Approved Plans - MCU22 0207 & OPW22 0314 · MCU22/0207

                                       JETTY NOTES
                NOTES                                                                                                                                                             FILL SIDE                        NON-FILL SIDE
                Design Wind Velocity 49 m/s
                Berthing Velocity and Hydraulic Loadings 0.75 m/s
                                                                      150 x 10 mm SS angle, 250 mm long                                                                                                                  Steel Column       LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                              LINDSAY CONSULTING PTY LTD




                Live Load - 2.0kPa to Deck
                                                                                                                                                                                                                                 NS
                                                                                                                                                                                                                                                               LTD

                All work shall be carried out in accordance with               with 4-M12 to bearer, 2-M16
                                                                                              to top of pile                                                                                                                                                                                RPEQ 4928
                the relevant Australian Standards                                                                                                                                                                                           OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118
                                                                                                                                                                               Uncontrolled Fill                                           THIS DRAWING REMAINS THE PROPERTY OF
                Timber                                                                                                               20 mm                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                     grout pad                                                                                               THE SOLE USE OF THE CLIENT. NO PART
                All Timberwork shall comply to AS1720 and be




                                                                                              1500 mm
                                                                                                                                                         Water level                                                                       MAY BE USED IN PART OR WHOLE WITHOUT




                                                                                               Under
                F14 hardwood durability 1 or CCA treated.                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF




                                                                                                                                                                                                                         1500 mm MIN
                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD
                Fasteners shall be Grade 304 Stainless Steel.                                                                                                                                                                              CLIENT AND PROJECT DESCRIPTION
                Concrete                                                           Pile reinforcement                             Dia 315                                                                                                   NOOSA OWN BUILD.
                                                                        6-Y20 for protected locations                                        Bed Level
                All Concrete work shall comply with AS3600               6-Y24 for exposed locations                                                                                                                                        PROPOSED ALTERATIONS
                Exposure Classification "C"                                                                                                                                                                                                 24 WESLEY COURT
                Minimum Concrete Strength - 50 MPa at 80 slump
                                                                                                                                                                Natural Surface                                                             NOOSA HEADS
                Poured, compacted and cured in accordance
                                                                                                                                   uPVC Permanent           (undisturbed ground)
                                                                                                                                   casing
                with the Australian Standard.
                30 mm minimum cover to all reinforcement                                                                                                                                                                                   DRAWING TITLE
                                                                                                                                                                                                                                            TYPICAL FOUNDATION




                                                                                                                                                                   300
                                                                                                                                                                         MIN
                with uPVC cover (i.e. piles)




                                                                                                                                                                                                                   150
                                                                                                                                                                                                                                            DETAILS




                                                                                                        3000 MIN
                Steel
                All Steelwork shall comply with AS4100 and shall be                                                                                                                                DIA 450 mm             150 SQ x 8mm     SCALES
                hot dipped galvanised.                                                                                                                                                                 MIN                Base plate
                All welds shall be 8 mm Fillet weld

                Alumimum                                                                                                                                                       TYPICAL MAIN POST PAD FOOTING DETAIL - PF1
                All Alumimum shall be in accordance with AS1664                                                                                                                                     Not to scale
                Alumimum shall be grade 6061 T6
                All welds shall be 4 mm fillet welds using                                  TYPICAL PILE CONNECTION DETAIL
                Alloy 5356 filler.                                                                                 Not to scale                                                                                                            SURVEY DATUM
                Provide 2 Layers of alcor between aluminum                                                                                                                                                                                  .
                and concrete surfaces.
                Provide 2 coats of zinc chromate between                                                                                                                                                                                   ASSOCIATED CONSULTANTS
                stainless steel and aluminium surfaces




                                                                                                                                                                                                                                          REVISION LIST
                                                                                                                                                                                                                                          A ORIGINAL ISSUE                                     28/08/19
                                                                                                                                                                                                                                          B REVISED                                            16/2/23
                                                                                                                                                                                                                                          C


                                                                                                                                                                                                            NOOSA COUNCIL
                                                                                                                                                                                                            APPROVED PLAN
                                                                                                                                                                                                         MCU22/0207 & OPW22/0314
                                                                                                                                                                                                              12 APRIL 2023
                                                                                                                                                                                                                                         Computer File
                                                                                                                                                                                                                                                                           220632FD.DWG
                                                                                                                                                                                                                                         DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                            22-0632-F4        4 B

Document Set ID: 22323024
Version: 1, Version Date: 27/02/2023