Development Application part 2 of 2 plans - MCU13/0080

                                                                                    ~
3’May2013
18 Sunseekr Crose
                                                                                    the certifier
                                   Engineers Australia
                                   (Queensland Division) Soil
                                   Erosion and Sediment Control       -




                                   Guidelines for Queensland
                                   Construction Sites, are used.




Division 16   -

                   Existing Services Code



Specific Outcomes                  Probable Solutions                     Compliance
Table 14-54 Existing Services
Setbacks and easements             S1.1 The footing of any                The lot is completely clear of
01 Development near a sewer,       structure or building is located
                                                                          sewer   lines, water mains and
water main, stormwater drain,      clear of the zone of influence
                                                                          storm water structures. No
overland flow path or              but no closer than 1.5m
associated structure does not-                                            development proposed within
                                   (measured horizontally) from
                                                                          the zone of influence.
a) adversely affect the function   infrastructure including sewers,
of the service;                    water mains and stormwater
b) place an additional load on     structures;                            The proposal complies
the service; and                   AND
c) unduly increase future          S1.2 No building or structure
maintenance costs.                 overhangs the zone of
                                   influence;
                                   AND
                                   S1.3 Finished surface levels
                                   maintain a minimum of 600mm
                                   of cover, but no greater than 3m
                                   of cover to the underground
                                   infrastructure;
                                   AND
                                   S1.4 If the existing surface level
                                   is altered, surface level services
                                   including manholes and
                                   inspection points are altered to
                                   match the new surface level;
                                   AND
                                   S1.5 Alterations are constructed
                                   in accordance withPSP6        -




                                   Engineering Design
                                   Standards     -
                                                     Water and
                                   Sewerage and Section 4 of
                                   PSP5 -Engineering Design
                                   Standards Roads, Drainage
                                                 -




                                   and Earthworks;
                                   OR
                                   51.6 Existing services are
                                   relocated and the design and
                                   construction of the relocated
                                   services is in accordance with
                                   PSP6-
                                   Engineering Design Standards
                                   -
                                      Water and Sewerage and
                                   Section 4 of PSP5-


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