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7. Volume 4 - Traffic Impac Assessment
Attached to the e-mail MCU16/0084 & OPW16/0157 Development Application - Traffic Impact Assessment & Stormwater Management Plan (email 3 of 3).
A.1 ENGINEERING WORKS CODE – DRIVEWAYS AND
CARPARKING CODE
SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
14. 113 General
O1 Vehicular access does not S1.1 Vehicular access is located O1 Complies
adversely impact on safety, and designed in accordance with
capacity and operations of the AUSTROADS-Guide to Traffic Refer to Traffic Report, prepared by
existing or planned road network, Engineering Practice requirements Lambert & Rehbein,
the proposed driveway, for sight distance and Section 3 of B16239TR001_revA.
cycleways or pedestrian pathway AS2890.1 Parking Facilities;
systems.
AND
S1.2 Only one footpath crossing is
provided;
AND
S1.3 Driveways, other than within
any setback have a maximum grade
in accordance with Section 3 of
AS/NZS 2890.1
O2 Driveways and crossovers— S2.1 Design of the driveway across O2 Complies
the footpath is in accordance with
a) are suitable and safe for their Council’s Standard Drawings 9002 The proposed access has been
intended use; and or 9005 as appropriate for the designed to accommodate the
particular type of development as swept path of a 19m B-Double and
b) match Council infrastructure. HRV design vehicles and more than
annotated on the drawings;
adequately accommodate the
AND quantum and turnover of vehicle
movements.
S2.2 Driveways are designed and
constructed in accordance with
Council Standard Drawings 9014,
9019, 9020, 9021, as appropriate
for the particular type of
development as annotated on the
drawings;
AND
S2.3 The change in grades in the
driveways and ramps is in
accordance with Section 3 of
AS2890.1 Parking Facilities
.
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