Operational Works Application OPW21/0044 - DA Form 1 - Cover Letter - Plans - copy 15203 DA - 77 Shorehaven Dr Noosa Waters

                                                                                                                         . MAXIMUM RECORDED FLC
                                                                                                                  TOP OF WALL
                                                         DECK                                                     RL 1.0 AMD
                                                         RL 1.0 AMD


                                                                                                                         . MINIMUM WATER RL 0.44 A
                                                                                                              /




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                                                                                                         g             PILES:
                                                                                                         8
                                                                                                                       ALL PILES SHALL BE APPROVE
               ELEVATION 1                                                                                             AND TREATED TO HAZARD 6
                                                                                                                       ALL PILES SHALL BE INSTALLS
                                                                                                                       WITH AS 2159 - PILING CODE
              1:50

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                                                       1500 OVERALL

             CONCRETE RETAINING WALL                                      NOTE: DO NOT FIX



    c    /                             I   ■ s.'
                                                                      I / JETTY TO WALL

                                                                      V                                                                        4#
                                                                                                     /
             PROPERTY BOUNDARY
                                                                                                                                              'VT
                                                                                                                                              \/) i'3


                                                                                        PILES TO BE CLEAR OF STONE                              A' >*
                                                                                        PITCHING AND ASSOCIATED
                                                                                        GEOTEXILE FABRIC

                                                                                        DECKING:
                                                                                        38 x 125 F14 HWD
                                                                                        FIXED TO BEARERS
                                                                                        WITH TWO STAINLESS
                                                                                        STEEL SCREWS EACH END

                                                                                                   PILES:
                                                                                                   0 200 MIN TREATED
                                                                                                   HWD POLES




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                                                                                                                                                       £


                     FRAMING LAYOUT                                                                                                   \
                     1:50


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