MCU16/0079 Town Planning Report

                                                                                                                                                                            Town Planning Report
                                                                                                                                                                                   “Undefined Use”
                                                                                                                                              Staged Extension & Refurbishment of Existing RSL Club
                                                                                                                                                                5 Memorial Ave, Tewantin QLD 4565
                                                                                                                                                           Lot 3 on T16319 and Lot 10 on SP273411

                                                        Erosion and Sediment Control - Guidelines for
                                                        Queensland Construction Sites, are used.




Existing Services Code (Division 16)

                                                                             Table 14-54 Existing Services
                           column 1                                                     column 2
                                                                                                                                                       Compliance
                      Specific Outcomes                                 Probable solutions (if code assessable)
Setbacks and easements                                       S1.1 The footing of any structure or building is located clear   Complies with the Specific Outcome – The site is subject
O1 Development near a sewer, water main, stormwater drain,   of the zone of influence but no closer than 1.5m (measured       to a sewer line. The development has proposed to upgrade
overland flow path or associated structure does not—         horizontally) from infrastructure including sewers, water        the sewer line and amend its location. As per Appendix D –
a) adversely affect the function of the service;             mains and stormwater structures; AND                             Sewer and Stormwater Plans, the development is proposed
b) place an additional load on the service; and              S1.2 No building or structure overhangs the zone of              in close proximity to the existing line.
c) unduly increase future maintenance costs.                 influence; AND
                                                             S1.3 Finished surface levels maintain a minimum of 600mm         It is proposed, the development will not impact on the zone of
                                                             of cover, but no greater than 3m of cover to the underground     influence and will ensure all footings to the building are
                                                             infrastructure; AND                                              sufficiently setback. It is proposed to building over the serwe
                                                             S1.4 If the existing surface level is altered, surface level     line for a port of the line. With the implementation and
                                                             services including manholes and inspection points are altered    upgrade of the line, it is considered this will not effect the
                                                             to match the new surface level; AND                              performance or life of the line.
                                                             S1.5 Alterations are constructed in accordance withPSP6 –
                                                             Engineering Design Standards — Water and Sewerage and            All earthworks proposed will maintain a 600mm cover over
                                                             Section 4 of PSP5 –Engineering Design Standards – Roads,         the line at all time.
                                                             Drainage and Earthworks; OR
                                                             S1.6 Existing services are relocated and the design and          The propped upgrade has been designed in accordance with
                                                             construction of the relocated services is in accordance with     PSP6 and the proposed development is not considered to
                                                             PSP6 –Engineering Design Standards — Water and                   place an addition load on the services provided.
                                                             Sewerage and Section 4 of PSP5 –Engineering Design
                                                             Standards – Roads, Drainage and Earthworks                       Overall it is considered the proposed upgrade and
                                                                                                                              development maintain the services provided for the area.




July 2016                                                                                                   Page | 37