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Traffic Engineering Report · MCU20/0072
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19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
2.5 Parking Demand
Parking occupancy surveys were carried out on Tuesday 3rd March 2020 to determine
the parking demand at the college. Survey areas are shown in Figure 6. Occupancy
was recorded every 10 minutes between 7:00am and 9:00am and also between
2:30am and 4:00pm with surveys between 9:00am and 2:30pm and 4:00pm and
4:30pm recorded in 15 minute intervals. The Pre‐prep provides childcare has approval
under separate conditions and has therefore been excluded from the results. A
summary of the peak demand for parking across all zones in provided in Table 4.
Table 4 – Car Parking Demand Survey Results
Parking Available @ 8:30 AM Peak @ 3:00 PM Peak
Zone Spaces Spaces Utilisation Spaces Utilisation
Area Occupied % Occupied %
A 15 15 100% 14 93%
B 43 31 72% 44 102%
C 94 79 84% 79 84%
D 51 22 43% 24 47%
E 153* 49 32% 81 53%
TOTAL 203 196 242
(excludes 2 motorcycle bays, (Includes cars (Includes cars
parked in parked in
drop off zone & Zone E)
Zone E) Zone E)
*153 spaces is based on the maximum design
# where utilization exceed 100%, cars were standing illegally or waiting in aisles
Figure 11 – Vehicles Parking on Lot 30 (Zone E)
A summary of parking demand on the College for all Areas (including Zone E, but
excluding Pre‐prep) is provided in Figure 12 and clearly shows the peak demand
occurring at 8:30am and 3:00pm.
Page 11
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