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6. Volume 3 - Civil Engineering Services Report
Attached to the e-mail MCU16/0084 & OPW16/0157 Development Application - Landscaping Concept & Civil Engineering report (email 2 of 3).
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (IF COMMENTS
CODE ASSESSABLE)
maintenance inventory.
O9 Sewerage reticulation S9.1 Sewerage reticulation The proposed sewer property
infrastructure is constructed— infrastructure is constructed in connection will be constructed in
accordance with PSP6 – accordance with the SEQ Code.
a) in accordance with Engineering Design Standards
appropriate engineering — Water and Sewerage and
standards; and As Constructed data submitted
in accordance with PSP6 –
b) to minimise adverse
Engineering Design Standards
environmental impacts
— Water and Sewerage;
S9.2 Erosion and sediment control
measures are designed and
implemented in accordance
with the Institution of Engineers
Australia (Queensland Division)
Soil Erosion and Sediment
Control - Guidelines for
Queensland Construction
Sites.
O10 Sewerage reticulation No solution provided. Connection approval will be sought
infrastructure is proven to be with Unity Water.
suitable for its use prior to
Council accepting the
dedicated asset.
O11 Sewerage reticulation No solution provided. N/A
infrastructure is provided with
all supporting technical
documentation.
O12 Where buildings or other S12.1 The footing of any structure N/A
structures are developed or building is located clear of
adjacent to Council’s sewerage the zone of influence but no
reticulation infrastructure, closer than 1.5m (measured
satisfactory provision is made horizontally) from infrastructure
to protect the infrastructure including sewers, water mains
from physical damage and to and stormwater structures;
allow ongoing maintenance by
Council. S12.2 A registered easement in
favour of Council is created
over all underground
infrastructure located in private
property;
S12.3 The width of the easement is
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