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Attachment 4- Traffic Impact Assessment.pdf
Hofmann Drive
I1
(479) 547 L
(48) 29 T (0) (282) (0) (841)
(0) 0 R 0 362 0 610
Hofmann Drive (0) 0 U U R T L Emporium Drive
L T R U U 2 (12)
0 0 0 0 R 457 (634)
(0) (0) (0) (0) T 51 (81)
L 0 (0)
I2 I4
(0) 0 L (0) 0 L
(0) 0 T (3) (0) (168) (193) (0) 0 T (0) (0) (0) (367)
(0) 0 R 1 0 222 187 (0) 0 R 0 0 0 322
(0) 0 U U R T L Noosa Civic Loop Road (0) 0 U U R T L Private Road
L T R U U 0 (1) L T R U U 0 (0)
0 300 114 1 R 276 (320) 0 0 19 0 R 322 (367)
(0) (199) (141) (0) T 0 (0) (0) (0) (1) (0) T 0 (0)
L 115 (110) L 19 (1)
Hofmann Drive
Lot 1
I3
Lot 3 Lot 7 Walter Hay Drive
(314) 338 L Main Street
(1) 2 T (4) (246) (19) (7)
(6) 2 R 1 269 65 5
Rene St (7) 3 U U R T L Noosa Civic Loading Access
L T R U U 0 (0)
8 59 0 1 R 5 (5)
(8) (18) (0) (0) T 4 (0)
L 0 (0)
I5
(20) 20 L
(42) 101 T (0) (20) (20) (22)
(20) 20 R 0 20 20 63
Hofmann Drive (0) 0 U U R T L
L T R U U 0 (0)
20 20 227 0 R 63 (22)
(20) (20) (29) (0) T 101 (42)
L 227 (29)
A7 Legend N
2036 Baseline Traffic Volumes (10-year Design Horizon) L Left Turn 00 Thursday PM Peak Hour Volumes
T Through (00) Saturday Peak Hour Volumes
620.V30926 R Right Turn
U U-Turn Subject Site
Noosa Village Mixed Use
\\AU066L\H:\Projects-SLR\620-BNE\620-BNE\620.12848 Caboolture Atherton Rd Residential\02 Analysis\2018 11 - Desktop Model\620.12848 - Desktop Model Template.xlsx
2036 BL Printed 21-11-2023 2:40 PM SLR Consulting Australia Pty Ltd
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