SUPERSEDED - Minor Change Existing Approval 132007 2399 02 · 132007.2399.02

               59.    A registered easement shall be created over the zone of influence of all sewers within the
                      subject site and over those parts of the subject site that are impacted upon by sewers on any
                      adjoining sites. The easements shall generally be parallel to and centred over the sewer
                      main and be equivalent in width to twice the depth to invert level of the sewer at the deepest
                      point within the allotment (measured from the finished surface) and be no less than 3.0m
                      wide overall. In this regard a licensed surveyor shall accurately locate all sewer mains and
                      determine the necessary width of the easement, which shall be shown on any plans
                      submitted for Operational Works / Building Works approval. To this extent the surveyor shall
                      certify that the sewer and the zone of influence is wholly contained within the easement to
                      be created.
                      In addition to this the Applicant’s Solicitor shall give Council’s Solicitor an appropriate
                      undertaking in writing that the Title Deed and the easement documents will be lodged at the
                      Land Titles Office and any additional Titles Office forms or requisitions requiring the consent
                      of Council will be attended to promptly.
                      A duly executed copy of the easement shall be submitted to Council for perusal prior to the
                      use commencing.
                      Any changes required by Council’s Solicitor must be corrected immediately.
               60.    A registered easement shall be created over any stormwater drainage discharge points from
                      the proposed Stages 1 or 2 to enable that Stage to discharge stormwater onto the golf course
                      parcel. Easements shall also be created if required to allow Council’s road reserve and the
                      golf course to discharge onto Stage 1 or 2.
               61.    Registered easements are to be provided on the Plan of Survey over all sewerage mains
                      within private property. Easements are to be equivalent in width to twice the depth to invert
                      level of the sewer at the deepest point within the allotment. Easements are to be provided
                      parallel to and centred over the sewer line, with a minimum width of 3.0 metres.
               62.    No building or other structure shall be constructed or encroach over an easement.
               63.    Any building or structure within proximity of an easement or any other public utility’s
                      underground services must have its foundations designed so that no surcharge loads are
                      imposed upon such underground infrastructure. Foundations must be taken down a
                      minimum of 1.0m below a line of influence measured 1.0m in the direction of the foundation
                      from the centreline of the closest underground service and along the natural angle of repose
                      of the foundation soil type(s).
                      Plans, and supportive documents, detailing these proposed foundations shall be designed
                      by a registered practicing Geotechnical Engineer and submitted with the application for a
                      Development Permit for Operational Works.
               Earthworks
               64.    A registered practicing Geotechnical Engineer shall test the existing ground conditions for
                      suitability of placing additional fill, prior to such fill being placed.
                      Filling works shall be restricted to the subject site itself, and the finished fill levels are to taper
                      to the level of the adjoining property prior to the rear boundary of the property. Batters shall
                      be at a maximum grade of 1:4 unless retained by a wall.
                      Any existing fill or natural materials on the site or with the extent of approved works external
                      to the site which do not satisfy the Manager - Land Development's or a Geotechnical
                      Engineer's requirements shall be removed and replaced with suitable material.
               65.    Following completion of the filling works and prior to endorsement of the Plan of Survey for
                      Stage 2, the registered practicing Geotechnical Engineer supervising the works shall submit
                      compaction tests across the entire filled areas and a site classification report for each lot
                      subject to filling. The extent of fill and each lot site classification shall be shown on a metes
                      and bounds survey plan.




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Document Set ID: 22620408
Version: 5, Version Date: 19/10/2023