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Traffic Report · MCU15/0122
Attached to the e-mail MCU15/0122 Development Application - Report, Economic Needs & Traffic reports Email 2 of 5.
Traffic Impact Assessment
Proposed Medical Centre
Goodchap Street, Noosaville
For
Medicentre Properties Pty Ltd
Project: 15679
Date: November 2015
Versions: V 01
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Page 2
15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
Proposed Medical Centre
Lot 6-9 on RP138011 & Lot 13-15 on RP151414
Goodchap Street, Noosaville
Project Date Issue Dianne Hayes RPEQ 7086
15679 September 2015 DRAFT
15679 November 2015 V01
Project No: 15679
November 2015
Status: DA Issue no: 01
RoadPro Development PO Box 303
Coolum Beach Qld 4573
Phone: 0403 889 039
[email protected]
Dianne Hayes
RPEQ 7086
(c) Copyright RoadPro Development
This report has been prepared for the exclusive use of the commissioning party and unless otherwise agreed in
writing by RoadPro Development, no other party may copy, reproduce, distribute, make use of, or reply on the
contents of the report. No liability is accepted by RoadPro Development for any use of this report, other than for
the purposes for which it was originally prepared and provided.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
Table of Contents
1. INTRODUCTION................................................................................................ 4
2. EXISTING CONDITIONS ................................................................................. 5
2.1 Street Network ......................................................................................................... 5
2.2 Traffic Flows ............................................................................................................ 6
2.3 Intersection Analysis ............................................................................................... 7
2.4 Public Transport ...................................................................................................... 7
3. DEVELOPMENT PROPOSAL ......................................................................... 9
3.1 Access Arrangements .............................................................................................. 9
4. TRIP GENERATION AND DISTRIBUTION ............................................... 10
4.1 Trip Generation ......................................................................................................10
4.2 Trip Distribution and Assignment ........................................................................10
5. TRAFFIC IMPACT........................................................................................... 12
5.1 Forecast Traffic Flows (without development) ....................................................12
5.2 Intersection Analysis (without development) 2027 ..............................................12
5.3 Traffic Impact of the Proposed Development ......................................................13
5.4 Intersection Analysis (with development) 2027 ...................................................14
6. ACCESS ARRANGEMENTS .......................................................................... 15
7. CAR PARKING REQUIREMENTS ............................................................... 17
7.1 Noosa Council Car Parking Requirements ..........................................................17
7.2 Australian Standards AS2890.1 Requirements ...................................................17
8. PROPOSED CAR PARKING ARRANGEMENTS ....................................... 18
8.1 Compliance with Noosa Council Requirements...................................................19
8.2 Compliance with Australian Standards AS2890.1 ..............................................19
9. CONCLUSION .................................................................................................. 21
APPENDICES
Appendix A – Proposed Development Layout
(Provided by Blackburne Jackson Design)
Appendix B - Traffic Survey Data (Provided by Austraffic)
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
1. INTRODUCTION
RoadPro Development has been commissioned by Medicentre Properties Pty Ltd to
provide traffic engineering advice for a proposed medical centre development site in
Noosaville. Drawings of the proposal have been provided by Blackburne Jackson
Design and are included in Appendix A. This report assesses the traffic impacts of the
proposed development on the surrounding road network.
The objective of this study is to provide sufficient information to the Noosa Council
for a development application.
Source: NearMap
Figure 1 – Aerial View of Subject Site
At Goodchap Street and Val Crescent Noosaville
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
2. EXISTING CONDITIONS
In order to assess the impact of the proposal it is necessary to establish existing
transport conditions within the surrounding area. Site investigations and traffic
surveys of the Goodchap Street and Val Crescent roundabout have been undertaken.
2.1 Street Network
The proposed development is located on Goodchap Street with frontage also to Val
Crescent. There is a concrete footpath along the site frontage. Goodchap Street is a
district collector road with a posted speed limit of 60km/h. Traffic surveys indicates
there are approximately 900 vehicles during the peak hour on Goodchap Street. Val
Crescent is an access street with approximately 12 vehicles per hour during the peak
period.
Photograph 1– Goodchap Street with site to right
Photograph 2– Val Crescent with site to right
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
2.2 Traffic Flows
Traffic surveys were undertaken by Austraffic on 26th May 2015 between 6:30am and
9:30am and 2:30pm and 5:30pm at the roundabout of Val Crescent and Goodchap
Street. Peak hour traffic flows are shown below in Figure 2 and 3.
Goodchap Street N
476
1 27
Val Crescent Hospital Access
11 5
0
1
5 18
2 69
344
Morning Peak Hour 7:45 - 8:45
Figure 2 – 2015 Morning Peak Hour Flows
Goodchap Street N
311
4 16
Val Crescent Hospital Access
3 26
0
0
3 70
3 44
443
Afternoon Peak Hour 3:00-4:00pm
Figure 3 – 2015 Afternoon Peak Hour Flows
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
2.3 Intersection Analysis
The roundabout of Goodchap Street and Val Crescent has been analysed using traffic
modelling software Sidra 6.1 to determine the operational performance. Please note
the summary of results shown below is for the overall approach, specific information
for each movement is available in the electronic file. Traffic flows for the peak hours
are shown above and results for the operational performance of the roundabout during
the peak hours are shown in Table 1 below.
Table 1 - Sidra Intersection Analysis 2015 Goodchap Street Roundabout
Peak LOS Degree of Delay Queue
Approach (Seconds) (Vehicles)
Period Saturation
Goodchap Street S A 0.270 5.0 1.8
AM Hospital Access A 0.029 7.5 0.2
Goodchap Street N A 0.385 4.7 2.5
Val Crescent A 0.008 9.3 0.0
Goodchap Street S A 0.345 4.8 2.8
PM Hospital Access A 0.100 6.9 0.5
Goodchap Street N A 0.248 4.5 1.5
Val Crescent A 0.008 8.6 0.0
The results of the Sidra intersection analysis indicates the intersection currently
operates adequately in the morning and afternoon peak hours, with spare capacity and
minimal delays and queues. The limit for acceptable operations, as outlined in
Austroads Guide to Road Design for roundabouts is 0.85 and analysis indicates the
roundabout is currently performing with spare capacity.
2.4 Public Transport
The bus network across the Sunshine Coast is provided by SunBus. The development
site has convenient access to public transport. There are bus stops with shelters and a
pedestrian refuge on Goodchap Street in very close proximity to the site.
Photograph 3 – Bus Stop on Goodchap Street
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
The stops are serviced by Translink Routes 628 and 632, which provide connections
between Tewantin and Noosa and also Cooroy and Noosa Heads.
Figure 4 –Bus Route 628
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
3. DEVELOPMENT PROPOSAL
The Development Proposal is for a medical centre to be constructed on Lot 6-9 on
RP138011 and Lot 13-15 on RP151414 at Goodchap Street Noosaville. Please refer to
Appendix A for layout plans of the proposed development. The centre includes
2,470m2 of GFA and 124 car parking spaces.
Figure 5 –Proposed Medical Centre (Provided by Blackburne Jackson Design)
3.1 Access Arrangements
Vehicular access to the site will be provided from Goodchap Street via a left-in
crossover and a separate left-out crossover. The roundabout with Val Crescent will
assist in facilitating turning movements associated with the proposed left-in and left-
out access. There is an existing pedestrian pathway along the Goodchap Street site
frontage, which provides direct and safe access to and from the site and connects to
existing pathways in the area.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
4. TRIP GENERATION AND DISTRIBUTION
In order to analyse the impact of the development on the existing transport
infrastructure, it is necessary to assess the number of trips likely to be generated to
and from the site and where they are likely to travel. To determine an appropriate rate
to forecast trip generation information has been sought from the Department of Main
Roads’ Road Planning and Design Manual: Chapter 3, Queensland Streets, Austroads
and the RTA Guide to Traffic Generating Developments.
4.1 Trip Generation
The development comprises of a medical centre with 2,470m2 for medical use. The
recommended traffic generation rate for a medical centre in suburban city areas is 13
trips / 100m2 of GFA.
Therefore the total trip generation estimated for the proposed development is 321 trips
during the peak hour.
4.2 Trip Distribution and Assignment
Trip origin and destination for the proposed development has been assessed with
traffic from the development assigned to the transport network. The assignment of
traffic is based on a manual assessment of the likely routes to and from the site. This
takes into account the development’s location in relation to the transport network,
residential subdivisions and local employment centres.
The trip attraction for am/pm peak for the medical centres has been based on 60%
arrivals (193 trips) in the morning peak and 40% departures (128 trips) with the
reverse for the afternoon peak. The expected split is 80% to/from the south and 20%
from the north.
A diagrammatic distribution of the peak hour development generated trips is shown in
Figure 6 below.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
193 / 128
128/193
Figure 6 – AM /PM Peak Hour Movements Generated from the Site
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
5. TRAFFIC IMPACT
The assessment of the impact of the proposed development on the street network has
been undertaken. Traffic volumes have been projected to 10 years past the completion
of development to 2027, assuming the development is operational by 2017 and
generating traffic. The impact has been analysed according to the procedures set out
in Austroads – Guide to Traffic Management and Road Design.
5.1 Forecast Traffic Flows (without development)
The traffic volumes for 2027 have been forecast from the 2015 traffic count data.
Whilst there is limited potential for significant future growth in this area in Noosaville
a 0.5% compounded growth rate has been applied to the through traffic flows on
Goodchap Street.
5.2 Intersection Analysis (without development) 2027
The roundabout of Goodchap Street and Val Crescent has been analysed for the
planning design horizon of 2027 with a 0.5% growth on Goodchap Street. Results of
the intersection performance are shown below.
Figure 7 – Roundabout Geometry modelled in SIDRA
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
Table 2 - Sidra Intersection Analysis 2027 Goodchap Street Roundabout
Peak LOS Degree of Delay Queue
Approach (Seconds) (Vehicles)
Period Saturation
Goodchap Street S A 0.283 5.0 1.9
AM Hospital Access A 0.029 7.7 0.2
Goodchap Street N A 0.406 4.7 2.8
Val Crescent A 0.008 9.5 0.0
Goodchap Street S A 0.363 4.8 2.7
PM Hospital Access A 0.102 7.0 0.5
Goodchap Street N A 0.261 4.5 1.6
Val Crescent A 0.009 8.8 0.0
The results of the Sidra intersection analysis indicates the intersection will operate
adequately in the morning and afternoon peak hours, with spare capacity and minimal
delays and queues. The limit for acceptable operations, as outlined in Austroads
Guide to Road Design for roundabouts is 0.85 and analysis indicates the roundabout is
currently performing with spare capacity.
5.3 Traffic Impact of the Proposed Development
The impact of the proposed development on the surrounding street network has been
assessed. The development generated traffic has been distributed to the road network
as shown in Figure 6 and the operational performance has been analysed.
Goodchap Street N
39 / 26
Val Crescent Hospital Access
102 / 154
AM / PM Peak
Development Traffic 26/39
Figure 8 – AM and PM peak hour development traffic at roundabout
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
5.4 Intersection Analysis (with development) 2027
The roundabout of has been analysed for the design horizon with the additional
development generated traffic.
Table 3 - Sidra Intersection Analysis 2027 Goodchap Street Roundabout
With Development Traffic
Peak LOS Degree of Delay Queue
Approach
Period Saturation (Seconds) (Vehicles)
Goodchap Street S A 0.361 6.6 2.8
AM Hospital Access A 0.034 8.8 0.2
Goodchap Street N A 0.495 5.6 3.6
Val Crescent B 0.009 10.3 0.0
Goodchap Street S A 0.488 6.1 4.4
PM Hospital Access A 0.120 8.3 0.7
Goodchap Street N A 0.346 5.6 2.2
Val Crescent B 0.010 10.5 0.1
The results of the Sidra intersection analysis indicates the intersection will operate
adequately in the morning and afternoon peak hours, with spare capacity and minimal
delays and queues.
In summary the proposed development does not significantly impact on the
operational performance of the roundabout and the road network will continue
to operate adequately with spare capacity.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
6. ACCESS ARRANGEMENTS
Access to the site will be from two access driveways. All access driveways must
comply with standard drawings SEQ R-051 for heavy duty vehicle crossovers. The
access driveways from Goodchap Street will be a Type B with a minimum width of
6.0m.
Figure 9 –Standard Commercial Driveways R-051
The minimum sight lines for pedestrian safety at driveway accesses require a clear
sight triangle from the property. These criteria must be achieved for the access to the
site and it is recommended that landscape treatments must be low planting and
less than 1.0m in height.
Figure 10 – Pedestrian Sight Visibility Requirements at Driveways
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
The access driveways are located a suitable distance from the bus stop on Goodchap
Street with the minimum requirement of 2m separation from the bus stop marker as
per Clause 2.1.3 of the Translink Public Transport Infrastructure Manual. The egress
is located approximately 32m from the Give Way line at the roundabout. This
complies with the minimum driveway separation to an intersection of 20m.
6.1 Sight Distance Requirements
The sight visibility at the proposed driveway location has been reviewed in
accordance with Clause Austroads 2009 Guide to Road Design – Part 4A:
Intersections. Sight distance is measured along the carriageway from the approaching
vehicle to the conflict point. Assumptions used in sight distance calculations are as
follows:
Vehicle speed on Goodchap Street are 60km/h;
Reaction time of 2.0 seconds (specified as “desirable” Table 3.2, Austroads
Part 4 Geometric Design, 2009).
The safe intersection sight distance (SISD) for an observation time of 3 seconds and
reaction time of 2.0 seconds (Refer to Table 3.2 of Part 4) for 60km/h is 123m.
An assessment of sight visibility from the proposed access has been undertaken. The
safe intersection sight distance measured on site in accordance with Austroads
requirements is approximately 138m. The sight visibility complies with both
Austroads and AS2890 requirements for access.
There is a yellow edge line installed along the Goodchap Street frontage to prohibit
parking for the bus stop. The existing two on-street car parks will be removed.
Photograph 3– Goodchap Street
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
7. CAR PARKING REQUIREMENTS
An assessment of the internal road layout and car parking arrangements has been
undertaken in accordance with Australian Standards (AS2890) for Off-street parking
facilities and the Sunshine Coast Council requirements.
7.1 Noosa Council Car Parking Requirements
An assessment of the required parking spaces has been undertaken in accordance with
the Noosa Plan Part 14.115 – minimum vehicle parking requirements.
Table 4 - Parking Required – Current Noosa Plan
Parking Rate Parking
2
Land Use GFA m as per Noosa Plan Required
Medical 2,470 1 / 20m2 124
7.2 Australian Standards AS2890.1 Requirements
The requirements for parking are outlined in AS2890.1:2004 Off-street car parking
and AS2980.2-2002 Off-street commercial vehicle facilities. The proposed
development requires parking facilities for staff identified as User Class 1A and also
for high turnover visitor use identified as User Class 3. Dimensions for car parking are
outlined in Figure 2.2 of AS2890.1. Minimum requirements for User Class 3 90°
angle parking bays include a minimum width of 2.6m, length of 5.4m and aisle width
of 5.8m. Minimum requirements for User Class 1A 90° angle parking bays include a
minimum width of 2.4m, length of 5.4m and aisle width of 5.8m.
Parking for disabled must comply with AS2890.6. Dimensions for service vehicle
bays are outlined in Table 4.1 of AS2890.2, with requirements for an ambulance
being a minimum width of 3.0m and length of 5.4m.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
8. PROPOSED CAR PARKING ARRANGEMENTS
Parking spaces within the site are provided on plans by Blackburne Jackson Design as
shown in Appendix A.
Figure 11 – Proposed Level 1 Car Parking Layout
Figure 12 – Proposed Basement Car Parking Layout
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
8.1 Compliance with Noosa Council Requirements
An assessment of the required parking spaces has been undertaken in accordance with
the Table 14-51 Minimum Parking Requirements of the Noosa Plan. Car parking
requirements and provisions are summarised in Tables 5.
Table 5 – Parking Requirements and Provision
Type of Council Parking GFA Parking Parking Provided
Parking Space Requirements Required
Medical 1 per 20m2 2,470 124 125
GFA (incl. 4 disabled spaces)
In summary, the parking provision is considered adequate for the site and complies
with Council requirements.
8.2 Compliance with Australian Standards AS2890.1
A detailed assessment of the car parking arrangements has been undertaken. All car
parking spaces (except disabled car parking bays) are a minimum of 2.6m wide and
5.4m long, with an aisle width of 6.2m. The proposed design complies with the
requirements for User Class 3 and 1A parking.
Clause 3.3 of AS2890.1 includes requirements for gradients of access driveways. The
grade for the access driveway from the road frontage (kerb) to the property boundary
is a maximum of 1 in 20 (5%). The proposed access meets the requirements for access
driveways.
The proposed 4 disabled parking spaces comply with the requirements of
AS2890.6:2009. The service bay is 7m long and 3.5m wide complying with the
minimum requirements.
Clause 2.5.3 of AS2890 refers to grades on straight roadways and ramps. For a ramp
up to 20m long the maximum gradient is 1 in 5 (20%) on the condition that grade
transitions are provided. The gradient on the ramps leading into the basement car park
is 16.7% (1 in 6) with 2m long 12.5% (1 in 8) grade transitions, complying with
current requirements.
Clause 3.2 of AS2890.1 provides a methodology for establishing the appropriate
driveway width based on the land use, number of parking spaces and the road
hierarchy. For a class 4 car parking facility with over 100 car parks on an arterial
road, it is recommended that the driveway be constructed to a width of 6m minimum
for entry and 6m for exit. The proposed development has provided driveways on
Goodchap Street 6.0m in width. Access driveways comply with current requirements.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
Clause 2.5.2 of AS2890 specifies the width of roadways and ramps. The minimum
width for circulation roadways and ramps for two-way traffic is 5.5m, and for one-
way traffic is 3.0m (with an additional allowance of 300mm if adjacent to a wall
greater than 150mm high).
Clause 2.4.6.1 provides the maximum gradient within parking modules, which allows
a gradient of 1:20 measured parallel to the angle of parking and 1:16 for any other
direction including perpendicular. The proposed layout complies with this
requirement.
The proposed parking arrangements within the development site comply with
AS2890 requirements and are considered adequate and suitable for the intended
use.
The collection of waste and garbage will be undertaken within the site directly from
the designated refuse collection area. It is proposed to utilise 1100 litre bins for waste
storage and collection, with bins housed within the designated storage area. It is
anticipated the refuse vehicle shall access the site on a weekly basis for collection of
waste though the frequency will be adapted to suit the development needs and fit
within the strategy adopted by the centre. It is anticipated that during collection, the
vehicle will reverse into the designated position outside the refuse room allowing
vehicles to enter the site unobstructed during collection.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
9. CONCLUSION
This report has assessed the impact of traffic generated by the proposed medical
centre development on the external transport network. Consideration has been given
to operational performance, sight visibility, access requirements and car parking
arrangements.
An assessment was carried out of the trips likely to be generated by the proposed
development and the estimated distribution of trips on the existing street network. The
impact of the proposed development on the street network has been analysed using
procedures set out in Austroads and Sidra Traffic modelling software. Results of
analysis indicate that the street network, namely Goodchap Street continues to
operate with spare capacity and the impact of development traffic on the
operational performance of the external road network is insignificant.
A review of car parking arrangements has been undertaken to assess the proposal’s
compliance with the Noosa Plan and Australian Standards AS2890.1. The site is
required to provide parking for 124 spaces and has provided a total of 125 spaces,
including provision for 4 disabled parking spaces, an ambulance and one van. The
proposed parking arrangements are considered adequate and generally comply
with the requirements of Council.
In conclusion, the proposed development will not adversely impact on the
operational performance of the surrounding road network and is considered
adequate for the proposed land use.
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15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
Appendix A
Proposed Development Concept Plans
Provided by Blackburn Jackson Design
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PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:250@A3
issue: 03
04 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE COVER PAGE 1534/DA/00
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 24
VA
L
4.00
11.25
CR
322°00' 19.817
ESC
ENT
4.50
329°45'
44.4
96
01 PERSPECTIVE VIEW FROM ROUNDABOUT
5.00
337°
30'
PROJECT SUMMARY
235°36'
30.06
LOT 6-9 ON RP138011 & LOT 13-15 ON RP151414
14
°4
7.
5'
PARISH: TEWANTIN
96
COUNTY: MARCH
CRESCENT
5.50
SITE AREA 4325m2
LEVEL 1 G.F.A = 1746m2
PROPOSED MEDICAL BUILDING LEVEL 2 G.F.A = 724m2
6.00
TOTAL G.F.A. = 2470m2
CAFE = 10 SEATS
52°00'00"
35.25
CARPARKING REQUIRED = 1 CARPARK / 20m2
2470m2 / 20 = 123.5 CARPARKS
VAL
6.50 SUBJECT
CARPARKING PROVIDED: SITE
232°00'00"
01 02 03 04 05 06 15 16 17 18 19 20
30.175
BASEMENT CARPARKING = 97
LEVEL 1 CARPARKING = 26
07 08 09 10 11 12 13 14
ON STREET REPLACEMENT = 02
21 22 23 24 25 26 27 28
CARPARKING
7.00 ENTRY EXIT
0'
°0
TOTAL CARPARKING = 125
97
PMT
69
142°00'00"
5.
BUS 76.445
SHELTER SERVICE VEHICLES PROVIDED: 1 x AMBULANCE
1 x MRV
LEFT IN PROPOSED PROPOSED
LEFT OUT
VEHICULAR VEHICULAR
CROSSOVER CROSSOVER 1 x WCV
SITE COVER = 2006m2 or 46.3%
GOODCHAP STREET LANDSCAPED AREA = 787m2 or 18%
NOTE:
ALL CARPARKING IN ACCORDANCE WITH AS2890.1
MINIMUM TYPICAL DIMENSIONS:
01 SITE PLAN ALL AISLES: 6.2M WIDE
02 LOCATION PLAN
SINGLE CAR: 5.4 x 2.4M
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:500@A3
issue:
1:250@A3
03
05 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE SITE PLAN 1534/DA/01
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 25
4.00 LOWER BIORETENTION ZONE
REFER SWMP BY CIVIL ENGINEER
FOR EXTENT (EXTENT INDICATED
VA
BY HATCHING)
4.50
ACOUSTIC BARRIER
REFER NOISE
L CR
EMT
ASSESSMENT REPORT
ESC
ENT
LANDSCAPE
A ACOUSTIC BARRIER
06 REFER NOISE
ASSESSMENT REPORT
2050
PERIMETER PLANTING
INTO NATURAL GROUND
5400
5400
3149
140
5.00
29 30 31 32 33 34 35 36 37 38 B
5400
126 05
2600 2750 2750 2600 2750 2750 2600 2750 2750 2900
39
2620
40
2950
DETENTION
41
6200
125 2600
TANK
ACOUSTIC BARRIER 2600 42
2600
REFER NOISE
RL 3.500 2750 43
ASSESSMENT REPORT 2600 44
6200
124 2750 45
2600 46 STAF WALL TO RL 5.975
50 51 52 53 54 55 56 2750 F ACOUSTIC BARRIER
47 STAF
2600 F REFER NOISE
ACOUSTIC WALL REFER 2750 48
123 ASSESSMENT
NOISE ASSESSMENT 49
5400
2750 REPORT
2750
REPORT 2900
5.50 BIKE AND MOTORCYCLE
3977
122
2750
121
5400
2600
PLANT 190 300 5800 190 2000
6200
2000@ 1:8
120
245mm
57 58 59 60 61 62 63 64 65 66 67 68 69 70
2750
45790
FALL
2750 2600 2750 2750 2600 2750 2750 2750 2750 2600 2750 2750 2600 2900
3m EMT 97
119
2600
BASEMENT 95 CARS TOTAL
2750
6200
6.00
98
118
2750
5400 6350 2750 2600 2750 2750 2900 2600 2750 2750 2600 2750 2750 2600 2750 6350 5400
2600
2200mm FALL
71 72 73 74 75 76 77 78 79 80 81 82 83
12500@1:6
99
117
2750
2750
5400
41633
100
116
2600
2750
LIFT LOBBY
101
2000 @ 1:8
115
2750
6.50
2900
5400
245mm
FALL
UP
1200 190
102
2750
ST M.S.B.
84 85 86 87 88 89 90 91 92 93 94 95 96
190
2750 2900 5300 1277 103
2600
LINE OF BUILDING OVER
6200
6200
RL 3.500 104
2900
2900 2750 2750 2750 2750 2600 2750 2750 2600 2900 5400
114 113 112 111 110 109 108 107 106 105
5400
7.00
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:250@A3
issue: 03
05 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN BASEMENT 1534/DA/02
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
[OCR of page images]
400 . _ LOWER BIORETENTION ZONE —
: REFER SWMP BY CIVIL ENGINEER
“FOR EXTENT (EXTENT INDICATED
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4
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——l[o —_# \
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| Fe r ~ Y | s\—& 3 ~ \
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3 eg __ BASEMENT 95 CARS TOTAL _ 3s = | \ /
a S| - 4 ' \ J
a : F 98 \
[6350 , 2750| » 2600 , 2750 , 2750 , 2900 , » 2600, 2750 , 2750 , 2600 , 2750 , 2750 , 2600 , 2750 y 6350 5400 \
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a 2
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7.00 y “TS
~
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY TD or vaiess
issue: 05 date: 27.11.2015
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN BASEMENT 1534/DA/02
Page 26
VA
L CR
BASEMENT
ESC
ENT
WINDOW ROOF BELOW
4.50
SETBACK
SHADE
SETBACK
6000
DASHED
4828
EMT
A
06 WINDOW
4900 SHADE
DASHED
4500
ACK
ACK
2080
WINDOW
SETB
SHADE
SETB
DASHED ROOF OVER
DASHED
WINDOW
5.00
SHADE
ACK
B DASHED
5000
05
SETB
DETENTION
TANK WINDOW SHADE
BELOW DASHED
2100
WINDOW
SCREEN
BASEMENT ROOF
BELOW
LEVEL OVER DASHED
32875 10000 22880
5.50
4500
SETBACK
WINDOW
CRESCENT
AMENITIES SCREEN
40385
END OF TRIP FACILITIES
27795
8290
SETBACK
WINDOW
SCREEN
3m EMT
G.F.A.
6.00
1746 m2
CAFE
6425
2200mm FALL
12500@1:6
LANDSCAPE
RL 6.300 ACOUSTIC
BARRIER REFER
ENTRY NOISE
ASSESSMENT
REPORT
VAL
WALKWAY WALKWAY
11175
LIFT
7045
4043
REFUSE ROOM
1450
SETBACK
2000 @ 1:8
6853
6.50
245mm
5400
PWD PWD UP FROM AMB LOAD PWD PWD
FALL
UP
5400
BASEMENT
REFUSE REFUSE
COLLECTION COLLECTION UP FROM
BASEMENT
VEHICLE 01 02 03 04 05 06 15 16 17 18 19 20
SHOWN
CONNECTION
DASHED 2900 2600 2750 2550 2400 2550 2750 3500 3600 2900 2400 2400 2400 2600 2600 2600 5670 3900 1510
PEDESTRIAN
10240mm X
2500mm
RL 6.200
6200
6200
LINE OF ROOF
6800
ACOUSTIC 28 CARS OVER CARPARK
BARRIER REFER 4235 43065 22880 SHOWN
NOISE 2000 DASHED
FA 15
1M HIGH WALL
m 1:
LL
ASSESSMENT 2600 2600 2600 2600 2600 2600 2600 2600 600 6600 6000 4070 2600 2600 2600 2600 2600 2600 2600
0m 0 @
REPORT EXHAUST
75 0 0
07 08 09 10 11 12 13 14
11
EXHAUST 21 22 23 24 25 26 27 28
REPLACEMENT
REPLACEMENT
7400@ 1:27
275mm FALL
PARKING
PARKING
5400
4800
7.00
600
LEFT TURN EXIT ONLY PARKING OVER LANDSCAPE
2000
LANDSCAPE P.M.T.
LANDSCAPE
LEFT TURN
ENTRY ONLY
UPPER BIORETENTION ZONE UPPER BIORETENTION ZONE
REFER SWMP BY CIVIL ENGINEER EXISTING FOOTPATH REFER SWMP BY CIVIL ENGINEER
RETAINING WALL
FOR EXTENT (EXTENT INDICATED FOR EXTENT (EXTENT INDICATED
BY HATCHING) 2M HIGH MECHANICAL VENT RISER BY HATCHING)
2M HIGH MECHANICAL VENT RISER
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:250@A3
issue: 03
05 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN LEVEL 1 1534/DA/03
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 27
15679 Traffic Impact Assessment Report
Proposed Medical Development, Noosaville
Medicentre Properties Pty Ltd
November 2015
Appendix B
Traffic Survey Data
Provided by Austraffic
Page 23
Page 28
11547 - Noosaville - IC
Tuesday, 26 May 2015
JOB NUMBER 11547
JOB NAME Noosaville
CLIENT RoadPro Development
SURVEY LOCATIONS Goodchap Street & Val Crescent & Noosa Hospital Access, Noosaville
SURVEY TYPE Intersection Count
SURVEY DATE Tuesday, 26 May 2015
SURVEY PERIOD 6:30 AM - 9:30 AM
2:30 PM - 5:30 PM
WEATHER Fine
Austraffic (QLD) - 8/71 Beenleigh Road, Coopers Plains, QLD 4108 - Ph: (07) 3423 8277- Fax: (07) 3423 8077
Page 29
Page 2 of 2
AUSTRAFFIC VIDEO INTERSECTION COUNT Goodchap Street (north) N
1 2 3 4 A
Site No.: 1 Weather: Fine D
Location: Goodchap Street/Val Crescent/Noosa Hospital Access, Noosaville 16 5
Day/Date: Tuesday, 26 May 2015 15 6
Val Crescent (west) Noosa Hospital Access (east)
AM Peak: Hour ending - 8:45 AM 14 7
PM Peak: Hour ending - 4:00 PM 13 8
B
Camera Position C 12 11 10 9
Goodchap Street (south)
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
6:45 AM 0 0 0 0 0 0 0 0 50 2 52 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 0
7:00 AM 0 0 0 0 0 0 0 0 53 4 57 0 9 2 11 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 5 0
7:15 AM 0 0 0 0 0 0 0 0 50 3 53 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 0 6 1 7 0
7:30 AM 0 0 0 0 0 0 0 0 59 5 64 2 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 6 0
7:45 AM 0 0 0 0 0 1 1 0 93 5 98 1 6 0 6 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 0
8:00 AM 0 0 0 0 0 0 0 0 128 3 131 0 8 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0
8:15 AM 1 0 1 0 1 0 1 0 133 4 137 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 0
8:30 AM 0 0 0 0 0 0 0 0 94 3 97 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 0
8:45 AM 0 0 0 0 0 0 0 0 107 4 111 0 7 0 7 0 0 0 0 0 2 0 2 0 1 0 1 0 4 0 4 0
9:00 AM 0 0 0 0 0 0 0 0 97 3 100 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0 0 8 0 8 0
9:15 AM 0 0 0 0 0 0 0 0 76 4 80 0 7 0 7 0 0 0 0 0 1 0 1 0 0 0 0 0 15 0 15 0
9:30 AM 0 0 0 0 1 0 1 0 86 1 87 1 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0 0 11 0 11 0
1
0
1
0
2
1
3
0
1026
41
1067
4
67
2
69
0
0
0
0
0
13
0
13
0
1
0
1
0
72
4
76
0
3 hr Total
AM Peak
1
0
1
0
1
0
1
0
462
14
476
0
27
0
27
0
0
0
0
0
5
0
5
0
1
0
1
0
18
0
18
0
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
2:45 PM 0 0 0 0 1 0 1 0 82 4 86 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 0 11 0 11 0
3:00 PM 0 0 0 0 0 0 0 0 79 1 80 0 6 0 6 0 0 0 0 0 4 0 4 0 0 0 0 0 16 0 16 0
3:15 PM 0 0 0 0 2 0 2 0 78 2 80 0 7 0 7 0 0 0 0 0 5 0 5 0 0 0 0 0 19 0 19 0
3:30 PM 0 0 0 0 0 0 0 0 55 5 60 0 1 0 1 1 0 0 0 0 6 0 6 0 0 0 0 0 24 0 24 0
3:45 PM 1 0 1 0 0 0 0 0 82 3 85 0 2 0 2 0 0 0 0 0 7 0 7 0 0 0 0 0 15 1 16 0
4:00 PM 0 0 0 0 1 1 2 0 84 2 86 0 6 0 6 0 0 0 0 0 8 0 8 0 0 0 0 0 11 0 11 0
4:15 PM 0 0 0 0 0 0 0 0 62 2 64 0 2 0 2 0 0 0 0 0 6 0 6 1 0 0 0 0 23 0 23 0
4:30 PM 1 0 1 0 1 0 1 0 74 4 78 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 0 16 0 16 0
4:45 PM 0 0 0 0 0 0 0 0 78 0 78 0 3 0 3 0 0 0 0 0 7 0 7 0 0 0 0 0 16 0 16 0
5:00 PM 0 0 0 0 0 0 0 0 60 1 61 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7 0
5:15 PM 0 0 0 0 0 0 0 0 79 1 80 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 0 8 0 8 0
5:30 PM 0 0 0 0 1 0 1 0 72 1 73 0 2 0 2 0 0 0 0 0 4 1 5 0 0 0 0 0 11 0 11 0
2
0
2
0
6
1
7
0
885
26
911
0
36
0
36
1
0
0
0
0
58
1
59
1
0
0
0
0
177
1
178
0
3 hr Total
PM Peak
1
0
1
0
3
1
4
0
299
12
311
0
16
0
16
1
0
0
0
0
26
0
26
0
0
0
0
0
69
1
70
0
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Page 30
Page 3 of 2
AUSTRAFFIC VIDEO INTERSECTION COUNT Goodchap Street (north) N
1 2 3 4 A
Site No.: 1 Weather: Fine D
Location: Goodchap Street/Val Crescent/Noosa Hospital Access, Noosaville 16 5
Day/Date: Tuesday, 26 May 2015 15 6
Val Crescent (west) Noosa Hospital Access (east)
AM Peak: Hour ending - 8:45 AM 14 7
PM Peak: Hour ending - 4:00 PM 13 8
B
Camera Position C 12 11 10 9
Goodchap Street (south)
Movement 9 Movement 10 Movement 11 Movement 12 Movement 13 Movement 14 Movement 15 Movement 16 Pedestrian Movements
TIME
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
(1/4 hr end)
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
A B C D
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
6:45 AM 0 0 0 0 4 0 4 0 22 4 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0
7:00 AM 0 0 0 0 16 1 17 0 27 3 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:15 AM 1 0 1 0 8 0 8 0 38 7 45 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 14 1 15 0 38 4 42 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 1
7:45 AM 0 0 0 0 19 0 19 0 44 4 48 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 1 0
8:00 AM 3 0 3 0 20 0 20 0 66 3 69 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0 1
8:15 AM 2 0 2 0 19 0 19 0 74 6 80 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0
8:30 AM 1 0 1 0 16 0 16 0 95 4 99 1 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1
8:45 AM 3 0 3 0 14 0 14 0 95 1 96 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0
9:00 AM 2 1 3 0 13 1 14 1 90 2 92 1 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0 0
9:15 AM 3 0 3 0 15 0 15 0 79 3 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
9:30 AM 1 0 1 0 12 0 12 0 74 1 75 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 0 0
16
1
17
0
170
3
173
1
742
42
784
6
2
1
3
0
0
0
0
0
11
1
12
0
1
0
1
0
4
2
6
0
1
7
4
4
3 hr Total
AM Peak
9
0
9
0
69
0
69
0
330
14
344
1
1
1
2
0
0
0
0
0
5
0
5
0
0
0
0
0
0
1
1
0
1
3
2
2
Movement 9 Movement 10 Movement 11 Movement 12 Movement 13 Movement 14 Movement 15 Movement 16 Pedestrian Movements
TIME
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
(1/4 hr end)
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
A B C D
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
2:45 PM 1 0 1 0 13 0 13 0 102 1 103 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 1 0 1 0 16 0 16 0 83 3 86 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 1 0
3:15 PM 2 0 2 0 6 0 6 0 131 2 133 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1
3:30 PM 3 0 3 0 7 0 7 0 98 4 102 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 0 0 1 0 2
3:45 PM 1 0 1 0 11 1 12 0 94 1 95 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 0
4:00 PM 3 0 3 0 19 0 19 0 112 1 113 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1
4:15 PM 3 0 3 0 5 0 5 0 92 2 94 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0
4:30 PM 1 0 1 0 7 0 7 0 104 1 105 2 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 3 0 3 0 4 0 4 0 108 4 112 1 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 PM 0 0 0 0 5 0 5 0 113 2 115 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0
5:15 PM 2 0 2 0 4 0 4 0 104 1 105 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1
5:30 PM 3 0 3 0 6 0 6 0 82 1 83 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
23
0
23
0
103
1
104
0
1223
23
1246
5
10
0
10
0
0
0
0
0
8
0
8
0
0
0
0
0
6
0
6
0
1
9
3
7
3 hr Total
PM Peak
9
0
9
0
43
1
44
0
435
8
443
0
3
0
3
0
0
0
0
0
3
0
3
0
0
0
0
0
3
0
3
0
1
5
1
4
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Page 31
AUSTRAFFIC VIDEO INTERSECTION COUNT
Site No.: 1 Weather: Fine
Location: Goodchap Street/Val Crescent/Noosa Hospital Access, Noosaville
Day/Date: Tuesday, 26 May 2015
Summary: AM Peak : Hour ending - 8:45 AM Goodchap Street (north)
473 332
PM Peak : Hour ending - 4:00 PM
100.00% 100.00%
N
Hour Ending: A 1
1 4 311 16
Classification: 100.00% 100.00% 100.00% 100.00%
D 4
1 2 3 4
6 100.00% 60 100.00%
3 100.00% 16 5 0 100.00%
Val Crescent (west) 0 100.00% 15 6 26 100.00% Noosa Hospital Access (east)
3 100.00% 14 7 0 100.00%
8 70 100.00%
0 100.00% 13
96 100.00%
7 100.00%
12 11 10 9
B 5
3 443 44 9
100.00% 100.00% 100.00% 100.00%
C 1
499 393
100.00% 100.00%
Goodchap Street (south)
Note: 3.28% = proportion of selected vehicle classification as a percentage of total vehicles
Used in these records
Traffic Report.pdfRelated documentApplication case desk ↗
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