Development Application - Part 2 of 2 - Plans, Title Search and DTMR Letter - OPW13/0069

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      NOTES
      Design Wind Velocity 49m1s                               DESIGN CERTIFICATION
      Berthing Velocity and Hydraulic Loadings 0.75m1s         a)The works will be structurally adequate for
                                                               anticipated usage, and
      The pontoon is stable at all times. When a               b) The works will comply with all relevant codes-
      specified live load of 3.0 KPa is distributed over       including the EPA’s operational policy, Building                                                 70mm          Nylon
      half the width of the pontoon and over the               and engineering standards for tidal works.                                                       Roller
                                                                                                                                      It       127                            45
      walkway, there shall be no less than 75mm of                                                                                                        ~t
      reserve buoyancy and the bottom comer shall

      note emerge from the water with a maximum
      angle of tilt 15.The pontoon walkway is
      designed to bear a minimum distance of 500mm
                                                  .                       6/N16Fulllength
                                                                          (40cover)
                                                                                    "-...
                                                                                          /"\   _lo
                                                                                                                                      iU~’~
                                                                                                                                      ~~ ~
                                                                                                t~

                                                                                                       I
      from the edge of the pontoon.                                                                                                                                                       80
      All work shall be carried out in accordance with             R6@300crs                                                                                                       "IL           At
      the relevant Australian Standards.                                                                                                   PILE GUIDE ROLLER BRACKET
                                                                                                                                                               SCALE 1:2
      Concrete                                                      ’\l   MHWS RL 2.2m

      All Concrete work shall comply with AS3600
      Exposure Classification "CO
      Minimum Concrete Strength 50MPa at 80 slump.
                                     -
                                                                                                       ::JE

      Poured, compacted and cured in accordance                                                        g
      with the Australian Standard.                                                                    ~
      30mm minimum cover to all reinforcement
      with uPVC cover (i.e. piles)
                                                             Humes UPvc 400
      Aluminium
      All Aluminium shall be in accordance with AS1664
      Aluminium shall be grade 6061T6                                                                                                                             550
      All welds shall be 4mm fillet welds using                                                                                             ’r                                             1
                                                                                 ~ I~’C                                               50           104
      Alloy5356 filler.
      Provide 2 layers of alecr between aluminium
                                                                                                       c:
                                                                                                       ::I
                                                                                                                                                                                         ~
                                                                    Mass concrete t<?..._




                                                                                                                                      or &=s
                                                                                                       oS
      and concrete surfaces.
                                                                    base of pile                       .!!l
      Provide 2 coats of zinc chromate between
                                                                                                        ~
      stainless steel and aluminium surfaces.
                                                                                                       ~


                                                                                                                                                   .~.
      FlotaHon Units                                                                                   .!!l
      All units shall be solid polystyrene SL grade                                                    ~
      coated with 3mm polyrethane
                                                                                                       ~                              ~                                    315~
      Polyurethane Coating                                                                              E
      Shall be ICI instathane 300 applied to ICI spec. The
                                                                                                       ~
      marine protective impact resistance polyrethene
      wrapping is designed to form an impervious barrier                                    =
                                                                                                Jo     :::>                                                      -




      to water and marine organisms. It is suitable for a                                       let) T
      marine environment.                                                                 --J31r                                      <-

                                                                                                                                            PILE GUIDE ROLLER BRACKET
      COLOR                                                                                                                                                      SCAlE 1:2
                                                                                 TYPICAL RETAINING PILE
      Blue-Grey Carpet and silver frame
                                                                                          ELEVATION




                                                             No.            Description         Date          B & BELL                     APPROVED
      AAA Design & Development Pty Ltd                                                                                                                                                   PILE DETAILS
                                                                                                              8 NOOSA PARADE
      14 Parrot PI, Mt Creek, Old 4557
      Tel/Fax: (07)54936457
                                                                                                              NOOSA HEADS, OLD 4567        ~                      Project number     P049-01

      Mob:
      email:
               0422 039 247
               [email protected]
                                                                                                                                           ~                      Date

                                                                                                                                                                  Drawn by
                                                                                                                                                                              16-12-2012

                                                                                                                                                                                         L.L.a
                                                                                                                                                                                                      900-04
                                                                                                                                            ....~.....d....
                                                                                                              PROPOSED PONTOON
                                                                                                                                           """"’__                Checkedby              D.L.r   Scale@A3   1:100