2019-01-14 General Committee Agenda - Attachment 2 to Item 1 - Amended Court Approval

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                  Photograph 2 — View looking west from Access

 The access driveway location has been reviewed with consideration to the number
 of vehicles accessing the site. The existing driveway has been operating adequately
 for many years. The proposal meets the requirement for access driveway location in
 accordance with Clause 3.2.3 and Figure 3.1 of AS2890.1:2004. Given the good sight
 visibility, low traffic volumes and the existing local driver awareness of this access, it
 is considered appropriate to retain the driveway in its current location.
 The driveway has been assessed in regard to operational performance. According to
 Austroads Guide to Traffic Management Part 3 — Traffic Studies and Analysis, Table
 6.1, “At unsignalised intersections with minor roads where there are relatively low
 volumes of cross and turning traffic, capacity considerations are usually not
 significant and capacity analysis is unnecessary”. Table 2 below shows the volumes
 where intersections operate adequately and capacity analysis is not required.
                             Roadway Capacity
                  Type of Road        Light cross & turning volumes
                                     Maximum design hour volumes
                                       Vehicles per hour (two way)
             |Twolanemajorroad| 400 | 500 | 650 |

 The traffic volumes for Cooroy Mountain Road are 500 vehicles per day with less
 than 100 vehicles in the peak hour past the subject site.

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 13492 Cooroy Mtn Spring Water Access                                    Page 3 of 4
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