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Carramar Aged Care Facility
Traffic Impact Assessment
Final Report
Or Ne Pel
McCormickRankinCagney
Prepared by:
McCormickRankinCagney
www.mrcagney.com
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Page 2
Document Information:
Client Paynter Dixon Pty Ltd (Brisbane)
Job Number 4516
Title Carramar Aged Care Facility – Noosa Road, Tewantin - Traffic Impact
Assessment
Status Final
Prepared by McCormick Rankin Cagney Pty Ltd
Brisbane Queensland
Date 20 April 2011
Quality Assurance Register
Issue Description Prepared Reviewed Authorised
By Date By Date By Date
001-a Draft DT 29/12/2010 MM 05/01/2011 PH 07/01/2011
001-1 Final DT 25/01/2011 MM 25/01/2011 PH 25/01/2011
002-a Draft DT 06/04/2011 MM 07/04/2011 GR 07/04/2011
002-1 Final DT 15/04/2011 MM 15/04/2011 GR 15/04/2011
003-1 Final DT 20/04/2011 MM 20/04/2011 GR 20/04/2011
004-1 Final DT 20/04/2011 MM 20/04/2011 GR 20/04/2011
This document and information contained herein is the intellectual property of McCormick Rankin Cagney Pty Ltd (MRC)
and is solely for the use of MRC’s contracted client. This document may not be used, copied or reproduced in whole or
part for any purpose other than that for which it was supplied, without the written consent of MRC. MRC accepts no
responsibility to any third party who may use or rely upon this document.
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Table of Contents
1. Introduction .........................................................................................................................1
2. Existing / Future Conditions ................................................................................................2
2.1 Subject Site............................................................................................................. 2
2.2 Existing Road Network ............................................................................................ 2
2.3 2010 Existing Traffic Volumes ................................................................................. 4
2.4 Existing Access Intersection Performance ............................................................... 5
2.5 Future Forecast Base Traffic Volumes ..................................................................... 6
3. Proposed Redevelopment...................................................................................................7
3.1 Description .............................................................................................................. 7
3.2 Development Access .............................................................................................. 7
3.3 Car Parking Provision .............................................................................................. 8
3.4 Internal Layout ........................................................................................................ 8
3.5 Servicing and Circulation ......................................................................................... 9
3.6 Traffic Generation .................................................................................................. 11
3.7 Traffic Distribution and Assignment ....................................................................... 12
4. Impact of Generated Traffic on External Road Network .................................................... 13
4.1 Existing Cooroy-Noosa Road / Carramar Access / Access to Local
Development Intersection ...................................................................................... 13
4.2 Proposed Cooroy-Noosa Road / Carramar Access / Access to Local
Development Intersection ...................................................................................... 18
5. Response to Council’s Information Request..................................................................... 20
6. Summary of Findings ....................................................................................................... 22
Appendix A
Architectural drawings: Proposed site plan “Overall Site Plan”, drawing no. SK01 E
produced by LVO’ Architecture Pty Ltd
Manoeuvring diagrams (Figures A1-A12)
Appendix B
Figure B1: 2010 Existing Traffic Volumes
Figure B2: 2022 Base Traffic Volumes
Figure B3: Development Traffic Generation Volumes
Figure B4: 2022 Design Traffic Volumes
Appendix C
SIDRA Output Data
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Appendix D
Traffic Survey Data
Appendix E
Warrant for Right Turn Lane
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Appendix D
Traffic Survey Data
Appendix E
Warrant for Right Turn Lane
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1
1. Introduction
This report investigates the traffic engineering aspects of the proposed redevelopment of the
Carramar Aged Care Facility managed by NoosaCare Inc located at 186 Cooroy-Noosa Road,
Tewantin.
This report has been undertaken to form part of an application to Noosa Shire Council in relation
to the proposed redevelopment and addresses:
the likely traffic impacts of the proposal on the adjacent road network;
the operation and design of the access;
the assessment of the appropriate number of service vehicles and car parking supply
for the proposed development against the Council’s Planning Scheme;
the details of the Channelised Right-turn (CHR) at the Cooroy-Noosa Road / Noosa
Care Access intersection (based on Council’s 2007 Development Approval conditions)
and functional layout plan of the external roadworks (including provision of pedestrian
refuge for access to the bus stop on the southern side of the Noosa-Cooroy Road as
required by Council’s 2007 development Approval conditions); and
other relevant internal requirements with reference to the Access and Parking Code
where applicable.
This report also addresses the development conditions within the Development Application
Decision Notice received from Noosa Council on 20 April 2007.
Specific response to each of Council’s Conditions has been included in Section 5 of the report
with a summary of findings of the traffic engineering assessment provided in Section 6.
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2
2. Existing / Future Conditions
2.1 Subject Site
The Carramar Aged Care Facility is located at 186 Cooroy-Noosa Road, Tewantin. The existing
site is described as Lot 2 on RP177554.
The existing aged care facility comprises 110 beds, 28 staff and ancillary.
The location of the subject site is shown on Figure 2-1 below.
Subject Site
Figure 2- 1: Locality map
2.2 Existing Road Network
Cooroy-Noosa Road is a two-way, two lane roadway which runs in an east-west direction in the
vicinity of the subject site. It is under the jurisdiction of Noosa Shire Council past the subject
site. Cooroy-Noosa Road is a “Major” Road as defined in the Network Map 1 of the Noosa Plan.
Just west of Carramar Street, Cooroy-Noosa Road becomes a State (DTMR) Controlled Road
(Road no. 142) as shown on Figure 2-2 below. The posted speed limit on Cooroy-Noosa Road
is 60km/h in the immediate vicinity of the subject site.
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3
Subject Site
Source: DTMR’s website - http://www.tmr.qld.gov.au/Travel-and-transport/Maps-and-guides/Queensland-state-
controlled-roads-and-region-maps.aspx,
Figure 2- 2: Subject Site In Relation to Outside the State Controlled Road Network
The existing Service Road inside the Carramar Aged Care Facility is a short stretch of road,
approximately 100m in length, which runs parallel to the Cooroy-Noosa Road between the
Carramar Access and the western boundary of the Carramar Aged Care Facility.
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4
The critical intersection in the vicinity of the subject site is the Cooroy-Noosa Road / Carramar
Access / Access to local driveway intersection. This intersection is a give way control
intersection with priority on Cooroy-Noosa Road. An illustration of the Cooroy-Noosa Road /
Carramar Access / Access to local driveway intersection is shown in Photo 2-1 below.
Photo 2- 1: Cooroy
Cooroy-
oroy -Noosa Road / Carramar Access / Access to local driveway intersection.
intersection.
(Source: Google Earth)
2.3 2010 Existing Traffic Volumes
The 2010 existing traffic volumes at this intersection have been obtained from manual traffic
surveys undertaken on Tuesday 7 December 2010 between 7:30am - 10:00am and between
3:000pm - 6:00pm. These surveys were undertaken by Austraffic Pty Ltd and all movements
were recorded at 15 minute intervals.
The full results of the surveys are included in Appendix D of this report.
The on-road AM and PM weekday peak hour periods were selected for this assessment as they
represent the traffic periods when traffic conditions are expected to be the most critical when
considering both the background traffic and the traffic likely to be generated by the proposed
development.
The on-road peak periods from the traffic surveys were:
AM Peak: 7:45am-8:45am;
PM Peak: 3:15pm-4:15pm.
The 2010 existing peak hour traffic volumes for the above time periods are illustrated on
Figure B1 within Appendix B.
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5
2.4 Existing Access Intersection Performance
An intersection capacity analysis has been undertaken at the Cooroy-Noosa Road / Carramar
Access / Access to local development intersection for the 2010 existing traffic situation utilising
traffic capacity analysis software SIDRA 5.0.
The outputs of the SIDRA 5.0 analysis are provided within Appendix D of this report. The
operational performance of the intersection for the 2010 existing conditions is summarised in
Table 2-1.
Table 2- 1: Operational Characteristics
Ch aracteristics of the Cooroy-
Cooroy -Noosa Road / Carramar Access /
Access to L ocal Development Intersection – 2010 Existing Scenarios
Weekday AM Peak Weekday PM Peak
7:45am –8:45am 3:15pm – 4:15pm
th
Intersection Approach Movement Maximum 95 %ile Maximum 95th%ile
Degree of Back of Degree of Back of
Saturation Queue Saturation Queue
(X) (m) (X) (m)
Left 0.01 0.3 0.01 0.3
Access to local
development - Through 0.01 0.3 0.01 0.3
South
Right 0.01 0.3 0.01 0.3
Left 0.25 21.3 0.33 36.9
Cooroy-Noosa
Through 0.23 21.3 0.35 36.9
Road - East
Cooroy-Noosa Right 0.23 21.3 0.36 36.9
Road / Carramar
Access intersection Left 0.02 0.4 0.04 1.3
Carramar Access –
Through 0.02 0.4 0.04 1.3
North
Right 0.02 0.4 0.04 1.3
Left 0.36 34 0.29 30.1
Cooroy-Noosa
Through 0.37 34 0.29 30.1
Road - West
Right 0.33 34 0.33 30.1
Note: Practical Maximum Degree of Saturation (Xp) for unsignalised intersection is 0.80.
As shown on Table 2-1 above, the Cooroy-Noosa Road / Carramar Access / Access to local
development intersection operates well within acceptable limits with the existing facility and
current intersection layout.
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2.5 Future Forecast Base Traffic Volumes
For the purposes of this traffic analysis, the “Base Year” for assessment of the impact of the
proposed redevelopment is 2012; as this represents the most likely completion date of the
proposed redevelopment. The 10-year planning horizon has therefore been taken as 2022.
1
The DTMR traffic census data indicates that a forecast growth rate of 3% p.a. (compound)
(compound
would be appropriate along Cooroy-Noosa Road in the vicinity of the subject site.
This growth rate has been adopted to estimate the 2022 horizon year traffic volume. It is noted
that growth on the surrounding network has only been applied to “background” through traffic.
The forecast future volumes for the Cooroy-Noosa Road / Carramar Access / Access to local
development intersection for the 2022 scenarios are illustrated on Figure B2 in Appendix B of
this report.
1
DTMR traffic census data – Cooroy-Noosa Road - Road 142:
http://131940.qld.gov.au/TrafficCensus/Traffic%20Census%20Data/NCHD%20Data/Combined%20Data/Z055_142_T&
S-C_NC_2008.pdf,
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3. Proposed Redevelopment
3.1 Description
The proposed redevelopment of Carramar Aged Care Facility consists of the construction of two
new special care buildings and a new administration & entry block. The redevelopment will
provide the existing facility with an additional:
32 beds; and
20 staff.
The ultimate design of Carramar Aged Care Facility will therefore comprise the following:
142 beds; and
48 staff.
It is noted that the proposed new administration and entry block are primarily ancillary uses and
are not expected to generate additional traffic; particularly during the AM and PM peak hour
periods.
The Overall Site Plan (Drawing No. SK01, Revision E), prepared by LVO’ Architecture Pty Ltd, is
included in Appendix A of this report.
3.2 Development Access
The current access from the northern side of Cooroy-Noosa Road is proposed to remain and will
permit both ingress and egress movements. The access configuration is two lanes (one in each
direction) at the intersection with Cooroy-Noosa Road.
The desirable sight distances at access driveways (other than for domestic) recommended within
AS2890.1:2004 and AS2890.2-2002 is 83m for a 60km/h frontage road speed. To the west of
the proposed access, the sight distance is estimated to be approximately 185m, which is well
beyond the minimum standard. To the east, the sight distance is in the order of 135m.
The access location is shown on the Overall Site Plan (Drawing No. SK01, Revision E) included
in Appendix A of this report.
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3.3 Car Parking Provision
Column 2 within Table 14-51 of The Noosa Plan sets the minimum vehicle parking requirements
for Type 3 retirement & special needs use as follows:
“For residential aged care staff and visitor parking at the rate of 1 space per 4 residential aged
care beds within the facility:
AND
1 emergency vehicle space.”
Based on the above rate, Council’s recommended car parking supply for the ultimate design
(existing + new addition) would be:
Aged Care (with ancillary):= (142 beds x 1 space / 4 beds) + 1 emergency bay
= 36 spaces + 1 emergency bay
As illustrated on the Overall Site Plan (Drawing No. SK01, Revision E), prepared by LVO’
Architecture Pty Ltd, included in Appendix B of this report, it is proposed to supply a total of 88
car parking spaces( including 1 ambulance bay) for the ultimate design of the aged care facility.
Up to 58 car parking spaces will be located beside Cooroy Noosa Road alignment fence, 29 car
parking spaces will be located under the activity block. The ambulance bay will be located
beside the service access driveway.
The car parking supply is in accordance with the Council’s parking requirements for an aged
care facility and is therefore satisfactory.
3.4 Internal Layout
Probable Solution S8.1 within Table 14-50 – “Carparking and manoeuvring” of The Noosa Plan
requires that all car parking spaces are designed in accordance with AS2890.1 and AS2890.2.
For the proposed uses, the following minimum car parking dimensions are therefore required:
Residential (Class 1A): 2.4m wide, 5.4m long, 5.8m wide aisles;
(widen to 3.2m wide for the bays of people
with disabilities); and
All other spaces (equivalent Class 3): 2.6m wide, 5.4m long, 5.8m wide aisles.
As illustrated on Figures A2, A3 and A4 within Appendix A, the proposed car parking spaces
generally comply with the minimum dimensions set-out in AS2890.1:2004.
It is expected that the southern car park, which is elongated in shape, will operate satisfactorily
due to the low turnover rate and the low occupancy rate of the southern car park.
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3.5 Servicing and Circulation
It is expected that the proposed development would be serviced by the following vehicles:
12.5m (AUSTROADS) heavy rigid vehicle (HRV);
8.8m (AUSTROADS) medium rigid vehicle (MRV);
6.99m (21 seat) mini bus;
6.4m (AUSTROADS) small rigid vehicle (SRV);
5.2m (B99) car; and
4.91m (B85) car.
The proposed layout (refer Overall Site Plan (Drawing No. SK01, Revision E) suits service
vehicles access and circulation.
The manoeuvring of the relevant design vehicles has been assessed using CAD based program
AutoTurn 7.0. The swept path diagrams are provided as Figures A5 to A12 within Appendix A of
the report and can be summarised as follows:
Figure A5 illustrates a 12.5m Heavy Rigid Vehicle (HRV) manoeuvring requirement to
access the emergency bay;
Figure A6 illustrates a 10.7m Large Rigid Vehicle (LRV) manoeuvring requirement to
access the loading bay;
Figure A7 illustrates a 8.8m Medium Rigid Vehicle (MRV) manoeuvring requirement to
access the loading bay. As shown, two MRVs can pass without conflict within the
passing zone;
Figure A8 illustrates a 6.4m Small Rigid Vehicle (SRV) manoeuvring requirement to
circulate the roundabout in front of the new administration and entry block;
Figure A9 illustrates a 6.4m SRV (an ambulance) manoeuvring requirement to access
the ambulance bay;
Figure A10 illustrates a 6.99m (21 seats) mini bus manoeuvring requirement to circulate
the roundabout in front of the new administration and entry block and to access the
northern car park; and
Figure A11 illustrates a 5.2m (B99) car manoeuvring requirement to circulate the
roundabout in front of the new administration and entry block and to access the activity
block.
Figure A12 illustrates a 4.91m (B85) car manoeuvring requirement to turn around at the
turnabout bay of the southern car park.
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3.5 Servicing and Circulation
It is expected that the proposed development would be serviced by the following vehicles:
eeeeee
12.5m (AUSTROADS) heavy rigid vehicle (HRV);
8.8m (AUSTROADS) medium rigid vehicle (MRV);
6.99m (21 seat) mini bus;
6.4m (AUSTROADS) small rigid vehicle (SRV);
5.2m (B99) car; and
4.91m (B85) car.
The proposed layout (refer Overall Site Plan (Drawing No. SKO1, Revision E) suits service
vehicles access and circulation.
The manoeuvring of the relevant design vehicles has been assessed using CAD based program
AutoTurn 7.0. The swept path diagrams are provided as Figures AS to A12 within Appendix A of
the report and can be summarised as follows:
N
WwW. |
Figure AS illustrates a 12.5m Heavy Rigid Vehicle (HRV) manoeuvring requirement to
access the emergency bay;
Figure A6 illustrates a 10.7m Large Rigid Vehicle (LRV) manoeuvring requirement to
access the loading bay;
Figure A7 illustrates a 8.8m Medium Rigid Vehicle (MRV) manoeuvring requirement to
access the loading bay. As shown, two MRVs can pass without conflict within the
passing zone;
Figure Aé8 illustrates a 6.4m Small Rigid Vehicle (SRV) manoeuvring requirement to
circulate the roundabout in front of the new administration and entry block;
Figure Ag illustrates a 6.4m SRV (an ambulance) manoeuvring requirement to access
the ambulance bay;
Figure A10 illustrates a 6.99m (21 seats) mini bus manoeuvring requirement to circulate
the roundabout in front of the new administration and entry block and to access the
northern car park; and
Figure A11 illustrates a 5.2m (B99) car manoeuvring requirement to circulate the
roundabout in front of the new administration and entry block and to access the activity
block.
Figure A12 illustrates a 4.91m (B85) car manoeuvring requirement to turn around at the
turnabout bay of the southern car park.
cagney.com consultants in transportation
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A summary of the information provided by the client regarding the service vehicles frequency for
the different types of services provided for the aged care facility within a one week period is
illustrated in Table.3-1 below:
Table 3- 1: Existing aged care facility servicing frequency – estimated
estimated worst case scenario
during a one week period
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3.6 Traffic Generation
2
The Roads and Traffic Authority (RTA) of NSW recommends peak hourly and daily traffic
generation rates for housing for aged and disabled persons (i.e. retirement villages or aged care
facilities) of 0.1-0.2 trips per dwelling during the peak hour periods. These values are consistent
with the recommendations provided within the Department of Main Roads’ document “Road
3
Planning and Design Manual” .
Given the proposed redevelopment would include similar aged care activities to those being
performed currently, the trip generation rate of the existing ‘aged care facility” was measured to
provide a guide as to the appropriate trip generation rate to apply for the proposed
development.
The traffic generated by the existing aged care facility, as determined from the traffic surveys
carried out at the access location, are illustrated in Table 3-2.
Table 3- 2: Trip Generation by the existing aged
aged care facility
Type Number Total Trips (vehicles per hour) Peak Hour Trips per Bed
of Beds
AM Peak PM Peak AM Peak PM Peak
Aged Care Facility 110 22 31 0.22 0.28
For the purpose of this report, it has therefore conservatively been assumed that the additional
beds would generate traffic at the same rate as the existing beds. Adopting this rate, the traffic
likely to be generated by the additional 32 beds would be in the order of 7vph during the AM
Peak and 9vph during the PM Peak.
It is also noted that the traffic generation rate for the existing facility (which was adopted for the
expended facility) is similar, albeit more conservation, than the traffic generation rates for housing
for aged and disabled persons recommended within the RTA and DTMR guidelines.
2
NSW – RTA “Guide to Traffic Generating Developments”, October 2002.
3
Department of Main Roads, updated December 2005 “Road Planning and Design Manual”.
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3.7 Traffic Distribution and Assignment
The directional distribution and the assignment of the traffic likely to be generated by the ultimate
expansion of the age car facility at the Cooroy-Noosa Road/Carrara Access intersection has
been determined from the existing traffic volumes as follows:
AM Peak: 82% IN / 18% OUT
55% of trips would be generated to / from the east on Cooroy-Noosa Road;
45% of trips would be generated to / from the west on Cooroy-Noosa Road;
PM Peak: 29% IN / 71% OUT
77% of trips would be generated to / from the east on Cooroy-Noosa Road;
23% of trips would be generated to / from the west on Cooroy-Noosa Road;
The additional traffic volumes generated by the proposed extension are illustrated on Figure B3
in Appendix B of this report.
The traffic volumes for the 2022 design scenarios have been determined by adding the traffic
volumes likely to be generated by the proposed extension to the 2022 base traffic volumes.
The 2022 design volumes are illustrated on Figure B4 in Appendix B of this report.
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4. Impact of Generated Traffic on External
Road Network
4.1 Existing Cooroy-Noosa Road / Carramar Access /
Access to Local Development Intersection
Intersection Performance
The operation of the existing Cooroy-Noosa Road / Carramar Access / Access to Local
Development intersection has been assessed by utilising SIDRA 5.0 modelling.
A schematic SIDRA generated illustration of the existing intersection is shown in Figure 4-1. The
results of the analysis for the 2022 Base and Design scenarios are provided within Appendix C
of this report with a summary tabulated in Table 4-1.
Figure 4- 1: SIDRA g enerated illustration of the existing Cooroy-
Cooroy -Noosa Road / Carramar
Carramar
Access / Access to Local Development Intersection
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Table 4- 1: Operational Characteristics of the existing Cooroy-
Cooroy -Noosa Road / Carramar
Access / Access to Local Development i ntersection – 2022
20 22 AM and PM Base / Design
Scenarios
2022 Base 2022 Design
AM Peak PM Peak AM Peak PM Peak
Approach Movement Maximum th
95 %ile Maximum th
95 %ile Maximum th
95 %ile Maximum 95th%ile
Degree of Back of Degree of Back of Degree of Back of Degree of Back of
Saturation Queue Saturation Queue Saturation Queue Saturation Queue
(X) (m) (X) (m) (X) (m) (X) (m)
L 0.02 0.5 0.03 0.7 0.02 0.5 0.03 0.7
Access to local
development - T 0.02 0.5 0.03 0.7 0.02 0.5 0.03 0.7
South
R 0.02 0.5 0.03 0.7 0.02 0.5 0.03 0.7
L 0.33 52.5 0.50 84.5 0.33 53.4 0.50 84.8
Cooroy-Noosa
T 0.33 52.5 0.49 84.5 0.33 53.4 0.49 84.8
Road - East
R 0.32 52.5 0.50 84.5 0.33 53.4 0.50 84.8
L 0.04 0.9 0.09 2.3 0.05 1.3 0.11 3
Carramar Access
T 0.03 0.9 0.08 2.3 0.05 1.3 0.11 3
– North
R 0.04 0.9 0.09 2.3 0.05 1.3 0.11 3
L 0.53 86.3 0.40 71.7 0.53 86.7 0.42 71.8
Cooroy-Noosa
T 0.53 86.3 0.42 71.7 0.53 86.7 0.42 71.8
Road - West
R 0.50 86.3 0.50 71.7 0.50 86.7 0.50 71.8
Note: Practical Maximum Degree of Saturation (Xp) for unsignalised intersection is 0.80.
A comparison of the data contained in Table 4-1 between the existing facility (“base” with 110
beds) and the proposed extension (ultimate “design” with a total of 142 beds), helps quantify the
direct effect that the proposed additional 32 beds would have on Cooroy-Noosa Road.
The information contained in Table 4-1 illustrates that the existing Cooroy-Noosa Road /
Carramar Access / Access to Local Development intersection would operate satisfactorily from a
capacity point of view with simple BAR / BAL geometry (i.e. no right or left turn auxiliary lanes) for
both the 110 beds and the 142 beds scenarios.
The existing Cooroy-Noosa Road has a 1.5m wide cycle lane which is marked along both sides
of the road in the vicinity of the subject site. The width of the cycle lanes increases from 1.5m to
3.3m at the Carramar Access intersection; therefore the actual width of the road at the Cooroy-
Noosa Road / Carramar Access / Access to Local Development intersection could technically
accommodate an additional traffic lane. In reality, although unmarked, the intersection currently
does provide a short additional lane for turning traffic.
A schematic SIDRA generated illustration of the intersection layout which reflects this actual
operation of the intersection is shown in Figure 4-2.
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Figure 4- 2: SIDRA generated illustration of the existing Cooroy-
Cooroy -Noosa Road / Carramar
Access / Access to Local Development Intersection – actual operation
operation
The operation of the existing Cooroy-Noosa Road / Carramar Access / Access to Local
Development intersection illustrated above has been assessed by utilising SIDRA 5.0 modelling
and the results are summarised in Table 4-2 below.
Table 4- 2: Operational Characteristics of the existing - actual operation layout of Cooroy-
Cooroy -
Noosa Road / Carramar Access / Access to Local Development intersection – 2022 AM
and PM Base / Design Scenarios
2022 Base 2022 Design
AM Peak PM Peak AM Peak PM Peak
Approach Movement Maximum th
95 %ile Maximum th
95 %ile Maximum th
95 %ile Maximum 95th%ile
Degree of Back of Degree of Back of Degree of Back of Degree of Back of
Saturation Queue Saturation Queue Saturation Queue Saturation Queue
(X) (m) (X) (m) (X) (m) (X) (m)
L 0.02 0.5 0.02 0.6 0.02 0.5 0.02 0.6
Access to local
development - T 0.02 0.5 0.02 0.6 0.02 0.5 0.02 0.6
South
R 0.02 0.5 0.02 0.6 0.02 0.5 0.02 0.6
L 0.33 0 0.50 0 0.33 0 0.50 0
Cooroy-Noosa
T 0.31 0 0.49 0 0.31 0 0.49 0
Road - East
R 0.02 0.5 0.01 0.2 0.03 0.7 0.01 0.3
L 0.03 0.8 0.08 2.2 0.04 1.2 0.10 2.9
Carramar Access
T 0.03 0.8 0.08 2.2 0.04 1.2 0.10 2.9
– North
R 0.03 0.8 0.08 2.2 0.04 1.2 0.10 2.9
L 0.53 0 0.40 0 0.53 0 0.42 0
Cooroy-Noosa
T 0.52 0 0.42 0 0.53 0 0.42 0
Road - West
R 0.00 0 0.00 0.1 0.00 0 0.00 0.1
Note: Practical Maximum Degree of Saturation (Xp) for unsignalised intersection is 0.80.
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16
As indicated in Table 4-2 above, the Cooroy-Noosa Road / Carramar Access / Access to Local
Development intersection would operate well within acceptable limits with its currently operating
layout configuration, up to and beyond the design horizon year 2022.
However, to fulfil the Council’s recommendation for safety improvements at the existing Cooroy-
Noosa Road / Carramar Access / Access to Local Development intersection, the proposed
upgrade of the intersection configuration to a type CHR(S) / BAL geometry (i.e. an auxiliary right
turn and no auxiliary left turn lane) has been analysed further in section 4.2. The warrants for
turn lanes have also been discussed further below.
Warrants for Turn Lanes
In order to maintain relatively unhindered through movements past the proposed development,
and to significantly reduce the potential of rear-end collisions, it is recommended that a right-turn
lane into the subject site be provided. The recommended provision of this turn lane is based on
the additional right-turn movement into the subject site, during both the AM and PM peak
periods, and the demographics of the proposed development. It is also warranted according to
4
6.39 of the Austroads “Part 5 : Intersections at Grade” and Figure 13.96 of the “Road Planning
5
and Design Manual” which is duplicated within Appendix E.
The warrant for a left or right turn treatment for the existing Cooroy-Noosa Road / Carramar
Access / Access to Local Development intersection can be determined by plotting the expected
traffic volumes on the graphs per Figure 13.23 Warrants for Turn Treatments on Roads with a
Design Speed < 100km/h in DTMR’s “Road Planning and Design Manual” (Ref.5) as duplicated
below.
4
Guide to Traffic Generating Practice – Part 5: Intersections at Grade”, Austroads, 2005.
5
“Road Planning and Design Manual – Chapter 13: Intersections at Grade”, Department of Transport and Main Roads.
4516 - TIA - 004(1) .doc
Page 21
17
The x-axis (QM) and y-axis (QL and QR) on this graph relates to the following:
QR=Right turn traffic volume for right turn (veh/h);
QL =Left turn traffic volume for left turn (veh/h); and
QM=Major road traffic volume which is calculated in accordance with Figure 13.24
Calculation of the Major Road Traffic Volume Parameter ‘QM’ (Ref. 4), duplicated
below.
By applying these calculations, the following right turn volume (QR) and major road traffic volume
(QM) parameters for each time period for the redeveloped (142 beds) Carramar Aged Care Facility
can be established. The traffic resulting volumes are as summarised in Table 4-3.
Table 4- 3: Traffic Volumes – Proposed Cooroy-
Cooroy -Noosa / Carramar Access / Access to
Local Development Intersection
I ntersection
Traffic Volume (vehicles per hour)
Scenario Traffic Movement 2022 Design
AM Peak PM Peak
QR 13 6
Right Turn Scenario
QMR 1595 1716
In order to illustrate the required treatment for each of the above scenarios, the traffic volume
parameters determined in Table 4-3 above have been plotted on Figure 13.23 Warrants for Turn
Treatments on Roads with a Design Speed < 100km/h. These plots are included in Appendix E
of this report with a summary of the required treatment for each scenario included in Table 4-4.
4516 - TIA - 004(1) .doc
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18
Table 4- 4: Warrants for Turn Lanes – Proposed Cooroy
Co oroy-
oroy -Noosa / Carramar Access /
Access to Local Development Intersection
Warranted Turn Lane Treatment
Scenario 2022 Design
AM Peak PM Peak
Right Turn Scenario CHR standard CHR standard
Note: CHR(S) = Channelised Right Turn Treatment with reduced length
Based on the results illustrated in Table 4-4, the following turn treatments are therefore
warranted for the 2022 scenario:
Right Turn: CHR standard.
Notwithstanding the above, the existing BAR type of geometry for the Cooroy-Noosa Road /
Carramar Access / Access to Local Development intersection would provide satisfactory
operation for the proposed redevelopment of Carramar Aged Care Facility from a capacity point
of view. However, from the findings in Table 4-4 above, from a safety point of view (as indicated
ablove), the design of the Cooroy-Noosa Road / Carramar Access / Access to Local
Development intersection would be recommended to be of a type CHR standard.
The proposed new layout of the Cooroy-Noosa Road / Carramar Access / Access to Local
Development intersection, modified to comply with current standards (with a type CHR
standard), is shown in Figure A1 within Appendix A.
4.2 Proposed Cooroy-Noosa Road / Carramar Access
/ Access to Local Development Intersection
As requested by Council within the Noosa Council Conditions dated 16 November 2007
regarding roadworks widening (item 17), “The existing intersection at Cooroy Noosa Road shall
be upgraded, at no cost to Council, to AUSTROADS – CHR standard, including median island,
separate right turn lane, and the necessary pavement widening prior to the commencement of
the next stage. In this regard, plans detailing this work shall be prepared and submitted to
Council for approval prior to obtaining a Development Permit for Operational Works.”
An assessment of the proposed Cooroy - Noosa Road / Carramar Access / Access to Local
Development intersection has therefore been undertaken utilising traffic engineering package
SIDRA5.0.
A SIDRA generated schematic illustration of the proposed access intersection (with a CHR) is
shown as Figure 4-3.
4516 - TIA - 004(1) .doc
Page 23
19
Figure 4- 3: SIDRA Generated Illustration of the Recommended Cooroy-
Cooroy -Noosa / Carramar
Access / Access to Local Development
Development Intersection Configuration
The results of the traffic analysis for the 2022 Base and Design scenarios are summarised in
Table 4-5. Output summary data have been included within Appendix C of this report.
Table 4- 5: Operational Characteristics of the proposed Cooroy-
Cooroy -Noosa Road / Carramar
Access / Access to Local Development intersection – 2022 AM and PM Base / Design
Scenarios
2022 Base 2022 Design
AM Peak PM Peak AM Peak PM Peak
Approach Movement Maximum
th
95 %ile Maximum
th
95 %ile Maximum
th
95 %ile Maximum 95th%ile
Degree of Back of Degree of Back of Degree of Back of Degree of Back of
Saturation Queue Saturation Queue Saturation Queue Saturation Queue
(X) (m) (X) (m) (X) (m) (X) (m)
L 0.02 0.5 0.02 0.6 0.02 0.5 0.02 0.6
Access to local
development - T 0.02 0.5 0.02 0.6 0.02 0.5 0.02 0.6
South
R 0.02 0.5 0.02 0.6 0.02 0.5 0.02 0.6
L 0.33 0 0.50 0 0.33 0 0.50 0
Cooroy-Noosa
T 0.31 0 0.49 0 0.31 0 0.49 0
Road - East
R 0.02 0.5 0.01 0.2 0.02 0.7 0.01 0.3
L 0.03 0.8 0.08 2.2 0.04 1.2 0.10 2.9
Carramar Access
T 0.03 0.8 0.08 2.2 0.04 1.2 0.10 2.9
– North
R 0.03 0.8 0.08 2.2 0.04 1.2 0.10 2.9
L 0.53 86.3 0.40 69.8 0.53 86.7 0.42 70
Cooroy-Noosa
T 0.53 86.3 0.41 69.8 0.53 86.7 0.41 70
Road - West
R 0.50 86.3 0.50 69.8 0.50 86.7 0.50 70
Note: Practical Maximum Degree of Saturation (Xp) for unsignalised intersection is 0.80.
As can be seen from the above results, the proposed Cooroy - Noosa Road / Carramar Access
/ Access to Local Development intersection, based on the proposed configuration shown in
Figure 4-3, would operate well within acceptable limits up to and beyond the design horizon year
of 2022.
4516 - TIA - 004(1) .doc
Page 24
20
5. Response to Council’s Information
Request
The traffic engineering related issues highlighted by Council within the “Noosa Council’s
Conditions”: and the response to each of the items is presented as follows.
Noosa Council’s Condition 2.9
“Land Use
2. An amended Plan of Development and Development Code shall be submitted to Council prior to
any further development applications being made and shall include the following to the reasonable
satisfaction of the Manager, Land Use:
2.9. The car parking shown in the road reserve to Cooroy Noosa Road shall be deleted, with all
car parking required for the development to be provided on site.”
Response to Condition 2.9
As detailed within section 3.3 of this report, the redevelopment of Carramar Aged Care Facility
will provide a total of 88 car parking spaces (including 1 ambulance bay) for the ultimate design
of the aged care facility. This is in compliance with The Noosa Plan.
Noosa Council’s Condition 16
“Roadworks Widening
“16. The existing intersection at Cooroy Noosa Road shall be upgraded, at no cost to Council, to
AUSTROADS — CHR standard, including median island, separate right hand turn lane, and the
necessary pavement widening prior to the commencement of the next stage. In this regard, plans
detailing this work shall be prepared and submitted to Council for approval prior to obtaining a
Development Permit for Operational Works.”
Response to Condition 16
As detailed in section 4.2 within the traffic report, the existing Cooroy-Noosa Road / Carramar
Access / Access to Local Development intersection of type BAR/BAL is recommended to be
upgraded to be of a type CHR standard / BAL. The proposed new layout of the Cooroy-Noosa
Road / Carramar Access / Access to Local Development intersection, modified to comply with
current standards (with a type CHR standard), is shown in Figure A1 within Appendix A.
4516 - TIA - 004(1) .doc
Page 25
21
Noosa Council’s Condition 17
“ The median island shall contain a pedestrian refuge to enable safe pedestrian access to the bus
stop on the southern side of Cooroy Noosa Road. In this regard, plans detailing this work shall be
prepared and submitted to Council for approval prior to obtaining a Development Permit for
Operational Works. “
Response to Condition 17
As illustrated on Figure A1 within Appendix A, the proposed upgraded Cooroy Noosa Road /
Carramar Access / Access to Local Development intersection includes the construction of a
pedestrian refuge, the extension of the existing footpath located on the northern side of the road
and the construction of new footpath on the southern side of the Cooroy Noosa Road to provide
pedestrian link to the bus stop located on the southern side of the road.
In addition to the traffic island, it is recommended that additional warning signage be erected to
advise drivers of pedestrian activity in the area.
Noosa Council’s Condition 19
“19. The existing pathway across the frontage east of the bus shelter shall be replaced with a 2.0
metres wide pathway, including a connecting 2.0m wide pathway to the pedestrian refuge
crossing across the road. Care shall be taken to protect any existing vegetation and/or any
underground services.”
Response to Condition 19
Refer to response to Condition 17 - a 2m wide pathway along the northern and southern side of
Cooroy Noosa Road on the eastern side of the access to the subject side will be provided as
illustrated on Figure A1 within Appendix A. This pathway will provide the necessary functions to
carry pedestrians to / from the subject site to the existing bus stops located on the eastern side
of the access to the site (on both sides of Cooroy Noosa Road).
The pedestrian refuge island as shown, coupled with additional warning signage, are considered
to be satisfactory for safe pedestrian movement across Cooroy-Noosa Road to the existing bus
stop located along the southern side of the road.
4516 - TIA - 004(1) .doc
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22
6. Summary of Findings
6.1 It is proposed to redevelop the Carramar Aged Care Facility located at 186 Cooroy-
Noosa Road, Tewantin to include an additional 32 beds and 20 staff.
6.2 As discussed within Section 3.3, the proposed car parking supply (88 car parking
spaces, which includes 1 ambulance bay) is in accordance with the Council’s parking
requirements and is therefore satisfactory.
6.3 Car parking spaces are generally designed in accordance with the requirements set-out
in AS2890.1:2004.
6.4 The main circulation driveway is proposed to be maintained. The width provided is
considered adequate to cater for two-way vehicular traffic flow. Figures A1 to A12
within Appendix A of this report illustrate the relevant vehicles circulating throughout the
site.
6.5 As discussed within section 4.2, it is recommended that a right-turn lane (with
approximately 20m storage) from Cooroy-Noosa Road east into the Carramar Access
be provided as part of the proposal. A functional layout plan of the proposed
intersection configuration (including the CHR) has been provided as shown on Figure A1
within Appendix A of this report.
6.6 With the provision of the recommended right-turn lane into the development (as shown
on Figure A1 within Appendix A of this report), it would be expected that the Cooroy-
Noosa Road / Carramar Access / Access to Local Development intersection would
operate both safely and efficiently well into the future.
4516 - TIA - 004(1) .doc
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23
Appendix A
Architectural drawings: Proposed site plan “Overall Site Plan”, drawing no. SK01 E
produced by LVO’ Architecture Pty Ltd
Manoeuvring diagrams (Figures A1-A12)
4516 - TIA - 004(1) .doc
Page 28
NOOSA CARE —
COOROY — NOOSA ROAD, TEWANTIN
SITE DETAILS
LOT: 2 ON RP 177554
PARISH OF TEWANTIN
COUNTY OF MARCH
AREA: 40,468 SQM
ADJOINING
DEVELOPMENT SUMMARY
TYPE BLOCK DESCRIPTION BEDS STAFF GFA (SQM) SITE COVER (SQM)
RESIDENTIAL
BUILDINGS
ADJOINING NEW SPECIAL CARE BLOCK A 16 2 834.6 SQM 848.1 SQM
RESIDENTIAL NEW SPECIAL NEEDS BLOCK B 16 2 817.4 SQM 831.1 SQM
EXISTING COVERED NEW ENTRY & ADMINISTRATION - 16 365.2 SQM 290.4 SQM
BUILDINGS BUS BAY 6,000 EXISTING WARD & WOOD LODGE 24 4 1,499.0 SQM 763.0 SQM
3,000 SETBACK SETBACK EXISTING MARGARET ANGUS LODGE 10 2 470.0 SQM 470.0 SQM
3,000
EXISTING STAFF EXISTING MACDONALD HOUSE 8 2 334.0 SQM 334.0 SQM
284.150 PARKING BAYS - 4 BAYS
EXISTING LEGACY LODGE 8 2 334.0 SQM 334.0 SQM
SETBACK
4,500
76°36'00" EXISTING EASEMENT C (RP 854293) EXISTING HARLOW HOUSE 8 2 334.0 SQM 334.0 SQM
6,000
EXISTING BUTLER HOUSE 8 2 334.0 SQM 334.0 SQM
SETBACK
EXISTING QUOTA LODGE 8 2 233.0 SQM 233.0 SQM
EXISTING BERRY LODGE 8 2 334.0 SQM 334.0 SQM
NEW SECURED FENCING
4.5M DEEP LANDSCAPE EXISTING WILSON LODGE 8 2 393.0 SQM 393.0 SQM
BUFFER TO BOUNDARY (EXTENT SHOWN DOTTED). EXISTING ESCOTT LODGE - - 324.0 SQM 324.0 SQM
SPECIAL CARE COURTYARD REFER LANDSCAPE DRAWING
QUOTA BERRY EXISTING
EXISTING
AUXILIARY LODGE
ROBENA LODGE
8
12
2
2
717.0 SQM
874.0 SQM
386.0 SQM
576.0 SQM
LODGE AUXILARY EXISTING ADMIN BUILDING - - 392.0 SQM 392.0 SQM
LODGE LODGE
BATTERED BANK
EXISTING RECREATION HALL - 1 444.0 SQM 797.3 SQM
EXISTING MAINTENANCE SHEDS - 3 60.0 SQM 60.0 SQM
NEW SPECIAL CARE BUILDING
WILSON TOTAL — EXISTING 110 28 7,076.0 SQM 5,711.0 SQM
BLOCK (A) TOTAL — NEW (ADDITIONS) 32 20 2,017.2 SQM 1,969.6 SQM
LODGE RL 10.300
EXISTING COVERED WALKWAY Q100 LINE SITE AREA — 40,468 SQM 9,093.2 SQM 7,680.6 SQM
22.5 % 18.9 %
344°36'30"
133.020
TOTALS 142 48 9,093.2 SQM 7,680.6 SQM
BUTLER ROBENA
LODGE LODGE 1:20 RAMP UP
MAXIMUM SITE COVER (ALLOWABLE): 30.0 % ACTUAL = 18.9%
MAXIMUM BUILDING HEIGHT (ALLOWABLE): 2 STOREYS 2 STOREYS
8.5 METRES (PITCHED ROOF)
NEW
ESCOTT PEDESTRIAN
CROSSING
MINIMUM CAR PARKING (REQUIRED): 1/4 RESIDENTS + 1 EMERGENCY 37 CAR BAYS REQUIRED
HARLOW (UNCOVERED) NEW SPECIAL NEEDS BUILDING (AS PER NOOSA PLANNING SCHEME - EXISTING = 70 CAR BAYS
LODGE DRIVEWAYS & CAR PARKING CODE PROPOSED / ACTUAL = 88 CAR BAYS
LODGE LOADING
BAY BLOCK (B) REQUIREMENTS FOR RESIDENTIAL
AGED CARE)
EXISTING NEW COVERED NEW SECURED
DRIVEWAY WALKWAY FENCING
CAR PARKING: 58 CAR BAYS (NEW — BESIDE COOROY NOOSA ROAD ALIGNMENT FENCE)
29 CAR BAYS (EXISTING — UNDER ACTIVITY BLOCK, MAINTENANCE AREA & BESIDE AUXILARY LODGE)
1 AMBULANCE BAY (NEW — BESIDE SERVICE ACCESS DRIVEWAY & NEW SPECIAL CARE BLOCK)
EXISTING COVERED WALKWAY NEW SECURE GATE
AMBULANCE / & KEYPAD SPECIAL CARE COURTYARD
EMERGENCY BAY
169°56'00"
133.100
LEGACY NEW SECURED FENCING
BATTERED BANK
LODGE ACTIVITY
EXISTING BLOCK
RL 10.300
ADMIN
ADJOINING EXISTING NEW ADMIN &
RESIDENTIAL
REFUSE BIN
STORAGE MACDONALD ENTRY BLOCK
RL 10.300
BUILDINGS LODGE
NEW SECURE GATE
STAFF CARPARKING
4)
18 BAYS UNDER
27
ACTIVITY BLOCK
98
1
EXISTING STAFF
(RP
PARKING BAYS - 6 BAYS
BACK
MARGARET & DOROTHY WARD &
A
ANGUS BLANCHE WOOD
6 ,0 0
NT
EXTENT OFNEW
4,000 SET
ROAD WORKS
ME
(SHOWN BOLD)
LODGE LODGE
0 S
NEW SECURED FENCING
SE
EXISTING
ETB
EA
SHED
ING
ACK
IST
NEW SECURED FENCING
PROPOSED LOCATION
35
EX
FOR NEW TRANSFORMER
48.9
(5m x 5m) NEW CARPARKING BAYS (58 BAYS) TURN AROUND
BAY (REFER
0"
15'0
TRAFFIC ENG.)
° 6,000 SETBACK
233
SETBACK
SETBACK
EXISTING ALIGNMENT FENCE
6,000
4,500
99.040
257°10'00"
EXISTING CAR
PARKING & D
RIVEWAYS EXISTING ALIGNMENT FENCE Q100 LINE
ENTRY / EXIT
DRIVEWAY NEW CHEVRON REFER TRAFFIC
ENGINEERS REPORT
Y - N O O S A ROAD
EXISTING KERB & CHANNEL TO BE ADJUSTED
AS PER TRAFFIC ENGINEERS DRAWINGS (DASHED) COOR O
NEW CHEVRON REFER TRAFFIC
ENGINEERS REPORT. FOR DETAILS
OVERALL SITE PLAN
H
NORT
1:500
0 10 20 30 40 50
DA ISSUE
AMT DESCRIPTION BY DATE ARCHITECT: COPYRIGHT - REPRODUCTION OF THESE
PAYNTER DIXON QUEENSLAND PTY. LTD.
PROJECT: TITLE: Date
19-04-2011 Drawn GH/SA
DRAWINGS IN WHOLE OR PART IS
A DEVELOPMENT APPROVAL ISSUE NW 07/04/11 A.B.N. 32 060 951 162 PAYNTER DIXON OVERALL SITE PLAN
PAYNTER DIXON
Scale (A1)
B DEVELOPMENT APPROVAL ISSUE NW 13/04/11 LVO' Architecture Pty. Ltd.
14/220 Boundary Street,
STRICTLY FORBIDDEN WITHOUT THE 1:500 Checked NW
C DEVELOPMENT APPROVAL ISSUE WL 18/04/11 Spring Hill, QLD, 4000
WRITTEN PERMISSION OF PAYNTER
LEVEL 3/299 CORONATION DRIVE, MILTON, QLD 4064 NOOSA CARE - TEWANTIN Job No
A9042.1 Approved NW
L VO
D DEVELOPMENT APPROVAL ISSUE WL 18/04/11 P +61 7 3832 2700 DIXON QUEENSLAND. USE FIGURED
P.O. BOX 1206 MILTON, QLD 4064 COOROY - NOOSA ROAD
E DEVELOPMENT APPROVAL ISSUE WL 19/04/11
A I L A
F +61 7 3832 2708
email : [email protected]
DIMENSIONS IN PREFERENCE TO SCALE.
ALL DIMENSIONS TO BE CONFIRMED ON SITE.
BUILDING YOUR BUSINESS TELEPHONE: 07-3368 5500 FAX: 07-3367 4600 TEWANTIN QLD 4565 PD Ref No. Drawing No. Revision
EMAIL: [email protected]
SK01 E
web : www.lvo.com.au
WEB: www.paynter.com.au
architecture architecture landscape architecture visual planning assessment
Page 29
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Page 30
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Page 31
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Page 32
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Page 33
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Page 34
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+ N PE EE EEE LP PEEL EE EER EE
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Tr 10.7m LARGE RIGID VEHICLE MANOEUVRING
0 5 9 © 20 30 km 500 WO eee eseseseees: REQUIREMENT TO ACCESS LOADING BAY
Full Size A3 Basa NOOSA CARE - TEWANTIN
MeCormickRankinCagney COOROY - NOOSA ROAD, TEWANTIN
FIGURE AG ]
Page 35
us VVILUUIN
— LODGE
—— EXISTING COVERED WALKWAY
ESCOTT U cecscsusssstnsesueee
HARLOW LODGE
LODGE
L cst COVERED WALKWAY AMBULANCE | Ef
EMERGENCY ot |
7
\ —) H
EXISTING
ADMIN
MACDONALD
LODGE
MARGARET &
ANGUS
LODGE
Full Size A3
ROBENA
LODGE
DOROTHY WARD &
BLANCHE WOOD
LODGE
7 UW,
Z em) b,
i a
BLOCK (A)
RL 10.300
Y
beeen
: PASSING \ ; Uj
ONE =" | Yj
° UNoove9 ui | _ NEW SP
NEW SECURE GATE
& KEYPAD
ACTIVITY
BLOCK
RL 10.300
STAFF CARPARKING
18 BAYS UNDER
ACTIVILY BLOCK
ECIAL NEEDS BUILDING
BLOCK (B)
NEW ADMIN &
EN PRY BLOCK
RL 10.300
f:" EXTENT OFNEW ROAD
a WORKS,
“s+... (SHOWN BOLD)
“8 l 7
PROPOSEDLOCATION °
FOR NEW TRANSFORMER
(6m x 5m)
TWO-WAY,
ONE LANE
PASSING
ZONE
4516-16.DWG
8.8m (AUSTROADS) MEDIUM RIGID VEHICLE MANOEUVRING \
REQUIREMENT TO USE PASSING ZONE
McCormickRankinCagney
NOOSA CARE - TEWANTIN
COOROY - NOOSA ROAD, TEWANTIN
IT-4 J 20th APRIL 2011
FIGURE AT)
Page 36
| UH VVILWVIN BLOCK (A)
LODGE RL 10.300
L
ROBENA Y
; LODGE Va yD eT 120 ANP UP
—hi— Zn en
Y Yy
ESCOTT L / |
HARLOW Looce 3S |: C ~~ W _ NEW SPECIAL NEEDS BUILDING =—
LODGE LOADING BAY Z yo Y BLOCK (B) —
A) yoo iA \\
ZK
L cst COVERED WALKWAY
NV
AMBULANCE | NEW SECURE GATE
EMERGENCY BAY L & KEYPAD
iQ ACTIVITY
A BLOCK
OUI ai RL 10.300
MACDONALD
LODGE
STAFF CARPARKING
48 BAYS UNDER
ACTIVITY BLOCK
MARGARET &
ANGUS | £
LODGE
Full Size
DOROTHY WARD &
BLANCHE WOOD
LODGE
A3
BS Ww woo
\ TTT nie
BATTERED BANK y
/
|
NEW ADMIN & \
ENERY BLOCK \
RL 10.300 \
\
\
\
\
NEW SECURE GATE sy
"EXTENT OFNEW ROAD
Y/ of Works
~-...._ (SHOWN BOLD)
FOR NEW TRANSFORMER
(6m x 5m)
4516-16.DWG
MEN 6.4m (AUSTROADS) SMALL RIGID VEHICLE MANOEUVRING \
rr REQUIREMENT TO CIRCULATE ROUNDABOUT
Mobo. LLIIEIEiiiihiiiiinnn:
medias ILLS bbhhhin NOOSA CARE — TEWANTIN Te] 2oth APR ZO
McCormickRankinCagney COOROY - NOOSA ROAD, TEWANTIN | FIGURE AB }
Page 37
BLOCK (A)
RL 10.300
beeen
NEW SPECIAL NEEDS BUILDING
BLOCK (B)
SPECIAL CARE COURTYARD
Ciao
ue VVILWVIN
— LODGE
—EXISTING COVERED WALKWAY
ROBENA -
, LODGE 7 Vd
WZ /
ESCOTT NEW PEDESIRI Y
HARLOW | =) Ld] ana OP (UNCOVER J
LODGE /
LODGE
Lease COVERED WALKWAY ere GATE
Y ACTIVITY
EXISTING | FR BLOCK
ADMIN i NEW ADMIN &
MACDONALD | eNom
Ly
LODGE L
kA
2
Lf
i, STAFF CARPARKING
TL & a
Ke)
MARGARET & wy DOROTHY WARD & /
ANGUS L. V4 BLANCHE WOOD ff Orne ROH
LODGE es [ LODGE someon
key &} -
ee OTT tee ~ g [ NEW SECURED renone———/ ‘ go LOCATION
SY ae fans) TRANSFORMER
Full Size A3
4516-16.DWG
McCormickRankinCagney
6.4m (AMBULANCE) SMALL RIGID VEHICLE MANOEUVRING \
REQUIREMENT TO ACCESS AMBULANCE BAY
NOOSA CARE - TEWANTIN
COOROY - NOOSA ROAD, TEWANTIN
IT-4 J 20th APRIL 2011
FIGURE Ad}
Page 38
= Pr vel creo | Li h bill 45 DE aN
Ac uly BUFFER 10 BOU
“ SPECIAL CARE COURTYARD /, REFER LANDSCA
BERRY “ Li)
LODGE AUXILARY | FCS BATTERED BANK
LODGE
| LN _ WILSON r NEW SPECIAL CARE BUILDING
BLOCK (A)
LODGE RL 10.300
— EXISTING COVERED WAUKWAY
L
ROBENA - WH
; , LODGE UP) px fp ge TT,
Yj Lj, es (
| NEW PEDESTRIA ah, U 2
EsScoTT. «sf ||| Z 2
HARLOW LODGE wuncoveReof [| .-- NEW SPECIAL NEEDS BUILDING =——
LODGE LOADING BAY ZA Uf! BLOCK (B) =—
Sar} Lew covereD NEW SECURED
| WALKWAY FENCING \
> S\
L_ casino COVERED WALKWAY
AMBULANCE / i fe NEW SECURE GATE
EMERGENCY BAY LU << & KEYPAD SPECIAL CARE COURTYARD
TINS _
7
ly LJ BATTERED BANK /
A ACTIVITY /
L BLOCK \
UN D RL 10.300 |
by NEW ADMIN & \
MACDONALD Lf] ENTRY BLOCK ‘
LODGE J | SY
pi \
A SS
caro
LI 18 BAYS UNDER
ACTIVITY BLOCK
MARGARET & DOROTHY WARD & /
ANGUS BLANCHE WOOD Zp peg oe 00
LODGE LODGE SHON “” pew SECURED FENCING
4516-16.DWG
Oper 6.99m (21 SEAT) MINI BUS MANOEUVRING
0 > 29 "0 20 30 40m £500 WA eee eceeeeeees REQUIREMENT TO ACCESS NORTHERN CARPARK
ic ppg 2 ee ewan
McCormickRankinCagney COOROY - NOOSA ROAD, TEWANTIN | FIGURE Alv)
Page 39
—_ _—__ Fonan 1] | BLOCK (A
LODGE ~ wi
— EXISTING COVERED WALKWAY
ROBENA > YY) ayant
; LODGE yfumIILLLEH eI ae
LET Y Uj} :
ESCOTT L ; / |
HARLOW ropes eee Y.- NEW SPECIAL NEEDS BUILDING =—
LODGE soe’ NG Z VY ! BLOCK (8) =
ep) Tr @ «<
(La ma &
L eustne COVERED WALKWAY NY
NEW SECURE GATE
& KEYPAD
AMBULANCE |
EMERGENCY BAY L
3 N = rename woo
\ TTT nie
| BATTERED BANK “
Y H ACTIVITY /
Ly BLOCK i
EXISTING 4 LOCK |
ADMIN i NEW ADMIN & \
MACDONALD -— i ENTRY BLOCK \
LAA .
LODGE fq \
|
q MS
NEW SECURE GATE ~N
STAFF CARPARKING
bes 48. BAYS UNDER
A ACTIVITY BLOCK
MARGARET & s DOROTHY WARD &
ANGUS | £ BLANCHE WOOD
LODGE LODGE
"= XTENT OFNEW ROAD
A NORKS
~-...._ (SHOWN BOLD)
FOR NEW TRANSFORMER
(6m x 5m)
4516-16.DWG
WaT 5.2m (AUSTROADS) LARGE CAR MANOEUVRING
10 5 0 0 20 30 40m —-1:500 MH ce ceaeeeaes REQUIREMENT TO ACCESS CENTRAL CARPARK
Let. | . ! . ! . ! . | Pao PELPPDIILPPLiiiiiiiiiii:
Meio clbceeeeeeeeeereeeereee : IT-4 [20th APRIL 2011
Full Size AB ana | | re SLIDE NOOSA CARE — TEWANTIN
McCormickRankinCagney COOROY - NOOSA ROAD, TEWANTIN | FIGURE All)
Page 40
NeW SECURED FENCING = = TURN AROUND BY => S AREER TRAFFIC = S ENG.) )7°10'00" 5 0 5 10 15 20m 1.250 Ll 1 1 1 1 1 1 1 1 1 1 1 J Full Size A& 4516-16.DWG waza 491m (B85) CAR MANOEUVRING REQUIREMENT TO aon cece eveeeueeeueuseesees TURNROUND AT END OF CAR PARKING AISLE ogi NOOSA CARE — TEWANTIN He] th APR 20H McCormickRankinCagney COOROY - NGOSA ROAD, TEWANTIN | FIGURE A12}
Page 41
24
Appendix B
Figure B1: 2010 Existing Traffic Volumes
Figure B2: 2022 Base Traffic Volumes
Figure B3: Development Traffic Generation Volumes
Figure B4: 2022 Design Traffic Volumes
4516 - TIA - 004(1) .doc
Page 42
N
To
Noosa Care
Access
8(4)
701(547) 2(3) 0(0) 2(19)
0(0)
Cooroy-Noosa Road
10(5)
1(1) 0(0) 0(1) 411(653)
0(1)
Access
to Local
Development
Note:
1. all units are vehicles per hour (VPH)
2. 20 (30) PM peak traffic volume
AM peak traffic volume
2010 Existing Traffic Volumes
Noosa Care, Tewantim IT-1 Dec 2010
Figure B1 Project No: 4516
AppB.xls\Trip Assignment\ayw 17/12/2010
Page 43
N
To
Noosa Care
Access
8(4)
999(780) 2(3) 0(0) 2(19)
0(0)
Cooroy-Noosa Road
10(5)
1(1) 0(0) 0(1) 586(931)
0(1)
Access
to Local
Development
Note:
1. all units are vehicles per hour (VPH)
2. 20 (30) PM peak traffic volume
AM peak traffic volume
2022 Base Traffic Volumes
Noosa Care, Tewantim IT-1 Dec 2010
Figure B2 Project No: 4516
AppB.xls\Trip Assignment\ayw 17/12/2010
Page 44
N
To
Noosa Care
Access
2(1)
0() 1(1) 0() 1(6)
0()
Cooroy-Noosa Road
3(1)
0() 0() 0() 0()
0()
Access
to Local
Development
Note:
1. all units are vehicles per hour (VPH)
2. 20 (30) PM peak traffic volume
AM peak traffic volume
Development Traffic Generation Volumes
Noosa Care, Tewantim IT-1 Dec 2010
Figure B3 Project No: 4516
AppB.xls\Trip Assignment\ayw 17/12/2010
Page 45
N
To
Noosa Care
Access
10(5)
999(780) 3(4) 0(0) 3(25)
0(0)
Cooroy-Noosa Road
13(6)
1(1) 0(0) 0(1) 586(931)
0(1)
Access
to Local
Development
Note:
1. all units are vehicles per hour (VPH)
2. 20 (30) PM peak traffic volume
AM peak traffic volume
2022 Design Traffic Volumes
Noosa Care, Tewantim IT-1 Dec 2010
Figure B4 Project No: 4516
AppB.xls\Trip Assignment\ayw 17/12/2010
Page 46
25
Appendix C
SIDRA Output Data
4516 - TIA - 004(1) .doc
[OCR of page images]
25
Appendix C
SIDRA Output Data
www.mrcagney.com consultants in transportation
4516 - TIA - 004(1) .doc
Page 47
MOVEMENT SUMMARY Site: 2010 Existing - AM
Cooroy Noosa / Carramar Access
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.009 17.0 LOS C 0.0 0.3 0.68 0.64 40.9
2 T 1 0.0 0.009 15.7 LOS C 0.0 0.3 0.68 0.80 41.5
3 R 1 0.0 0.009 17.2 LOS C 0.0 0.3 0.68 0.84 40.9
Approach 3 0.0 0.009 16.6 LOS C 0.0 0.3 0.68 0.76 41.1
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.250 12.1 LOS B 2.9 21.3 0.70 0.32 47.9
5 T 411 4.8 0.229 4.0 LOS A 2.9 21.3 0.70 0.00 48.6
6 R 10 0.0 0.227 12.4 LOS B 2.9 21.3 0.70 1.03 47.9
Approach 422 4.7 0.229 4.2 LOS B 2.9 21.3 0.70 0.03 48.6
North: Carramar Care Access (north)
7 L 2 0.0 0.015 17.5 LOS C 0.1 0.4 0.73 0.79 40.4
8 T 1 0.0 0.015 16.3 LOS C 0.1 0.4 0.73 0.86 40.9
9 R 2 0.0 0.015 17.8 LOS C 0.1 0.4 0.73 0.89 40.4
Approach 5 0.0 0.015 17.4 LOS C 0.1 0.4 0.73 0.84 40.5
West: Cooroy-Noosa Road (west)
10 L 8 0.0 0.364 10.6 LOS B 4.8 34.0 0.64 0.39 49.3
11 T 701 2.1 0.370 2.5 LOS A 4.8 34.0 0.64 0.00 49.5
12 R 1 0.0 0.333 10.9 LOS B 4.8 34.0 0.64 0.98 49.3
Approach 710 2.1 0.370 2.6 LOS B 4.8 34.0 0.64 0.01 49.5
All Vehicles 1140 3.0 0.370 3.3 NA 4.8 34.0 0.66 0.02 49.1
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS C. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Monday, 20 December 2010 9:25:53 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.4.1498 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 48
MOVEMENT SUMMARY Site: 2010 Existing - PM
Cooroy Noosa / Carramar Access
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.011 19.2 LOS C 0.0 0.3 0.76 0.75 39.3
2 T 1 0.0 0.011 18.0 LOS C 0.0 0.3 0.76 0.86 39.7
3 R 1 0.0 0.011 19.5 LOS C 0.0 0.3 0.76 0.89 39.2
Approach 3 0.0 0.011 18.9 LOS C 0.0 0.3 0.76 0.83 39.4
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 11.9 LOS B 5.2 36.9 0.72 0.30 48.4
5 T 653 2.7 0.346 3.7 LOS A 5.2 36.9 0.72 0.00 48.3
6 R 5 0.0 0.357 12.1 LOS B 5.2 36.9 0.72 1.04 48.4
Approach 659 2.7 0.346 3.8 LOS B 5.2 36.9 0.72 0.01 48.3
North: Carramar Care Access (north)
7 L 19 0.0 0.043 13.3 LOS B 0.2 1.3 0.59 0.76 43.9
8 T 1 0.0 0.043 12.0 LOS B 0.2 1.3 0.59 0.82 44.6
9 R 3 0.0 0.043 13.6 LOS B 0.2 1.3 0.59 0.89 43.8
Approach 23 0.0 0.043 13.3 LOS B 0.2 1.3 0.59 0.78 43.9
West: Cooroy-Noosa Road (west)
10 L 4 0.0 0.286 12.2 LOS B 4.1 30.1 0.73 0.30 48.1
11 T 547 4.9 0.293 4.0 LOS A 4.1 30.1 0.73 0.00 48.3
12 R 1 0.0 0.333 12.4 LOS B 4.1 30.1 0.73 1.05 48.1
Approach 552 4.9 0.293 4.0 LOS B 4.1 30.1 0.73 0.00 48.3
All Vehicles 1237 3.6 0.346 4.1 NA 5.2 36.9 0.72 0.02 48.2
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS C. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Monday, 20 December 2010 9:27:57 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.4.1498 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 49
MOVEMENT SUMMARY Site: 2022 Base - AM
Cooroy Noosa / Carramar Access
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.021 31.1 LOS D 0.1 0.5 0.86 0.78 32.3
2 T 1 0.0 0.021 29.9 LOS D 0.1 0.5 0.86 0.94 32.6
3 R 1 0.0 0.021 31.4 LOS D 0.1 0.5 0.86 0.96 32.3
Approach 3 0.0 0.021 30.8 LOS D 0.1 0.5 0.86 0.89 32.4
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 17.1 LOS C 7.2 52.5 0.98 0.02 44.3
5 T 586 4.8 0.327 8.9 LOS A 7.2 52.5 0.98 0.00 44.7
6 R 10 0.0 0.323 17.3 LOS C 7.2 52.5 0.98 1.09 44.4
Approach 597 4.7 0.327 9.0 LOS C 7.2 52.5 0.98 0.02 44.7
North: Carramar Care Access (north)
7 L 2 0.0 0.035 31.9 LOS D 0.1 0.9 0.89 0.96 31.9
8 T 1 0.0 0.034 30.7 LOS D 0.1 0.9 0.89 0.95 32.1
9 R 2 0.0 0.035 32.2 LOS D 0.1 0.9 0.89 0.97 31.9
Approach 5 0.0 0.035 31.8 LOS D 0.1 0.9 0.89 0.96 31.9
West: Cooroy-Noosa Road (west)
10 L 8 0.0 0.533 14.2 LOS B 12.1 86.3 0.93 0.08 46.9
11 T 999 2.1 0.525 6.0 LOS A 12.1 86.3 0.93 0.00 45.8
12 R 1 0.0 0.500 14.5 LOS B 12.1 86.3 0.93 1.15 47.0
Approach 1008 2.1 0.525 6.1 LOS B 12.1 86.3 0.93 0.00 45.8
All Vehicles 1613 3.0 0.525 7.3 NA 12.1 86.3 0.95 0.01 45.3
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 2:53:14 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 50
MOVEMENT SUMMARY Site: 2022 Base - PM
Cooroy Noosa / Carramar Access
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.029 39.9 LOS E 0.1 0.7 0.91 0.96 28.6
2 T 1 0.0 0.029 38.6 LOS E 0.1 0.7 0.91 0.96 28.8
3 R 1 0.0 0.029 40.2 LOS E 0.1 0.7 0.91 0.98 28.6
Approach 3 0.0 0.029 39.6 LOS E 0.1 0.7 0.91 0.97 28.6
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.500 16.8 LOS C 11.8 84.5 1.00 0.00 44.7
5 T 931 2.7 0.493 8.6 LOS A 11.8 84.5 1.00 0.00 44.9
6 R 5 0.0 0.500 17.1 LOS C 11.8 84.5 1.00 1.18 44.8
Approach 937 2.7 0.493 8.7 LOS C 11.8 84.5 1.00 0.01 44.9
North: Carramar Care Access (north)
7 L 19 0.0 0.086 20.4 LOS C 0.3 2.3 0.78 0.93 38.4
8 T 1 0.0 0.083 19.1 LOS C 0.3 2.3 0.78 0.90 38.8
9 R 3 0.0 0.086 20.7 LOS C 0.3 2.3 0.78 0.94 38.4
Approach 23 0.0 0.086 20.4 LOS C 0.3 2.3 0.78 0.93 38.4
West: Cooroy-Noosa Road (west)
10 L 4 0.0 0.400 17.4 LOS C 9.8 71.7 1.00 0.00 44.1
11 T 780 4.9 0.416 9.3 LOS A 9.8 71.7 1.00 0.00 44.3
12 R 1 0.0 0.500 17.7 LOS C 9.8 71.7 1.00 1.14 44.2
Approach 785 4.9 0.416 9.3 LOS C 9.8 71.7 1.00 0.00 44.3
All Vehicles 1748 3.6 0.493 9.2 NA 11.8 84.5 1.00 0.02 44.5
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS E. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 2:53:15 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 51
MOVEMENT SUMMARY Site: 2022 Design - AM
Cooroy-Nooosa Rd / Carramar Access
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.021 31.3 LOS D 0.1 0.5 0.86 0.78 32.2
2 T 1 0.0 0.021 30.1 LOS D 0.1 0.5 0.86 0.94 32.5
3 R 1 0.0 0.021 31.6 LOS D 0.1 0.5 0.86 0.96 32.2
Approach 3 0.0 0.021 31.0 LOS D 0.1 0.5 0.86 0.89 32.3
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 17.2 LOS C 7.3 53.4 0.99 0.01 44.2
5 T 586 4.8 0.332 9.0 LOS A 7.3 53.4 0.99 0.00 44.5
6 R 13 0.0 0.333 17.5 LOS C 7.3 53.4 0.99 1.09 44.3
Approach 600 4.7 0.332 9.2 LOS C 7.3 53.4 0.99 0.02 44.5
North: Carramar Care Access (north)
7 L 3 0.0 0.048 31.6 LOS D 0.2 1.3 0.89 0.96 32.0
8 T 1 0.0 0.048 30.3 LOS D 0.2 1.3 0.89 0.95 32.3
9 R 3 0.0 0.048 31.8 LOS D 0.2 1.3 0.89 0.97 32.0
Approach 7 0.0 0.048 31.5 LOS D 0.2 1.3 0.89 0.96 32.1
West: Cooroy-Noosa Road (west)
10 L 10 0.0 0.526 14.2 LOS B 12.2 86.7 0.93 0.08 46.8
11 T 999 2.1 0.526 6.0 LOS A 12.2 86.7 0.93 0.00 45.8
12 R 1 0.0 0.500 14.5 LOS B 12.2 86.7 0.93 1.15 46.9
Approach 1010 2.1 0.526 6.1 LOS B 12.2 86.7 0.93 0.00 45.8
All Vehicles 1620 3.0 0.526 7.4 NA 12.2 86.7 0.95 0.02 45.2
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 2:53:11 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 52
MOVEMENT SUMMARY Site: 2022 Design - PM
Cooroy Noosa / Carramar Access
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.029 40.2 LOS E 0.1 0.7 0.91 0.96 28.5
2 T 1 0.0 0.029 38.9 LOS E 0.1 0.7 0.91 0.96 28.7
3 R 1 0.0 0.029 40.4 LOS E 0.1 0.7 0.91 0.98 28.5
Approach 3 0.0 0.029 39.8 LOS E 0.1 0.7 0.91 0.97 28.5
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.500 16.9 LOS C 11.8 84.8 1.00 0.00 44.5
5 T 931 2.7 0.494 8.8 LOS A 11.8 84.8 1.00 0.00 44.8
6 R 6 0.0 0.500 17.2 LOS C 11.8 84.8 1.00 1.18 44.7
Approach 938 2.7 0.494 8.8 LOS C 11.8 84.8 1.00 0.01 44.8
North: Carramar Care Access (north)
7 L 25 0.0 0.109 20.3 LOS C 0.4 3.0 0.78 0.93 38.5
8 T 1 0.0 0.111 19.0 LOS C 0.4 3.0 0.78 0.90 38.9
9 R 4 0.0 0.108 20.5 LOS C 0.4 3.0 0.78 0.94 38.5
Approach 30 0.0 0.109 20.2 LOS C 0.4 3.0 0.78 0.93 38.5
West: Cooroy-Noosa Road (west)
10 L 5 0.0 0.417 17.5 LOS C 9.9 71.8 1.00 0.00 44.1
11 T 780 4.9 0.417 9.3 LOS A 9.9 71.8 1.00 0.00 44.3
12 R 1 0.0 0.500 17.7 LOS C 9.9 71.8 1.00 1.14 44.2
Approach 786 4.9 0.417 9.3 LOS C 9.9 71.8 1.00 0.00 44.3
All Vehicles 1757 3.6 0.494 9.3 NA 11.8 84.8 1.00 0.02 44.4
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS E. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 2:53:13 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 53
MOVEMENT SUMMARY Site: 2022 Base - AM (actual oper-
ation)
Cooroy Noosa / Carramar Access
option layout
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.018 27.4 LOS D 0.1 0.5 0.84 0.76 34.2
2 T 1 0.0 0.018 26.2 LOS D 0.1 0.5 0.84 0.93 34.5
3 R 1 0.0 0.018 27.5 LOS D 0.1 0.5 0.84 0.95 34.2
Approach 3 0.0 0.017 27.1 LOS D 0.1 0.5 0.84 0.88 34.3
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 586 4.8 0.310 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 10 0.0 0.023 13.5 LOS B 0.1 0.5 0.66 0.79 43.7
Approach 597 4.7 0.310 0.2 LOS B 0.1 0.5 0.01 0.02 59.6
North: Carramar Care Access (north)
7 L 2 0.0 0.032 29.7 LOS D 0.1 0.8 0.88 0.96 33.0
8 T 1 0.0 0.031 28.5 LOS D 0.1 0.8 0.88 0.95 33.3
9 R 2 0.0 0.032 29.8 LOS D 0.1 0.8 0.88 0.96 33.0
Approach 5 0.0 0.032 29.5 LOS D 0.1 0.8 0.88 0.96 33.1
West: Cooroy-Noosa Road (west)
10 L 8 0.0 0.533 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
11 T 999 2.1 0.524 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
12 R 1 0.0 0.002 10.5 LOS B 0.0 0.0 0.52 0.61 46.5
Approach 1008 2.1 0.524 0.1 LOS B 0.0 0.0 0.00 0.01 59.9
All Vehicles 1613 3.0 0.524 0.3 NA 0.1 0.8 0.01 0.02 59.5
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:00:50 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - layout option.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 54
MOVEMENT SUMMARY Site: 2022 Base - PM (actual oper-
ation)
Cooroy Noosa / Carramar Access
option layout
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.023 34.2 LOS D 0.1 0.6 0.89 0.94 31.0
2 T 1 0.0 0.023 32.9 LOS D 0.1 0.6 0.89 0.95 31.2
3 R 1 0.0 0.023 34.3 LOS D 0.1 0.6 0.89 0.97 31.0
Approach 3 0.0 0.023 33.8 LOS D 0.1 0.6 0.89 0.95 31.0
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.500 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 931 2.7 0.486 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 5 0.0 0.010 11.8 LOS B 0.0 0.2 0.59 0.70 45.2
Approach 937 2.7 0.486 0.1 LOS B 0.0 0.2 0.00 0.00 59.9
North: Carramar Care Access (north)
7 L 19 0.0 0.080 19.6 LOS C 0.3 2.2 0.77 0.92 38.9
8 T 1 0.0 0.083 18.4 LOS C 0.3 2.2 0.77 0.90 39.4
9 R 3 0.0 0.081 19.7 LOS C 0.3 2.2 0.77 0.93 38.9
Approach 23 0.0 0.080 19.6 LOS C 0.3 2.2 0.77 0.92 39.0
West: Cooroy-Noosa Road (west)
10 L 4 0.0 0.400 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
11 T 780 4.9 0.415 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
12 R 1 0.0 0.002 12.6 LOS B 0.0 0.1 0.63 0.66 44.4
Approach 785 4.9 0.415 0.1 LOS B 0.0 0.1 0.00 0.01 59.9
All Vehicles 1748 3.6 0.486 0.4 NA 0.3 2.2 0.01 0.02 59.4
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:00:51 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - layout option.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 55
MOVEMENT SUMMARY Site: 2022 Design - AM (actual
operation)
Cooroy-Nooosa Rd / Carramar Access
layout option
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.018 27.6 LOS D 0.1 0.5 0.84 0.76 34.2
2 T 1 0.0 0.018 26.3 LOS D 0.1 0.5 0.84 0.93 34.5
3 R 1 0.0 0.018 27.7 LOS D 0.1 0.5 0.84 0.95 34.1
Approach 3 0.0 0.018 27.2 LOS D 0.1 0.5 0.84 0.88 34.3
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 586 4.8 0.310 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 13 0.0 0.030 13.6 LOS B 0.1 0.7 0.67 0.81 43.6
Approach 600 4.7 0.310 0.3 LOS B 0.1 0.7 0.01 0.02 59.5
North: Carramar Care Access (north)
7 L 3 0.0 0.044 29.9 LOS D 0.2 1.2 0.88 0.96 32.9
8 T 1 0.0 0.043 28.7 LOS D 0.2 1.2 0.88 0.95 33.1
9 R 3 0.0 0.044 30.1 LOS D 0.2 1.2 0.88 0.96 32.9
Approach 7 0.0 0.044 29.8 LOS D 0.2 1.2 0.88 0.96 32.9
West: Cooroy-Noosa Road (west)
10 L 10 0.0 0.526 8.2 LOS A 0.0 0.0 0.00 1.08 49.0
11 T 999 2.1 0.525 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
12 R 1 0.0 0.002 10.5 LOS B 0.0 0.0 0.52 0.61 46.5
Approach 1010 2.1 0.525 0.1 LOS B 0.0 0.0 0.00 0.01 59.8
All Vehicles 1620 3.0 0.525 0.3 NA 0.2 1.2 0.01 0.02 59.4
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:04:02 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - layout option.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 56
MOVEMENT SUMMARY Site: 2022 Design - PM (actual
operation)
Cooroy Noosa / Carramar Access
option layout
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.023 34.4 LOS D 0.1 0.6 0.89 0.94 30.9
2 T 1 0.0 0.023 33.1 LOS D 0.1 0.6 0.89 0.95 31.1
3 R 1 0.0 0.023 34.5 LOS D 0.1 0.6 0.89 0.97 30.8
Approach 3 0.0 0.023 34.0 LOS D 0.1 0.6 0.89 0.95 30.9
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.500 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 931 2.7 0.486 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 6 0.0 0.012 11.8 LOS B 0.0 0.3 0.59 0.71 45.2
Approach 938 2.7 0.486 0.1 LOS B 0.0 0.3 0.00 0.01 59.9
North: Carramar Care Access (north)
7 L 25 0.0 0.104 19.6 LOS C 0.4 2.9 0.77 0.92 38.9
8 T 1 0.0 0.100 18.4 LOS C 0.4 2.9 0.77 0.90 39.4
9 R 4 0.0 0.103 19.8 LOS C 0.4 2.9 0.77 0.93 38.9
Approach 30 0.0 0.104 19.6 LOS C 0.4 2.9 0.77 0.92 38.9
West: Cooroy-Noosa Road (west)
10 L 5 0.0 0.417 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
11 T 780 4.9 0.415 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
12 R 1 0.0 0.002 12.6 LOS B 0.0 0.1 0.63 0.66 44.4
Approach 786 4.9 0.415 0.1 LOS B 0.0 0.1 0.00 0.01 59.9
All Vehicles 1757 3.6 0.486 0.5 NA 0.4 2.9 0.02 0.02 59.2
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:00:48 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - layout option.sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 57
MOVEMENT SUMMARY Site: 2022 Base - AM (CHR)
Cooroy Noosa / Carramar Access int
upgraded to CHR standard
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.018 27.4 LOS D 0.1 0.5 0.84 0.76 34.2
2 T 1 0.0 0.018 26.2 LOS D 0.1 0.5 0.84 0.93 34.5
3 R 1 0.0 0.018 27.5 LOS D 0.1 0.5 0.84 0.95 34.2
Approach 3 0.0 0.017 27.1 LOS D 0.1 0.5 0.84 0.88 34.3
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 586 4.8 0.310 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 10 0.0 0.016 13.5 LOS B 0.1 0.5 0.66 0.79 43.7
Approach 597 4.7 0.310 0.2 LOS B 0.1 0.5 0.01 0.02 59.6
North: Carramar Care Access (north)
7 L 2 0.0 0.032 29.7 LOS D 0.1 0.8 0.88 0.96 33.0
8 T 1 0.0 0.031 28.5 LOS D 0.1 0.8 0.88 0.94 33.2
9 R 2 0.0 0.032 30.0 LOS D 0.1 0.8 0.88 0.97 32.9
Approach 5 0.0 0.032 29.6 LOS D 0.1 0.8 0.88 0.96 33.0
West: Cooroy-Noosa Road (west)
10 L 8 0.0 0.533 14.2 LOS B 12.1 86.3 0.93 0.08 46.9
11 T 999 2.1 0.525 6.0 LOS A 12.1 86.3 0.93 0.00 45.8
12 R 1 0.0 0.500 14.5 LOS B 12.1 86.3 0.93 1.15 47.0
Approach 1008 2.1 0.525 6.1 LOS B 12.1 86.3 0.93 0.00 45.8
All Vehicles 1613 3.0 0.525 4.0 NA 12.1 86.3 0.59 0.01 50.0
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:06:41 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - upgraded to CHR .sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 58
MOVEMENT SUMMARY Site: 2022 Base - PM (CHR)
Cooroy Noosa / Carramar Access int
upgraded to CHR standard
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.023 34.2 LOS D 0.1 0.6 0.89 0.94 31.0
2 T 1 0.0 0.023 32.9 LOS D 0.1 0.6 0.89 0.95 31.2
3 R 1 0.0 0.023 34.3 LOS D 0.1 0.6 0.89 0.97 30.9
Approach 3 0.0 0.023 33.8 LOS D 0.1 0.6 0.89 0.95 31.0
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.500 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 931 4.8 0.493 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 5 0.0 0.006 11.8 LOS B 0.0 0.2 0.59 0.70 45.2
Approach 937 4.8 0.493 0.1 LOS B 0.0 0.2 0.00 0.00 59.9
North: Carramar Care Access (north)
7 L 19 0.0 0.080 19.6 LOS C 0.3 2.2 0.77 0.92 38.9
8 T 1 0.0 0.083 18.3 LOS C 0.3 2.2 0.77 0.90 39.4
9 R 3 0.0 0.081 19.8 LOS C 0.3 2.2 0.77 0.94 38.9
Approach 23 0.0 0.080 19.6 LOS C 0.3 2.2 0.77 0.92 39.0
West: Cooroy-Noosa Road (west)
10 L 4 0.0 0.400 17.3 LOS C 9.8 69.8 1.00 0.00 44.2
11 T 780 2.1 0.409 9.2 LOS A 9.8 69.8 1.00 0.00 44.4
12 R 1 0.0 0.500 17.6 LOS C 9.8 69.8 1.00 1.13 44.3
Approach 785 2.1 0.409 9.2 LOS C 9.8 69.8 1.00 0.00 44.4
All Vehicles 1748 3.5 0.493 4.5 NA 9.8 69.8 0.46 0.02 51.4
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:06:41 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - upgraded to CHR .sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 59
MOVEMENT SUMMARY Site: 2022 Design - AM (CHR)
Cooroy Noosa / Carramar Access int
upgraded to CHR standard
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.018 27.6 LOS D 0.1 0.5 0.84 0.76 34.2
2 T 1 0.0 0.018 26.3 LOS D 0.1 0.5 0.84 0.93 34.5
3 R 1 0.0 0.018 27.7 LOS D 0.1 0.5 0.84 0.95 34.1
Approach 3 0.0 0.018 27.2 LOS D 0.1 0.5 0.84 0.88 34.3
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.333 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 586 4.8 0.310 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 13 0.0 0.021 13.6 LOS B 0.1 0.7 0.67 0.81 43.6
Approach 600 4.7 0.310 0.3 LOS B 0.1 0.7 0.01 0.02 59.5
North: Carramar Care Access (north)
7 L 3 0.0 0.044 29.9 LOS D 0.2 1.2 0.88 0.96 32.8
8 T 1 0.0 0.043 28.7 LOS D 0.2 1.2 0.88 0.95 33.1
9 R 3 0.0 0.044 30.2 LOS D 0.2 1.2 0.88 0.97 32.8
Approach 7 0.0 0.044 29.9 LOS D 0.2 1.2 0.88 0.96 32.8
West: Cooroy-Noosa Road (west)
10 L 10 0.0 0.526 14.2 LOS B 12.2 86.7 0.93 0.08 46.8
11 T 999 2.1 0.526 6.0 LOS A 12.2 86.7 0.93 0.00 45.8
12 R 1 0.0 0.500 14.5 LOS B 12.2 86.7 0.93 1.15 46.9
Approach 1010 2.1 0.526 6.1 LOS B 12.2 86.7 0.93 0.00 45.8
All Vehicles 1620 3.0 0.526 4.1 NA 12.2 86.7 0.59 0.01 49.9
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:06:40 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - upgraded to CHR .sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 60
MOVEMENT SUMMARY Site: 2022 Design - PM (CHR)
Cooroy Noosa / Carramar Access int
upgraded to CHR standard
Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average
Mov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh m per veh km/h
South: Access to local development (south)
1 L 1 0.0 0.023 34.4 LOS D 0.1 0.6 0.89 0.94 30.9
2 T 1 0.0 0.023 33.2 LOS D 0.1 0.6 0.89 0.95 31.1
3 R 1 0.0 0.023 34.5 LOS D 0.1 0.6 0.89 0.97 30.8
Approach 3 0.0 0.023 34.0 LOS D 0.1 0.6 0.89 0.95 30.9
East: Cooroy-Noosa Rd (east)
4 L 1 0.0 0.500 8.2 LOS A 0.0 0.0 0.00 1.09 49.0
5 T 931 4.8 0.493 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R 6 0.0 0.008 11.8 LOS B 0.0 0.3 0.59 0.71 45.2
Approach 938 4.8 0.493 0.1 LOS B 0.0 0.3 0.00 0.01 59.9
North: Carramar Care Access (north)
7 L 25 0.0 0.104 19.6 LOS C 0.4 2.9 0.77 0.92 38.9
8 T 1 0.0 0.100 18.4 LOS C 0.4 2.9 0.77 0.90 39.4
9 R 4 0.0 0.103 19.9 LOS C 0.4 2.9 0.77 0.94 38.9
Approach 30 0.0 0.104 19.6 LOS C 0.4 2.9 0.77 0.92 38.9
West: Cooroy-Noosa Road (west)
10 L 5 0.0 0.417 17.4 LOS C 9.8 70.0 1.00 0.00 44.2
11 T 780 2.1 0.410 9.2 LOS A 9.8 70.0 1.00 0.00 44.4
12 R 1 0.0 0.500 17.6 LOS C 9.8 70.0 1.00 1.13 44.3
Approach 786 2.1 0.410 9.2 LOS C 9.8 70.0 1.00 0.00 44.4
All Vehicles 1757 3.5 0.493 4.6 NA 9.8 70.0 0.46 0.02 51.3
LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Processed: Friday, January 07, 2011 3:06:40 PM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.2.1437 www.sidrasolutions.com
Project: T:\4500-4599\4516 - Noosa-Cooray Rd, Tewantin - Retirement Village\Sidra\4516 - Cooroy Noosa Road -
Carramar Access - upgraded to CHR .sip
8000986, MCCORMICK, RANKIN, CAGNEY PTY LTD, SINGLE
Page 61
26
Appendix D
Traffic Survey Data
4516 - TIA - 004(1) .doc
[OCR of page images]
26
Appendix D
Traffic Survey Data
www.mrcagney.com consultants in transportation
4516 - TIA - 004(1) .doc
Page 62
Client: McCormick Rankin Cagney Client Reference: T???? Intersection No.: 2/2 Intersection: Service Road (vehicles pass through arrow B (In + Out) UBD Reference: Sunshine Coast 7/H17 Survey Date: Tuesday 7 December 2010 Weather: Fine Survey by: Austraffic Surveyor(s): KW 15 Minute Totals Approach Service Road Movement IN OUT Time Period LV HV Σ LV HV Σ 7:30 - 7:45 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 8:00 - 8:15 0 0 0 0 0 0 8:15 - 8:30 0 0 0 1 0 1 8:30 - 8:45 0 0 0 0 0 0 8:45 - 9:00 0 0 0 1 0 1 9:00 - 9:15 0 0 0 0 0 0 9:15 - 9:30 3 0 3 0 0 0 9:30 - 9:45 0 0 0 2 0 2 9:45 - 10:00 0 0 0 0 0 0 Total for Period 3 0 3 4 0 4 15 Minute Totals Approach Service Road Movement IN OUT Time Period LV HV Σ LV HV Σ 15:00 - 15:15 2 0 2 2 0 2 15:15 - 15:30 0 0 0 2 0 2 15:30 - 15:45 0 0 0 0 0 0 15:45 - 16:00 0 0 0 0 0 0 16:00 - 16:15 0 0 0 1 0 1 16:15 - 16:30 0 0 0 2 0 2 16:30 - 16:45 0 0 0 0 0 0 16:45 - 17:00 1 0 1 1 0 1 17:00 - 17:15 0 0 0 1 0 1 17:15 - 17:30 0 0 0 0 0 0 17:30 - 17:45 0 0 0 1 0 1 17:45 - 18:00 0 0 0 0 0 0 Total for Period 3 0 3 10 0 10 [OCR of page images] Client: McCormick Rankin Cagney Client Reference: T???? Intersection No.: 2/2 Intersection: Service Road (vehicles pass through arrow B (In + Out) UBD Reference: Sunshine Coast 7/H17 Survey Date: Tuesday 7 December 2010 Weather: Fine Survey by: Austraffic Surveyor(s): KW 15 Minute Totals Approach Service Road Movement IN OUT Time Period LV HV xz Lv__HV x 7:30 - 7:45 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 8:00 - 8:15] 0 0 0 0 0 0 8:15 - 8:30 0 0 0 1 0 1 8:30 - 8:45] 0 0 0 0 0 0 8:45 - 9:00 0 0 0 1 0 1 9:00 - 9:15] 0 0 0 0 0 0 9:15 - 9:30] 3 0 3 0 0 0 9:30 - 9:45] 0 0 0 2 0 2 9:45 - 10:00] 0 0 0 0 0 0 Total for Period 3 0 3 4 0 4 15 Minute Totals Approach Service Road Movement IN OUT Time Period Lv HV = LV HV = 15:00 - 15:15] 2 0 2 2 0 2 15:15 - 15:30] 0 0 0 2 0 2 15:30 - 15:45] 0 0 0 0 0 0 15:45 - 16:00] 0 0 0 0 0 0 16:00 - 16:15] 0 0 0 1 0 1 16:15 - 16:30] 0 0 0 2 0 2 16:30 - 16:45] 0 0 0 0 0 0 16:45 - 17:00 1 0 1 1 0 1 17:00 - 17:15] 0 0 0 1 0 1 17:15 - 17:30] 0 0 0 0 0 0 17:30 - 17:45] 0 0 0 1 0 1 17:45 - 18:00] 0 0 0 0 0 0 Total for Period 3 0 3 10 0 10
Page 63
Client: McCormick Rankin Cagney North - Noosa Care access
Client Reference: T???? U-N 9 8 7
Intersection No.: 1/2
Intersection: Cooroy-Noosa Road / Noosa Care access, Tewantin U-E
UBD Reference: Sunshine Coast 7/H17
Survey Date: Tuesday 7 December 2010
West - Cooroy-Noosa Road
East - Cooroy-Noosa Road
Duration of survey:
2.5 hours 10 6
Survey Period: 7:30 - 10:00
N
Weather: Fine
Survey by: Austraffic 11 5
Surveyor(s): KH/TH
12 4
U-W
1 2 3 U-S
South - Driveway
15 Minute Totals
Approach South - Driveway East - Cooroy-Noosa Road
Movement 1 2 3 U-S Total 4 5 6 U-E Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ
7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 111 4 115 1 0 1 0 0 0 117
7:45 - 8:00 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 110 1 111 3 0 3 0 0 0 114
8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 8 103 2 0 2 0 0 0 105
8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99 6 105 5 0 5 0 0 0 110
8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 87 5 92 0 0 0 1 0 1 93
8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 93 3 96 4 0 4 1 0 1 101
9:00 - 9:15 1 0 1 0 0 0 1 0 1 1 0 1 3 0 0 0 72 2 74 2 0 2 0 0 0 76
9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 86 5 91 5 0 5 0 1 1 98
9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 77 3 80 4 0 4 1 0 1 87
9:45 - 10:00 2 0 2 0 0 0 0 0 0 0 0 0 2 1 0 1 85 6 91 6 0 6 0 0 0 98
Total for Period 4 0 4 0 0 0 1 0 1 1 0 1 6 5 0 5 915 43 958 32 0 32 3 1 4 999
15 Minute Totals continued
Approach North - Noosa Care access West - Cooroy-Noosa Road Intersection
Movement U-N 9 8 7 Total 10 11 12 U-W Total Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ Σ
7:30 - 7:45 0 0 0 1 0 1 0 0 0 2 0 2 3 0 0 0 122 10 132 0 0 0 0 0 0 132 252
7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 169 3 172 0 0 0 0 0 0 174 289
8:00 - 8:15 0 0 0 2 0 2 0 0 0 1 0 1 3 1 0 1 182 6 188 0 0 0 0 0 0 189 297
8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 172 4 176 0 0 0 0 0 0 180 290
8:30 - 8:45 0 0 0 0 0 0 0 0 0 1 0 1 1 1 0 1 163 2 165 0 0 0 0 0 0 166 260
8:45 - 9:00 0 0 0 0 0 0 0 0 0 2 0 2 2 1 0 1 174 1 175 0 0 0 1 0 1 177 280
9:00 - 9:15 0 0 0 0 0 0 0 0 0 3 0 3 3 2 0 2 137 2 139 0 0 0 0 0 0 141 223
9:15 - 9:30 0 0 0 0 0 0 0 0 0 1 0 1 1 1 0 1 134 2 136 1 0 1 0 0 0 138 237
9:30 - 9:45 0 0 0 1 0 1 0 0 0 4 0 4 5 0 0 0 156 3 159 0 0 0 0 0 0 159 251
9:45 - 10:00 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 0 112 5 117 0 0 0 1 0 1 118 219
Total for Period 0 0 0 5 0 5 0 0 0 14 0 14 19 12 0 12 1521 38 1559 1 0 1 2 0 2 1574 2598
Table 1a
Hourly Totals
Approach South - Driveway East - Cooroy-Noosa Road
Movement 1 2 3 U-S Total 4 5 6 U-E Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ
7:30 - 8:30 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0 1 415 19 434 11 0 11 0 0 0 446
7:45 - 8:45 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 391 20 411 10 0 10 1 0 1 422
8:00 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 374 22 396 11 0 11 2 0 2 409
8:15 - 9:15 1 0 1 0 0 0 1 0 1 1 0 1 3 0 0 0 351 16 367 11 0 11 2 0 2 380
8:30 - 9:30 1 0 1 0 0 0 1 0 1 1 0 1 3 1 0 1 338 15 353 11 0 11 2 1 3 368
8:45 - 9:45 1 0 1 0 0 0 1 0 1 1 0 1 3 3 0 3 328 13 341 15 0 15 2 1 3 362
9:00 - 10:00 3 0 3 0 0 0 1 0 1 1 0 1 5 4 0 4 320 16 336 17 0 17 1 1 2 359
Hourly Totals continued
Approach North - Noosa Care access West - Cooroy-Noosa Road Intersection
Movement U-N 9 8 7 Total 10 11 12 U-W Total Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ Σ
7:30 - 8:30 0 0 0 3 0 3 0 0 0 3 0 3 6 7 0 7 645 23 668 0 0 0 0 0 0 675 1128
7:45 - 8:45 0 0 0 2 0 2 0 0 0 2 0 2 4 8 0 8 686 15 701 0 0 0 0 0 0 709 1136
8:00 - 9:00 0 0 0 2 0 2 0 0 0 4 0 4 6 7 0 7 691 13 704 0 0 0 1 0 1 712 1127
8:15 - 9:15 0 0 0 0 0 0 0 0 0 6 0 6 6 8 0 8 646 9 655 0 0 0 1 0 1 664 1053
8:30 - 9:30 0 0 0 0 0 0 0 0 0 7 0 7 7 5 0 5 608 7 615 1 0 1 1 0 1 622 1000
8:45 - 9:45 0 0 0 1 0 1 0 0 0 10 0 10 11 4 0 4 601 8 609 1 0 1 1 0 1 615 991
9:00 - 10:00 0 0 0 2 0 2 0 0 0 8 0 8 10 3 0 3 539 12 551 1 0 1 1 0 1 556 930
Table 1b
[OCR of page images]
(Client: McCormick Rankin Cagni
Client Reference: T??2?
8 7
Intersection No.: 1/2
Intersection: Cooroy-Noosa Road / Noosa Care access, Tewantin +] J | L,
UBD Reference: Sunshine Coast 7/H17
Survey Date: Tuesday 7 December 2010
Duration of surve 2.5 hours
sa Road
Survey Period: 7:30 10:00 5
Weather: Fine 3 g
Survey by: Austratfic = 1 _ — 5 .
fSurveyor(s):___KH/TH
” TTT
1 2 3 US
15 Minute Totals
‘Approach ‘South - Driveway East - Cooroy-Noosa Road
Movement 7 2 3 US Total 4 5 6 U-E Total
_
rmereica | I " Rody} t Cc |y
Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV =
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 1 0 1 qt 4 115 1 0 1 0 0 oO 17
1 0 1 0 0 oO 0 0 oO 0 0 oO 1 0 0 oO 110 1 qt 3 0 3 0 0 oO 114
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 0 0 oO 95 8 103 2 0 2 0 0 oO 105
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 0 0 oO 99 6 105 5 0 5 0 0 oO 110
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 0 0 oO 87 5 92 0 0 oO 1 0 1 93,
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 0 0 oO 93, 3 96 4 0 4 1 0 1 101
1 0 1 0 0 oO 1 0 1 1 0 1 3 0 0 oO 7 2 74 2 0 2 0 0 oO 76
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 1 0 1 86 5 1 5 0 5 0 1 1 98
0 0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 2 0 2 77 3 80 4 0 4 1 0 1 87
9:45 - 10:00] 2 0 2 0 0 oO 0 0 oO 0 0 oO 2 1 0 1 85 6 ot 6 0 6 0 0 oO 98
Total for Period 4 0 4 0 0 oO 1 0 1 I 1 0 1 6 5 oO 5 915 43 958 | 32 oO 32 3 1 4 999
15 Minute Totals continued
‘Approach North Noosa Care access West Cooroy-Noosa Road Tnorsoclion
Movement U-N 9 8 7 Total 10 1 12 U-W ‘Total Total
inereios | td | L fIys| + — 4 7 jr} yd
Lv HV = Lv HV = Lv HV = Lv HV = tv HV = tv HV = tv HV = tv HV =
0 0 oO 1 0 1 0 0 oO 2 0 2 3 0 0 oO 122 10 132 0 0 oO 0 0 oO 132 252
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 2 0 2 169 3 172 0 0 oO 0 0 oO 174 289
0 0 oO 2 0 2 0 0 oO 1 0 1 3 1 0 1 182 6 188 0 0 oO 0 0 oO 189 297
0 0 oO 0 0 oO 0 0 oO 0 0 oO oO 4 0 4 172 4 176 0 0 oO 0 0 oO 180 290
0 0 oO 0 0 oO 0 0 oO 1 0 1 1 1 0 1 163 2 165 0 0 oO 0 0 oO 166 260
0 0 oO 0 0 oO 0 0 oO 2 0 2 2 1 0 1 174 1 175 0 0 oO 1 0 1 177 280
oO 0 oO oO 0 oO oO 0 oO 3 0 3 3 2 oO 2 137 2 139 0 oO oO 0 oO oO 141 223
0 0 oO 0 0 oO 0 0 oO 1 0 1 1 1 0 1 134 2 136 1 0 1 0 0 oO 138 237
0 0 oO 1 0 1 0 0 oO 4 0 4 5 0 0 oO 156 3 159 0 0 oO 0 0 oO 159 251
10:00] 0 0 oO 1 0 1 0 0 oO 0 0 oO 1 0 0 oO 112 5 117 0 0 oO 1 0 1 118 219
Total for Period 0 0 oO 5 0 5 0 0 oO 14 0 14 19 12 oO 412 [1521 38 1559] 1 oO 1 2 oO 2 [1574 2598
Table ta
Hourly Totals
‘Approach South - Driveway East - Cooroy-Noosa Road
Movement 1 2 3 US Total 4 5 6 U-E Total
timereics | | I i ofyl _ tL cy
Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV = Lv__HV =
- 1 0 1 0 0 oO 0 0 oO 0 0 oO 1 1 oO 1 415 19 434] 11 oO W 0 oO 0 446
- 1 0 1 0 0 oO 0 0 oO 0 0 oO 1 0 oO 0 391 200 «411 10 oO 10 1 oO 1 422
- 0 0 oO 0 0 oO 0 0 oO 0 0 oO 0 0 oO 0 374 22396 | 11 oO W 2 oO 2 409
- 1 0 1 0 0 oO 1 0 1 1 0 1 3 0 oO 0 351 16 «367 | 11 oO W 2 oO 2 380
- 1 0 1 0 0 oO 1 0 1 1 0 1 3 1 oO 1 338 «615 «353 | 11 oO W 2 1 3 368
- 9:45 1 0 1 0 0 oO 1 0 1 1 0 1 3 3 oO 3 328 «(130 341 15 oO 15 2 1 3 362
- 10:00] 3 0 3 0 0 oO 1 0 1 1 0 1 5 4 oO 4 320.16 336 / 17 oO 17 1 1 2 359
Hourly Totals continued
‘Approach North- Noosa Care access West - Cooroy-Noosa Road Tniersection
Movement U-N 9 8 7 Total 10 1 12 U-W ‘Total Total
tineence | 4] ~ | L fly| + me 4 J ly} y
tv HV. = [iv HV = f/iv AV © fi Af lv Hv © [iv HW © /i A fli A ©
- e30f 0 0 o0f 3 0 3f0 0 0/3 0 3]fé6]/7 0 7/65 2 8/0 0 Of 0 0 Oo [6s] ti
- e450 0 of 2 0 2]/0 0 of 2 0 2]f4]8 o 8 |e 18 71) 0 0 oO} 0 oO 0 | 709} 1136
- 900 0 0 of 2 0 2]/0 0 of 4 0 4f6]7 oO 7 Je 13 74) 0 0 oO} 1 oO 4 fre] 1127
- 915] 0 0 of 0 o of} 0 o of 6 0 6]/6}]8 oO 8 |e 9 65/0 0 oO} 1 oO + | 664] 1053
- 930} 0 0 of 0 o0 of 0 oOo of 7 0 7P7}5 oO 5 |oos 7 65) 1 Oo 4} 4 © 4 | 622] 1000
-945f 0 0 oO | + o 4 ]}]0 0 of @ o wf} 4 o 4 }er 8 oo) 1 o +F]4 oO 4 | oS 991
900 - 10:00} 0 09 of] 2 o0 2/0 0 o|8s o s8fw{3 _o 3 {59 12 Si]i 0 if[i 0 1 | 586 930
Table 1b
Page 64
Client: McCormick Rankin Cagney North - Noosa Care access
Client Reference: T???? U-N 9 8 7
Intersection No.: 1/2
Intersection: Cooroy-Noosa Road / Noosa Care access, Tewantin U-E
UBD Reference: Sunshine Coast 7/H17
Survey Date: Tuesday 7 December 2010
West - Cooroy-Noosa Road
East - Cooroy-Noosa Road
Duration of survey:3.0 hours 10 6
Survey Period: 15:00 - 18:00
N
Weather: Fine
Survey by: Austraffic 11 5
Surveyor(s): KH/TH
12 4
U-W
1 2 3 U-S
South - Driveway
15 Minute Totals
Approach South - Driveway East - Cooroy-Noosa Road
Movement 1 2 3 U-S Total 4 5 6 U-E Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ
15:00 - 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128 6 134 3 0 3 0 0 0 137
15:15 - 15:30 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 159 2 161 2 0 2 0 0 0 163
15:30 - 15:45 0 0 0 0 0 0 1 0 1 0 0 0 1 1 0 1 166 8 174 0 0 0 0 0 0 175
15:45 - 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 145 3 148 3 0 3 1 0 1 152
16:00 - 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 165 5 170 0 0 0 0 0 0 170
16:15 - 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 156 4 160 1 0 1 0 0 0 161
16:30 - 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 2 164 0 0 0 0 0 0 164
16:45 - 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 139 4 143 1 0 1 0 0 0 144
17:00 - 17:15 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 150 3 153 1 0 1 0 0 0 154
17:15 - 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150 3 153 0 0 0 0 0 0 153
17:30 - 17:45 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 146 5 151 1 0 1 0 0 0 152
17:45 - 18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 117 1 118 0 0 0 0 0 0 118
Total for Period 3 0 3 0 0 0 1 0 1 0 0 0 4 1 0 1 1783 46 1829 12 0 12 1 0 1 1843
15 Minute Totals continued
Approach North - Noosa Care access West - Cooroy-Noosa Road Intersection
Movement U-N 9 8 7 Total 10 11 12 U-W Total Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ Σ
15:00 - 15:15 0 0 0 2 0 2 0 0 0 18 0 18 20 1 0 1 112 4 116 0 0 0 0 0 0 117 274
15:15 - 15:30 0 0 0 1 0 1 0 0 0 5 0 5 6 2 0 2 141 8 149 0 0 0 0 0 0 151 321
15:30 - 15:45 0 0 0 1 0 1 0 0 0 5 0 5 6 0 0 0 128 9 137 0 0 0 0 0 0 137 319
15:45 - 16:00 0 0 0 0 0 0 0 0 0 4 0 4 4 2 0 2 126 6 132 0 0 0 0 0 0 134 290
16:00 - 16:15 0 0 0 1 0 1 0 0 0 5 0 5 6 0 0 0 125 4 129 0 0 0 0 0 0 129 305
16:15 - 16:30 0 0 0 2 0 2 0 0 0 3 0 3 5 2 0 2 106 2 108 0 0 0 0 1 1 111 277
16:30 - 16:45 0 0 0 1 0 1 0 0 0 5 0 5 6 1 0 1 91 0 91 1 0 1 0 0 0 93 263
16:45 - 17:00 0 0 0 3 0 3 0 0 0 3 0 3 6 1 0 1 101 0 101 0 0 0 0 0 0 102 252
17:00 - 17:15 0 0 0 2 0 2 0 0 0 1 0 1 3 0 0 0 100 1 101 0 0 0 0 0 0 101 259
17:15 - 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115 1 116 0 0 0 0 0 0 116 269
17:30 - 17:45 0 0 0 2 0 2 0 0 0 2 0 2 4 0 0 0 87 1 88 0 0 0 0 0 0 88 245
17:45 - 18:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 1 92 0 0 0 0 0 0 92 210
Total for Period 0 0 0 15 0 15 0 0 0 51 0 51 66 9 0 9 1323 37 1360 1 0 1 0 1 1 1371 3284
Table 1c
Hourly Totals
Approach South - Driveway East - Cooroy-Noosa Road
Movement 1 2 3 U-S Total 4 5 6 U-E Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ
15:00 - 16:00 1 0 1 0 0 0 1 0 1 0 0 0 2 1 0 1 598 19 617 8 0 8 1 0 1 627
15:15 - 16:15 1 0 1 0 0 0 1 0 1 0 0 0 2 1 0 1 635 18 653 5 0 5 1 0 1 660
15:30 - 16:30 0 0 0 0 0 0 1 0 1 0 0 0 1 1 0 1 632 20 652 4 0 4 1 0 1 658
15:45 - 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 628 14 642 4 0 4 1 0 1 647
16:00 - 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 622 15 637 2 0 2 0 0 0 639
16:15 - 17:15 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 607 13 620 3 0 3 0 0 0 623
16:30 - 17:30 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 601 12 613 2 0 2 0 0 0 615
16:45 - 17:45 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 585 15 600 3 0 3 0 0 0 603
17:00 - 18:00 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 563 12 575 2 0 2 0 0 0 577
Hourly Totals continued
Approach North - Noosa Care access West - Cooroy-Noosa Road Intersection
Movement U-N 9 8 7 Total 10 11 12 U-W Total Total
Time Period
LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ LV HV Σ LV HV Σ LV HV Σ LV HV Σ
Σ Σ
15:00 - 16:00 0 0 0 4 0 4 0 0 0 32 0 32 36 5 0 5 507 27 534 0 0 0 0 0 0 539 1204
15:15 - 16:15 0 0 0 3 0 3 0 0 0 19 0 19 22 4 0 4 520 27 547 0 0 0 0 0 0 551 1235
15:30 - 16:30 0 0 0 4 0 4 0 0 0 17 0 17 21 4 0 4 485 21 506 0 0 0 0 1 1 511 1191
15:45 - 16:45 0 0 0 4 0 4 0 0 0 17 0 17 21 5 0 5 448 12 460 1 0 1 0 1 1 467 1135
16:00 - 17:00 0 0 0 7 0 7 0 0 0 16 0 16 23 4 0 4 423 6 429 1 0 1 0 1 1 435 1097
16:15 - 17:15 0 0 0 8 0 8 0 0 0 12 0 12 20 4 0 4 398 3 401 1 0 1 0 1 1 407 1051
16:30 - 17:30 0 0 0 6 0 6 0 0 0 9 0 9 15 2 0 2 407 2 409 1 0 1 0 0 0 412 1043
16:45 - 17:45 0 0 0 7 0 7 0 0 0 6 0 6 13 1 0 1 403 3 406 0 0 0 0 0 0 407 1025
17:00 - 18:00 0 0 0 4 0 4 0 0 0 3 0 3 7 0 0 0 393 4 397 0 0 0 0 0 0 397 983
Table 1d
[OCR of page images]
(Client
Client Reference: 1227?
Intersection No.: 1/2
Intersection
UBD Reference:
Survey Date:
MeCormick Rankin Cagney
Cooroy-Noosa Road / Noosa
Sunshine Coast 7/H17
Tuesday 7 December 2010
fe access, Tewantin
UN
Noosa Gare ae
‘J
8 7
{Lf ve
Duration of surver3.0 hours zw _t t 6 &
survey Period: 15:00 - 18:00 3 °
Weather: Fine 3 i
Survey by: Austratfic 5 ou —_ —_— 5
[Surveyor(s):__KH/TH é
fo 2 (| 4
“ate e
1 2 3 US
South - Dev
15 Minute Totals
‘Approach South - Driveway East - Cooroy-Noosa Road
Movement 7 z 3 us Total a 3 6 TE Total
Time Period t r i x t —_ tL Cc xy
WAS WW AV © WwW HW 5 Wi HW = WHS WwW AV © W HAV © WwW AW =
1500- tts, 0.0. 0 0 0 0 0 0 0 0 0 o0|fo],o 0 0 12 6 4 5 0 3 0 0 0 | tar
1615-1530} 1 0 +t 0 0 0 0 0 0 0 0 of t+fo o 0 9 2 2 0 2 0 0 0 | 163
1530-1545} 0 0 0 9 0 0 1+ 0 14 0 0 of tft 0 1 6 8 174 0 0 0 0 0 0 | 175
1645 - 1600] 0 0 0 0 0 0 0 0 0 0 0 ofofo o 0 4 3 148 3 0 3 1 0 1 | 182
1600-1615} 0 0 0 9 0 0 0 0 0 0 0 ofofo o 0 5 5 170 0 0 0 0 0 0 | 170
1615 - 1630} 0 0 0 0 0 0 0 0 0 0 0 ofofo o o 6 4 10 1 0 1 0 0 0 J t61
1630-1645} 0 0 0 0 0 0 0 0 0 0 0 ofofo o 0 2 2 14 0 0 0 0 0 0 | 164
1645 - 1700} 0 0 0 0 0 0 0 0 0 0 0 ofofo o o 19 4 143 1 0 1 0 0 0 | 144
1700-1715} 1 20 06 to J tt fl ll tReet | 184
1745-1730} 0 0 0 0 0 0 0 0 0 0 0 ofofo o 0 1% 3 188 0 0 0 0 0 0 | 183
1730-1745} 1 2006 tt 0 lt lt fl ll ttt lt | 82
1745 - 1800] 0 0 0 9 0 0 0 0 0 o 0 ofofo o o 17 1 18 0 0 0 0 0 o|ns
TotartorPerogd | 303-000-1010 0 0] 4]1 0 1 1783 46 1629120 12-10 ~1_| 1843
15 Minute Totals continued
‘Approach North - Noosa Care access West - Cooroy-Noosa Road Intersection
Movement oN 3 3 7 Total 7 Tt 72 uw Total] Tota
Time Period 4] a 1 xr — - 4 ~<a x Y
WAV = iv AV iV AV 5 WwW A 5 iy AV = iV AV iV AV 5 iV WV
1500- tts] 0.0. 0 2.0 2 0 0 0 1 0 t)a]1.o 1 2 4 6 0 0 0 0 0 0 |t7| ara
1615-1530} 0 0 0 +t 0 1 0 0 0 5 0 8S]/6]2 0 2 14 8 49 0 0 0 0 0 o | ts} set
1630-1545} 0 0 0 1 0 1 0 0 0 5 0 8S]6]o 0 0 12 9 17 0 0 0 0 0 0 |} tar] stg
1545 - 1600] 0 0 0 90 0 0 0 0 0 4 0 4]a]2 0 2 126 6 122 0 0 0 0 0 0 |} 134] 290
1600-1615} 0 0 0 + 0 1 0 0 0 5 0 8S]6]o 0 0 12 4 128 0 0 0 0 0 0 |} a9] 305
1615-1630} 0 0 0 2 0 2 0 0 0 3 0 3]/s5]2 0 2 we 2 8 0 0 0 0 1 4 fan] 277
1630-1645} 0 0 0 + 0 1 0 0 0 5 0 8S]/6]t1 0 41 9 0 8 + 0 + 0 0 of 93] 268
1645-1700} 0 0 0 3 0 3 0 0 0 3 0 38]6]1 0 1 wr 0 t1 0 0 0 0 0 0 |} toa] 252
woo - 1715} 0 00 00 2 tl th fl fl oO Oo 1 tH) oO oD | | oo | tor]
1745-1730} 0 0 0 9 0 0 0 0 0 0 0 of ofo,o 0 15 1 16/0 0 0 0, 0 o } te] 269
1730-1745} 0 20 8620062 OCP PO ll Ft wl | |
745-1800} 0 0 0 0 OS CT Ot tC CC CC | | at
TotartorPerog [00015 015.00 0 oi 0 si] | 9 0 9 1003 67 190010 10 1 1 _] 1371] 2264
Table Tc
Hourly Totals
‘Approach South - Driveway East - Cooroy-Noosa Road
Movement 7 z 3 us Total a 3 6 TE Total
Time Period t r ie x t —_ tL Cc xy
Wis Ww AV © WwW HW 5 W HW = WAS WwW AV © WwW HAV © WwW AW =
1500 - woo, 1 0. 1 0 0 0 1 0 4 0 0 o|f2{1 0 1 89% 19 617 6 0 8 1 0 1 | ear
115-1615} 1 0 t 0 0 0 1 0 14 0 0 of 2]1 0 1 68 18 63 5 0 5 1 0 1 | 660
1530-1630} 0 0 0 0 0 0 1 0 14 0 0 of t+] 1 0 1 632 2 oe 4 0 4 1 0 1 | 658
1645 - 1645} 0 0 0 0 0 0 0 0 0 0 0 of ofo o o 6 1 62 4 0 4 1 0 1 | 647
1600-1700} 0 0 0 0 0 0 0 0 0 0 0 ofofo o o 62 1% o7 2 0 2 0 0 0 | 639
1 0 1 0 0 0 60 © 0 0 0 of 1}o0 0 © 67 13 6 3 0 3 0 0 0 | 623
1 0 1 0 0 0 6 © 0 0 0 of 1}o 0 © or 12 63 2 0 2 0 0 0 | ots
2 0 2 0 0 0 0 6 0 0 60 of 2]}o o o 58 1% 60 3 0 3 0 0 0 | 603
2 0 2 0 o0 o0 0 o 0 o o of 2}o 0 0 53 12 575 2 0 2 0 0 0 |57
Hourly Totals continued
‘Approach North - Noosa Care access West - Cooroy-Noosa Road Intersection
Movement oN 3 3 7 Total 7 Tt 72 uw Total] Tota
Time Period 4] J | L, xr —t nd 4 J x xy
iy AV5 iV AV iV AV 5 wv oA iV AV = iV AV iV AV 5 iV AW 5
1500 - too. 0.0. 0 4 0 4 0 0 0 a2 0 || 5 0 5 807 27 63 0 0 0 0 0 0 | a0) 1204
1615-1615} 0 0 0 3 0 3 0 0 0 19 0 1w]22]4 0 4 82:0 2 547 0 0 0 0 0 0 | se] 1295
1630-1630} 0 0 0 4 0 4 0 0 0 17 0 wia}4 o 4 45 2 56 0 0 0 0 14 14 Js] tit
1645 - 1645] 0 0 0 4 0 4 0 0 0 17 0 wia]s o 5 44 12 40 1 0 1 0 1 14 | aor] 1135
1600 - 1700} 0 0 0 7 0 7 0 0 0 1% o wl2a}4 o 4 439 6 49 1 0 1 0 1 1 | 435] 1097
1615-1715} 0 0 0 8 0 8 0 oO 0 12 0 2/2] 4 o 4 38 3 ar 1 0 1 0 4 14 | 407} 1051
1630-1730} 0 0 0 6 0 6 0 0 0 g 0 9 fw] 2 0 2 47 2 49 1 0 1 0 0 0 Jae] 1043
1645-1745] 0 0 0 7 0 7 0 0 0 6 0 6f}1 0 1 43 3 46 0 0 0 0 0 0 | aor} 1025
1700 - 1800} 0 0 0 4 SC CC TO 8 FSC | 07 | _o
Table 1d
Page 65
27
Appendix E
Warrant for Right Turn Lane
4516 - TIA - 004(1) .doc
[OCR of page images]
Warrant for Right Turn Lane
Appendix E
27
4516 - TIA - 004(1) .doc
Page 66
Department of Main Roads
Road Planning and Design Manual
Turn Volume ‘Qa’ or 'Q,' (Veh/h)
H 2
Chapter 13
Intersections at Grade
80 5
Refer next page for
notes to diagram.
60 5
40 5
CHRI(AUL or CHL)
CHR(S)/
204 AUL(S)
BARIBAL
0 T T T T ; 1
0 200 400 600 800 1000
Major Road Traffic Volume 'Qy' (Veh/h)
1200
Figure 13.22 Warrants for Turn Treatments on Roads with a Design Speed 2100km/h
foe]
oO
J
a
oO
1
NO
oO
1
Turn Volume ‘Q,’ or 'Q,' (Veh/h)
bh
oO
a e]
CHR(S)/
AUL(S)
BAR/BAL
Refer next page for
notes to diagram.
CHRI(AUL or CHL)
0 T T T
0 200 400 600
T T
800 1000
Major Road Traffic Volume 'Qy' (Veh/h)
1200
Figure 13.23 Warrants for Turn Treatments on Roads with a Design Speed < 100km/h
- Right tren - 2022 Bemgm
~ Ridnt turn _ 2022 Oenlen PM Peak
AM Peak
October 2006
13-39
Page 67
11
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