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2 David Low Way - Attachment 3 - Civil Engineering Assessment - Sheehy 10-8-17

Attached to the e-mail Reconfiguration of a Lot (1 lot into 6) - RAL17/0501.

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Castaways — 2 David Low Way, Castaways Beach
Civil Works, including drainage, earthworks, erosion and sediment
control, waste management and services

 

Column 1 Specific
Outcomes

column 2 Probable
solutions (if code
assessable)

 

$2.2 Driveways are designed
and constructed in
accordance with Council
Standard Drawing
requirements , as
appropriate for the
particular type of
development as annotated
on the drawings;

AND

$2.3 The change in grades in
the driveways and ramps is
in accordance with Council’s
Standard Drawing
requirements.

 

O8 The layout of the
development provides
adequate, clearly defined
and easily accessible—

a) on-site vehicle parking
and manoeuvring areas; and
b) loading and manoeuvring
areas for delivery and
service vehicles.

 

$8.1 Parking bays,
manoeuvring areas, queuing
areas, loading, setdown and
pickup areas and driveways
are designed to the
standards set out in the
Australian Standards for
Off-street Carparking and
Off-street Commercial
Vehicles Parking. AND

$8.2 The number of loading
bays is not less than the
minimum number specified
in Table 14-51.

 

Parking bays, loading,
setdown and pickup areas
are proposed within the
private property boundary
at the rate of % bay / lot.
Parking will be provided at
each individual property as
approved by Council.
Manoeuvring will be
accommodated at the
entrance to the access road
to enable service vehicles to
turn and to exit the
property in a forward
direction.

 

 

Division 14 — Earthworks Code

 

Table 14-52 - Earthworks

 

14,119 Effects of Works

 

Drainage
O1 Finished surface levels
ensure land is free draining.

 

 

$1.1 The finished surface
gradient of any filled or
excavated area is within the
range 0.5% to 1.5% and
drains to Council’s
stormwater infrastructure
where available or where
stormwater infrastructure is

 

The finished surface
gradient of any filled or
excavated area will be
designed within the range
0.5% (1:200) to 1.5% (1:66).
No suitable Council
stormwater infrastructure is
available adjacent to the

 

8| Page

2/06/2017

 
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