MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance

                                                                                                                                                                              Town Planning Report
                                                                                               28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive



A11 – Existing Services Code
The below code response has been prepared by Cardno HRP and Cardno Engineering. In addition to the Town Planning Report, reference should be made to the
Engineering Report (Appendix E) in reading this code response.
Table 14-54 – Existing Services
 Specific Outcome                                      Probable Solution                                                          Response
 Setbacks and easements
 O1     Development near a sewer, water main,         S1.1     The footing of any structure or building is located clear of the   R1.1 Complies
        stormwater drain, overland flow path or                zone of influence but no closer than 1.5m (measured                The development is adjacent to a drainage line (Covenant J).
        associated structure does not—                         horizontally) from infrastructure including sewers, water mains    Appropriate buffer distances will be maintained between the
        a) adversely affect the function of the                and stormwater structures;                                         development and this existing drainage line.
        service;                                               AND
        b) place an additional load on the service;   S1.2     No building or structure overhangs the zone of influence;          R1.2 Complies
        and
                                                               AND                                                                The development is adjacent to a drainage line (Covenant J).
        c) unduly increase future maintenance                                                                                     Appropriate buffer distances will be maintained between the
        costs.                                                                                                                    development and this existing drainage line.
                                                      S1.3     Finished surface levels maintain a minimum of 600mm of             R1.3 Complies
                                                               cover, but no greater than 3m of cover to the underground          The development is adjacent to a drainage line (Covenant J).
                                                               infrastructure;                                                    Appropriate buffer distances will be maintained between the
                                                               AND                                                                development and this existing drainage line.
                                                      S1.4     If the existing surface level is altered, surface level services   R1.4 Not Applicable
                                                               including manholes and inspection points are altered to match
                                                               the new surface level;
                                                               AND
                                                      S1.5     Alterations are constructed in accordance withPSP6 –               R1.5 Not Applicable
                                                               Engineering Design Standards — Water and Sewerage and
                                                               Section 4 of PSP5 –Engineering Design Standards – Roads,
                                                               Drainage and Earthworks;
                                                               OR
                                                      S1.6     Existing services are relocated and the design and                 R1.6 Not Applicable
                                                               construction of the relocated services is in accordance with
                                                               PSP6 –Engineering Design Standards — Water and
                                                               Sewerage and Section 4 of PSP5 –Engineering Design
                                                               Standards – Roads, Drainage and Earthworks.
 O2     Maintenance access is provided to all         S2.1     A registered easement in favour of Council is created over all     R2 Not Applicable
        sewers, watermains, stormwater drains,                 underground infrastructure located in private property;            Refer to Appendix E – Engineering Report.
        overland flow paths and associated                     AND
        structures.
                                                      S2.2     The width of the easement is the greater of 3m or the width of
                                                               the zone of influence;




December 2014                                                                        Cardno HRP                                                                                            A77