Council archive · source document
Traffic Engineering Report part 1 · MCU18/0094
Attached to the e-mail Multiple Housing Type 4 Conventional - 4 units (Covering letter, DA Form 1, Eng Plans, Eng Report, Owners Consent, Planning Report , Traffic Report) - MCU18/0094.
Traffic Engineering Report – 1723 Garnet
Specific Outcomes Probable Solutions Assessment Response
14.112 General
O1 Vehicular access does not adversely S1.1 Vehicular access is located and O1 – Complies
impact on safety capacity and operations of designed in accordance with Vehicular access is designed in accordance
the existing or planned road network, the AS/NZS2890.1:2004; with AS2890.1, however location is not refer
proposed driveway, cycleways or pedestrian AND to commentary in Section 3.1 of this report;
pathway systems. S1.2 Only one footpath crossing is provided; Only one footpath crossing provided;
AND No issues with driveway grade
S1.3 Driveways, have a maximum grade in
accordance with Council’s standard
requirements
O2 Driveways and crossovers – S2.1 Design of the driveway across the O2 – Not verified
a) Are suitable and safe for their footpath is in accordance with Council’s Details of Driveways and crossovers to be
intended use; and Standard Drawing requirements as provided in engineering drawings
b) Match Council infrastructure appropriate for the particular type of
development as annotated on the drawings;
S2.2 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;
S2.3 The change in grades in the driveway
and ramps is in accordance with Council
Standard Drawing requirements
O3 In commercial zoned areas, the number S3.1 Design of multi-tenanted developments O3 – Not applicable
of driveways across pedestrian footpaths is in commercial zoned areas include shared
minimised driveways and parking areas;
AND
S3.2 Driveways are located so they abut
existing driveways of adjoining development
where practicable and reciprocal easements
are created to reduce the sealed driveway
width.
O4 Vehicular access does not adversely S4.1 Footpath and kerb crossings are O4 – Not verified
impact on the capacity, operations and located clear of existing stormwater inlet Details to be provided in engineering
maintenance of the existing infrastructure; structures, water and sewage infrastructure drawings
AND fittings, any other exiting utility infrastructure,
O5 Vehicular access does not adversely existing landscaping and vegetation.
impact on the health and integrity of existing S5.1 Vehicular access avoids disturbance to
landscaping or native vegetation, where the tree protection zone of trees on public
possible. land
O6 Driveway run-off is filtered prior to leaving S6.1 For – O6 - To be confirmed by other
the premises a) Ancillary dwelling unit, Multiple
housing Type2 if less than 5
carparking spaces, Visitor
accommodation Type 1 and Home-
based business Type 3 the driveway
is formed to drain to the landscaped
areas; and
b) For other uses – grease and oil
arrestors or stormwater quality
improvement devices are
incorporated into run-off exiting from
the premises
14.113 Carpark design and layout
O7 Sufficient carparking is provided to S7.1 The number of parking spaces and O7 – Complies
accommodate the number and type of loading bays is not less than the minimum The number of bays provided meets the
vehicles likely to be generated by the number specified in Table 14-51 Vehicle minimum number required to be provided.
development having regard to the specifics of Parking Requirements;
the use including
a) The type and intensity of land use;
b) Any existing parking available on the
site;
c) Hours of operation;
d) Likely number of users;
e) The peak parking demand periods of
uses on the site; and
f) The availability of alternative
carparking
O8 The layout of the development provides S8.1 Parking bays, manoeuvring areas, O8 – Complies
adequate, clearly defined and easily queuing areas, loading, setdown and pickup
accessible- areas and driveways are designed to the
a) On-site vehicle parking and standards set out in AS2890.1 and
manoeuvring areas; and AS2890.2.
b) Loading and manoeuvring areas for AND
delivery and service vehicles. S8.2 The number of loading bays is not less
than the minimum number specified in Table
14-51.
O9 Parking areas are located where they will S9.1 Carparking areas are accessed from O9 - Complies
not unduly conflict with pedestrians and will rear laneways where practicable.
not dominate the streetscape
O10 Provision is made for a reasonable S10.1 Carparking spaces are provided for O10 – Not applicable
number of on-site carparking spaces people with disabilities at the rate specified in
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