Development Application part 2 of 2 · OPW11/0409

                                                                                                                                               BERTHING:
                                                                                                                                               Maximum wet vessel length - 8.Om
                       49'0'                                                                                                                   Maximum wet vessel beam - 3,5x1




                                                                                                                                                                                FENDER RUBBER
    00
     0)            LOT 157                                                                                               CAST ALUMINIUM                                        FTO ALL SIDES
    m                                                                                                                    MOORING CLEATS
                  SP 143417
                                                                                          12728                                                                   5000                                                   12650




      LZ-038
     229'4Y-4(-)'                                                                                                                         0
                                                                                                                                          0
J
                                 22866                                                                                                    0
J                                                                                                                                         n
                                 22
                                                                                                                                                                                               0406 456kNm STEEL PILES


                                                                                                                                                                                                                                                                         I
    319'0'
                                                                                                                                                                                               WITH H.D.P.E. SLEEVES
                                                                                                                                                                                                                                                                              ^

        SITE PLAN &
        WATER ALLOCATION
        SCALE 1:500
                                                                                                                                     0
                                                                                                                                     0
                                                                                                                                     LO
                                                                                                                                                                1-1370

                                                                                                                                                                                                                                                                         Iw   ti
                                                                                                                                                                                                                                                                              a
                                                                                                                                                                                                                                                                              m
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                                                                                                                                                          0
                                                                                                                                                          0
                                                                                                                                                          rn               -NEW GANGWAY
                                                                                                                                                                                                                                                                              a
                                                                                                                                                                                                                                  EXISTING STONE WALL

                                                                                LAYOUT PLAN
                                                                                SCALE 1:100                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                              o
                                                                                                                                                                                                                                                                              Cl-
                                                                                                                                                                                                                                                                              W.
                                                                                                                                                                                                                                                                              C.


                                                                                                                                                                                                                                                                              C.
                                                                                                                                                                                                                           EXISTING BOAT RAMP                                 0
                                                                                                                                                                                                                                                                              I
                                                                                                                                                                                                                                                                              z
                                                                EXISTING DECK OVERHANG                                                                                                                                                                                        z
                                                                                                                                                                                                                                                                               C
                                                                                                                                                                                  EXISTING WALL - P.B                                                                         U
                                                                                                                                                                                                                                                                              C
                                                                                                                                                                                                                                                                              Z
                                                                                                                                                                                                                                                                              a
                                                                                                                                                                                                                                                                              5a
                                                                                                                                                     2900                                                       15150
                                                                                                                                                                                                                                                                              E




        Note:
        Existing structures shown
        in approximate position only.

                                                        THE MARINA SPECIALIST                                                                                                  Cl1ENT: DIRECTOR OF HARBOURS & MARINE fTf.E        SITE PLAN, LAYOUT                          1`-
                                               TRADING AS       ACN 010633119      2 INDUSTRL4L AVE               J" cardno                             ACN: 051 074 992
                                                                                                                                                                                       LOT 157 (2) RUSSELL ST                     & WATER ALLOCATION
                                                THE                                CALOUNDRA                                   Cnrono (ad) Ply LW
                                                                                                                                                    Ph (07) 3369 9822                  NOOSAVILLE
                                                                                   OLD. AUSTRALIA 4551   ltrd I. 5 Go,E e' Gore. Dillon 4064        For (07) 3369 9722                                               SCALE:                DATE.           DRAWING 640
                                                                                                         P.O. Bo. 368. Too.onq 4066.                                           PROJECT:                                   1:100    1:500           10/12/10 JSP-SJ-23890
R   E F/1',   'O''TCC!J VOVE') OUT 2m    JSP                4                      PHONE (07)5492 5925
                                                                     i. a FAX (07) 5492 6699             CHECKED:                              PLPZQ
                                                                                                                                                    Emil CodroOcardno.con GA
                                                                                                                                                               DATE                  PROPOSED PONTOON REPLACEMENT       DRAWN
                                                                                                                                                                                                                                                                         A
     DATE                 AMENDMENT                  S P 9 C I A L 1 5 T                                                   L•,^,^                /167          7.1.1/                                                                        MtIUUETRES          6