Minor Change Existing Approval - 132002 220222 1 (As Published) · 132002.220222.1

               20.    Footpath improvements such as topsoiling, grassing, and tree planting are required to the
                      frontage of the site in accordance with Planning Scheme Policy PSP1 Landscaping
                      Guidelines. Grass shall be couch, free of weeds.
                      Stormwater Drainage
               21.    Stormwater drainage shall be collected on site and discharged generally in accordance with:-
                      21.1. Drawing number 871-SW-1, dated 13/09/02, by Construction Hydraulic Building
                            Services Engineers, and
                      21.2. The two single page reports headed Calculation of Stormwater Runoff and Rainfall
                            Absorption Pit Design, both prepared by Construction Hydraulic Building Services
                            Engineers (Job No 871).
                      Detailed plans however shall be prepared by a Registered Professional Civil Engineer and
                      submitted to Council prior to obtaining a Development Permit for Operational Works.
               22.    The maximum discharge of stormwater drainage allowable to Council’s street drainage
                      system at any one location is 25 litres/second.
               23.    All site stormwater drainage shall be by means of a gravity system.
               24.    Registered easements shall be created over the stormwater pipe proposed to run along the
                      northern boundary of the site, as this pipe benefits and burdens the individual lots.
                      The easements shall generally be parallel to and centred over the pipe and be at least 1.5
                      metres wide.
                      In this regard a duly executed copy of the easement shall be submitted to Council for perusal
                      prior to obtaining a Development Permit for Operational Works.
                      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.
                      Any changes required by Council’s Solicitor must be corrected immediately.
                      Sewer Mains
               25.    The site shall be connected to Council’s existing sewerage reticulation systems and be
                      constructed in accordance with Council’s standards and requirements at no cost to Council.
               26.    A registered easement shall be created over the existing sewer main that runs along the rear
                      boundary of the site. 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
                      3.0 metres wide.
                      In this regard a duly executed copy of the easement shall be submitted to Council for perusal
                      prior to obtaining a Development Permit for Operational Works.
                      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.
                      Any changes required by Council’s Solicitor must be corrected immediately.
               27.    No building or other structure shall be constructed or encroach over an easement. Any
                      building or structure within proximity of an easement or any other public utility’s underground
                      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 metre below
                      a line of influence measured 1 metre 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).


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Document Set ID: 25189544
Version: 6, Version Date: 23/09/2026