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001A7EB2.001

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EXCAVATE AS REQUIRED
                                                                                                                                          TO ENSURE     TE
                                                                                                                                          TO LOWEST TIMBER Le. HEADSTOCK nae
ee                           nN              A                 TOP OF REVETMENT WALL. 1.05                            sy - fe                                              —                                                              TOP OF REVETMENT WALL 1.05
                 Prin                               EE                             rr                       eusnNa coer SS Ft                                                                                       ia   cass   Goer
                   tet isidiaimia rh anni                       HAT 0.56                                                              Sa                   7S                          jn                    az tT
                                  imi      th   Art
       —_——                 i         iin nti                  MHWS 0.34      es cee                                                                                                                                sts    ina cisia         T_0.56
                                 TH                            MLWS -0.28                                                 I] SKS      CAGE     —_    —      +>                            i                                                MLWS -0.28
_——$——<—$——$                                                 ———                         a                                                                                                                       niin                          Os   —_—_——
                                                                BATTENS                                                                                                                                        Finan                          BATTENS
cr                 :                                            MWD FENDER                                                  ee     1  |        ——                                                                          1                        7
                                                                                                                                   1  |
                                                                                                                                   11 8                                   mS
                                                                                                                                   1]                                      \\er
                                                                                                                                     7                        If
                                                                         PILES                                                     1 |
                                                                         ALL PILES SHALL BE APPROVED 260 OD FRC                    1 |
                                                                         ALL PILES SHALL BE INSTALLED IN ACCORDANCE                LJ
                                                                         WITH AS 2159 - PILING CODE                                                                                                ME
                                                                                                                                                           Lt)                        1 §
                                                                                                                                                                                                            ri
                                                                                                                                   SIDE ELEVATION                                                                       el
                |  |        ! |                        | |                                                                         1:50                                             uJ                                                 \>   x

                                                                                                                                                                                                            | |                        I §
                                                                                                                                                                                                            u
                                                                                                                                                                                                                        LJ

                LJ         LJ              LJ          LJ
                                                                                                                                                                                                                                    tJ
                                                                                                      |            cman                 !
                        FRONT ELEVATION                                                                                                                                                                                      D & S FELDMAN
                        1:8                                                                                                                                                                                                  PROPOSED JETTY
                                                                                                                                                                                                                             LOT 202
                                                                                                                   125 x 38 HWO
                                                                                                                          TO                                                                                                 (No.21)
                                                                                                                  WITH 2/75 x Not4 8/8 SCREWS
                                                                                                                                                                                                                             COORAN COURT
                                                                                  78 x38 HWO          NA                              NA                                                                                     NOOSA HEADS
                                                                                  1/78 x Noi4 TYPE 17   pK                                         ONE M16 S/8
                                                                                                      XK                              NN
                                                                                  SCREWS @ 450 CRS                                                                                                   NOOSA SHIRE COUNCIL                     RABRINK PTY LTD T/A
                                                                                                                                                                                                    PLANS APPROVED                        John Norden
                                                 200 OO FRC PIPE                                                           ONE M16 8/3             Two Mite #8                                     SIGNATURE: Com   J L_                  & Associates
                                                                                                                 TWO 180 x 75 HWD                                                                           sae ae et anesensmenontenanseens
                                                                                                                                                                                                              1     cevendacnee
                                                                                                                                                                                                   DATE:          3107                         ACN 010 263 877
                                                  3-N12 SPIRAL TIE.                                                                                280 OO FRC.                                         se necaneccsevaneanacefnaccnal
                                                 PUMP PILE OF ALL WATER AND S&T, ETC.
                                                 TO BOTTOM      (AMEDIATELY FILL                                                                                                                                              A         PO BOX 205  PH 07 - 5449 7137
                                                   FULL HEIGHT WITH 32 MPa                                                                                                                                                               SUTE i6    FAX: 07 - 6449 7172
                                                                                                                                                                                                                                         TEWANTIN PLAZA
                                                                                                                                                                                                                                         POINC!.           -coMm.au
                                                                                                            SECTION/A \                                                                                                                  TEWANTIN 4568
                              PILE DETAIL                                                                                 ey                                                                                                ORAWH              DATE
                              1:10                                                                                                                                                                                               $8 ASHTON        JULY 2008
                                                                                                                                                                                                   Ne                                         | DE Ras
                                                                                                                                                                                                             a4 \r                            ed
                                                                                                                                                                                                        ule      i          ~ WORKINEORG |
                                                                                                                                                                                                              /  for:
                                                                                                                                                                                                                 3             06/148-2 |B”
                                                                                                                                                            oe

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