Council archive · source document
REC14/0007 & OPW14/0253 Report
Land Surveying Dynamics June 2014
AND
S5.3 The width of the easement is the
greater of 3m or the width of the zone of
influence;
AND
S5.4 The easement is centred over the
centreline of the infrastructure.
O6 Alignment of water supply infrastructure allows for easy S6.1 Infrastructure is designed and Complies.
access for the ongoing maintenance by Council. constructed on the preferred alignments in
accordance with PSP6 Engineering Design
Standards – Water and Sewerage.
O7 Any alterations or repairs to infrastructure as a result of S7.1 Any alterations or repair to infrastructure Not Applicable.
the development are made at no cost to Council. as a result of the development are completed
at the developer’s expense.
SEWERAGE RETICULATION
SPECIFIC OUTCOMES PROBABLE SOLUTIONS COMMENTS
Design and construction (water)
O8 Sewerage reticulation infrastructure— S8.1 Sewerage reticulation infrastructure is Complies.
a) meets the needs of the users; designed in accordance with PSP6 Existing sewer connections currently service Lots
b) is designed to be compatible with existing infrastructure; Engineering Design Standards – Water and 675 and 676. Lot 697 has an existing
and Sewerage. maintenance shaft. It is proposed to construct
c) is designed using materials that are suitable of the use, sewer reticulation main from the existing sewer
durable, easy to maintain and cost effective, taking into maintenance shaft to serve Lot 696. These will be
account the whole of life cycle cost and Council’s designed in accordance with the SEQ WS&S D&C
maintenance inventory. Code.
O9 Sewerage reticulation infrastructure is constructed— S9.1 Sewerage reticulation infrastructure is Complies.
a) in accordance with appropriate engineering standards; constructed in accordance with PSP6 – Sewer reticulation structure will be designed in
and Engineering Design Standards — Water and accordance with the SEQ WS&S D&C Code.
b) to minimise adverse environmental impacts Sewerage and As Constructed data
submitted in accordance with PSP6 –
Engineering Design Standards — Water and
Sewerage;
AND
S9.2 Erosion and sediment control measures
are designed and implemented in
Reconfiguring of a Lot – Three (3) into Four (4) Lots
8 Stevens Street, Sunshine Beach
RPD: Lots 675 and 697 on RP48111 and Lot 676 on SP125656 67
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