Council archive · source document
Appendix H Traffic Impact Assessment · RAL25/0004
Very large file (13.3 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
Figure 3: Existing Elm St / Lake MacDonald Dr intersection
Lake MacDonald Drive has a sign posted speed limit of 60km/h. There is an existing pedestrian path
along the northern side of the road, that links to the existing pathway system at Elm Street.
The existing Lake MacDonald Drive / Dianella Ct / Wilgee Ct intersection has a basic configuration
without turn lanes in Lake MacDonald Drive. There have been two recorded accidents at the intersection
as follows:
(a) September 2017 – Multi vehicle accident requiring medical attention, involving a vehicle travelling
along Lake MacDonald Drive colliding with the rear of vehicle turning right into either Wilgee Ct or
Dianella Ct.
(b) March 2023 – Multi vehicle accident resulting in a minor injury, involving a vehicle travelling along
Lake MacDonald Dr overtaking a vehicle that was turning right into either Wilgee Ct or Dianella Ct.
Sight lines from Dianella Ct toward the west along Lake MacDonald Dr are restricted by the horizontal
alignment of the road to approximately 210m, and to the east are restricted by the vertical alignment of
24.s.70.1 Page - 3
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix H Traffic Impact Assessment.pdfRelated documentApplication case desk ↗
About this file
- File size
- 13.3 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.