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G - Engineering Code Assessment
1.0 EXISTING SERVICES CODE
Performance Outcomes Acceptable Outcomes response
PO1 S1.1 The footing of any S1.1. Complies. Development
structure or building is located is generally within QDC
Development near a sewer, clear of the zone of influence property setbacks and ~4.5m
water main, stormwater drain, but no closer than 1.5m from sewer at rear of property.
overland flow path or (measured horizontally) from
associated structure does infrastructure including
not— sewers, water mains and
S1.2, S1.3, S1.4, S1.5 and
stormwater structures; AND
a) adversely affect the function S1.6 – complies see above
of the service; S1.2 No building or structure
overhangs the zone of
b) place an additional load on
influence; AND
the service; and
S1.3 Finished surface levels
c) unduly increase future
maintain a minimum of 600mm
maintenance costs.
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 with
Section 4 of PSP5 –
Engineering Design Standards
– Roads, Drainage and
Earthworks and applicable
water and sewerage design
standards; OR
S1.6 Existing services are
relocated and the design and
construction of the relocated
services is in accordance with
Section 4 of PSP5 –
Engineering Design Standards
– Roads, Drainage and
Earthworks and applicable
water and sewerage design
standards.
PO2 S2.1 For trunk infrastructure a Complies
registered easement in favour
Maintenance access is of Council is created over all Easement requirements shall
provided to all sewers, water underground infrastructure be in accordance with a future
mains, stormwater drains, Connection Approval to be
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