Council archive · source document
Traffic Engineering Report · MCU20/0072
Very large file (19.6 MB): the original may take a few minutes to open or download. The page text below is quick to read.
19915
V01
June 2020
Traffic Engineering Report
Review of Access and Parking
Good Shepherd Lutheran College
115 Eumundi Road, Noosaville
For
Good Shepherd Lutheran College
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 44 pages
Page 2
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Good Shepherd Lutheran College
115 Eumundi Road, Noosaville
Lot 1 SP228052 and Lot 30 SP170751
Project Date Issue Dianne Hayes RPEQ 7086
19915 May 2020 DRAFT
19915 June 2020 V ‐ 01
Project No: 19915
June 2020
Status: DA Issue no: V 01c
Hayes Traffic Engineering
ABN: 98 615 073 565
PO Box 303
Coolum Beach Qld 4573
Phone: 0403 889 039
[email protected]
Dianne Hayes
RPEQ 7086
(c) Copyright Hayes Traffic Engineering.
This report has been prepared for the exclusive use of the commissioning party and unless otherwise agreed in
writing by Hayes Traffic Engineering, no other party may copy, reproduce, distribute, make use of, or reply on the
contents of the report. No liability is accepted by Hayes Traffic Engineering for any use of this report, other than
for the purposes for which it was originally prepared and provided.
Page 2
Page 3
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
TABLE OF CONTENTS
1 INTRODUCTION ............................................................................................... 4
2 EXISTING CONDITIONS .................................................................................... 5
2.1 College ........................................................................................................... 5
2.2 Road Network ............................................................................................... 7
2.3 Traffic and Parking Survey Data .................................................................... 7
2.4 Traffic Flows .................................................................................................. 8
2.5 Parking Demand .......................................................................................... 11
2.6 Crash History ............................................................................................... 13
3 APPROVED NEW CAR PARK ........................................................................... 15
3.1 Access Arrangements .................................................................................. 15
4 PARKING SUPPLY & DEMAND........................................................................ 16
4.1 Compliance with Council & TMR Requirements ......................................... 16
4.2 Survey Data Comparative Analysis ............................................................. 18
5 IMPROVEMENT OPTIONS .............................................................................. 19
6 MEASURES TO INFLUENCE TRAVEL ................................................................ 21
7 MASTER PLAN OPTIONS ................................................................................ 22
8 CONCLUSIONS & RECOMMENDATIONS ......................................................... 24
Appendices
Appendix A – Proposed Master Plan Layout (Provided by Burling Brown)
Appendix B ‐ Traffic Survey Data (Provided by Austraffic)
Appendix C – Traffic Management Plan
Appendix D – Example of Scooter, Skateboard and Cycle racks
Page 3
Page 4
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
1 INTRODUCTION
Hayes Traffic Engineering has been commissioned by Good Shepherd Lutheran
College (GSLC) to provide traffic engineering advice. Drawings of the proposal have
been provided by Burling Brown Architects and are included in Appendix A.
This report has been produced to review the existing queuing, parking and traffic
management at the college, and to review the approved new car park on Lot 30 and
recommend treatments for short and long term improvement. The current site
provides a total of 203 parking spaces (excluding childcare and drop off/pick up) and
the approval includes 255 parking spaces.
The objective of this study is to provide adequate information to Noosa Council and
to assist the school with safe and efficient traffic management.
Figure 1 ‐ Aerial view of subject site
Source: Qld Globe
Page 4
Page 5
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
2 EXISTING CONDITIONS
To understand the existing situation, it is necessary to establish existing transport
conditions within the surrounding area. Traffic survey data has been obtained to
provide information for this study.
2.1 College
GSLC currently provides education for Pre‐prep (childcare) to Year 12. There is
currently 1102 student enrolled at the College. The projected maximum student
capacity is 1140 students. There is no intention to increase student enrolment
numbers with the master planning of the site. There is currently 130 equivalent full
time staff at the college. The College provides 6 buses to assist with student transport.
Bus Routes are provided in Table 1. There is also Buslink services to the school,
including routes 5826, 5817, 5829 and 5834.
Figure 2 – GSLC Buses
Table 1 ‐ Scheduled Services 2020
Bus No Bus Size Suburbs Serviced
1 25 Eumundi, Mt Tinbeerwah, Tewantin, Noosaville
2 27 Eerwah Vale, Eumundi, Verrierdale, Doonan
3 60 Pomona, Cooroy, Noosaville
4 39 Cooran, Kin, Cooroibah
5 60 Marcoola, Coolum, Peregian Springs, Weyba Downs
Peregian Beach, Marcus Beach, Sunrise Beach, Sunshine
6 39 Beach, Noosa Heads
Page 5
Page 6
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
The College also provides bicycle racks for students who ride to school. Bike racks
are provided on the northern boundary of the primary school oval as shown in Figure
3 left photo and also near the tennis court as shown to the right in Figure 3.
Figure 3 – Bicycle Racks
Car Parking is provided within the College. There is currently 218 car parking spaces
and 8 drop‐off/ pick‐up bays. There are 94 parking spaces and 1 motorcycle space
specifically allocated to staff and accessible by boom gate entry only as shown in
Figure 4. Please also refer to Figure 6, which indicates the staff car park as zone C.
Figure 4 – Secure Staff Car Parking
Page 6
Page 7
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
2.2 Road Network
GSLC is located at Eumundi Road, Noosaville. Access to the college is via two locations,
the main roundabout on Eumundi Road and also from Walter Hay Drive as shown in
Figure 5.
Figure 5 ‐ Access to the College from Eumundi Road and Walter Hay Drive
Source: Near Map
2.3 Traffic and Parking Survey Data
Traffic surveys were carried out on Tuesday 3rd March 2020 to determine the entering
and exiting traffic flows at four locations, the queueing from drop off/pick up areas
and the car parking occupancy within the car parking areas. Figure 6 indicates the
areas which were surveyed.
Page 7
Page 8
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 6 – Surveyed Areas
Source: Near Map
2.4 Traffic Flows
The recorded traffic flows on Tuesday 3rd March indicated the peak period generally
occurred at 8:30am and 3:00pm which aligns with the school start and end times. The
number of vehicles entering and exiting at each location is provided in Table 2. Results
confirm the major access to the College is via the Eumundi Road roundabout. Buses
only access the College via Walter Hay Drive, with 27 buses entering and 24 exiting
recorded throughout the day. The hourly peak hour flows are shown in Figure 7.
Table 2 – Entry and Exit Flows (15 minute Peak Period)
Location AM Peak PM Peak
Entering Exiting Entering Exiting
Eumundi Road Roundabout 121 107 49 93
Walter Hay Drive 56 44 34 45
Eumundi Road 29 10 14 46
(Temporary Car Park Access)
Page 8
Page 9
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 7 – Peak Hour Entry and Exit Flows
Vehicle queuing was recorded to determine if and when the impact of vehicle waiting
in the drop‐off and pick up area extended to the Eumundi Road roundabout. There is
provision for 8 vehicles in the designated drop off and pick up zone with queuing for a
further 8 vehicles within the site.
Table 3 – Vehicle Queues AM and PM Peak Periods
Time Interval No. of Vehicles Queued Comment
8:00 – 8:15 am 4
AM 8:15 – 8:30 am 10 Queued to roundabout
8:30 – 8:45 am 1
2:45 – 3:00 pm 9 Queued to roundabout
PM 3:00 – 3:15 pm 11 Queued to roundabout
3:15 – 3:30 pm 1
Page 9
Page 10
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 8 – Queue Area (shown in yellow)
Figure 9 – Vehicle Queued in the PM Peak
Figure 10 – Vehicle Queued during the PM Peak
Page 10
Page 11
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
Page 12
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 12 – Parking Occupancy for all Parking Areas (Excluding Pre‐Prep)
Car Parking Occupancy
300
250
200
150
100
50
0
The parking demand has also been assessed based on the management of parking
areas within the College. Figure 13 indicates the parking occupancy within the
secure staff car park (Area C) throughout the school day. As expected, the results
indicate that staff arrive prior to 8:30am and depart after 3:30pm with little
fluctuation in parking demand throughout the day.
Figure 13 – Parking Occupancy for Secure Staff Parking Area
Car Parking Occupancy Area C (Staff)
90
80
70
60
50
40
30
20
10
0
Page 12
Page 13
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 14 indicates the parking demand across all open car parking areas, excluding
the secure staff car park. As indicated in the graph there is a consistent demand for
approximately 60 spaces from 8:00am until 4:00pm, which indicate long term
parking for staff at the College.
Figure 14 – Parking occupancy for all open parking areas
Results of parking surveys indicate that the peak demand occurs at 8:30am and
3:00pm. Whilst the secure staff car park (Area C) is available to staff for all day
parking, it was not 100% occupied and it appears some all day parking is occurring in
other areas.
Results indicate that the demand for all day parking is between 140 and 150 spaces.
The approved new car park provides 153 spaces and therefore the parking supply for
the College is considered suitable for the demand. It is recommended that the
College actively monitor and manage the parking arrangements for staff (and
students who drive to school) to ensure car parking areas are operating as intended.
2.6 Crash History
Five years of crash history was provided by TMR for the period between 1st January
2014 and 30th June 2019. As shown in Figure 15 no crashes have been recorded at the
access locations into the school.
Page 13
Page 14
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 15 – Aerial of Crash Locations within the last 5 years
Source ‐ TMR
Page 14
Page 15
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
3 APPROVED NEW CAR PARK
A development approval has been given for 153 car parking spaces located on Lot 30
SP170751. A conceptual layout of the approved car park is provided in Figure 16 and
Appendix A. This car park is subject to a current Operations Works application with
construction proposed to commence in July 2020.
Figure 16 – Approved Car Park
Source: TOD Consulting
3.1 Access Arrangements
Vehicular access to the new car park will be provided from the existing access from
Walter Hay Drive. The intent of the car park is to provide parking for staff via a security
pass. A boom gate will operate between the hours of 8:00am and 4:00pm. A queue
distance of 24m, the equivalent of 4 vehicles has been provided to ensure queuing
does not impact on the Walter Hay Drive access or onto Walter Hay Drive. A Parking
Management Plan has been provided in Appendix C and outlines the technology and
process to manage the movements in and out of the car park.
Pedestrian access is provided in the centre of the car park and will link the car park to
a new path at the southern end of the pool and into the College.
Page 15
Page 16
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
4 PARKING SUPPLY & DEMAND
The proposed master plan includes the relocation of staff parking areas from within
the college to Lot 30 as shown below in Figure 17. The current site provides a total
of 203 parking spaces (excluding childcare and drop off/pick up cars) and the
proposal includes 255 parking spaces. The secure staff parking areas will be
increased from 94 spaces to 153 spaces.
The number of students at the college is not projected to exceed 1140 students plus
54 children in the pre‐prep (childcare) as part of education for the early years. The
equivalent full time staff for the school is currently 130.
Figure 17 – Proposed additional parking areas
Source: Burling Brown
4.1 Compliance with Council & TMR Requirements
An assessment of the required parking spaces has been undertaken in accordance with
Council requirements. A summary of parking requirements in Noosa is shown in Table
5 below.
Page 16
Page 17
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Table 5 ‐ Summary of Noosa Council Parking Requirements
Based on the requirement of Council the school requires a total of 168 spaces for the
College and 14 spaces for the childcare, as shown in Table 6, plus provision for set
down and buses.
Table 6 ‐ Summary of Council Requirements
Type of Use No. Req’d Spaces Total
Child Care 7 Staff 3.5 + 10.5 14
School Employee 130 Staff 130 130
School Students 1140 Students 38 38
Reference has been made to the Department of Transport and Main Roads (TMR)
document Planning for Safe Infrastructure around Schools to provide further
information on parking requirements. Requirements are shown in Table 7.
Table 7 ‐ Summary of TMR Parking Requirements
Type of Use TMR Suggested Parking Rates
Pick‐up / drop‐off (2 minutes) 20% of short term supply
Short Term Parking 1 space per 15 students
Long Term (Staff/Visitor) 0.7 spaces per staff
Pre‐prep and Early Years 1 space per 8 students
Based on TMR requirements the school requires 174 parking spaces with 15 spaces
for pick‐up and set down and provision for buses as shown in Table 8.
Table 8 ‐ Summary of TMR Requirements
Type of Use Requirements
Pick‐up / drop‐off (2 minutes) 15
Short Term Parking 76
Long Term (Staff/Visitor) 91
Pre‐prep and Early Years 7
Page 17
Page 18
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Therefore, the total parking within the site is 255 car parking spaces (including
disabled), 8 pick‐up / drop‐off spaces and 15 pre‐prep car parking spaces. This exceeds
the requirement of Noosa Council’s planning scheme. The parking supply also
complies with TMR’s short and long term parking requirement. To meet TMR
recommendations in regard to pick‐up/set‐down a further 7 pick‐up/drop off spaces
would be needed, this has been addressed in Section 7 of this report.
As outlined in Section 2.5 the overall parking supply for the College of 255 car parking
spaces meets the required demand. Providing 153 secure staff spaces aligns with the
all‐day parking demand for the College and provides some flexibility for an increase in
senior students who may wish to drive to school during the later part of Year 12.
4.2 Survey Data Comparative Analysis
An assessment of the recorded parking occupancy with the approved car parking and
required parking is provided in Table 9.
Table 9 – Car Parking Comparison P‐12 (excluding Childcare)
Source Car Parking Requirement
Noosa Council Planning Scheme 168
TMR School Infrastructure Guidelines 167 + 15 drop/off
Current Provision 203 + 8 drop/off
Survey Data Maximum Demand (PM) 242
Proposed Provision 255 + 8 drop off
The proposed number of car parking spaces provided for the College complies with
Council and TMR requirements, however further investigation is required to ensure
the management and arrangements for drop off and pick up of students is suitable,
safe and meets the demand. Please refer to discussions outlined in Section 5,6 and 7
of this report which addresses this issue.
Page 18
Page 19
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
5 IMPROVEMENT OPTIONS
The visual observations at the school indicated that there is adequate supply of car
parking for the College. The queue for the drop/off‐pick up zone extends to the
roundabout, however it was observed there is adequate queueing space for vehicles
to move into the right lane and access available parking to avoid excessive queueing.
It was noted that parents are waiting and queueing earlier than required and appear
to be extending their stay beyond 2 minutes.
The drop‐off/ set‐down area should comprise one (1) consolidated pick‐up/ drop‐off
zone parallel to the kerb that functions in a similar manner to a taxi rank. A covered
waiting area for students during pick‐up times, located at the lead of the queue
should be provided to encourage cars to move forward within the zone. The four (4)
spaces at the front of the pick‐up/ drop‐off zone should be marked bays with the
remainder of the zone as a yellow dashed line. Students must only enter of exit a
vehicle from the first four bays and staff should supervise the area to ensure cars are
moving up in the queue.
1. It is recommended that Queensland Transport be
contacted to implement the “Look Out!”
program to enhance the efficiency of the drop‐
off and pick‐up areas.
2. It is recommended that the existing line marking
and signage in the vicinity of the drop off and pick
up zone, be replaced and maintained to ensure
visual cues are effective for drivers. Refer to
Figure 18, 19 and 20.
3. Improved areas are required for students to
safely store bicycles. Areas should be shaded
and accessible via a well‐connected path
network. Refer to Appendix D for shaded cycle
racks.
4. Messaging for students and parents about the
safe operations of the drop off and pick up area
should be included in enrolment packages and
on the web site. Staff should supervise the area
and ensure vehicles move up in the queue and
students only enter of exit from the first 4 bays.
Page 19
Page 20
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Figure 18 – Faded Signage
Figure 19 – Faded Line Marking
Figure 20 – Faded Line marking and Give Way sign
Page 20
Page 21
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
6 MEASURES TO INFLUENCE TRAVEL
Travel plan measures should be in place to minimize the negative impact of travel and
transport on the environment. It is important to implement these measures to reduce
car travel which can have positive effects on the economy and the environment.
Pedestrian facilities have the greatest potential to replace car trips. The proposed
development provides footpaths around the site connecting to the residential
catchments of Noosa Sound. Site investigations revealed a number of students
walking to and from school. Cycling can be accommodated within the footpaths and
provides an alternative mode of transport. Areas for students to secure their bicycles
during the day are available within the College grounds.
In order to encourage school students, teachers and parents to change travel
behaviour patterns and use alternative modes of transport, resources are available
with programs to promote alternative travel within the College. Programs such as
walk to school day, or the “Walking School Bus” encourage walking and also assist in
health promotion. Students are provided with a certificate of participation (refer to
Appendix D) for using an alternative mode of transport. Staff should also be
encouraged to participate in car pooling, particularly on event days such as sporting
carnivals and cultural festivals. These programs may assist in changing travel patterns,
even occasional changes such as walking or car pooling on Mondays can assist in
reducing the impacts of vehicles.
Resources are available for educational establishments to assist in implementing
programs to influence travel behaviour and reduce congestion during the peak periods
and links to suitable websites are provided below.
https://www.tmr.qld.gov.au/Safety/School-road-safety
https://www.noosa.qld.gov.au/downloads/file/1166/walk-ride-school-to-
school-fact-sheet
It is also recommended that the College continue to review bus service arrangements
regularly as student enrolment details change and destinations alter. This will ensure
the bus service is as efficient and useable as possible.
The School Transport Infrastructure Program (STIP) provides funding to improve the
safety and operation for schools through new or improved infrastructure at the
school and/or on the surrounding road network. STIP complements other ongoing
initiatives to improve safety in and around Queensland schools including the Flashing
School Zone Signs Program, the School Crossing Supervisor Scheme and
the Community Road Safety Grants Program.
https://www.tmr.qld.gov.au/Safety/Road-safety/Targeted-Road-Safety-
Program/School-Transport-Infrastructure-Program
Page 21
Page 22
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
7 MASTER PLAN OPTIONS
As part of the review, investigations were carried to determine options to increase the
distance for queueing within the College from Eumundi Road, and to increase the
number of pick up/drop off bays. The existing configuration is shown in Figure 21.
Figure 21 – Existing Layout
Source: Near Map
Observations indicate that the number of parking spaces proposed within the College
as part of the Master Plan exceed the current Noosa Council planning scheme
requirement and TMR recommendations, therefore any change to the set down area
will not negatively impact parking capacity.
A conceptual option for longer term improvements to the set down area has been
developed and is shown in Figure 22. The concept extends the set down area to
provide a linear and longer queue for drop off and pick up. The concept provides a
continuous entry lane into the parking areas as well as entry for the set down area and
direct entry to short term parking modules. Internal circulation has been included to
assist in the management of the set down area and move vehicles on if students are
not ready and waiting in the designated set down zone.
Page 22
Page 23
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Please note the sketch is not to scale and does not verify the number of parking spaces
but is provided for consideration as part of the master planning process. Whilst the
concept indicates potential pedestrian crossing paths, the safety of pedestrian and
suitable pathways with covered/sheltered waiting areas would need to be included as
the master plan designs progress.
Figure 22 – Conceptual Option for Master Plan Development
It is recommended that a review of car parking be carried out once construction of the
staff car park is completed and operational, and that further discussions with Council’s
Transport Consultant, the College and the Architect be carried out to refine the
development of an improved set down area for the ultimate Master Plan of the
College.
Page 23
Page 24
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
8 CONCLUSIONS & RECOMMENDATIONS
This report has reviewed the current operations of Good Shepherd Lutheran College
at Noosaville and the approved new car park and master plan. The results of surveys
and site observations indicate the following:
There is a maximum demand for 242 car parking spaces in the afternoon peak
period.
The set down area queues to the roundabout, however there is capacity within
the college to manage the queue and change driver behaviour habits.
The number of available bus services is suitable and there is suitable provision
for buses within the College.
A small percentage of students walk and ride to school. There is opportunity
to increase active transport trips to and from school.
The following recommendations are offered.
a) The College contact TMR and investigate if the “Look Out” program can be
implemented in the set down area.
b) The College staff supervise the set down area to and ensure vehicles move up
in the queue and students only enter of exit from the first 4 bays.
c) Repaint and maintain all faded line markings and signage to ensure signs,
arrows and lines are visible.
d) Consideration be given to improving access and facilities for bicycle (scooter
and skateboard) parking.
e) The College participate in Walk to School programs, Car‐pooling and Ride to
School initiates to encourage alternative modes of transport.
f) Consideration to undertake further discussions with the Project Team and
Council’s Transport Consultant to review options for the set down area and
short term parking from Eumundi Road roundabout, as part of the Master
Planning process.
Page 24
Page 25
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix A
Proposed Development Master Plans
Provided by Burling Brown
Page25
[OCR of page images]
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix A
Proposed Development Master Plans
Provided by Burling Brown
Traffic Engineering Page 25
Page 26
CORE EDIE ozssivt ava 001s9 oe NW1d YdLS¥W TO-dW Woouss¥no window 9s avn suHoss ‘swooussy70 suvak HOINaS ¥ 100 suv awnsin aumvaHiauniay ‘BMANaO 2ounOsaE / AV Ve AuMusrT / WoOUsSYTO SUVS IGG ayaa ‘onrunuovannvw NoIs30, 3OVHS ¥ aNNOWDAYTA 9 eUVEA, ‘sWooussy10 6b uVaA ‘SWOOUsSYIO aad HounHo ‘SMINGO ONIN ATIVE SONIGTING ONLLSIXA NoIsNaLGAUVETT ‘owning aaa auvavnsin Norswa1xa HOWNHO “SaTals DNIAYTd Gaza MED NV aaNOFWaE ‘sunuivad 30¥NOIS / ANaWaLVLS JONVRING MN ‘S8300¥ a8 GNY NoLAYInouIO NYIuSaa3d JO NOLYSITYNOLYE 3037109 01 AUN HOT MBN ‘FOVUOLS NV GUVA 3ONVNBLNIVHL govds AMUSHVAAHOINNE —° soINIoud Sioa (Aaezoduon) soMarina H¥INGON suvaA HOINSS #3710010 ANaWdoTaA30 1004 ‘SWOOUSSYIO SHVSA OINSS #37001" ‘swooussv19 stvaA woIN siunoo (o/s 424 9) swooUSsvTO # ANOadns SuvaA HOINE ‘ONISE TIM ANONLS / VIO3H MBN ® AL WIS / $310 70NKOBL TWLID ‘SSDIANSS LNZONLS /NOLYASINIWGY sinvontuosuad SHYOM TLidvo HOrVIN GN39371 NV1IdYyaLSVN fob 6uued ess 45 Fz e9gy“a10) VSOON 1941109 NYWINLA comune fl sotom nan aasouowd [_] onotina owusnea [] aNa937
Page 27
WARNING ! LEGEND
EXERCISE EXTREME CAUTION WORKING NEAR FILTER LEVEL
EXISTING UNDERGROUND SERVICES. DRAINAGE INFRASTRUCTURE BASIN A RL=9.504
SAW CUT EXISTING CONCRETE PATH TO ENABLE KERB INVERT BASIN B RL=9.505
INSTALLATION OF DRAINAGE LINE. REINSTATE PATH ROAD PAVEMENT
AS REQUIRED. CONCRETE FOOTPATH DOME TOP FIELD INLET FOR HIGH FLOW PROVIDE CAPPED INSPECTION OPENING
RAISED PEDESTRIAN CROSSING VEGETATION TO LANDSCAPE
RETAINING WALL ARCHITECT'S SPECIFICATION BIO PONDING LEVEL
EX 12 FINISHED CONTOURS (0.25m)
12
PONDING DEPTH 0.150
C SMOOTHLY GRADE TO NEW INLET EXISTING CONTOURS (0.25m)
0.300
WATER SURFACE LEVEL
3
-
1 EXTERNAL CATCHMENT DRAIN.
CONNECT TO EXISTING PIT C REFER DETAIL.
LEGEND
FILTRATION LAYER, DEPTH 400mm 100mm DIA MAX PIPE. VERTICAL
TRANSITION LAYER, DEPTH 100mm SECTION NOT PERFORATED
DRAINAGE LAYER, DEPTH 200mm
100mm DIA MAX PIPE.
HORIZONTAL PIPE IS TO BE
PERFORATED, WITH 0.5% FALL
OUTLET PIPE
TYPICAL BIORETENTION BASIN DETAILS
SCALE 1:25
NOTES:
POINT EASTING NORTHING
FILTRATION LAYER: DRAINAGE LAYER:
A 4281.642 9662.359 1. MATERIAL TO CONSIST OF SANDY LOAM OR EQUIVALENT MATERIAL. 1. MATERIAL TO CONSIST OF 2-5mm GRAVEL.
B 4284.624 9669.440 2. MATERIAL TO HAVE 5% - 10% ORGANIC CONTENT IN ACCORDANCE WITH
1 2 C 4288.781 9676.525 AS12894.1.1 PERFORATED PIPE:
- - 3. MATERIAL TO HAVE AN AVERAGE PARTICLE SIZE (D50) OF 0.45mm. 1. MINIMUM GRADE OF 0.5%.
D 4290.911 9674.907
4. SATURATED HYDRAULIC CONDUCTIVITY BETWEEN 50 - 200mm/hr DETERMINED 2. MAXIMUM SPACING 1.5m CENTRE FOR BASINS < 100m2
E 4284.717 9664.170
IN ACCORDANCE WITH AS 4419 - 1998 APPENDIX H SOIL PERMEABILITY.
F 4282.509 9661.700 5. pH BETWEEN 6 & 7. CONSTRUCTION PHASE:
SUBSOIL DRAINS
G 4297.096 9627.430 1. COVER FILTRATION LAYER WITH GEOTEXTILE, 50mm TOPSOIL & TURF
H 4301.859 9624.940 TRANSITION LAYER: STRIPS PERPENDICULAR TO FLOW.
J 4300.753 9622.104 1. MATERIAL TO CONSIST OF SAND/COURSE SAND MATERIAL. 2. GEOTEXTILE TO BE REMOVED ONLY WHEN UPSTREAM SEDIMENT LOADS
2. TYPICAL PARTICLE SIZE DISTRIBUTION ARE CONTROLLED.
K 4295.489 9625.934
% PASSING: 1.4mm 100%
1.0mm 80%
0.7mm 44%
0.5mm 8%
TYPE B1 KERB & CHANNEL 1.800
AS PER IPWEAQ STD DRG 0.230
0.600 RS-080
0.300
C D
MIN
0.350
SUBSOIL DRAIN. REFER IPWEAQ STD
DRG RS-140 & RS-142 FOR DETAILS
0.300 0.100 TYPE ER2 EDGE RESTRAINT AS
PER IPWEAQ STD DRG RS-080
-
4
B
5
SECTION 1 SECTION 2
A HINGE (SAG) SCALE 1:25 SCALE 1:25
HINGE (SAG) HINGE (SAG)
E
BIORETENTION BASIN A
FILTER AREA 35m² DETENTION TANK 3 T)
A F Ø450 ES
INLET PIT A W X (CR
GE TOPSOIL & TURF
4 HIN
FENCE
A
TYPE B1 K&C
EXISTING
DETENTION TANK
OUTLET PIT
CAR PARK SURFACE NATURAL
SUBSOIL DRAIN UNDER KERB & 1:4 MAX
Z Y
CHANNEL. ENSURE FREE DRAINING
GRADE AS SUBSOIL DEPTH REDUCES 1 RAISED CROSSING FORMED USING ASPHALT
ALONG PERMEABLE PAVEMENT AREA. 2 D
Ø300
Ø4
A 50 SECTION 3 - EXTERNAL CATCHMENT DRAIN
NOT TO SCALE
1 EX
H
A D
G CONSTRUCT NEW INLET OVER EXISTING
0
Ø30 DN100 SWD. REPLACE DOWNSTREAM PIPE
1 WITH NEW DN300. 4.8m
B J
Ø52
K
5
SAG +90mm NOM DEPTH OF FLOW AT SAG
SAG
CONVERT EXISTING INLET TO DN1050 MH
HINGE
HINGE
CREST
VARIES VARIES VARIES
%
NOM 1.0% NOM 1.9% NOM 3.3
UNDERGROUND DETENTION TANK.
ATLANTIS "FLO-TANK" SYSTEM.
COMBINE 210 no. QUAD & MINI UNITS EX SECTION 4 - CAR PARK INVERT DRAIN
BIORETENTION BASIN B A
(15 no WIDE x 14 no LONG), NOT TO SCALE (DISTORTED FOR CLARITY)
FILTER AREA 14m²
OR APPROVED EQUIVALENT.
CAR PARK INVERT CALCS CATCHMENT 0.325 ha
PT W E 4303.246 N 9646.452
CONNECT TO EXISTING PIT ARI 5 10 100
PT X E 4308.119 N 9642.749
Cy 0.86 0.90 1.00
PT Y E 4302.316 N 9635.113 I (tc 6mins) 190 210 303
PT Z E 4297.444 N 9638.816 Q (m³/s) 0.147 0.171 0.274
Flow Depth at Sag 70mm 74mm 89mm
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to LD DR
copyright in accordance with GOOD SHEPHERD GOOD SHEPHERD LUTHERAN COLLEGE DRAINAGE PLAN 1:250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LUTHERAN COLLEGE LD DR CARPARK & PICK UP / DROP OFF Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 30 ON SP170751 18528-C300
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS
EYNOLDS
S 9072
9072 LOCAL AUTHORITY NOOSA
B 21.05.20 INFORMATION REQUEST RESPONSE JF 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 MCU APPROVAL - HORIZ DATUM LOCAL
Signed
ed
'Issued For Construction' in the A 17.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
revision description. ABN 39 128 805 336 21.05.20 OPW APPROVAL - RL DATUM PSM101466 MEASUREMENT BAR - INCREMENTS IN mm 7 of 9 B
Rev Date Revision Description Drawn
J:\2018\18528bd2_Proposed_Performing_Arts_Building_Good_Shepherd_Lutheran_Col\4.CADD\#ACAD\18528_CIVIL.dwg
Page 28
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix B
Traffic Survey Data
Provided by Austraffic
Page26
[OCR of page images]
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix B
Traffic Survey Data
Provided by Austraffic
Traffic Engineering Page 26
Page 29
AUSTRAFFIC VIDEO PARKING OCCUPANCY SURVEY Page 1 of 2
Site No.: 1 Weather: Fine
Location: Car parks
Day/Date: Tuesday, 3 March 2020
Occupancy
Time at Zone A Zone B Zone C Zone D Zone E Prep
15 43 94 51 65 15
7:00 AM 1 11 6 11 3 5
7:10 AM 1 10 9 15 3 4
7:20 AM 2 10 18 14 4 4
7:30 AM 4 11 23 19 3 5
7:40 AM 6 11 30 21 5 5
7:50 AM 7 10 37 19 9 12
8:00 AM 9 12 54 23 10 16
8:10 AM 12 23 68 24 15 19
8:20 AM 12 26 77 25 27 17
8:30 AM 15 31 79 22 49 17
8:40 AM 13 22 80 19 40 9
8:50 AM 11 21 80 21 33 7
9:00 AM 11 18 80 21 32 7
9:15 AM 12 23 80 21 31 7
9:30 AM 12 23 80 23 31 10
9:45 AM 13 21 80 21 31 16
10:00 AM 12 18 80 21 30 15
10:15 AM 10 15 79 19 30 14
10:30 AM 10 13 80 18 29 12
10:45 AM 10 11 79 17 28 15
11:00 AM 11 12 79 18 29 14
11:15 AM 9 11 79 17 29 7
11:30 AM 7 9 79 15 28 6
11:45 AM 7 10 79 15 28 6
12:00 PM 7 9 78 15 28 5
12:15 PM 6 9 79 15 28 4
12:30 PM 7 9 79 15 27 5
12:45 PM 7 10 80 15 27 5
1:00 PM 9 11 80 17 28 7
1:15 PM 9 10 80 18 26 7
1:30 PM 10 12 80 20 26 4
1:45 PM 10 11 80 20 26 3
2:00 PM 10 15 78 20 26 5
2:15 PM 12 20 78 19 26 6
2:30 PM 13 35 79 22 26 6
2:40 PM 14 41 80 26 37 18
2:50 PM 13 43 78 25 62 19
3:00 PM 14 44 79 24 81 18
3:10 PM 10 29 75 28 73 7
3:20 PM 13 20 70 22 46 7
3:30 PM 12 19 67 21 41 6
3:40 PM 11 16 56 19 34 2
3:50 PM 9 13 55 20 27 3
4:00 PM 7 19 51 20 29 2
4:15 PM 7 26 37 21 20 5
4:30 PM 5 21 24 22 13 7
[OCR of page images]
AUSTRAFFIC VIDEO PARKING OCCUPANCY SURVEY
ite No. 1 Weather: Fine
Location: — Car parks
Day/Date: Tuesday, 3 March 2020
Occupancy
Time at ZoneA Zone Zone C Zone D Zone E Prep
15 43 94 51 65 15
7:00 AM 1 1 6 1 3 5
7:10 AM 1 10 9 16 3 4
7:20 AM 2 10 18 14 4 4
7:30 AM 4 1 23 19 3 5
7:40 AM 6 1 30 24 5 5
7:50 AM 7 10 37 19 9 12
8:00 AM 9 12 54 23 10 16
8:10 AM 12 23 68 24 16 19
8:20 AM 12 26 7 25 27 17
8:30 AM 16 31 79 22 49 17
8:40 AM 13 22 80 19 40 9
8:50 AM 1 24 80 24 33 7
9:00 AM 1 18 80 24 32 7
9:15 AM 12 23 80 24 31 7
9:30 AM 12 23 80 23 31 10
9:45 AM 13 24 80 24 31 16
10:00 AM 12 18 80 24 30 16
10:15 AM 10 16 79 19 30 14
10:30 AM 10 13 80 18 29 12
10:45 AM 10 1 79 17 28 16
11:00 AM 1 12 79 18 29 14
14:15 AM 9 1 79 17 29 7
11:30 AM 7 9 79 16 28 6
11:45 AM 7 10 79 16 28 6
12:00 PM 7 9 78 16 28 5
12:15 PM 6 9 79 16 28 4
12:30 PM 7 9 79 16 27 5
12:45 PM 7 10 80 16 27 5
1:00 PM 9 1 80 17 28 7
1:15 PM 9 10 80 18 26 7
1:30 PM 10 12 80 20 26 4
1:45 PM 10 1 80 20 26 3
2:00 PM 10 16 78 20 26 5
2:15 PM 12 20 78 19 26 6
2:30 PM 13 35 79 22 26 6
2:40 PM 14 4 80 26 37 18
2:50 PM 13 43 78 25 62 19
3:00 PM 14 44 79 24 81 18
3:10 PM 10 29 75 28 73 7
3:20 PM 13 20 70 22 46 7
3:30 PM 12 19 67 24 4 6
3:40 PM 1 16 56 19 34 2
3:50 PM 9 13 55 20 27 3
4:00 PM 7 19 51 20 29 2
4:15 PM 7 26 37 24 20 5
4:30 PM 5 24 24 22 13 7
ze 1 of 2
Page 30
Page 1 of 2
AUSTRAFFIC VIDEO QUEUE LENGTH COUNT
Site No.: 1
Location: Pickup & Dropoff Area
Day/Date: Tuesday, 3 March 2020
Maximum queue length (no. of vehicles)
Time period
Pickup &
Comment
Dropoff Area
7:00 - 7:15 0
7:15 - 7:30 0
7:30 - 7:45 0
7:45 - 8:00 0
8:00 - 8:15 4
8:15 - 8:30 10 Queue extends to Eumundi Road/ Goodchap Street Roundabout
8:30 - 8:45 1
8:45 - 9:00 0
9:00 - 9:15 0
9:15 - 9:30 0
9:30 - 9:45 0
9:45 - 10:00 0
10:00 - 10:15 0
10:15 - 10:30 0
10:30 - 10:45 0
10:45 - 11:00 0
11:00 - 11:15 0
11:15 - 11:30 0
11:30 - 11:45 0
11:45 - 12:00 0
12:00 - 12:15 0
12:15 - 12:30 0
12:30 - 12:45 0
12:45 - 13:00 0
13:00 - 13:15 0
13:15 - 13:30 0
13:30 - 13:45 0
13:45 - 14:00 0
14:00 - 14:15 0
14:15 - 14:30 0
14:30 - 14:45 0
14:45 - 15:00 9 Queue extends to Eumundi Road/ Goodchap Street Roundabout
15:00 - 15:15 11 Queue extends to Eumundi Road/ Goodchap Street Roundabout
15:15 - 15:30 1
15:30 - 15:45 0
15:45 - 16:00 1
16:00 - 16:15 1
16:15 - 16:30 0
Average 1
Maximum 11
[OCR of page images]
AUSTRAFFIC VIDEO QUEUE LENGTH COUNT
Site N 1
Location: Pickup & Dropoff Area
Day/Date: Tuesday, 3 March 2020
Maximum queue length (no. of vehicles)
Time period
Pickup &
Dropoff Area
7:00 - 7:15 0
7:15 - 7:30
7:30 - 7:45
7:45 - 8:00
8:00 - 8:15,
8:15 - 8:30 Queue extends to Eumundi Road/ Goodchap Street Roundabout
8:30 - 8:45
8:45 - 9:00
9:00 - 9:15
9:15 - 9:30
9:30 - 9:45
9:45 - 10:00
10:00 - 10:15
10:15 - 10:30
10:30 - 10:45
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
12:15 - 12:30
12:30 - 12:45
12:45 - 13:00
13:00 - 13:15
13:15 - 13:30
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00 Queue extends to Eumundi Road/ Goodchap Street Roundabout
15:00 - 15:15 Queue extends to Eumundi Road/ Goodchap Street Roundabout
15:15 - 15:30
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
Comment
enc ce
Pi hail
Average
Maximum
Page | of 2
Page 31
AUSTRAFFIC VIDEO TRAFFIC COUNT N Page 1 of 2
Site No.: 1 Weather: Fine
Location: Pickup & Dropoff Area
Day/Date: Tuesday, 3 March 2020
AM Peak: Hour ending - 8:30 AM
PM Peak: Hour ending - 4:00 PM
Parent drop and pickup area
TIME Entry Exit Two-Way Totals
(1/4 hr end)
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
7:15 AM 2 0 0 2 1 0 0 1 3 0 0 3
7:30 AM 3 0 0 3 3 0 0 3 6 0 0 6
7:45 AM 11 0 0 11 12 0 0 12 23 0 0 23
8:00 AM 19 0 0 19 19 0 0 19 38 0 0 38 Entry
8:15 AM 48 0 0 48 44 0 0 44 92 0 0 92
8:30 AM 58 0 0 58 59 0 0 59 117 0 0 117
8:45 AM 9 0 0 9 12 0 0 12 21 0 0 21
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0
9:30 AM 1 0 0 1 1 0 0 1 2 0 0 2
9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM 1 0 0 1 1 0 0 1 2 0 0 2
10:15 AM 1 0 0 1 1 0 0 1 2 0 0 2 Exit
10:30 AM 1 0 0 1 1 0 0 1 2 0 0 2
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM 1 0 0 1 1 0 0 1 2 0 0 2
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM 1 0 0 1 1 0 0 1 2 0 0 2
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 1 0 0 1 1 0 0 1 2 0 0 2
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0
1:00 PM 1 0 0 1 1 0 0 1 2 0 0 2
1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0
1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM 1 0 0 1 1 0 0 1 2 0 0 2
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 1 0 0 1 1 0 0 1 2 0 0 2
2:30 PM 2 0 0 2 0 0 0 0 2 0 0 2
2:45 PM 6 0 0 6 0 0 0 0 6 0 0 6
3:00 PM 1 0 0 1 2 0 0 2 3 0 0 3
3:15 PM 25 0 0 25 27 0 0 27 52 0 0 52
3:30 PM 17 0 0 17 23 0 0 23 40 0 0 40
3:45 PM 5 0 0 5 1 0 0 1 6 0 0 6
4:00 PM 9 0 0 9 8 0 0 8 17 0 0 17
4:15 PM 8 0 0 8 11 0 0 11 19 0 0 19
4:30 PM 6 0 0 6 5 0 0 5 11 0 0 11
0
0
0
0
0
0
239
239
237
237
476
476
0
0
0
0
0
0
136
136
134
134
270
270
AM Peak 9.5 hr Total
0
0
0
0
0
0
56
56
59
59
115
115
PM Peak
[OCR of page images]
Page 1 of 2
AUSTRAFFIC VIDEO TRAFFIC COUNT
Weather: Fine
Location: Pickup & Dropoff Area
Day/Date: Tuesday, 3 March 2020
8:30 AM
4:00 PM
Hour ending -
AM Peak:
PM Peak:
Hour ending -
ary
es
£
a
a
2
5
Ca
pole of8SRXERSeceoneonnnososononononoononnoa B® Sot & Llow lolz IShL
2
B | seuseoa 9 sesng] o 0 © © 0 © 0 0 0 0 0 0 0 0 0 ooo ooo oo 00000000 0 0 0 oo 0 of o 0
:
%| saowentneay]o oo CCC COC COCO COCO OC CODD COO DOO OOO OO ofp lo 0
2
sqmyanwBT]o © 2 BYE HGoonecnnnosconcnononcoononnonBSok F rluw lozz ShL
8 wal 9S 2EBXocor or er coor or or or cor oro oN RR He OS wlicz Iyer es
$| _|soueooesesngo oo oC CC oD oD oo oo ooo oT Coo Deo Co 7 7000808 oO Off o 0
Sle
g| 5
$ saya, nea] oO COCO OOO OOO OOOO OOO OOO OOO OO OOO OO OOOO OO Olp lO 0
3
2 seoyenB}-@ oe SZPSXecer or er ececeor or or or cor oP oon RR es wliez fa 6s
é
moalno ZT 22Rec9erer rr coor er or or cor or nee SEH Ow Olgez oes os
soyoeog psesngjo oO OO OCOD COCO OCC CoCo ooo oo ooo ooo oC COO OO Oo o 0
2
&
saya, nea] oO COCO OOO OOO OOOO OOO OOO OOO OO OOO OO OOOO OO Olp lO 0
sooyenws]ao TLL Be®eererrrocor cr or or cor or noe SE wO@ @ Olecz oes os
z SSE555222222
ws PPP PPIIPIIPL LLLP TET EATER T EEE EE EE EE EE) icc yee eo,
ze egesesegseasesSSs¢seaseseslsegese seg es Fg ye gimeiussirecamy jyeawa
z REF SESSESESESSSOSEFP THT ANANA TEEPE RRR ASESESEPET
Page 32
Page 1 of 2
AUSTRAFFIC VIDEO QUEUE LENGTH COUNT
Site No.: 1 Weather: Fine
Location: Bus Set Down Area
Day/Date: Tuesday, 3 March 2020
Maximum queue length (no. of
vehicles)
Time period
Bus Set Down
Comment
Area
7:00 - 7:15 2
7:15 - 7:30 1
7:30 - 7:45 1
7:45 - 8:00 0
8:00 - 8:15 0
8:15 - 8:30 1
8:30 - 8:45 0
8:45 - 9:00 0
9:00 - 9:15 0
9:15 - 9:30 0
9:30 - 9:45 0
9:45 - 10:00 0
10:00 - 10:15 0
10:15 - 10:30 0
10:30 - 10:45 0
10:45 - 11:00 0
11:00 - 11:15 1
11:15 - 11:30 1
11:30 - 11:45 1
11:45 - 12:00 0
12:00 - 12:15 0
12:15 - 12:30 0
12:30 - 12:45 0
12:45 - 13:00 1
13:00 - 13:15 1
13:15 - 13:30 0
13:30 - 13:45 0
13:45 - 14:00 0
14:00 - 14:15 0
14:15 - 14:30 0
14:30 - 14:45 1
14:45 - 15:00 0
15:00 - 15:15 1
15:15 - 15:30 1
15:30 - 15:45 1
15:45 - 16:00 1
16:00 - 16:15 1
16:15 - 16:30 1
Average 0
Maximum 2
[OCR of page images]
AUSTRAFFIC VIDEO Q)
E LENGTH COUNT
Site No.: 1 Weather: Fine
Location: Bus Set Down Area
Day/Date: Tuesday, 3 March 2020
Maximum queue length (no. of
vehicles)
Time period
Bus Set Down
an Comment
7:00 - 7:15
7:15 -7:30
7:30 - 7:45
7:45 - 8:00
8:00 - 8:15
8:15 - 8:30
8:30 - 8:45
8:45 - 9:00
9:00 - 9:15
9:15 - 9:30
9:30 - 9:45
9:45 - 10:00
10:00 - 10:15
10:15 - 10:30
10:30 - 10:45
10:45 - 11:00
11:00 - 11:15
11:15 - 11:30
11:30 - 11:45
11:45 - 12:00
12:00 - 12:15
12:15 - 12:30
12:30 - 12:45
12:45 - 13:00
13:00 - 13:15
13:15 - 13:30
13:30 - 13:45
13:45 - 14:00
14:00 - 14:15
14:15 - 14:30
14:30 - 14:45
14:45 - 15:00
15:00 - 15:15
15:15 - 15:30
15:30 - 15:45
15:45 - 16:00
16:00 - 16:15
16:15 - 16:30
‘Average
Maximum
Page | of 2
Page 33
AUSTRAFFIC VIDEO TRAFFIC COUNT N Page 1 of 2
Site No.: 1 Weather: Fine
Location: Bus Set Down Area
Day/Date: Tuesday, 3 March 2020
AM Peak: Hour ending - 8:30 AM
PM Peak: Hour ending - 3:45 PM
Bus Set Down Area
TIME Entry Exit Two-Way Totals
(1/4 hr end)
Entry
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
7:15 AM 2 0 0 2 2 0 0 2 4 0 0 4
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 1 0 0 0 0 0 0 1 1
8:00 AM 0 0 2 2 0 0 3 3 0 0 5 5
8:15 AM 0 0 3 3 0 0 1 1 0 0 4 4
Exit
8:30 AM 0 0 3 3 0 0 0 0 0 0 3 3
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0
9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0
9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM 0 1 0 1 0 0 0 0 0 1 0 1
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM 0 0 0 0 0 1 1 2 0 1 1 2
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0
1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0
1:15 PM 0 0 1 1 0 0 0 0 0 0 1 1
1:30 PM 0 0 0 0 0 0 1 1 0 0 1 1
1:45 PM 0 0 1 1 0 0 1 1 0 0 2 2
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 3 3 0 0 6 6 0 0 9 9
3:30 PM 0 0 3 3 0 0 5 5 0 0 8 8
3:45 PM 0 0 1 1 0 0 1 1 0 0 2 2
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 1 0 0 1 0 0 0 0 1 0 0 1
4:30 PM 0 0 2 2 0 0 0 0 0 0 2 2
3
1
2
1
5
2
20
24
19
22
39
46
9.5 hr Total
0
0
9
9
0
0
4
4
0
0
13
13
AM Peak
0
0
7
7
0
0
0
0
12
12
19
19
PM Peak
[OCR of page images]
Page 1 of 2
AUSTRAFFIC VIDEO TRAFFIC COUNT
Weather: Fine
1
Bus Set Down Area
Site No.:
Location:
Tuesday, 3 March 2020
Day/Date:
8:30 AM
3:45 PM
Hour ending -
Hour ending -
AM Peak:
PM Peak:
pel|e or wen eee ccc er eco Nee cece ceo H HK NDCC Clow NOH Aly lev 6
2
3
B| sowecgasesnglo o- wt mM CCC ooo ooo oH CCC Coo OHH NCCC COCO eNO OC Ale lev 6
2
:
3 sqaya, Meay]o 0 0000 OOOO OOOH OOH OO Ole lo lo
see, 6] t+ 2 0 l0 0 OC OOO OO OOOO OOOO eee Oe CO OO Oo & Olg lo lo
pels con reece ccc eee ee NC CCC CeCe oH HK C00 loo HOH OO Ole Ir a
5
=| | sowecorsesnglo com - ccc ooo ooo CoH CCC oo ooo HH CoC Ooo wH OO Ol ly a
al5
& sepyen Mea] 0 0 0 CoCo CC ooo oF or CoC CoCo ooo CCC oC oO OOO OL lo o
%
a
soya, 6] 2 000 OOO OOOO OO OOOO OOOO OOOO OC oO Oo Oo Olg lo lo
RWI]n or NM MCSF eo oO oO Kr BOO OOOO OO OOOO OU OU HMO HC OOO OOOO OM MH OK NIH 6 je
seyocog psesnglo OK NM MC oSFF CCC o oF FCCC COOH OH CoCo oH MH OO Ale 6 A
2
o
syn MMeeH]o 0 0 0 CoCo CoCo oH Coe C CCC oo ooo SCC CoCo Ooo OOO OL lo o
sqmye, BT} Nn OOO Soo OO OOOO OOOO OOOO OOO OOOO OOOO OOOO OO oO Oo eH Olg }o jo
s
€ SS2222222222 Betz 2B 222222222222 222
z= esegseseseges ESS S2RFS8e8Fseeee28 28823 8 8 ve girs peedWy peednd
z RRR 6S GSOKEKFEEGSESSSSETE SFT TFT NNNN SEE STAN NN KB KKH S
Page 34
AUSTRAFFIC VIDEO TRAFFIC COUNT Page 1 of 2
Eumundi Road (north) N
Site No.: 1 Weather: Fine
Location: Eumundi Road/Access 1
Day/Date: Tuesday, 3 March 2020
AM Peak: Hour ending - 8:45 AM Entry
Goodchap Street(west) Access 1 (east)
PM Peak: Hour ending - 3:30 PM
Exit
Entry
CameraPosition
Eumundi Road (south)
Entry Exit Two-Way Totals
TIME
(1/4 hr end)
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
7:15 AM 14 0 0 14 0 8 1 0 9 0 22 1 0 23 0
7:30 AM 28 0 0 28 0 9 0 0 9 0 37 0 0 37 0
7:45 AM 40 1 0 41 0 22 1 0 23 0 62 2 0 64 0
8:00 AM 60 1 0 61 0 33 0 0 33 0 93 1 0 94 0
8:15 AM 114 0 0 114 0 70 1 0 71 0 184 1 0 185 0
8:30 AM 121 0 0 121 0 107 0 0 107 0 228 0 0 228 0
8:45 AM 22 0 0 22 0 52 0 0 52 0 74 0 0 74 0
9:00 AM 10 0 0 10 0 17 0 0 17 0 27 0 0 27 0
9:15 AM 13 0 0 13 0 8 0 0 8 0 21 0 0 21 0
9:30 AM 11 0 0 11 0 9 0 0 9 0 20 0 0 20 0
9:45 AM 9 1 0 10 0 5 1 0 6 0 14 2 0 16 0
10:00 AM 3 0 0 3 0 10 0 0 10 0 13 0 0 13 0
10:15 AM 2 0 0 2 0 8 0 0 8 0 10 0 0 10 0
10:30 AM 4 0 0 4 0 7 0 0 7 0 11 0 0 11 0
10:45 AM 3 0 0 3 0 4 0 0 4 0 7 0 0 7 0
11:00 AM 5 0 0 5 0 3 0 0 3 0 8 0 0 8 0
11:15 AM 0 0 0 0 0 11 0 0 11 0 11 0 0 11 0
11:30 AM 6 0 0 6 0 11 0 0 11 0 17 0 0 17 0
11:45 AM 4 0 0 4 0 3 0 0 3 0 7 0 0 7 0
12:00 PM 4 0 0 4 0 7 0 0 7 0 11 0 0 11 0
12:15 PM 1 0 0 1 0 2 0 0 2 0 3 0 0 3 0
12:30 PM 4 0 0 4 0 1 0 0 1 0 5 0 0 5 0
12:45 PM 3 0 0 3 0 1 0 0 1 0 4 0 0 4 0
1:00 PM 8 0 0 8 0 3 0 0 3 0 11 0 0 11 0
1:15 PM 4 0 0 4 0 6 0 0 6 0 10 0 0 10 0
1:30 PM 7 0 0 7 0 7 0 0 7 0 14 0 0 14 0
1:45 PM 6 0 0 6 0 5 0 0 5 0 11 0 0 11 0
2:00 PM 7 0 0 7 0 5 0 0 5 0 12 0 0 12 0
2:15 PM 12 0 0 12 0 3 0 0 3 0 15 0 0 15 0
2:30 PM 24 0 0 24 0 6 0 0 6 0 30 0 0 30 0
2:45 PM 44 0 0 44 0 13 0 0 13 0 57 0 0 57 0
3:00 PM 31 0 0 31 0 23 0 0 23 0 54 0 0 54 0
3:15 PM 49 0 0 49 0 93 0 0 93 0 142 0 0 142 0
3:30 PM 34 0 0 34 0 64 0 0 64 0 98 0 0 98 0
3:45 PM 19 0 0 19 0 30 0 0 30 0 49 0 0 49 0
4:00 PM 19 0 0 19 0 29 0 0 29 0 48 0 0 48 0
4:15 PM 29 0 0 29 0 37 0 0 37 0 66 0 0 66 0
4:30 PM 20 0 0 20 0 37 0 0 37 0 57 0 0 57 0
[OCR of page images]
AUSTRAFFIC VIDEO TRAFFIC COUN
Eumundi Road (north)
Site No. 1 Weather: Fine
Location: Eumundi Road/Access 1
Day/Date: Tuesday, 3 March 2020
nding. 8 bm
PM Peak: Hew ontng Spe Goodchap Street(west) uv _— Aceess (east
<—— Exit
@ camera Position
Eumundi Road (south)
Entry Exit ‘Two-Way Totals
TIME
(4/4 hr end) o o °
2/2| 8 2/2|3 2|2|3
g |] 8 g | 2] 38 g |i] 38
S/2e]2)8)38)/8)2)]2)8)]8) 8) 8) 2) 8/8
a = a E So a = a - oS a = a i oS
7:15 AM 14 0 0 14 0 8 1 0 9 0 22 1 0 23 0
7:30 AM 28 0 0 28 0 9 0 0 9 0 37 0 0 37 0
7:45 AM 40 1 0 41 0 22 1 0 23 0 62 2 0 64 0
8:00 AM 60 1 0 61 0 33 0 0 33, 0 93 1 0 94 0
8:15 AM 114 0 0 114 0 70 1 0 71 0 184 1 0 185 0
8:30 AM 121 0 0 121 0 107 0 0 107 0 228 0 0 (228 0
8:45 AM 22 0 0 22 0 52 0 0 52 0 74 0 0 74 0
9:00 AM 10 0 0 10 0 17 0 0 17 0 27 0 0 27 0
9:15 AM 13, 0 0 13, 0 8 0 0 0 21 0 0 21 0
9:30 AM 11 0 0 11 0 9 0 0 0 20 0 0 20 0
9:45 AM 9 1 0 10 0 5 1 0 0 14, 2 0 16 0
10:00 AM 3 0 0 3 0 10 0 0 10 0 13, 0 0 13, 0
10:15 AM 2 0 0 2 0 8 0 0 0 10 0 0 10 0
10:30 AM 4 0 0 4 0 7 0 0 0 11 0 0 "1 0
10:45 AM 3 0 0 3 0 4 0 0 4 0 0 0 7 0
11:00 AM 5 0 0 5 0 3 0 0 3 0 8 0 0 8 0
11:15 AM 0 0 0 0 0 11 0 0 11 0 11 0 0 11 0
11:30 AM 6 0 0 6 0 11 0 0 11 0 17 0 0 17 0
11:45 AM 4 0 0 4 0 3 0 0 3 0 7 0 0 7 0
12:00 PM 4 0 0 4 0 7 0 0 7 0 11 0 0 "1 0
12:15 PM 1 0 0 1 0 2 0 0 2 0 3 0 0 3 0
12:30 PM 4 0 0 4 0 1 0 0 1 0 0 0 0
12:45 PM 3 0 0 3 0 1 0 0 1 0 4 0 0 4 0
1:00 PM 8 0 0 8 0 3 0 0 3 0 11 0 0 11 0
1:15 PM 4 0 0 4 0 6 0 0 6 0 10 0 0 10 0
1:30 PM 7 0 0 7 0 7 0 0 7 0 14, 0 0 14 0
1:45 PM 6 0 0 6 0 5 0 0 5 0 11 0 0 11 0
2:00 PM 7 0 0 7 0 5 0 0 5 0 12 0 0 12 0
2:15 PM 12 0 0 12 0 3 0 0 3 0 15, 0 0 15 0
2:30 PM 24 0 0 24 0 6 0 0 6 0 30 0 0 30 0
2:45 PM 44 0 0 44 0 13, 0 0 13, 0 57 0 0 57 0
3:00 PM 31 0 0 31 0 23 0 0 23 0 54 0 0 54 0
3:15 PM 49 0 0 49 0 93 0 0 93 0 142 0 0 142 0
3:30 PM 34 0 0 34 0 64 0 0 64 0 98 0 0 98 0
3:45 PM 19 0 0 19 0 30 0 0 30 0 49 0 0 49 0
4:00 PM 19 0 0 19 0 29 0 0 29 0 48 0 0 48 0
4:15 PM 29 0 0 29 0 37 0 0 37 0 66 0 0 66 0
4:30 PM 20 0 0 20 0 37 0 0 37 0 57 0 0 57 0
Page 35
AUSTRAFFIC VIDEO TRAFFIC COUNT Page 1 of 2
Access 3 (north) N
Exit
Site No.: 1 Weather: Fine
Location: Water Hay Drive/Access 3
Day/Date: Tuesday, 3 March 2020 Entry
AM Peak: Hour ending - 8:30 AM
Water Hay Drive (west) Water Hay Drive (east)
PM Peak: Hour ending - 3:30 PM
CameraPosition
Entry Exit Two-Way Totals
TIME
(1/4 hr end)
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
7:15 AM 14 0 0 14 0 0 0 0 0 0 14 0 0 14 0
7:30 AM 10 0 0 10 0 0 0 0 0 0 10 0 0 10 0 Entry
Exit
7:45 AM 21 0 1 22 0 0 0 0 0 0 21 0 1 22 0
8:00 AM 19 0 2 21 0 0 0 0 0 0 19 0 2 21 0
8:15 AM 38 0 4 42 0 0 0 0 0 0 38 0 4 42 0
8:30 AM 50 0 6 56 0 0 0 0 0 0 50 0 6 56 0
8:45 AM 8 0 0 8 0 0 0 0 0 0 8 0 0 8 0
9:00 AM 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0
9:15 AM 3 1 0 4 0 0 0 0 0 0 3 1 0 4 0
9:30 AM 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0
9:45 AM 1 1 0 2 0 0 0 0 0 0 1 1 0 2 0
10:00 AM 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0
10:15 AM 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0
10:30 AM 3 1 0 4 0 0 0 0 0 0 3 1 0 4 0
10:45 AM 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0
11:00 AM 2 1 0 3 0 0 0 0 0 0 2 1 0 3 0
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0
12:00 PM 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0
12:15 PM 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0
12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 PM 4 0 1 5 0 0 0 0 0 0 4 0 1 5 0
1:15 PM 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0
1:30 PM 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0
1:45 PM 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0
2:00 PM 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0
2:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0
2:30 PM 6 0 0 6 0 0 0 0 0 0 6 0 0 6 0
2:45 PM 18 0 0 18 0 0 0 0 0 0 18 0 0 18 0
3:00 PM 24 0 1 25 0 0 0 0 0 0 24 0 1 25 0
3:15 PM 29 0 3 32 0 0 0 0 0 0 29 0 3 32 0
3:30 PM 31 0 3 34 0 0 0 0 0 0 31 0 3 34 0
3:45 PM 5 0 1 6 0 0 0 0 0 0 5 0 1 6 0
4:00 PM 10 0 0 10 0 0 0 0 0 0 10 0 0 10 0
4:15 PM 8 0 0 8 0 0 0 0 0 0 8 0 0 8 0
4:30 PM 11 0 3 14 0 0 0 0 0 0 11 0 3 14 0
[OCR of page images]
=
£
5
&
=
g
2
AUSTRAFFIC VIDEO TRAFFIC COUNT
2—>
Weather: Fine
1
Site No.
Water Hay Drive/Access 3
Tuesday, 3 March 2020
Location
Entry
Day/Date:
AM Peak:
PM Peak:
8:30 AM
3:30 PM
Hour ending -
Hour ending -
Water Hay Drive (cast)
Water Hay Drive (west)
Camera Position @
syyofg}o 00 S200 00D DDD DDD DDD DDD DDD OO
° malt SRREF<Rovrtr nae tr nnmcecrrrceonnmmr nr ol REgxzoSo?
3
Fe
B | soyeoggsesnglo o - Nt C00 CODD COCO O OC COCO DO OKT COOK OK OOK MM KOO
=
é
B
separ fneeH}o 20 SD ODDO KF OF OOK OF ODD DDD DDD DDD DDD DDD OO
scpyenwi|s SE LSBRoeHvnt+rr arm mnoor rr ocormnmonool® FQRgwveoed
syfg}o 0 0 OC OCC CODCOD OOOO OOOO OOO DOD OOOO OOOO OO
Rollo co eco eC COC OSC COCO COCO OC OOO OOO eC ODOC OOOO
% | soyeoggsesmglo co Co CC oC oC CCD DDC oC DDD CD DD oC DOD DCD DCO COO
senyen kneH|0 0 0000 CCC FCO COO OOOO DOO OOOO OCOD OD COCO OO Oo
seep WB]o 0 OO COCO CC OOOO CODCOD OD COD ODO DODO DODO OOO Oo
syfg}o 0 0 OC OCC CODCOD OOOO OOOO OOO DOD OOOO OOOO OO
mult SREP Loewwrr nner te nmcor rr conmmr nr ol VX sovlat
B | soyscoogsengio op Nw COC Coo C CCC oo CCC Coo HM CoP OP COP mM MH OO Ow
ai
separ fneay}o CO OOO CO KT OK OOK OK COCO OOOO OOO OCC OOO COC OO Oo
scpyanwi}s SRELBSowoer ener aonncorr Hr ocornmnnmonool® XFQgw od
s
5 SSSSSSFSSFSSSSZZZ22222R2R2 EEZZZz222222222222
ws 222222 ZZZZZT LTC ECE ARATE TET ETE EEE ET TE
25 SeSeseuSouSsouSo ESE SYESLYSYSLY SY SuSHESHSHYUESHSHESOHS
FS esegse2eegeee288 seseseagese282828
= RR FS SSSEFESESSESSSSE EE ENAAAN FSS EAAKAAKBESSEPHES
Page 36
AUSTRAFFIC VIDEO TRAFFIC COUNT Page 1 of 2
Access 4 (north) N
Site No.: 1 Weather: Fine Exit
Location: Water Hay Drive/Access 4
Day/Date: Tuesday, 3 March 2020 Entry
AM Peak: Hour ending - 8:30 AM
PM Peak: Hour ending - 4:00 PM Water Hay Drive (west) Water Hay Drive (east)
Entry Exit Two-Way Totals
TIME
(1/4 hr end)
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
7:15 AM 0 0 0 0 0 12 0 0 12 0 12 0 0 12 0
7:30 AM 0 0 0 0 0 8 0 0 8 0 8 0 0 8 0
7:45 AM 0 0 0 0 0 12 0 0 12 0 12 0 0 12 0
Exit
8:00 AM 0 0 0 0 0 11 0 3 14 0 11 0 3 14 0
8:15 AM 0 0 0 0 0 28 0 2 30 0 28 0 2 30 0
Entry
8:30 AM 0 0 0 0 0 42 0 2 44 0 42 0 2 44 0
8:45 AM 0 0 0 0 0 9 0 0 9 0 9 0 0 9 0
9:00 AM 0 0 0 0 0 4 0 0 4 0 4 0 0 4 0
9:15 AM 0 0 0 0 0 3 1 0 4 0 3 1 0 4 0
9:30 AM 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0
9:45 AM 0 0 0 0 0 5 0 0 5 0 5 0 0 5 0
10:00 AM 0 0 0 0 0 1 1 0 2 0 1 1 0 2 0
10:15 AM 0 0 0 0 0 3 0 0 3 0 3 0 0 3 0
10:30 AM 0 0 0 0 0 5 0 0 5 0 5 0 0 5 0
10:45 AM 0 0 0 0 0 5 0 0 5 0 5 0 0 5 0
11:00 AM 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0
11:15 AM 0 0 0 0 0 2 1 0 3 0 2 1 0 3 0
11:30 AM 0 0 0 0 0 3 0 0 3 0 3 0 0 3 0
11:45 AM 0 0 0 0 0 1 0 1 2 0 1 0 1 2 0
12:00 PM 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 PM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
1:15 PM 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0
1:30 PM 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0
1:45 PM 0 0 0 0 0 1 0 2 3 0 1 0 2 3 0
2:00 PM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
2:15 PM 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0
2:30 PM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
2:45 PM 0 0 0 0 0 3 0 1 4 0 3 0 1 4 0
3:00 PM 0 0 0 0 0 4 0 0 4 0 4 0 0 4 0
3:15 PM 0 0 0 0 0 38 0 7 45 0 38 0 7 45 0
3:30 PM 0 0 0 0 0 25 0 5 30 0 25 0 5 30 0
3:45 PM 0 0 0 0 0 13 0 1 14 0 13 0 1 14 0
4:00 PM 0 0 0 0 0 9 0 0 9 0 9 0 0 9 0
4:15 PM 0 0 0 0 0 9 0 0 9 0 9 0 0 9 0
4:30 PM 0 0 0 0 0 11 0 0 11 0 11 0 0 11 0
[OCR of page images]
£
5
&
=
g
2
Zz
>
3
5
g
i)
Z
&
9
a
g
>
g
2
&
a
=
<
Exit
2
a
=
=
3
=
3
$
S
Water Hay Drive/Access 4
Tuesday, 3 March 2020
Location:
Entry
Day/Date:
8:30 AM
4:00 PM
Hour ending -
Hour ending -
Water Hay Drive (east)
Water Hay Drive (west)
PM Peak:
syyofg}o 00 S200 00D DDD DDD DDD DDD DDD OO
° wg|\SoX FT Syortrnnnmonr anamnnoocernnnmrnr tet 8 8toaoaod
3
Fe
B | sowerovseno com NN ooo Sooo eS eo or ooo ooo oND oo HOR BH OOO
3
B
semen MneH|2 0 0000 FCO rT OO rT OOO Kr HOODOO OOOO OOOO OO Oo
seoyenws]|X o XT SVIoatr anno e- mam HoH oONMHK NDSTOK- NNT Kr Nr MTBRL aoe
syfg}o 0 0 OC OCC CODCOD OOOO OOOO OOO DOD OOOO OOOO OO
pa|\S eX FSyortrnnnmnonr an amnnooceornnnmrnr tet 8 8toaod
% | soyeoggsesmglo com NN Sooo CD DDC COOH CODCOD CONDO oF OR Hr OOO
separ fneay}o CO CCC COOK CoO KP OOO KH OCC OOOO OOOO COO OOOO OO Oo
sepyearyof]Xo Xr SYaortanw er oo w ona Hr nooornne rn anr av BQlaoad
syfg}o 0 0 OC OCC CODCOD OOOO OOOO OOO DOD OOOO OOOO OO
i a a a a i)
F | soyeoogsenglo 0 oc oo C occ CC eo Ceo eC oC eFC CC eo TFC CoC oC COO
ai
senyen kneH|0 0 0000 CCC FCO COO OOOO DOO OOOO OCOD OD COCO OO Oo
seep WB]o 0 OO COCO CC OOOO CODCOD OD COD ODO DODO DODO OOO Oo
zz
5 SSSE22222222 EEEEBZ22222222222222
we 2222 ZF ZPPPZT PRR RTT TTLERE EEE ETP RREREEEEEF
25 SeSeseuSouSsouSo ESE SYESLYSYSLY SY SuSHESHSHYUESHSHESOHS
Fs ST SPSLSr,Sser ses syESFSrLERSRCgsseLesezreyrszrsereszssere
= RR FS SSSEFESESSESSSSE EE ENAAAN FSS EAAKAAKBESSEPHES
Page 37
AUSTRAFFIC VIDEO TRAFFIC COUNT Page 1 of 2
Eumundi Road (north) N
Site No.: 1 Weather: Fine
Location: Eumundi Road/Access 2
Day/Date: Tuesday, 3 March 2020
AM Peak: Hour ending - 8:45 AM Entry Entry
Access 2 (east)
PM Peak: Hour ending - 3:30 PM
Exit
Exit
Eumundi Road (south)
Entry Exit Two-Way Totals
TIME
(1/4 hr end)
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
Light Vehicles
Heavy Vehicles
Buses & Coaches
Total
Cyclists
7:15 AM 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0
8:00 AM 4 0 0 4 0 3 0 0 3 0 7 0 0 7 0
8:15 AM 8 0 0 8 0 5 0 0 5 0 13 0 0 13 0
8:30 AM 29 0 0 29 0 10 0 0 10 0 39 0 0 39 0
8:45 AM 6 0 0 6 0 20 0 0 20 0 26 0 0 26 0
9:00 AM 2 0 0 2 0 5 0 0 5 0 7 0 0 7 0
9:15 AM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
9:30 AM 1 0 0 1 0 1 0 0 1 0 2 0 0 2 0
9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
10:45 AM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
11:00 AM 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 PM 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0
1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 21 0 0 21 0 1 0 0 1 0 22 0 0 22 0
3:00 PM 27 0 0 27 0 7 0 0 7 0 34 0 0 34 0
3:15 PM 14 0 0 14 0 46 0 0 46 0 60 0 0 60 0
3:30 PM 3 0 0 3 0 22 0 0 22 0 25 0 0 25 0
3:45 PM 0 0 0 0 0 13 0 0 13 0 13 0 0 13 0
4:00 PM 1 0 0 1 0 1 0 0 1 0 2 0 0 2 0
4:15 PM 0 0 0 0 0 8 0 0 8 0 8 0 0 8 0
4:30 PM 0 0 0 0 0 7 0 0 7 0 7 0 0 7 0
[OCR of page images]
Eumundi Road (north)
AUSTRAFFIC VIDEO TRAFFIC COUNT
|
Eumundi Road (south)
Weather: Fine
1
Eumundi Road/Access 2
Tuesday, 3 March 2020
Site No.
Location
Day/Date:
Access 2 (east)
Entry >
8:45 AM
3:30 PM
Hour ending -
Hour ending -
AM Peak:
PM Peak:
<—\ Exit
syyofg}o 00 S200 00D DDD DDD DDD DDD DDD OO
° woal|- conn 2BRnrnorecrrreocrcceor ec eoncoocceoco §FSSRL AOR
3
Fe
B | soneorsengic oo eo ceo ce 2c 02 eo ceo ceo 222 e oc eo Seo ooo O
3
B
sepyen hneeH}o 20 SD ODO DD DDD DDD DDD DDD DDD DDD DDO OO
syyenwo|- ONKR2BQKR Kr NoKr oH HK HK Or CC OK COND CC OO KR FSYSRL AOR
syfg}o 0 0 OC OCC CODCOD OOOO OOOO OOO DOD OOOO OOOO OO
poujo como PS Suwrreorer recor cc or ceo Nncocec cor Kh SREr on
% | soyeoggsesmglo co Co CC oC oC CCD DDC oC DDD CD DD oC DOD DCD DCO COO
senyen kneH|0 0 0000 CCC FCO COO OOOO DOO OOOO OCOD OD COCO OO Oo
sepyarwyoflo oom ow SQw~ ror or Hr oor coo Kr CoO NDCC OCC OK KR ES HREE OR
syfg}o 0 0 OC OCC CODCOD OOOO OOOO OOO DOD OOOO OOOO OO
wel ONTO QYCNSCrT CFCC COFr SCC CCC OCC CC CCC COREE YT MOCK CO
F | soyeoogsenglo 0 oc oo C occ CC eo Ceo eC oC eFC CC eo TFC CoC oC COO
ai
senyen kneH|0 0 0000 CCC FCO COO OOOO DOO OOOO OCOD OD COCO OO Oo
sepyanwbq]}- ONTO QoNnCHK CCC COFCO COC COCO OC OC OC OC OC ER ZT MOK CO
zz
5 SSSE22222222 EEEEBZ22222222222222
we 2222 ZF ZPPPZT PRR RTT TTLERE EEE ETP RREREEEEEF
25 SeSeseuSouSsouSo ESE SYESLYSYSLY SY SuSHESHSHYUESHSHESOHS
FS SPSseseegeesgeReF2erezresererzreyrexrsrseseeaeeg2re23828
= RR FS SSSEFESESSESSSSE EE ENAAAN FSS EAAKAAKBESSEPHES
Page 38
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix C
Parking Management Plan
Page27
[OCR of page images]
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix C
Parking Management Plan
Traffic Engineering Page 27
Page 39
Parking Management Plan
South West Car Park
Good Shepherd Lutheran College
Eumundi Road, Noosaville
DRAFT
Page 40
1. Introduction
This car parking management plan has been prepared to assist with the
management of the College’s new South West Car Park (SWCP). The purpose of
this plan is to outline management strategies to ensure safety of users, support
optimum parking and to reduce stress on other parking locations around the College.
2. Description
The South West car park is located on the corner of Noosa-Eumundi Road and
Walter Hay Drive formerly referred to as ‘Lot 30’. It has a maximum car capacity of
154. Through the use of access control methodologies outlined in section 3 the car
park will be restricted to staff use only during school times.
Access to the car park is via the College’s Walter Hay Drive entrance. Upon exit
vehicles must traverse the College’s bus set down area to exit onto Walter Hay Drive
Figure 1. Location and layout of South West car park
DRAFT
Page 41
3. Access Control
To ensure compliance with Noosa Council approval requirements, entry to the
carpark will be limited to College staff during the hours of 8am and 4pm on school
days.
Entry security will be provided via a boom gate integrated into the College security
system. Staff will require a tag securely affixed to their vehicle that will identify the
approaching car and automatically raise the boom gate.
Distributed access tag information will be held with the corresponding staff member’s
employee record.
Figure 2. Vehicle identification reader
Figure 3. Windshield identification tag
DRAFT
Page 42
Figure 4. Boom gate
4. Management
Appropriate signage upon approach and within the car park will alert users to traffic
flow, maximum speed, usage hours, pedestrian passage and exits.
Figure 5. Car park signage
DRAFT
Page 43
4. Management (cont.)
Staff will be instructed in the operation of the boom gate either through specific
training or during the new employee induction process.
The boom gate will be in the open position outside of the staff only times. This
process will be automated through integration with the College security system.
An intercom button placed at the entry to the car park will allow users to contact the
College in case of a system malfunction.
Regular maintenance of the boom gate will be conducted by trained personnel at
intervals specified by the manufacturer to mitigate failures.
Outside of staff only hours the car park will be available for general use, including the
overnight storage of the College buses. Buses will exit the carpark at 6.30am and
return after they have completed their afternoon service between 5pm and 6pm.
For special events outside normal school hours that require additional parking, the
College will manually supervise the car park and provide marshals (with appropriate
PPE) at the entry and exit points.
All staff will be instructed to use the pedestrian paths to safely access the College.
5. Work Place Health and Safety
The College will comply with all work place health and safety requirements to
maximise the safety of staff, visitors and the general public. Regular risk
assessments will be conducted on the car park and related equipment, corrective
actions will be taken if risks are identified. Regular maintenance of the car park and
surrounding area will be conducted by the College maintenance department to
ensure the area is in optimum condition.
6. Monitor/Review Document
The parking management plan will be reviewed annually and updated when deemed
necessary. Any incidents associated with the car park will be logged in the College’s
electronic registry and will be referred to during any review.
DRAFT
Page 44
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix D
Example of Bicycle Scooter/Skateboard Parking Facilities
Page28
[OCR of page images]
19915 Traffic Engineering Report
Good Shepherd Lutheran College
Noosaville
June 2020
Appendix D
Example of Bicycle Scooter/Skateboard Parking Facilities
Traffic Engineering Page 28
Page 45
APPENDIXD
Figure1–ExampleofScooterandSkateboardRacks
Figure2–ExampleofShadedBicycleRacks
[OCR of page images]
APPENDIX D
Figure 1 — Example of Scooter and Skateboard Racks
bt
End View
Polycarbonate roof panels
CBRASC Racks
displayed
Used in these records
Traffic Engineering Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 19.6 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.