CPEng, MIEAuaL RPEQ.
                                              ’1’1     ’I     ’I                                                                                                                                                                 SIrucIunII CIvI OM.englrMra       ISIUE
                                                                                                               No:-&?>~ 1hz__ Pen~
                                                                                                                                                                          LJcence No 728720

                                                                                                                                                                          ABN 58 099 038 73e                                     Suite 181’ewan1In PItza’                  WORKING DRG
                                                                                                                SHOR llAVE 4 DRIVE
                                                                                                                                                                          PO Box 299
                                                                                                                                                                          Nooea\4Ile
                                                                                                                                                                          QId <4588
                                                                                                                                                                                          PM’ax 07541<13480
                                                                                                                                                                                          MollIe 0408 137525
                                                                                                                                                                                                 0<417748844
                                                                                                                                                                                                                 A               PoincIana Avenue I PO Box 205
                                                                                                                                                                                                                                 Tewan1ln Q 4565

                                                                                                                                                                                                                                 Ph:07604487137 Fax:0764491172
                                                                                                                                                                                                                                                                   DRONO.                                  AIIINOMINT

                                                                                                                NOOSAVILLE                                                                                                       ErneR:[email protected]                  12/71-1