Minor Change Existing Approval - 132002.220261.1 (As Published)

               4.     ASSESSMENT MANAGER CONDITIONS

               1.     Development undertaken in accordance with this approval must generally comply with the
                      approved plans of development. The approved plans are listed in the following table unless
                      otherwise amended by these conditions.

                        Plan No.       Rev.   Plan/Document Name                                       Date

                        S01            C3     Drawing Schedule & Transmittal                           21/07/2026
                                              Prepared by Long View Consulting Engineers

                        S02            C3     Structural Notes Sheet                                   21/07/2026
                                              Prepared by Long View Consulting Engineers

                        S03            C3     Site Plan, Framing Plan, Elevations                      21/07/2026
                                              Prepared by Long View Consulting Engineers

                        S04            C3     Jetty Framing Details Sheet 1                            21/07/2026
                                              Prepared by Long View Consulting Engineers

                        S05            C3     Jetty Framing Details Sheet 2                            21/07/2026
                                              Prepared by Long View Consulting Engineers

                        -              -      Embedment Repair Detail for Jacket/Seabed Seal           -
                                              Prepared by Long View Consulting Engineers

               2.     Structures should be designed and constructed such that they are free standing within the
                      waterway and are not connected to or behind the revetment wall.
               3.     Jetties should have a level-walking surface of R.L 1.000 A.H.D or be level with the top of the
                      revetment wall.
               4.     An adequate handrail shall be fitted on one side of the walkway.
               5.     No posts or vertical supports of the proposed jetty are to extend vertically from the structure
                      unless they provide support for the handrail.
               6.     No boatlifting devices are to be attached or moored at the jetty structure for the purpose of
                      elevating a vessel above the water without Council approval.
               7.     There shall be no electrical reticulation system carrying electricity in excess of 24 volts
                      beyond the revetment wall.
               8.     Rock scour protection, wrapped in geotextile, extends 3000mm from the face of the
                      revetment wall in this locality. Prio to driving piles, the rocks are to be removed to expose the
                      geotextile and the geotextile cut neatly to allow it to be turned back. During pile driving, care
                      is to be taken to ensure the geotextile is not damaged. At the completion of pile driving, the
                      fabric is to be turned down around the pile and the rocks replaced around the piles.
               9.     The jetty is to be used for private purposes only with no commercial operations to be
                      undertaken.
               10.    Boat repair activities will not be permitted on site.
               11.    Wastewater and sullage shall only be disposed of at approved pump out facilities.
               12.    The mooring facility shall not be utilised for live-aboard purposes.




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Document Set ID: 25212912
Version: 4, Version Date: 02/10/2026