181002_25 Kauri St_Cooroy_B_Final · MCU18/0165

25 Kauri St, Cooroy                                                      360 Civil Consulting Pty Ltd




      4. Proposed Development
The proposed development layout is contained in Appendix A and includes 17 multiple
dwelling units. Vehicular access to the development site will be via two crossovers to Kauri
St and one crossover to Olivine St.

      5. Access
Access to the development site is proposed via two crossovers to Kauri St and one crossover
to Olivine St. The development site has over 220m of road frontage. The speed limit along
Kauri St and Olivine St is 50km/hr. None of the proposed crossover locations are within the
prohibited zone as stipulated in Figure 3.1 of AS2890.1. The provision of three access points
to the development site has the following benefits: -

         Reduced queuing when entering and exiting the site;
         Reduced internal movements past each unit due to residents being able to utilise the
          crossover closest to their unit;
         The 25m separation between the two Kauri St crossovers provides separation
          between the access locations and accommodates on-street parking on the eastern
          side of Kauri St; and
         The internal road layout and the crossover locations will enable direct entry and exit
          for Waste Collection Vehicles and service vehicles, ensuring that no on-site reversing
          of large vehicles occurs.

360 Civil Consulting believe that the provision of three crossover locations does not
adversely impact on the surrounding road network.

It is proposed that all crossovers be concrete construction and generally in accordance with
standard drawing IPWEA RS-051 (Type A) with grades that are compliant with AS2890.1 and
standard drawing IPWEA RS-050.

      6. Sight Distance Assessment

6.1       Available Sight Distance
A desktop analysis has been undertaken to assess the available sight distance from the three
access locations. The assessed sight distances are provided in Table 2.




2018068 – Engineering Services Report                                                   Page 4 of 18