OPW11/0043 Development Application part 2 of 2 plans 29 Wyuna Dr NOOSAVILLE

                                                                                                           HANDRAIL
                                                                                                           RIGID HANDRAIL TO COMPLY
                                                                                                           WITH COUNCIL REGULATIONS

 DO NOT FIX JETTY -
 TO REVETMENT WALL



                                                       GRADE WALKWAY EVENLY
                                                       FROM REVETMENT WALL
                                                       TO JETTY HEAD                                                                                  TOP OF WALL RL 1,05
                                                                                                                                      HEAD -
                                                                                                                                      RL +0.64        HAT +0.56
                                                                                                                                                      MHW +0.34




EXISTING REVETMENT
                                                                                                                                                      MLWS=0.28                                                          V-/
WALL




                            SIDE ELEVATION                                                                                                                                        II                        I I               ^ I
                                                                                            NB
                                                                                                                                                                                  II                        II                III
                                                                                            ALL SILT AND DEBRIS SHALL BE REMOVED
                                                                                            FROM FULL DEPTH OF PVC PIPE BEFORE                                                    II                        I I               I I
                                                                                            REINFORCEMENT IS PLACED AND PIPE
                                                                                            IS BACKFILLED WITH CONCRETE.
                                                                                                                                                                                  II                        I I               II
                                                             25 x 140 HWD DECKING
                                                                                                                                                 Li                               u                         u                 u
                                                             FIXED WITH TWO SIS TYPE 17
                                                             SCREWS TO STRINGERS




                                                                                                                                                                            FRONT ELEVATION

                                                                                                                                                                                                                         150 x 75 HIND JOISTS
                                                             ONE U16 VERTICALLY                                                                                                                                          0 750 NOM CRS
                                                             TYPICAL U.N.O.




                                                             75 x 75 x 5 STAINLESS STEEL ANGLE
                                                             1-116 STS TO HEADSTOCK
                                                             1-MiS 51S THROUGH PILE                                                                                                    SECTION /"C
                                                                                                                                                                                       130                     1




                      SECTION (A
                      1:0        1



                                                                                                                                                          G & A DULEY         -              RAINK PLTD T/A

                                                                                                                                                                                        John Norden
                                                                                                                                                          PROPOSED JETTY
                                 SNI6VERTMJLLLY                                                                                                           LOT                           & Associates
                                 RS SPIRAL TIE 0 300 PITCH
                                                                                                                                                                                                                                        CPEng. UIENN, RPEO.
                                 32 MPs GROUT                                                                                                             (No.29)                      SButdN I C" Design Enginsem

                                                                                                                                                          WYUNA DRIVE                  Subs 16 7ewentin Pleats'
                                                                                                                                                                                                                        WORKING DRG
                      PILE DETAIL                                                                                                                                                      Pohtlene Avon. I PO Bmc 206
                                                                                                                                                                                       Towenin 0 4565
                                                                                                                                                          NOOSA HEADS        JJ
                                                                                                                                                                                       Ph: 07 54497137 Fu: 0751497172
                                                                                                                                                                                       Em.E p_e0keenade.on.nel          10/162-2