Representations for Negotiated Decision · OPW12/0534

                                                                                                        MAXIMUM RECORDED FLOOD lEVEL Rl2.00 AHD
                                                                                               ------------


                                                                                               TOP OF WALL                                                                                                                                                          TOP OF WALl:
                                                                                               RL 1.0AHD                                                                                     DECK                                                                   Rl1.0AHD
                                                DECK
                                                Rl1.0AHD                                                                                                                                     RL 1.0AHD



                                                                                                        MINIMUM WATER RL 0.44 AHD
                                                                                               ----------




                                                                                                    PILES:
                                                                                                    ALL PILES SHALL BE APPROVED
                                                                                                    HARDWOOD AND TREATED
                                                                                                    TO HAZARD 6.
                                                                                                    ALL PILES SHALL BE INSTALLED                                                                                                           II                      ~
                                                                                                    IN ACCORDANCE WITH AS 2159
                                                                                                    PILING CODE                                                                                                                           I I
                                                                                                                                                                                                                                ~
                                                                                                                                                                                                                                           II
                                                                                                                                                  PLACE
                                                                                                                                    LEESIOE                               II                     ~
                                                                                                                                                                                                 ’"                                        II
                                                                                                                                      11SS8                           I
FRONT ELEVATION                                                                                                                       zeg’3Il’                            II                                                               u
                                                                                                                                                                  II ~
1:60                                                                                                                                                                      II
                                                                                 JETIYUSE:
                                                                                                                                                                  II      II
                               15000lA
                                                                                 SINGLE USER. PRIVATE
                                                                                 NO VEHICULAR ACCESS
                                                                                                                                                                  II      u                                 SIDE ELEVATION
                                                 l
                                                1
                ....           .
                                ..1.   ~
                                           ..
                                                                                                                                                                  II                                        1:60



                       ~-I-l                                                     WALKWAY DECK VERTICAL
                                                                                 DESIGN LIVE LOAD2.0 kPa
                                                                                                                                                                  u


                T150X~5
                                                                                                    -
                                                ’
                                                                 PERTY
                               ~.
                                                              BOUNDARY


                     I                           I
                                                        PILES TO BI1 CLEAR
                                                        OF STONE PITCHING
                                                        .~,-                     MAXIMUM MOORED VESSEl- 5m                                                                                                                          150 x 75 STRINGER
                                                                                                                                                                                                                                                        TRADING AS




                  ~:II ~ I II:~
                                                                                 BERTHING VELOCITY 0.5 mlsec
                                                                                                        -


       ~
                                                                                                                                                                                                                                    1/M16S1S
                                                                                                                                                                                                                                                        NOOSAJETIY
       I                                                                                                                                                                                                                            1/M16S1S
                                                                                                                                                                                                                                                        BUILDERS
                                   ’




                       f’                       ’I                                                                                                                                       REceSS HEADSTOCK                               TREATED
                                                                                                                                                                                                                                                        Llcan No 723720




                +JX7.1
                                                          PILES:                                                                                                                         & STRINGERS
                                                            200MIN
                                                                                                                                      LOT 48                                             25 NOM INTO PILE
                                                                                                                                                                                                                                    HWDPlLE             ASN 55099036 736
                                                                                                                                                                                                                                                        28 Sunset Drive      Fax IJ1 54554762
                                                          TREATEO HIND                                                                                                                                                                                                     Mobile 0408 137526
                                                                                                                                                                                                                                                        Noaaa Head8
                                                                                                                                                                                                                                                        Old 4567                 0417749644
                                                                                                                                      917m2
                                                         DECKING:                                                                                                                                                                                       G & V BERGIN
                                                         25 x 140 F14 HWD                                                                                                      TYPICAL SECTION
                                                         SCREWEO TO BEARERS                                                                                                                                                                             PROPOSED JETTY
                           ,
       ~                                                                                                                                                                       1:20
                                                ’L                                                                                                                                                                                                      LOT 48
       ~   ~
           8
           51
                  12[00>111                                    HANDRAIL:
                                                               RIGID HANDRAIL TO COMPLY
                                                               WITH COUNCIL REGULATIONS
                                                                                                                                                                               NOTES:

                                                                                                                                                                               1. UNLESS NOTED OTHERWISE ALL TIMBER SHAll BE DURABIUTY ClASS 1
                                                                                                                                                                                                                                                        (No7)
                                                                                                                                                                                                                                                        LEESIDE PLACE
                Jl_~_J__   ,                    ,
                                                                                                                                                                               OF APPROVED SPeCIES AN)HAVE A STRESS GRAOE OF F14 MIN.

                                                                                                                                                                               2. UNlESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WtTH
                                                                                                                                                                               THE ENVIRONMENTAL PROTECTION AGENCY$’OPERAllONAL POLICY.
                                                                                                                                                                               "BUILDING AND ENGINEERING STANDARDS FOR T1DAL WORKS’,
                                                                                                                                                                                                                                                        NOOSA WATERS
                                                                                                                                                                                                                                                                               RABRIl’iK PlY LID T/A



                 ~:II ~I II:~                   ’
                                                                     100 x 100 x 10ALUMINIUM                                                        1500
                                                                                                                                                              10000
                                                                                                                                                                               3. ALL STAINLESS STEEL BOLTS, RODS. ETC.. SHAlL BE APPROVED MARINE
                                                                                                                                                                               GRADE 316, All OTHER STEELWORK INClUDING NUTS,BOLTS.WASHERS,
                                                                                                                                                                               SCREWS,NAILS, ETC.. SHALL BE HOT DIPPED GAlVANISED OR STAINLESS
                                                                                                                                                                               STEEL
                                                                                                                                                                                                                                                          JI & Associates   John Norden


       I          !!           !!                I!!                 ANGLE BRACKET                                                                  O/A



                       II,I I                                        1!M16 SlS TO HEADSTOCK
                                                                     1/M16 SIS TO STRINGER
                                                                                                                                                                               4. TOP OF Piles SHALL BE SEALED AND FULLY CAP fLASHED OR RINGED.


                                                                                                                                                                               5. DIMENSIONS AND lEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                          .                       ACIII 010 263 877

                                                                                                                                                                                                                                                                           SIN_IItMl Design Eng.....,.

                                   ,            ,

                                                                                                                                      11451                                                                                                                                SuIIe 16 ’TewanUn Plaza"
                                                                                                                                      95’’Z
                                                                                                                                                                                                                                                          A                Polncfana AVllnue 1 PO Box 205




                --t                 c                  _’00x~
                                                                     -+                          ’t-~                                                                                        REAL PROPERTY
                                                                                                                                                                                                                                                          ~!!!I
                                                                                                                                                                                                                                                                           Tewantln Q 4565

                                                                                                                                                                                                                                                                           Ph:0754497137 Fax:1J154497172




                ~: ~1’00X75_:-i_
                                                                                                                                                                                                                                                                           ErnaJI:[email protected],n
                                                                                                                                                                                             DESCRIPTION
                                                                                                                                              ~            PROPOSED                          lOT 48                                                                               DATE

                                                                                                        ~~                                    8


       ~        +4W-X75~’=t~
                                                                                                        ....,                                 ~
                                                                                                                                                           JETIY                             RP839221
                                                                                                                                                                                             PARISH WEYBA
                                                                                                                                                                                             COUNTY MARCH              ~                                        SASHTON




                                                                                                                                                                                                                                                                AS SHOWN
                                                                                                                                                                                                                                                                                  DESIGNED

                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                          DECEMBER 2012




                                                                                                                                                                                                                                                                                          .   .   .   .   .




                                                                                                                150                                                                                                                                                                       ,
                                                                                                                                                                                                                                                                                              MIEAust, RPEO.




                       l                                           7000O/A
                                                                                                                L                                                                        SITE PLAN                                                              WORKINGDRG
                       1                                                                                    1
                                                                                                                                                                                         1:200                                                               NO.

                       FRAMING LAYOUT 1:50                                                                                                                                                                                                                         12/149-1                                   A