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RFI - Attachment C - Civil Engineering Report
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EARTHWORKS CODE
Performance Criteria and Acceptable Solution
Hofmann Drive Medical Centre
1 August 2018
Issue A
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES RESPONSE
Drainage
PO1 AO1 RO1
Finished surface levels ensure land is free draining. The finished surface gradient of any filled or excavated Complies – The proposed finished surface levels will be
area is within the range 0.5% to 1.5% and drains to graded between 0.5% and 1.5% and will connect to existing
Council’s stormwater infrastructure where available or internal stormwater infrastructure.
where stormwater infrastructure is not available, toward
the street.
Hydraulics
PO2 AO2 RO2
Any change to the level of the land does not have an No solution provided. Not applicable – The site is not subject to flooding from any
adverse flooding impact on the flooding and drainage sources.
characteristics off-site.
Geotechnical considerations
PO3 AO3.1 RO3.1
Earthworks do not result in geotechnical instability on the Filling works are undertaken in accordance with Section Complies – The proposed earthworks will be undertaken in
premises or nearby premises. 2.8- Filling of Site of Council’s PSP5 - Engineering Design accordance with Section 2.8- Filling of Site of Council’s
Standards- Roads and Drainage & Earthworks PSP5 - Engineering Design Standards- Roads and Drainage
& Earthworks.
AND
AO3.2 RO3.2
Where the filling is for residential commercial or industrial Complies – The proposed earthworks will be undertaken in
purposes the works comply with Australian Standard - accordance with Australian Standard – Guidelines for
Guidelines for earthworks on commercial & residential earthworks on commercial and residential development.
development.
l:\7000-7999\7700-7799\7700\codes\01-08-18 earthworks code.docx
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