2 David Low Way - Attachment 5 - Traffic Engineering Report - TTM 10-8-17

Specific Outcomes                           Probable Solutions (if code assessable)                                           Response

O8 The layout of the development            S8.1 Parking bays, manoeuvring areas, queuing areas, loading, setdown and         Whilst not detailed in this application, ultimately the
provides adequate, clearly defined and      pickup areas and driveways are designed to the standards set out in the           parking areas will be designed in accordance with
easily accessible—                          Australian Standards for Off-street Carparking and Off-street Commercial          AS2890.1.
a) on-site vehicle parking and              Vehicles Parking.                                                                 No dedicated loading bay is required for this type and
manoeuvring areas; and                      AND                                                                               scale of development.
b) loading and manoeuvring areas for        S8.2 The number of loading bays is not less than the minimum number
delivery and service vehicles.              specified in Table 14-51.

O9 Parking areas are located where they     S9.1 Carparking areas are accessed from rear laneways where practicable.          Not applicable
will not unduly conflict with pedestrians
and will not dominate the streetscape.

O10 Provision is made for a reasonable      S10.1 Carparking spaces are provided for people with disabilities at the rate     Not applicable for a residential subdivision
number of on site carparking spaces         specified in the Australian Standards for Off-street Carparking.
identified and reserved for people with
disabilities.

O11 Access and egress points do not         S11.1 Vehicle manoeuvring areas are provided in accordance with Australian        All vehicles up to the size of a refuse collection vehicle will
impact on the safety and operations of      Standards for Off-street Carparking so vehicles enter and leave the site in a     enter the site in a forward gear, turn around on-site, and
the road system.                            forward gear.                                                                     depart the site in a forward gear.

                                            S12.1 At locations where pedestrian and vehicle conflicts are likely to occur –   Given the very low scale of the development, and the very
O12 Parking areas are designed to -         a) sight distances of at least 2.5 seconds of travel time at the designated       low pedestrian flows in the vicinity of the site, conflict
a) provide a progressive reduction in       speed are provided;                                                               between the two is unlikely to occur.
speed between the external road and         b) splayed corners on structures are incorporated;
internal parking spaces;                    c) landscaping is designed to allow clear views; and
b) ensure lower speeds near areas of high   d) sign placement ensures that sight distance requirements are not impeded.
pedestrian activity through the use of
appropriate road geometry or devices
designed to limit speed; and