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Traffic Engineering Report 3-7 Serenity Place, Noosa – Proposed Resort Complex Calile Malouf Investments Pty Ltd
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Page 2
About TTM
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Revision Record
No. Author Reviewed/Approved Description Date
1. N. Rajput Draft DA Report 25/08/22
2. N. Rajput B. Camilleri (RPEQ: Final Report 07/10/22
7577)
3.
4.
© 2022 - TTM Consulting Pty Ltd ABN 65 010 868 621
Level 8, 369 Ann Street, Brisbane. PO Box 12015 George Street Brisbane 4003
Page 3
Contents
1 Introduction ..........................................................................................................................................5
1.1 Background .................................................................................................................................. 5
1.2 Scope ............................................................................................................................................ 5
1.3 Site Location ................................................................................................................................. 6
2 Proposed Development .........................................................................................................................8
2.1 Development profile .................................................................................................................... 8
2.2 Parking.......................................................................................................................................... 8
2.3 Access ........................................................................................................................................... 9
2.4 Servicing ....................................................................................................................................... 9
3 Existing Transport Infrastructure .......................................................................................................... 10
3.1 The Road Network ......................................................................................................................10
3.2 Public Transport and Pedestrian Facilities ..................................................................................10
3.3 Road Planning.............................................................................................................................11
4 Car Parking Arrangements ................................................................................................................... 13
4.1 Council Parking Supply Requirement .........................................................................................13
4.2 Car Park Layout ..........................................................................................................................16
5 Site Access Arrangements .................................................................................................................... 17
5.1 Introduction ...............................................................................................................................17
5.2 Access 1 – Site Access via Banksia Avenue .................................................................................17
5.3 Access 2 – Serenity Close (Service Vehicle Access) ....................................................................17
6 Service Vehicle Arrangements .............................................................................................................. 18
6.1 Council’s Requirement ...............................................................................................................18
6.2 Proposed Service Vehicle Arrangements and Their Adequacy ...................................................18
7 Development Transport Demand ......................................................................................................... 19
7.1 Existing Traffic Demand ..............................................................................................................19
7.2 Development Traffic Demand ....................................................................................................20
7.2.1 Traffic Generation ..........................................................................................................20
7.2.2 Traffic Distribution..........................................................................................................21
8 Future Transport Demands .................................................................................................................. 23
8.1 Assessment Years and Traffic Growth ........................................................................................23
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 2
Reference: 22BRT022 RP01_1
Page 4
9 Traffic Impact Assessment ................................................................................................................... 25
9.1 Analysis of Noosa Drive / Coral Tree Avenue .............................................................................25
9.1.1 Analysis Results ..............................................................................................................25
9.1.2 Analysis Conclusions .......................................................................................................26
9.2 Analysis of Grant Street / Noosa Drive / Sunshine Beach Road ..................................................27
9.2.1 Analysis Results ..............................................................................................................27
9.2.2 Analysis Conclusions .......................................................................................................29
9.3 Analysis of Grant Street / Banksia Avenue .................................................................................29
9.3.1 Analysis Results ..............................................................................................................30
9.3.2 Analysis Conclusions .......................................................................................................30
10 Active Transport .................................................................................................................................. 31
10.1 Pedestrian Access .......................................................................................................................31
10.2 Cyclist Requirement ...................................................................................................................31
11 Summary and Conclusions ................................................................................................................... 32
11.1 Access design and Loation..........................................................................................................32
11.2 Car Parking Arrangements..........................................................................................................32
11.3 Impact on Surrounding Road Network .......................................................................................32
11.4 Service Vehicle Arrangements ....................................................................................................32
11.5 Active Transport Facilities ..........................................................................................................32
11.6 Conclusion ..................................................................................................................................32
Appendix A Proposed Site Plan
Appendix B Traffic Survey
Appendix C Service Vehicle Swept Path
Appendix D Network Volume Diagrams
Appendix E – sidra Intersection Analaysis
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 3
Reference: 22BRT022 RP01_1
Page 5
Table Index Table 2-1: Proposed land uses ........................................................................................................................... 8 Table 3-1: Local Road Hierarchy....................................................................................................................... 10 Table 4-1: Parking Supply Assessment- Peak demand period (Evening) .......................................................... 14 Table 4-2: Car Parking Rate – SEQ Council and Similar Development .............................................................. 14 Table 4-3: Parking Design Requirements ......................................................................................................... 16 Table 5-1: Site Access Arrangements ............................................................................................................... 17 Table 5-2: Service Vehicle Access Arrangements ............................................................................................. 17 Table 7-1: Traffic Generation by Proposed Development (Weekday) ............................................................. 20 Table 7-2: Traffic Generation by Proposed Development (Weekend) ............................................................. 21 Table 9-1: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout) ............................. 26 Table 9-2: Summary of Sidra Outputs (Grant Street / Noosa Drive / Sunshine Beach Road Roundabout) ...... 28 Table 9-3: Summary of Sidra Outputs (Grant Street / Banksia Avenue Roundabout) ...................................... 30 Figure Index Figure 1-1: Site location (Source: nearmap)....................................................................................................... 6 Figure 1-2: Site area (Source: nearmap) ............................................................................................................ 7 Figure 3-1: SEQ Principal Cycle Network & Priority Routes (Map 3), Source: Noosa Mapping ........................ 11 Figure 7-1: Traffic Distribution ......................................................................................................................... 21 Figure 9-1: Noosa Drive / Coral Tree Avenue SIDRA Layout ............................................................................. 25 Figure 9-2: Grant Street / Noosa Drive / Sunshine Beach Road SIDRA Layout ................................................. 27 Figure 9-3: Grant Street / Banksia Avenue SIDRA Layout ................................................................................. 29 Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 4 Reference: 22BRT022 RP01_1
Page 6
1 Introduction
1.1 Background
TTM Consulting has been engaged by Calile Malouf Investments Pty Ltd to prepare a traffic engineering
report investigating a proposed resort complex development to be located at 3-7 Serenity Place, Noosa. It is
understood that a Development Application will be lodged with Noosa Shire Council (‘Council’).
1.2 Scope
This report investigates the transport aspects associated with the proposed development. The scope of the
transport aspects investigated includes:
• Parking supply required to cater for the development demand;
• Parking layout to provide efficient and safe internal manoeuvring;
• Identification of likely traffic generation and traffic distribution from the future development;
• Identification of likely traffic impact of development on the external road network;
• Access configuration to provide efficient and safe manoeuvring between the site and the external road
network;
• Suitability of access and internal facilities to provide for pedestrian and cyclist operation;
• Access to suitable level of public transport; and
• Servicing requirement.
To assess the proposed transport arrangements, the development plans have been assessed against the
following guidelines and planning documents:
• Noosa Plan 2020, specifically:
- 9.4.1 Driveway and Parking Code; and
- 9.4.7 Transport Code.
• Australian Standard 2890 series.
• Queensland Complete Streets.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 5
Reference: 22BRT022 RP01_1
Page 7
1.3 Site Location
The site is located at 3-7 Serenity Close, Noosa Heads, near the Banksia Avenue North / Grant Street
roundabout, as shown in Figure 1-1. The property description is Lot 10 and 11 on SP195871 and Council’s
zone overlay mapping identified the development as a ‘Tourist Accommodation’. The site has road frontages
to Serenity Close and Banksia Avenue and is currently occupied by a house.
Approximate
Site Location
Figure 1-1: Site location (Source: nearmap)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 6
Reference: 22BRT022 RP01_1
Page 8
Figure 1-2: Site area (Source: nearmap) Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 7 Reference: 22BRT022 RP01_1
Page 9
2 Proposed Development
2.1 Development profile
The proposed land uses for the proposed development are summarised in Table 2-1.
Table 2-1: Proposed land uses
Use Area/Qty
Hotel
• Standard Rooms 175 rooms
• Suites 12 suites
• PWD Room 16 rooms
• Villas 15 villas
Total 205
Hotel Facilities* (other amenities including cinema, prep kitchen, 2,784m² GFA
office, staff amenities, transfer lounge, day spa, toilets, gym,
reception, bag store, check in lounge, lobby and games room)*
Hotel Function 1,017m² GFA
Restaurant 1,715m² GFA
Retail 994m² GFA
Note: *Hotel Facilities are ancillary services provided to the hotel guest.
The site plans including area schedule are prepared by Richards+Spence, included as Appendix A.
2.2 Parking
The development proposal includes the following parking supply:
• Car parking spaces:
- Staff – 28 spaces are in Level 2;
- Guest Hotel/Retail/Function Room – 159 spaces are in Level 2 including six (6) spaces for persons
with disability (PWD); and
- Valet – 50 spaces are in Level 3.
- Total car parking spaces provided – 237 car spaces are proposed
• Bicycle parking spaces:
- Staff – 56 spaces are in Level 2;
- Guest Hotel/Retail – 45 spaces are in Level 3 near valet parking;
- Guest Hotel/Retail – 35 spaces are in Level 3 near Driveway/Setdown Roundabout; and
- Other – 20 spaces are provided near the pedestrian entry.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 8
Reference: 22BRT022 RP01_1
Page 10
Total bicycle spaces provided – 156 bicycle spaces are proposed.
• A set down area is provided on Level 3 which can accommodate up to 14 vehicles at one time.
Further details regarding the car and bicycle parking are included in Section 4 and 11, respectively.
2.3 Access
The development plan includes the following access arrangements:
• Access 1 – Primary Access via Banksia Avenue North (car park entry/exit): The car park access is provided
via Banksia Avenue, which will form a fourth leg to the existing Banksia Avenue/Grant Street
roundabout. This is provided as a 6.5m wide access driveway configuration as per Australian Standard
which provide access to car park and set-down area.
• Access 2 – Serenity Close (service vehicles only): The secondary access to the loading dock is provided via
Serenity Close, which is located on the western side of the development. This is provided as a 7.5m wide
entry and exit ramp for service/refuse vehicles up to a 10.7m Light Rigid Vehicle (LRV). A set down area
for a 14.5m Coach is provided.
Further details regarding the proposed access arrangements are included in Section 5.
2.4 Servicing
All service/refuse vehicles will enter/exit from Serenity Close (secondary access) in a forward gear.
Further details in relation to the service/refuse vehicle arrangements are included in Section 6.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 9
Reference: 22BRT022 RP01_1
Page 11
3 Existing Transport Infrastructure
3.1 The Road Network
The hierarchy and characteristics of roads in the immediate vicinity of the site are shown in Table 3-1.
Table 3-1: Local Road Hierarchy
Road Speed Lane Configuration Classification Authority
Limit
Banksia Avenue 50km/h Two lanes (undivided, two-way, informal Local Council
kerbside parking
Grant Street 50km/h Two lanes (divided by median strip), Local Council
two-way, informal kerbside parking
Noosa Drive 50km/h Two lanes (divided by median strip), Distributor Council
two-way, formal kerbside parking
Serenity Close 50km/h Two lanes (eastern part is divided by Local Council
median strip and western part is
undivided), two-way, informal kerbside
parking
Sunshine Beach Road 50km/h Two lanes (divided by median strip), Distributor Council
two-way, formal kerbside parking
Serenity Close consists of a 9.0m wide sealed carriageway on western part and 15.0m wide sealed
carriageway with median strip on eastern part of road.
Banksia Avenue consists of a 9.0m wide sealed carriageway on norther part and is a dead-end road with a
6.0m wide sealed carriageway on southern part.
The intersections of within the vicinity of the subject site including banksia Avenue/Grant Street, Grant
Street/Coral Tree Avenue and Grant Street/Noosa Drive/Sunshine Beach Road are roundabout controlled
intersections.
3.2 Public Transport and Pedestrian Facilities
Trains
Eumundi station is located approximately 20.1km south-east of the site. This station services the Sunshine
Coast line. Services operate 7 days a week, with limited frequency.
Buses
The closest bus stop is located on Noosa Drive, 550m (8 minutes walking distance) to the east from the
subject site. This bus stops service Translink Routes 620, 626, 627, 629, 630 and 631. Services operate 7 days
a week, with a frequency of 15-20 during peak period and 30 minutes off-peak.
Noosa Junction station is located on David Low Way, approximately 1.0 km (12 minutes walking distance) to
the south from the subject site providing connection to broader road network. This bus stops service
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 10
Reference: 22BRT022 RP01_1
Page 12
Translink Routes 620, 622, 626, 627, 628, 629, 630, 631 and 632. Services operate 7 days a week, with a
frequency of 10-15 during peak period and 30 minutes off-peak.
Pedestrians
Formal pedestrian footpath is provided along both Banksia Avenue and Serenity Close providing connections
to the surrounding area.
Cyclists
Under the Noosa Plan Transport Elements (Map 3), the surrounding area is identified as SEQ Principal Cycle
Network and Priority Routes as shown in Figure 3-1.
Legend
Figure 3-1: SEQ Principal Cycle Network & Priority Routes (Map 3), Source: Noosa Mapping
3.3 Road Planning
TTM has reviewed Council’s Local Government Infrastructure Plan (LGIP) and identifies the following future
upgrades in the vicinity of the subject site:
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 11
Reference: 22BRT022 RP01_1
Page 13
• LGIP mapping identifies the proposed development and the surrounding area within the Priority
Infrastructure Area and Service Catchment.
• LGIP Transport identifies a future bus stop (BSF04) between Coral Tree Ave / Noosa Drive roundabout
and Grant Street / Noosa Drive / Sunshine Beach Road roundabout to be located south of the proposed
development.
• LGIP Pathways identifies future pathway (PW25) to be provided east of the development.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 12
Reference: 22BRT022 RP01_1
Page 14
4 Car Parking Arrangements
4.1 Council Parking Supply Requirement
The land use for the proposed development is identified as a ‘Resort Complex’, the definition of Resort
Complex and Shop within Noosa Planning Scheme are as follows:
“Resort complex means the use of premises for –
(a) Tourist and visitor accommodation that includes integrated leisure facilities (examples of
integrated leisure facilities – bars, meeting and function facilities, restaurants, sporting and
fitness facilities); or
(b) Staff accommodation that is ancillary to the use in paragraph (a); or
(c) Transport facilities for the premises (a ferry terminal or air service, for example)”
Noting the above, Table 9.4.1.4 of Driveways and Parking Code within the Noosa Plan 2020 identifies the car
parking requirements. It is noted that Table 9.4.1.4 does not include a parking rate for “Resort complex”.
Furthermore, Note 4 relating to the table states:
“Any use not specified in Column 1 of this table shall provide sufficient spaces to accommodate the
number of vehicles likely to be parked at any one time”.
The proposed resort complex provides a mix of uses which are primarily focussed on servicing guests of the
resort, however, it is acknowledged that there will be a proportion of external users attracted to the
development. As such, to determine an appropriate parking supply the following aspects needs to be
considered, including:
• Hotel occupancy and mode of travel for guests i.e. proportion arriving by car;
• Internal use of facilities by guests, particularly restaurants and bars;
• Multi-purpose trips; and
• Temporal distribution of peak parking demands for the various uses.
It is considered that the peak parking demand will occur in the evening as it represents the period when:
• A majority of guests would be at the complex;
• A function likely to occur; and
• Restaurants at capacity.
The retail component is also not considered to be typical “destination” style retail that will attract external
users but would more likely cater the needs of resort guests. During the evening peak period, it is expected
that the retail would be closed, or likely only attract internal customers.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 13
Reference: 22BRT022 RP01_1
Page 15
The peak parking period for the retail also wouldn’t coincide with the peaks for the other uses i.e.
restaurants and bars typically at minimum demand.
Table 4-1: Parking Supply Assessment- Peak demand period (Evening)
Proposed Use Council – parking supply Area/Qty Maximum Reduction Parking Parking
guidance supply Factor** Supply Provided
required
(applying
reduction
factor)
Accommodation • 1 space per 205 rooms 205 0.5 space 103 237
site/cabin/rooming unit per room (including
• One space per 10 sites; 6 PWD
and spaces)
• One manager space
Hotel Facilities - 2,784m² GFA - -
(ancillary)*
Retail 1 spaces 20m² of use area 994m² GFA 50 –10% 5
Hotel Function 1 spaces 20m² of use area 1,017m² GFA 51 90% 46
Restaurant 1 spaces 20m² of use area 1,715m² GFA 86 External 52
and outdoor business area, trip – 60%
excluding kitchen and food
storage area
Total 392 206 237
Note: *Hotel Facilities – Gym, cinemas, prep kitchen, office, staff amenities, transfer lounge, day spa, toilets, reception, bag store,
check in lounge, lobby, games room
**Discussed further in details below
Persons with Disability
The Building Code of Australia (BCA) requirement for PWD parking is ‘1 per 100 spaces’, noting that total of
six (6) PWD spaces are provided which is compliant with the BCA requirement.
The above-mentioned parking reduction factors are considered appropriate considering the following:
• Resort Complex – The car parking rate of 0.5 space per room has been adopted for hotel room, which is
conservative, based on the review of the other Council rate and similar approved development tabulated
in Table 4-2.
Table 4-2: Car Parking Rate – SEQ Council and Similar Development
Resource Hotel/Resort Rate Parking Required if applied to proposal
SEQ Council / RTA
RTA (5-star hotel) 1 space per 5 rooms (0.2 48 spaces
spaces / room)
Gold Coast Planning Scheme 1 space per 4 dwellings (0.25 60 spaces
spaces / room)
Westin Hotel Yaroomba 1 space per 2.4 rooms (0.42 / 99 spaces
(MCU17/0095) room)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 14
Reference: 22BRT022 RP01_1
Page 16
Holiday Inn Maroochydore 1 space per 3.1 rooms (0.32 / 76 spaces
room)
• Hotel Facilities and Retail – These facilities are primarily provided for the guest staying at the Resort
Complex. It would be highly unlikely that the retail would generate the external car parking demand in
the evening peak period. Therefore, this use would not have any car parking demand.
• Function Facility – Function room would be provided within the Resort Complex, it is assumed that these
events 90% cater for the external traffic/demand, on the basis that a small proportion of attendees may
stay at the resort.
• Food and Drink: The restaurants provided within the Resort Complex would primarily be provided for
guests, which if fully occupied would account for a significant proportion of restaurant patrons,
therefore 60% of the external car parking demand has been assumed.
It is also an objective of the development to discourage private vehicle use and encourage patrons to use
alternative modes in order to offset the parking demands for the development such as taxi service, ferry
service and bus services are proposed, discussed below:
• An extensive set-down facility which can accommodate 14 vehicles, accessed directly off the Grant
Street, will provide significant capacity for taxi and ride share vehicles to drop off / pick up patrons.
• The applicant is also proposing to operate a ferry service from Settler’s Cove Jetty to Noosa Woods
(western side of Hastings Street), exclusively available for the guests staying at the hotel. This would
further reduce the dependence on private vehicle considering these services are available for guest.
• Whilst the target market for the resort complex does not include tour groups, it is acknowledged that
there may be an occasional need for a coach to attend the site. It is intended that a “bus zone” be
created on Serenity Close adjacent to the pedestrian entry (close to retail) on north-west corner. Given
the expected occasional use, the width of Serenity Close (9.0m) and the low volume of traffic (380
vehicles / day), the location of this bus zone is considered acceptable.
Noting the above, a coach turnaround area is located on the cul-de-sac on Serenity Close has also been
designed to allow the coach to turnaround and exit Serenity Close as illustrated in TTM Drawing
22BRT0122-01 in Appendix C.
Further to the assessment above, it is acknowledged that the demands generated by the various uses will
fluctuate based on time of day, day of week and time of year. As such, the resort complex will implement a
Car Park Management Plan to ensures demands can be accommodated within the complex.
Therefore, the car parking proposed for the proposed development is adequate considering the alternative
mode of transport available for patrons and the services provided within the Resort Complex would primarily
cater the demand of the guest staying at the hotel.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 15
Reference: 22BRT022 RP01_1
Page 17
4.2 Car Park Layout
Table 4-3 identifies the characteristics of the proposed parking area with respect to the Council
requirements. The last column identifies the compliance of each design aspect.
Table 4-3: Parking Design Requirements
Design Aspect Minimum AS2890.1 Proposed Provision Compliance
Standard
Parking space length:
− Standard bay 5.4m 5.4m Compliant
Parking space width:
− Staff 2.4m 2.6m Compliant
− Public 2.6m 2.6m
− Vallet 2.4m 2.6m
− PWD 2.4m + 2.4m ‘Shared 2.4m + 2.4m ‘Shared
Area’ Area’
Aisle Width:
− Parking aisle 5.8m 6.5m Compliant
− Circulation 5.8m 6.0-6.5m
aisle/ramp
Parking envelope Space 0.3m clear of Space 0.3m clear of Compliant
clearance – space wall wall
adjacent to wall
Maximum Gradient:
− PWD parking 1:40 (2.5%) 1:40 (2.5%) Compliant
− Parking bay 1:20 (5.0%) 1:20 (5.0%)
− Parking aisle 1:16 (6.25%) 1:16 (6.25%)
− Ramp 1:5 (20%) 1 in 8 (12.5%)
Height Clearance
− General Min. 2.2m (2.3m PWD) 2.3m Compliant
The proposed car park layout complies with Council’s / Australian Standard requirement and is therefore
considered suitable.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 16
Reference: 22BRT022 RP01_1
Page 18
5 Site Access Arrangements
5.1 Introduction
Access to the development is proposed to be provided via the existing Banksia Avenue / Grant Street
roundabout. The site access will form a fourth leg to the roundabout.
5.2 Access 1 – Site Access via Banksia Avenue
The access on Banksia Avenue is located on the southern side of the site frontage, and will form a fourth leg
to the existing Banksia Avenue/Grant Street roundabout. This access will allow for both entry and exit
movements for all light vehicles accessing the internal car parking areas. A concept roundabout design has
been prepared, as shown in TTM Drawing 22BRT0022-03, Revision A, included in Appendix C, which
demonstrates the access integration with the existing roundabout configuration.
A summary of the Australian Standard AS2890.1:2004 Parking Facilities Part 1 Off-street car parking design
provisions, the proposed provisions and deemed compliance for this access is shown in Table 5-1.
Table 5-1: Site Access Arrangements
Design Aspect AS2890.1 Requirement Proposed Provision Compliance
Width / Crossover Type*~ 6.0m 6.5m Compliant
Distance from:
Compliant
• minor intersection* 10m (min) > 10m
• adjacent driveway* 3m (min) > 3m
In general, the proposed access arrangements are consistent with the provisions of the Australian Standards.
5.3 Access 2 – Serenity Close (Service Vehicle Access)
Serenity Close access is located on the western side of the site frontage, which will provide access to service
vehicles only.
A summary of the Australian Standard AS2890.1:2004 Parking Facilities Part 1 Off-street car parking design
provisions, the proposed provisions and deemed compliance for this access is shown in Table 5-2.
Table 5-2: Service Vehicle Access Arrangements
Design Aspect AS2890.1 Requirement Proposed Provision Compliance
Width / Crossover Type*~ 6.5m 8.0m Compliant
Distance from:
Compliant
• minor intersection* 10m (min) > 10m
• adjacent driveway* 3m (min) > 3m
In general, the proposed access arrangements are consistent with the provisions of the Australian Standards.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 17
Reference: 22BRT022 RP01_1
Page 19
6 Service Vehicle Arrangements
6.1 Council’s Requirement
To assess the required number of service bays for the development, TTM has referred to the Council
requirements for service vehicles. Clause 2 (b) of Section 9.4.1.2 of Driveways and Parking Code within
Council’s Planning Scheme states:
“Adequate provision is made for the standing, parking, loading and unloading, access and
manoeuvring of service vehicles within the development site.”
The proposed development proposes a loading area accessible via Serenity Close.
6.2 Proposed Service Vehicle Arrangements and Their Adequacy
The total of four (4) loading bays are proposed within the loading area, suitable to cater for the vehicles such
as 10.7m Light Right Vehicle (LRV), 8.8m Medium Rigid Vehicle (MRV), 6.4m Small Rigid Vehicle (SRV) and
5.4m VAN. All servicing/refuse collections will occur in the loading area on Level 1, where the vehicle will
enter the site in a forward gear, accessing the loading bay and perform a single reverse manoeuvre and exit
the site in a forward gear once the refuse/servicing has been performed.
TTM Figure 22BRT0122-SK02 within Appendix C illustrates the manoeuvring of service vehicles to/from the
loading dock, all movements allow a minimum 300mm clearance.
The height clearance of 4.5m would be maintained in the loading area allowing full utilisation of the service
vehicle area for standing and manoeuvring.
For small deliveries, VAN bay is provided on Level 1 and Level 2 within the carpark close to the bin store and
service/maintenance lift in the eastern corner, respectively.
The proposed site conditions are considered adequate for the proposed development. All internal onsite
design complies with AS 2890.2-2002 Parking Facilities Part 2 Off-street commercial design.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 18
Reference: 22BRT022 RP01_1
Page 20
7 Development Transport Demand
7.1 Existing Traffic Demand
TTM Data conducted traffic counts on Friday, 8th July 2022 and Saturday, 9th July 2022 to establish the
existing traffic volumes during the weekday and weekend peak-hour periods at the following intersections:
• Noosa Drive / Grant Street;
• Noosa Drive / Coral Tree Avenue; and
• Grant Street / Banksia Avenue.
The following peak periods were as follows:
• Noosa Drive / Grant Street / Sunshine Beach Road:
- Friday, 8th July 2022
AM Peak period: 8:30am to 9:30am
PM Peak Period: 3:15pm to 4:15pm
- Saturday, 9th July 2022
PM Peak Period: 1:00pm to 2:00pm
• Noosa Drive / Coral Tree Avenue:
- Friday, 8th July 2022
AM Peak period: 9:00am to 10:00am
PM Peak Period: 3:15pm to 4:15pm
- Saturday, 9th July 2022
PM Peak Period: 1:00pm to 2:00pm
• Grant Street / Banksia Avenue:
- Friday, 8th July 2022
AM Peak period: 8:30am to 9:30am
PM Peak Period: 3:00pm to 4:00pm
- Saturday, 9th July 2022
AM Peak period: 10:15am to 11:15am
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 19
Reference: 22BRT022 RP01_1
Page 21
Detailed surveyed traffic volumes observed during the weekday/weekend AM and PM peak-hour periods are
attached in Appendix B.
7.2 Development Traffic Demand
7.2.1 Traffic Generation
The traffic generation rates are sourced from RTA (now RMS) dated 2002 and ITE as follows:
• Accommodation (Hotel) (ITE)
- Room/Villa/Suite/PWD 0.4 vph per room (weekday)
- Villa/Suite/PWD 0.65 vph per room (weekend)
• Retail (RTA) 12.3 vph per 100m² (weekday)
• Retail (RTA) 16.3 vph per 100m² (weekend)
• Restaurant (RTA) 5 vph per 100m²
• Hotel Function (RTA) 5 vph per 100m²
Based on the above generation rates, the trip generated by the proposed development is tabulated in Table
7-1 and Table 7-2.
Table 7-1: Traffic Generation by Proposed Development (Weekday)
Land Use Extent Weekday AM Peak** PM Peak**
Generation Rate Trip Gen External Reduction***
trip
IN OUT IN OUT
Accommodation 175 Room 0.4 vph/bedroom 70 70 35 35 35 35
12 Villa 0.4 vph/villa 5 5 2 2 2 2
3 PWD Room 0.4 vph/room 1 1 1 1 1 1
15 Suite 0.4 vph/suite 6 6 3 3 3 3
Retail (Shops) 994 m² GFA 6.15* vph/100m² GFA 61 25% 15 9 6 6 9
Restaurant 1,715 m² GFA 5 vph/100m² GFA 86 60% 51 - - 31 21
Hotel function 1,017 m² GFA 5 vph/100m² GFA 51 90% 46 - - 27 18
Total 280 194 50 47 105 89
Note: *Assumed 50% traffic would be generated during weekday AM and PM peak for retail.
**AM split: Hotel 50% IN/50% OUT, Retail – 60% IN / 40% OUT, Restaurant and Hotel Function – not operational.
**PM split: Hotel 50% IN/50% OUT, Retail– 40% IN / 60% OUT, Restaurant – 60% IN / 40% OUT and Hotel Function – 60%
IN / 40% OUT.
***Reduction – Based on the external trip.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 20
Reference: 22BRT022 RP01_1
Page 22
Table 7-2: Traffic Generation by Proposed Development (Weekend)
Land Use Extent Weekend PM Peak**
Generation Rate Trip Gen External Reduction***
trip
IN OUT
Hotel 175 Room 0.4 vph/bedroom 70 70 35 35
12 Villa 0.65 vph/villa 8 8 4 4
3 PWD Room 0.65 vph/room 2 2 1 1
15 Suite 0.65 vph/suite 10 10 5 5
Retail (Shops) 994 m² GFA 16.3 vph/100m² GFA 162 25% 41 16 24
Restaurant 1,715 m² GFA 5 vph/100m² GFA 86 60% 51 31 21
Hotel function 1,017 m² GFA 5 vph/100m² GFA 51 90% 46 27 18
Total 388 227 119 108
Note: *AM split: Hotel 50% IN/50% OUT, Retail – 60% IN / 40% OUT, Restaurant and Hotel Function – not operational
**PM split: Hotel 50% IN/50% OUT, Retail – 40% IN / 60% OUT, Restaurant – 60% IN / 40% OUT and Hotel Function – 60%
IN / 40% OUT
***Reduction – Based on the external trip
7.2.2 Traffic Distribution
The distribution of development generation traffic by the proposed development is based on the traffic
survey and illustrated in .
Figure 7-1: Traffic Distribution
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 21
Reference: 22BRT022 RP01_1
Page 23
Based on the above distribution the traffic generated by the proposed development peak hour period is
shown in Figure 7-2 below.
Katharina Street
TRAFFIC NETWORK DIAGRAM
Traffic Generation
ALL VEHICLES Serenity Close
Banksia Avenue
Legend:
Weekday AM Peak*
Weekday PM Peak*
Weekend PM Peak*
107 89 47
DEVELOPMENT SITE 0 0 0
0
0 51 106 120
0
Coral Tree Avenue
Grant Road
0 60 53 26 32 37 37
0 0 0 0 27 31 31
60 53 26 0 14 16 16
Noosa Drive
13 13 26 30
14 27 32 26
30
Sunshine Beach Road
Figure 7-2: Traffic Generation (vph)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 22
Reference: 22BRT022 RP01_1
Page 24
8 Future Transport Demands
8.1 Assessment Years and Traffic Growth
To estimate the future traffic volume for the 2024 and 2034 scenarios, the annual growth rate for the
Council has been determined based on the following:
• The forecasted population volume set out in Section 4.2 of Noosa Shire Economic Development Strategy
2021-2030. For Noosa, the population growth between 2020 and 2041 is projected to be 0.8%.
• The existing and projected demand for the transport network set out in Table SC3.1.7 of Council’s LGIP
Planning Assumptions Tables.
• For the Coastal Area (Noosa Heads), the existing and projected transport demand vehicle per day (vpd)
data between 2021 (331,603) and 2031 (369,091) is projected to be 1.08%.
For conservativeness, an annual growth rate of 1.2% has been adopted, which accounts for the future
development and is considered on higher end, given this level of growth over a 12-year period would result
in significant improvements / changes to the transport network, noting additional road connections, allowing
for additional dispersion of existing traffic volumes.
As such, while the overall traffic may increase by 1.2% per annum, the traffic growth on an individual road
segment is expected to be less than this as traffic disperses onto the ultimate road network.
TTM has identified three assessment periods for the road network as follows:
Current Traffic Scenario
This scenario includes the 2022 traffic volumes modelled over the existing road network. This analysis has
been performed for both the AM and PM Peaks.
Opening Year (2024) Traffic Scenario
This analysis incorporates a 1.2% per annum increase in the background traffic volume for a period of 2 years
from the most recent survey. For the base case scenario, the existing road network has been analysed.
Design Horizon (2034) Traffic Scenario
This analysis incorporates a 1.2% per annum increase in the background traffic volume for a period of 12
years (10 years past opening year).
Based on the development transport demand estimates (Section 8), traffic network diagrams have been
prepared showing traffic movements on the roads/intersections surrounding the development site for each
of the above scenario’s future year cases.
These network diagrams are included in Appendix D, with the respective diagrams identified as follows:
• Traffic Network Diagrams 1: 2022 Survey Traffic Volumes
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 23
Reference: 22BRT022 RP01_1
Page 25
• Traffic Network Diagrams 2: 2024 Base Case Traffic Volumes
- This has been calculated by applying annual growth to survey volumes (as per Diagram 1).
• Traffic Network Diagrams 3: 2034 Base Case Traffic Volumes
- This has been calculated by applying annual growth to survey volumes (as per Diagram 1).
• Traffic Network Diagram 4: 2024 Base + Development Traffic Volumes
- This has been calculated by adding volumes in Diagrams 2 and traffic generation together.
• Traffic Network Diagram 5: 2034 Base + Development Traffic Volumes
- This has been calculated by adding volumes in Diagrams 3 and traffic generation together.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 24
Reference: 22BRT022 RP01_1
Page 26
9 Traffic Impact Assessment TTM has assessed the performance of the following intersections to confirm the impact of the proposed development on the external road network utilising Sidra analysis software (version 9). 1. Noosa Drive / Coral Tree Avenue Roundabout 2. Noosa Drive / Sunshine Beach Road Roundabout 3. Grant Street / Banksia Avenue Roundabout 9.1 Analysis of Noosa Drive / Coral Tree Avenue Figure 9-1 shows the configuration of the Noosa Drive / Coral Tree Avenue roundabout adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis. Figure 9-1: Noosa Drive / Coral Tree Avenue SIDRA Layout 9.1.1 Analysis Results The results of the SIDRA analysis for the 2022 Existing, 2024 and 2034 Base and Base + Development scenarios (both weekdays and weekends) are summarised in Table 9-1. Detailed SIDRA output data is also included in Appendix E. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 25 Reference: 22BRT022 RP01_1
Page 27
Table 9-1: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Movement Overall Worst Noosa Drive Coral Tree Noosa Dr
Movement (E) Ave (N) (W)
Weekday - AM Peak Hour
2022 Survey 32.1% 5.1 sec 13.7 sec A B 18.1m 1.8m 17.5m
(U-turn Noosa Dr W)
2024 Base 32.9% 5.2 sec 13.7 sec A B 18.8m 1.9m 18.1m
(U-turn Noosa Dr W)
2034 Base 37.5% 5.2 sec 14.0 sec A B 22.4m 2.3m 21.7m
(U-turn Noosa Dr W)
2024 Base + 34.8% 5.1 sec 13.7 sec A B 19.7m 2.0m 19.6m
Development (U-turn Noosa Dr W)
2034 Base + 39.4% 5.2 sec 14.0 sec A B 23.4m 2.4m 23.3m
Development (U-turn Noosa Dr W)
Weekday - PM Peak Hour
2022 Survey 41.8% 5.1 sec 12.0 sec A B 29.1m 1.0m 17.7m
(U-turn Noosa Dr W)
2024 Base 42.7% 5.1 sec 12.1 sec A B 30.2m 1.1m 18.3m
(U-turn Noosa Dr W)
2034 Base 48.3% 5.2 sec 12.4 sec A B 37.6m 1.4m 22.1m
(RT Coral Tree Ave N)
2024 Base + 44.3% 5.1 sec 12.2 sec A B 32.4m 1.1m 21.4m
Development (RT Coral Tree Ave)
2034 Base + 49.9% 5.2 sec 12.8 sec A B 40.1m 1.5m 25.6m
Development (RT Coral Tree Ave N)
Weekend – PM Peak
2022 Survey 39.8% 4.9 sec 12.4 sec A B 22.3m 1.2m 22.7m
(RT Coral Tree Ave N)
2024 Base 40.8% 5.0 sec 12.5 sec A B 23.1m 1.2m 23.5m
(RT Coral Tree Ave N)
2034 Base 46.6% 5.1 sec 13.3 sec A B 28.0m 1.5m 28.8m
(RT Coral Tree Ave N)
2024 Base + 45.1% 4.9 sec 13.1 sec A B 25.2m 1.3m 27.5m
Development (RT Coral Tree Ave N)
2034 Base + 51.0% 5.1 sec 13.9 sec A B 30.5m 1.7m 33.4m
Development (RT Coral Tree Ave N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
N – North, S – South, E – East, W – West
9.1.2 Analysis Conclusions
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year,
with development traffic included, with a worst-case DOS 51.0% (less than 85.0%, operational capacity of
roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and at most an increase in queuing of
5m (equivalent to 1 vehicle).
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 26
Reference: 22BRT022 RP01_1
Page 28
Based on this assessment, the proposed development is considered to have no adverse impact on the operations of this roundabout. 9.2 Analysis of Grant Street / Noosa Drive / Sunshine Beach Road Figure 9-2 shows the configuration of the Grant Street / Noosa Drive / Sunshine Beach Road adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis. Figure 9-2: Grant Street / Noosa Drive / Sunshine Beach Road SIDRA Layout 9.2.1 Analysis Results The results of the SIDRA analysis for the 2022 Existing, 2024 and 2034 Base and Base + Development scenarios (both weekdays and weekends) are summarised in Table 9-2. Detailed SIDRA output data is also included in Appendix E. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 27 Reference: 22BRT022 RP01_1
Page 29
Table 9-2: Summary of Sidra Outputs (Grant Street / Noosa Drive / Sunshine Beach Road Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Overall Worst Sunshine Noosa Dr Grant St Noosa Dr
Movement Movement Beach Rd (S) (E) (N) (W)
Weekday - AM Peak Hour
2022 Survey 30.3% 8.6 sec 18.3 sec A B 15.8m 11.5m 5.7m 12.0m
(RT Grant St
N)
2024 Base 31.2% 8.7 sec 18.6 sec A B 16.4m 12.0m 6.1m 12.5m
(UT Grant St
N)
2034 Base 36.5% 9.2 sec 20.8 sec A C 20.2m 14.7m 8.1m 15.6m
(UT Grant St
N)
2024 Base + 31.9% 9.0 sec 19.0 sec A B 16.9m 12.4m 10.4m 13.2m
Development (UT Grant St
N)
2034 Base + 37.5% 9.6 sec 21.2 sec A C 20.9m 15.3m 13.3m 16.3m
Development (UT Grant St
N)
Weekday - PM Peak Hour
2022 Survey 40.2% 9.0 sec 20.3 sec A C 19.9m 23.8m 5.6m 15.3m
(UT Grant St
N)
2024 Base 41.7% 9.1 sec 20.8 sec A C 20.8m 24.9m 6.1m 16.0m
(UT Grant St
N)
2034 Base 49.8% 9.9 sec 24.2 sec A C 26.7m 32.2m 8.5m 20.2m
(UT Grant St
N)
2024 Base + 46.5% 9.9 sec 21.7 sec A C 22.5m 27.0m 16.3m 19.4m
Development (UT Grant St
N)
2034 Base + 55.7% 11.3 sec 26.8 sec A C 29.2m 39.3m 22.7m 24.6m
Development (UT Grant St
N)
Weekend – PM Peak
2022 Survey 31.6% 8.1 sec 19.3 sec A B 16.8m 16.9m 3.1m 13.7m
(UT Grant St
N)
2024 Base 32.6% 8.2 sec 19.7 sec A B 17.4m 17.6m 3.2m 14.3m
(UT Grant St
N)
2034 Base 38.2% 8.7 sec 22.6 sec A C 21.5m 21.6m 4.7m 17.8m
(UT Grant St
N)
2024 Base + 35.0% 9.0 sec 20.8 sec A C 18.8m 16.5m 14.6m 19.0m
Development (UT Grant St
N)
2034 Base + 40.7% 9.6 sec 23.9 sec A C 23.3m 23.0m 18.5m 23.2m
Development (UT Grant St
N)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 28
Reference: 22BRT022 RP01_1
Page 30
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement N – North, S – South, E – East, W - West 9.2.2 Analysis Conclusions The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year, with development traffic included, with a worst-case DOS 55.7% (less than 85.0%, operational capacity of roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key operational metrics, with minor change to average intersection delay and at most an increase in queuing of 12m (equivalent to 2 vehicles). Based on this assessment, the proposed development is considered to have no adverse impact on the operations of this roundabout. 9.3 Analysis of Grant Street / Banksia Avenue Outlined in Section 5, the access to the development will be achieved with the addition of a fourth leg to the existing Grant Street / Banksia Avenue roundabout. The Sidra layout identified for this intersection is shown in Figure 9-3. This layout is based on the concept intersection documented in TTM Drawing 22BRT0122-01, Revision B, included in Appendix B. Figure 9-3: Grant Street / Banksia Avenue SIDRA Layout Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 29 Reference: 22BRT022 RP01_1
Page 31
9.3.1 Analysis Results
The results of the SIDRA analysis for the 2034 Base + Development scenarios (both weekdays and weekends)
are summarised in Table 9-3. Detailed SIDRA output data is also included in Appendix E.
Table 9-3: Summary of Sidra Outputs (Grant Street / Banksia Avenue Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Overall Worst Banksia Grant Banksia Site
Movement Movement Ave (S) Street (E) Ave (N) Access
(W)
Weekday - AM Peak Hour
2024 Base + 7.0% 5.4 sec 9.2 sec A A 0.1m 3.0m 2.3m 1.7m
Development (UT Banksia
Ave N)
2034 Base + 7.4% 5.5 sec 9.2 sec A A 0.1m 3.1m 2.6m 1.7m
Development (UT Banksia
Ave N)
Weekday - PM Peak Hour
2024 Base + 11.3% 5.2 sec 9.5 sec A A 0.1m 5.1m 1.8m 3.3m
Development (UT Banksia
Ave N)
2034 Base + 11.8% 5.3 sec 9.6 sec A A 0.1m 5.4m 2.1m 3.3m
Development (UT Banksia
Ave N)
Weekend – PM Peak
2024 Base + 11.9% 5.1 sec 9.7 sec A A 0.1m 5.4m 2.3m 3.9m
Development (UT Banksia
Ave N)
2034 Base + 12.3% 5.2 sec 9.7 sec A A 0.1m 5.6m 2.6m 4.0m
Development (UT Banksia
Ave N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
N – North, S – South, E – East, W – West
9.3.2 Analysis Conclusions
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year,
with development traffic included, with a worst-case DOS 12.3% (less than 85.0%, operational capacity of
roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and queuing.
Based on this assessment, the proposed development is considered to have no adverse impact on the
operations of this roundabout.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 30
Reference: 22BRT022 RP01_1
Page 32
10 Active Transport
10.1 Pedestrian Access
Formal pedestrian footpath is provided along both Banksia Avenue and Serenity Close providing connections
to the surrounding area.
10.2 Cyclist Requirement
To assess the required number of bicycle parking for the development, TTM has referred to the Council
requirements for bicycles. Table 9.4.1.4 identify the bicycle requirements for the following use:
• Accommodation activity One space per two dwellings
• Business/Community/Entertainment activity One space per 100m² up to 500m²; and
One space per 500m² in access of 500m².
Based on the above, the Council’s bicycle requirement is 124 bicycle spaces and the development provide
156 bicycle spaces which complies/or exceeds Council’s requirement.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 31
Reference: 22BRT022 RP01_1
Page 33
11 Summary and Conclusions 11.1 Access design and Loation The proposed access arrangements, with the car park and set down facility access integrated with the existing roundabout at the intersection of Grant Street / Banksia Street and the service vehicle access location off the cul-de-sac at the end of Serenity Close, are considered acceptable for the proposed development. 11.2 Car Parking Arrangements The proposed parking supply for the 237 parking spaces is considered appropriate considering the proposed use, the temporal parking demands associated with the proposed, the extent of “internal use” and proximity to public transport infrastructure, 11.3 Impact on Surrounding Road Network Assessment of the proposed development indicates that the development will not have a significant impact on the future road network. As such, no further mitigating road works are required. 11.4 Service Vehicle Arrangements Servicing for this development will be facilitated in the designated loading area on the level 1, accessed off Serenity Close. Service vehicles demands for the various uses of the site will be managed in a way to share the use of the loading area,. The largest design vehicle, a 10.7m LRV, can manoeuvre on site in order to enter and exit in a forward gear. Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the proposed development. 11.5 Active Transport Facilities The current public transport infrastructure and proposed site provisions for pedestrian/bicycle facilities is considered adequate for the development. 11.6 Conclusion Based on the assessment contained within this report, TTM see no traffic engineering reason why the relevant approvals should not be granted. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 32 Reference: 22BRT022 RP01_1
Page 34
Appendix A Proposed Site Plan Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 33 Reference: 22BRT022 RP01_1
Page 35
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© COPYRIGHT RICHARDS AND SPENCE PTY LTD CALILE MALOUF Cad File: Scale: Project No:
F [cuent REVIEW AS [2 .07.22 | | | | 4:400 { 2100004
ANY FORM OF REPRODUCTION OF THIS DRAWING | NVESTM E NTS . @A
IN FULL OR PART WITHOUT THE WRITTEN G | COORDINATION AS | 28.07.22 | | | | Drawing Number: Revision:
PERMISSION OF RICHARDS AND SPENCE PTY LTD
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT
H [CLIENT REVIEW AS [0408.22 | | | | SD-A-01-03-G_LEVEL 04 |M
$:\2100002_Jonson St - South\200 - Documentation\210 - Revit\CAD\Reference Files\A1 BASE_210002.dgn
Page 39
OVER FUNCTION RICHARDS+SPENCE 24 COWLISHAW STREET BOWEN HILLS BRISBANE QLD 4006 T: 617 3257 0077 [email protected] CHECK ALL DIMENSIONS ON SITE BEFORE FABRICATION OR SET-OUT © COPYRIGHT RICHARDS AND SPENCE PTY LTD ANY FORM OF REPRODUCTION OF THIS DRAWING IN FULL OR PART WITHOUT THE WRITTEN PERMISSION OF RICHARDS AND SPENCE PTY LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT Description Rev Date ley Description Rev Date ley Rev Description A [COORDINATION AS [27.05.22 | [ENT REVIEW AS | 11.08.22 B [COORDINATION AS [05-07-22 J [AREA CHECK AS | 16.08.22 | 14 c [sive COVER REDUCED AS [11.07.22 K | CONSULTANT COORDINATION AS | 19.08.22 [| D [cuent REVIEW AS [20.07.22 L [SOORDINATION AS [04.10.22 [| E [cueNt REVIEW AS [2 .07.22 [| [| [| F [COORDINATION AS [28.07.22 [| [| [| G [SuENT REVIEW AS [0408.22 [| [| [| H [PEER REVIEW AS [0808.22 [| [| [| Keyplan Northpoint Document Control Status Project Drawing Title OOLAMIEADS GENERAL ARRANGEMENT PLAN LEVEL 05 [ Drawn: AS [Date 02.07.21 [Proi Director: AS [Date Original Scale at A1: Client | Proj. Architect: AS | Date: | Co-ordinated: | Date: CAL | LE MALOU F Cad File: Scale: Project No: INVESTMENTS Drawing Number: 1anne@a bina SD-A-01-03-G_LEVEL 05 | L $:\2100002_Jonson St - South\200 - Documentation\210 - Revit\CAD\Reference Files\A1 BASE_210002.dgn
Page 40
VILLA 14
VILLA 15
RL 28.250 a
. oaRK,
ang] CART
rane
i
RICHARDS+SPENCE
24 COWLISHAW STREET
BOWEN HILLS
BRISBANE QLD 4006
T: 617 3257 0077
[email protected]
CHECK ALL DIMENSIONS ON SITE
BEFORE FABRICATION OR SET-OUT
© COPYRIGHT RICHARDS AND SPENCE PTY LTD
ANY FORM OF REPRODUCTION OF THIS DRAWING
IN FULL OR PART WITHOUT THE WRITTEN
PERMISSION OF RICHARDS AND SPENCE PTY LTD
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT
Description
Rev
Date
ley
Description
Rev
Date
ley
Rev
Description
A [COORDINATION
AS [27.05.22
| [ENT REVIEW
AS | 11.08.22
B [COORDINATION
AS [05-07-22
J [AREA CHECK
AS | 16.08.22
| 14
c [sive COVER REDUCED
AS [11.07.22
K | CONSULTANT COORDINATION
AS | 19.08.22
[|
D [cuent REVIEW
AS [20.07.22
L [COORDINATION
AS [04.10.22
[|
E [cueNt REVIEW
AS [2 .07.22
[|
[|
[|
F [COORDINATION
AS [28.07.22
[|
[|
[|
G [SuENT REVIEW
AS [0408.22
[|
[|
[|
H [PEER REVIEW
AS [0808.22
[|
[|
[|
Keyplan
Northpoint
Document Control Status Project Drawing Title
OOLAMIEADS GENERAL ARRANGEMENT PLAN
LEVEL 06
[ Drawn: AS [Date 02.07.21 [Proi Director: AS [Date
Original Scale at A1: Client | Proj. Architect: AS | Date: | Co-ordinated: | Date:
CAL | LE MALOU F Cad File: Scale: Project No:
INVESTMENTS Drawing Number: 1anne@a bina
SD-A-01-03-G_LEVEL 06 |L
$:\2100002_Jonson St - South\200 - Documentation\210 - Revit\CAD\Reference Files\A1 BASE_210002.dgn
Page 41
Appendix B Traffic Survey Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 34 Reference: 22BRT022 RP01_1
Page 42
Coral Tree Ave bo Je Intersection Totals zi TWinule [15 Minute | 15 Winute Fou Time Time Time Time (15 min) | Total Vehicles | Light Vehcies | Heavy Vehices | Time (Hr) | Total Vehicles 06:30 - 0548 06:30 - 05:48 06:30 - 06:45 0 06:30-06:45 [m= 49 47 2 06:30-07:30 | 287 06:48 - 07:00 06:48 - 07:00 06:45 - 07:00 a 06:45 -07:00 [== 64 60 4 0645-07.45 | 935 07:00-07:15 07:00-07:15 07:00-07:15 a 07:00- 07:15 |= 62 80 2 07:00- 0800 | _370 07:18 -07:20 07:18 -07:20 07:18 -07:20 a 07:15 - 07:30 [mam 92 e4 8 07:15-08:15 | 403, 07:30 07:45 07:30 07:45 07:30 07:45 a 0730-0745 |= 97 90 7 07:30-08:30 | 464 07:45 - 08:00 07:45 - 08:00 07:48 - 08:00 0 07:45- 08.00 |= 99 98 1 0745-0845 | 509 5 = - 08:00- 08:15 |= 15 412 3 08:00- 0900] 613. 08:15 08:20 0 0 | [08:18 08:30 08:15 - 08:20 0 0 08:15 -06:30 | =a 146 7 08:15-09:15 | 705 5 = - 08:30- 08:45 |= 42 137 5 08:30- 09:30 | __772 08:45 - 09:00 08:45 - 09:00 08:45 - 09:00 08:45 - 09:00 194 9 08:45 -09:45 | 849 09:00- 09:15 |=ameor 200 7 09:00- 10:00 | 697 09:16 -09:30 218 2 09:15- 10:15 | 690 AMTOTAL | 1993 1916 7 ‘AM TOTAL na ‘ANI Peak ‘ANI Peak ‘ANI Peak ‘AN Peak 297 268 29 ‘AM Peak nla 75:00 - 15:15 75:00 - 15:15 75:00 - 15:15 75:00- 15:18 260 3 7600- 16:00 | 1064 15:15- 1520 |—eo—= 29 4 45:8-16:15 [1113 15:30- 15:45 241 7 1530-1630 | 1076 15:45 - 16.00 |[—Po0== 259 1 55-1645 | 1086 16:00- 16:15 308 4 1600-1700 | 1098, 1615-1620 | 4 16:15 - 16:30 16:15 - 16:30 0 1615-1630 |_—2e—= 256 ° 16:15-17:15 | 1035, 1630-1645 | 2 16:30 - 16:45 16:30 - 16:45 0 16:30 16:45 253 5 1630-1730 | 1000 1645-17-00 | 5 16:45 - 17:00 16:45 - 17:00 1 11645 - 17:00 an 1 165-1745 | 953 a7.00- 17:15 [1 97.00 17:15 17:00 -17:15 a 17.00- 17:15 246 3 17.00- 18:00 | 876 4715-1730 | 3 97:98 -17:30 17:95 - 17:30 0 17:15 17:30 | =moo 221 ° 1715. 16:15 | _ 627 5 0 5 5 0 1730-1745 |_=amewe 209 2 4730-1830 | 406 1745 18:00 | 5 1745 16:00 | 62 17:45 - 18:00 9 1745 16:00 [=e 192 3 1745-1645 |__ 195 PM TOTAL | 34 PM TOTAL PM TOTAL 1 PMTOTAL | 3038 3005 33 PM TOTAL nla PM Peak: | 10 PM Peak | 548 PM Peak a PM Peak: 1113 1097 16 PM Peak: nla
Page 43
‘Sunshine Beach Ra Tatersection Total
Page 44
Time (06:30 - 06:45 (06:45 - 07:00 (07:00 - 07:15 07:15 - 07:30 (07:30 - 07:45 (07:45 - 08:00 (08:15 - 08:30 16:00 - 16:15 16:15 - 16:30 16:30 - 16:45 16:45 - 17:00 17:00 - 17:15 17:18 - 17:30 17:45 - 18:00 PM TOTAL PM Peak: 43 Banksia Ave Time (06:30 - 06:45 (06:45 - 07:00 (07:00 - 07:15 (07:15 - 07:30 07:30 - 07:45 (07:45 - 08:00 (08:15 - 08:30 16:00 - 16:15 16:15 - 16:30 16:30 - 16:45 16:45 - 17:00 17:00 - 17:15 17:18 - 17:30 17:45 - 18:00 PM TOTAL PM Peak: Banksia Ave Time (06:30 - 06:45 (06:45 - 07:00 (07:00 - 07:15 (07:15 - 07:30 07:30 - 07:45 (07:45 - 08:00 (08:15 - 08:30 16:00 - 16:15 16:15 - 16:30 16:30 - 16:45 16:45 - 17:00 17:00 - 17:15 17:18 - 17:30 17:45 - 18:00 PM TOTAL PM Peak: Grant St ie Intersection Totals Te Minute] _1Minute | __15 Minute Hourly Time (15 min) | Total Vehicles | Light Vehicles | Heavy Vehicles | Time (Hr) _| Total Vehicles 06:30 - 06:45 | =—t7 16 1 06:30 - 07:30 53 (06:45 - 07:00 [== 11 "1 oO (06:45 - 07:45 58 07:00- 07:15 |_——7 15 2 (07:00 - 08:00 60 07:15-07:30 [m= 8 8 o 07:15 - 08:15 64 07:30- 07:45 |_=——Pe 2 1 07:30 - 08:30 80, 07:45 - 08:00 |= 13 12 1 07:45 - 08:45 79 08:00- 08:15 >on 20 1 (08:00 - 09:00 92. (08:15 - 08:30 23 1 (08:15 - 09:15 98 08:30- 08:45 |_>mot 2 0 (08:30 - 09:30 110 (08:45 - 09:00 26 oO (08:45 - 09:45 89 09:00- 09:15 |_>woram 27 0 (09:00 - 10:00 63 (09:15 - 09:30 36 oO 09:15 10:15 36 ‘AM TOTAL 243 236 7 ‘AM TOTAL. la ‘AM Peak 110 110 oO ‘AM Peak nla 15:00 - 15:15 26 oO 16:00 - 16:00 107 55-5.) —=—— 28 1 15:15 - 16:15 401 15:30 - 15:45 23 1 15:30 - 16:30 99 15-45-1600 |_ —=2e=—= 28 oO 15:45 - 16:45 99 16:00-16:15 | =O 20 oO 16:00 - 17:00 99 16:15 - 16:20 | —=2P= 27 oO 16:15 -17:15 4100 16:30 - 16:45 22 2 16:30 - 17:30 93 16:45 - 17:00 28 0 16:45 -17:45 96 17:00-17:15 | oe 2 oO 17:00 - 18:00 90 17:15-17:20 | ——20 20 oO 17:15 - 18:15 69 1720-1745 _—=o 27 0 17:30 - 18:30 49 17-45 - 18:00 22 oO 17:45 - 18:45 22 PM TOTAL 296 292 4 PM TOTAL nla PM Peak: 107 105 2 PM Peak: nla
Page 45
Time 10:00 - 10:15 10:15 - 10:30 10:20 - 10:45 10:45 - 11:00 11:00 - 11:15 11:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 Coral Tree Ave Time 10:00 - 10:15 10:15 - 10:30 10:20 - 10:45 10:45 - 11:00 11:00 - 11:15 11:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 TOTAL Peak Hr 1793: 449 Time 10:00 - 10:15 10:15 - 10:30 10:30 - 10:45 10:45 - 11:00 11:00 - 11:15 14:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 aol! bo Je Intersection Totals T5Mnute | 15 Winule_| 15 Minute Four Time (15 min) | Total Vehicles | Light Vehicies | Heavy Vericks | Time (Hr) | Total Vehicles 10:00 = 10:15. 249 2 0:00-1:00] 981 10:16 - 10:30 238 2 0:15-1:15 | 1008 10:30 10:45 248 5 10:30- 11:30 | 1043 10:45 - 11:00 236 1 10:45 - 11:45 | 1055 1:00-1:15 274 4 11:00- 12:00 | 1034 1415 -11:30 274 1 145-12:15 | 1041 1130-1145 261 4 1130- 12:30 | 1049 a5 - 12:00 213 3 thas 12.45 | 1033 12:00 12:15 279 6 12:00- 13:00 | 1074 12:6. 12:30 283 ° 725-13:15 | 1053 12330-1245 247 2 42:30-13:30 | __ 1030 12:45 - 13:00 257 0 1245-1345 | 1054 7300-1315 |_—o— 260 4 13:00 - 14:00 | 1095 315-13:30 259 1 Tas-14:15 | 631 1330-1345 |_—<ore— | 269 4 13:30. 14:30 |_ 571 1:45 - 14:00 295 3 1345-1445 |__ 298 TOTAL 4184 4142 az TOTAL na Peak He 1095 1083 2 Peak He nla
Page 46
‘Sunshine Beach Ra Tatersection Total
Page 47
Time 70:00 - 10:15 14:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 13:15 - 13:30 13:90 - 13:45 13:45 - 14:00 TOTAL Peak Hr Banksia Ave Time 10:00 - 10:15 14:18 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 13:18 - 13:30 13:90 - 13:45 13:45 - 14:00 TOTAL Peak Hr Banksia Ave Time 10:00 - 10:15 14:18 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 13:18 - 13:30 13:90 - 13:45 13:45 - 14:00 TOTAL Peak Hr Grant St ie Intersection Totals TSwinute | 76 Minuie | 15 Minute Four Time (15 min) | Total Vehicies | Light Vericies | Heavy Vehicles | Time (Hr) | Total Vehicles 10:00 - 10:16 29 0 Fo:00- 11:00} 108 10:15-10:30 | —=Pr 27 o 70:15 -11:15 [112 10:30 10:45 23 2 10:30- 11:30 | 104 10:45-11:00 |_——Pr 27 ° 10:45 11:45 99 11:00- 11:16 33 0 11:00 - 12:00 90 1115-110 Ve 19 0 11:15 - 12:16 67 7130-1145 [eo 20 ° 17:30 12:30 at 1145-12.00 |_—re 18 0 145 = 12:45 a6 1200-1215 [mm 10 10 o 12:00 - 13:00 98 12:15 - 12:30 32 1 12:15- 13:15 [107 1200-125 eo 25 0 12:30 - 13:30 93 12:45 - 13:00 30 0 1245- 13:45, 38 13:00-13:15 |_—t? 18 1 13:00 - 14:00 78 73:15-130 19 0 13:15 - 14:16 59 1330-1345 |_—20 20 0 13:30- 14:30 40 13:45 -14:00 | =—e7 20 0 Tad5 = 14:45, 20 TOTAL 374 3704 TOTAL nla Peak Hr 112 110 | Peak Hr nla
Page 48
Appendix C Service Vehicle Swept Paths Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 35 Reference: 22BRT022 RP01_1
Page 49
V
LR
20
1:
P
AM
R
R
ER
O
5. 8m
ER AT
ET
7
AT ER
M
EN
G
8
W
1:
ER
P
TT R
AM
U LE
SH OL
R
20
R
S)
1:
P
ES
AM
P M
R
TY OO
C
CK AY
AC
R
8
DO W
1:
P M
P
G IVE
)
14.5m
AM
TY OO
BLE (
R
IN DR
R
O B12
VOLV
P M
TY OO
AD
R
O
P M
TY OO
(L
D
R
AN
VOLVO
TY M
T
O
P
LRV BCC
B12 BLE
RO
EN
TING
EXIS
EM
(14.5m) TR E
TY M
E
O
P
AG
O
R
AN
PMT
M
TAL
M EN
ON
ING
H
EXIST
VIR
PMT TREE
EN
20
COACH ENTRY COACH LOADING / PASSING LRV
1:
P
AM
R
8
1:
P
)
AM
14.5m
BLE (
R
O B12
VOLV
14.5
PRELIMINARY
PMT ADVICE ONLY
7 October 2022
2.79 7 1.4
VOLVO B12 BLE (14.5m)
Overall Length 14.500m
Overall Width 2.500m
Overall Body Height 3.311m
H
Min Body Ground Clearance 0.337m
Track Width 2.500m
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 10.430m
Body Clearance 0.300m
COACH EXIT
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 2.5 5 7.5 10 12.5m
T TM CONSULTING PTY LTD 22BRT0122 - 3-7 SERENITY CLOSE, NOOSA HEADS 22BRT0122 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:250 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE, QLD, 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE, QLD, 4003 VEHICLE SWEPT PATH ANALYSIS 22BRT0122-01 A
T: (07) 3327 9500 F: (07) 3327 9501 COACH DROP OFF/TURNAROUND DATE SHEET
CALILE MALOUF
A 07-10-22 ORIGINAL ISSUE RL NR BC
INVESTMENTS PTY LTD
E: [email protected] W: www.ttmgroup.com.au 07 Oct 2022 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 50
PRELIMINARY
ADVICE ONLY
R 7 October 2022
L
11
.7
50
BIN
N
STORE
VA
N
BIN
VA
STORE
N
VA
V
SR
V
SR
V
R
V
M
R
V
M
V
LR
SR
V
LR
V
R
M
V
LR
R
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O
ER AT
ET
R
ER
O
AT ER
M
ER AT
ET
EN
AT R
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W NE
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E
W
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ER
EN
U L
TT ER SH OL
G
U
W
L R
20
SH OL
1:
R
20
M
P
ER
AM
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1:
TT R
P M
RO
P
R
U LE
TY OO
AM
H
P M
S OL
R
R
TY OO
R
20
8
1:
1:
R
P M
P
P
8
AM
1:
AM
TY OO
P M
P M
P
R
R
M
R
TY OO
TY OO
ehicle RA
R
R
P M
:8
TY OO
1
P M
P M
icle P
igid V
gid Veh RAM
R
TY OO
TY OO
ium R
- Med
R
R
CC
P M
LRV B
MRV
TY OO
P M
P M
mal Ri
R
TY OO
TY OO
ND
SRV - S
R
R
TY M
O
TA
P
RO
TY M
P M
O
TY OO
P
RO
EN
ND
TING
R
EXIS
TY M
EM
O
TA
P
TREE
TY M
RO
TY M
O
O
P
P
AG
RO
EN
O
ING
R
EXIST PMT
AN
EM
M
SRV LOADING BAY MRV LOADING BAY LRV LOADING BAY
O
M
AG
RO
AL
REVERSE MANOUEVRE REVERSE MANOUEVRE REVERSE MANOUEVRE
AN
NT
LM
ME
6.4 8.8
10.7
TA
ON
N
VIR
ME
ON
EN
VIR
EN
1.05 3.8 1.5 5
1.4 5.6 1.4
SRV - Small Rigid Vehicle MRV - Medium Rigid Vehicle
Overall Length 6.400m LRV BCC
Overall Length 8.800m Overall Length 10.700m
Overall Width 2.330m Overall Width 2.500m
Overall Body Height 3.500m Overall Width 2.450m
Overall Body Height 3.633m Overall Body Height 3.623m
Min Body Ground Clearance 0.398m Min Body Ground Clearance 0.428m
Track Width 2.330m Min Body Ground Clearance 0.419m
Track Width 2.500m Track Width 2.450m
Lock-to-lock time 4.00s Lock-to-lock time 4.00s
Curb to Curb Turning Radius 7.100m Lock-to-lock time 4.00s
Curb to Curb Turning Radius 10.000m Curb to Curb Turning Radius 11.000m
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 4 8 12 16 20m
T TM CONSULTING PTY LTD 22BRT0122 - 3-7 SERENITY CLOSE, NOOSA HEADS 22BRT0122 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:400 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE, QLD, 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE, QLD, 4003 VEHICLE SWEPT PATH ANALYSIS 22BRT0122-02 A
T: (07) 3327 9500 F: (07) 3327 9501 LOADING BAYS DATE SHEET
CALILE MALOUF
A 07-10-22 ORIGINAL ISSUE RL NR BC
INVESTMENTS PTY LTD
E: [email protected] W: www.ttmgroup.com.au 07 Oct 2022 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 51
EXISTING ROUNDABOUT
MODIFIED
E
SERVIC
LIFT
N
TATIO
PAY S
TING
N
TATIO
PAY S
ETX SE
RIE
R1.5
59EE
T2R R2
.5
B99
R9.5
6.5m
B99
RI E
S E
T ING
ETX
7E
T2R 3E
5.2 B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance 0.272m
Track Width 1.840m
0.95 3.05
Lock-to-lock time
Curb to Curb Turning Radius
4.00s
6.250m
PRELIMINARY
Design Speed Forward 5.0km/h
Clearance Envelope 0.300m ADVICE ONLY
07 October 2022
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 2.5 5 7.5 10 12.5m
T TM CONSULTING PTY LTD 22BRT0122 - 3-7 SERENITY CLOSE, NOOSA HEADS 22BRT0122 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:250 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE, QLD, 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE, QLD, 4003 VEHICLE SWEPT PATH ANALYSIS 22BRT0122-03 A
T: (07) 3327 9500 F: (07) 3327 9501 MODIFIED ROUNDABOUT DATE SHEET
CALILE MALOUF
A 07-10-22 ORIGINAL ISSUE RL NR BC
INVESTMENTS PTY LTD
E: [email protected] W: www.ttmgroup.com.au 07 Oct 2022 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 52
Appendix D Network Volume Diagrams Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 36 Reference: 22BRT022 RP01_1
Page 53
TRAFFIC NETWORK DIAGRAM 1 2022 SURVEY VOLUMES. ALL VEHICLES Legend: Weekday AM Peak* Weekday PM Peak* Weekend PM Peak* Survey Date: Friday, 8 July 2022 Saturday, 9 July 2022 Serenity Z *Peak hours for each intersection as nominated DEVELOPMENT SITE o 0 83 Qo lL 43 o 2 58 ab tok 1 or pfese 1 0 0 ft o fo} o 1 0 <>) o 8 14 25 —t]o0 18 10 5 4 16 (9 oz 2 276 —>]o 2 23 8 511 402 405 o 2 16 186 232 a]o 4 2 3 102 1 i 58 88 afyd J |oL Ct 67 «103 81 Drive 71 tf fF Plt nw 2 es t 19 15 178 9 #302 48|t. 7 10 4 — 359 556 455 237 19 320 53}+ 208 308 224 234 18 325 53 |e 215 430 354 peoy y2eeg aulysuns
Page 54
TRAFFIC NETWORK DIAGRAM 2
Base 2024 Serenity Close
ALL VEHICLES g
Legend: S
Weekday AM Peak* 2
Weekday PM Peak* a
Weekend PM Peak*
(Growth Rate 1.2% DEVELOPMENT SITE
Traffic Survey 2022 oO o 54
‘Current Year 2024 Oo 1 44
Growth Factor 1.024 oO 2 59
aot ok
tor ples
1 oO oft
o fo}
oO 1 0
{<>
0 8 14 26 «24 4 0 18 5
4 16 9 +} 0 7 22 283 232 +o 2 8g
523 412 415 —~ oO 22 16 190 238 7 oO 42 3
102 1 Bhat J ob 59 90 alia J L
T 69 105 83 T 1 F Plt 2 8
tL 19 15 11 182 9 309 49 Jt 7 4
<— 368 569 466 243° 19 328 S4]}— 213 229
240 18 333 54]%- 220 363
oy yaeag aulysuns
Page 55
TRAFFIC NETWORK DIAGRAM 3 Base 2034 Serenity Close ALL VEHICLES g Legend: S Weekday AM Peak* 2 Weekday PM Peak* 8 Weekend PM Peak* (Growth Rate 1.2% DEVELOPMENT SITE Traffic Survey 2022 o 0 6 Current Year 2034 o 1 80 Growth Factor 1.154 0 2 67 aot ok tro pfe 7 1 00 0 ft o fo} o 1 0 «> 0 9 16 29 4}o 2 2 16 18 10 +]0 8 14 318 —f]o 2 29 590 464 467 + | 0 24 18 215 a]o 47 29 1 2 1 Boot Jb 67102 atu J ot tC 7 119 93 T 7 FO Pt 2s _ 2 1. 205 10 348 S5|t_ 8 12 — 414 642 525 273 22 369 61}— 240 355 270 21 «375 61|—- 248 496 oy yaeag aulysuns
Page 56
TRAFFIC NETWORK DIAGRAM 4
Base+Dev 2024 Serenity Close
ALL VEHICLES g
Legend: o
Weekday AM Peak* 2
Weekday PM Peak* &
Weekend PM Peak*
DEVELOPMENT SITE
o 0 o .+/0 0 0 54
107 89 47 +]o0 oO 2
o 0 0 Jo o 2
a dt
Tt C6 13
o 1 0 t 4 49
o o 2 — 51 106
oo 4 roi.
KD)
Z
3 a
o 8 14 86 77 54 _t] 0 47.7
4a 16 9 +10 2 @ 283 232 231 > | 0 57,
583 465 441 + | 0 22 16 190 238 151 4] 0 42
102 1 aha J 59 90 87 J fal {
“—T. 69 105 83 ‘Noosa Drive T Tt FO Pye 23
t 19 15 a 182 22 309 49 Jt_ 37
<— 382 596 498 243 46 328 54 | — a5
240 48 333 54 |y— 440
y yeag aulysuns
Page 57
TRAFFIC NETWORK DIAGRAM 5.
Base+Dev 2034 Serenity Close
ALL VEHICLES g
Legend: o
Weekday AM Peak* 2
Weekday PM Peak* &
Weekend PM Peak*
DEVELOPMENT SITE
o oO oO at oO oO o
107 89 47 +]o oF 12
o 0 o Jo 0 2
a do
TOT OT c 7 6
oO 1 oO te 48 55
go oO 2 — 51 106
oO oO 1 _ 1 1
{<>}
2
3 a
oO 9 16 89 80 S7) +t oO 53 49 43.2
16 18 10 t]/0 8 Ww 318 262 261 +] 0 52 60 40
650 517 493 —~+ oO 24 18 215 268 170 4 oO 61 45 20
102 1 Dia J 67 i022 99 Jha} Jo | L
“t. 77 119 93 ‘Noosa Drive T 1 F Pt wa 9
tL 22 a7 13 205 23 348 55 Jt 21 38 34
— 428 668 557 273 48 369 61] 240 355 258
270 51 375 61) 248 496 408
y yeag aulysuns
Page 58
Appendix E Sidra Intersection Analysis Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 37 Reference: 22BRT022 RP01_1
Page 59
SITE LAYOUT Site: 101 [1_Noosa Dr_Coral Tree Ave - Existing 2022 AM Peak (Weekday) (Site Folder: Site 1)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Created: Thursday, 25 August 2022 8:09:59 PM Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 60
MOVEMENT SUMMARY
Site: 101 [1_Noosa Dr_Coral Tree Ave - Existing 2022 AM
Peak (Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h veh/h veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 359 8 378 2.2 0.297 4.0 LOS A 2.5 18.1 0.17 0.44 0.17 53.9
6 R2 19 1 20 5.3 0.297 9.1 LOS A 2.5 18.1 0.17 0.44 0.17 49.3
6u U 67 3 71 4.5 0.297 11.3 LOS B 2.5 18.1 0.17 0.44 0.17 52.0
Approach 445 12 468 2.7 0.297 5.3 LOS A 2.5 18.1 0.17 0.44 0.17 53.6
North: Coral Tree Ave (N)
7 L2 16 1 17 6.3 0.044 6.5 LOS A 0.3 1.8 0.60 0.65 0.60 41.6
9 R2 21 1 22 4.8 0.044 11.8 LOS B 0.3 1.8 0.60 0.65 0.60 50.3
Approach 37 2 39 5.4 0.044 9.5 LOS A 0.3 1.8 0.60 0.65 0.60 47.3
West: Noosa Drive (W)
10 L2 9 2 9 22.2 0.321 4.6 LOS A 2.4 17.5 0.35 0.42 0.35 50.0
11 T1 405 12 426 3.0 0.321 4.5 LOS A 2.4 17.5 0.35 0.42 0.35 53.7
12u U 1 1 1 100.0 0.321 13.7 LOS B 2.4 17.5 0.35 0.42 0.35 53.0
Approach 415 15 437 3.6 0.321 4.6 LOS A 2.4 17.5 0.35 0.42 0.35 53.6
All 897 29 944 3.2 0.321 5.1 LOS A 2.5 18.1 0.27 0.44 0.27 53.4
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 2:36:37 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
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MOVEMENT SUMMARY
Site: 101 [2_Noosa Dr_Coral Tree Ave - Base 2024 AM Peak
(Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 368 2.2 387 2.2 0.305 4.0 LOS A 2.6 18.8 0.18 0.44 0.18 53.9
6 R2 19 5.3 20 5.3 0.305 9.1 LOS A 2.6 18.8 0.18 0.44 0.18 49.3
6u U 69 4.5 73 4.5 0.305 11.3 LOS B 2.6 18.8 0.18 0.44 0.18 51.9
Approach 456 2.7 480 2.7 0.305 5.3 LOS A 2.6 18.8 0.18 0.44 0.18 53.6
North: Coral Tree Ave (N)
7 L2 16 6.3 17 6.3 0.046 6.6 LOS A 0.3 1.9 0.61 0.66 0.61 41.4
9 R2 22 4.8 23 4.8 0.046 11.9 LOS B 0.3 1.9 0.61 0.66 0.61 50.1
Approach 38 5.4 40 5.4 0.046 9.7 LOS A 0.3 1.9 0.61 0.66 0.61 47.3
West: Noosa Drive (W)
10 L2 9 22.2 9 22.2 0.329 4.6 LOS A 2.5 18.1 0.35 0.42 0.35 50.0
11 T1 415 3.0 437 3.0 0.329 4.6 LOS A 2.5 18.1 0.35 0.42 0.35 53.6
12u U 1 100.0 1 100.0 0.329 13.7 LOS B 2.5 18.1 0.35 0.42 0.35 53.0
Approach 425 3.6 447 3.6 0.329 4.6 LOS A 2.5 18.1 0.35 0.42 0.35 53.6
All 919 3.2 967 3.2 0.329 5.2 LOS A 2.6 18.8 0.28 0.44 0.28 53.3
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 2:38:08 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
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MOVEMENT SUMMARY
Site: 101 [3_Noosa Dr_Coral Tree Ave - Base 2034 AM Peak
(Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 414 2.2 436 2.2 0.344 4.0 LOS A 3.1 22.4 0.20 0.44 0.20 53.8
6 R2 22 5.3 23 5.3 0.344 9.2 LOS A 3.1 22.4 0.20 0.44 0.20 49.1
6u U 77 4.5 81 4.5 0.344 11.3 LOS B 3.1 22.4 0.20 0.44 0.20 51.8
Approach 513 2.7 540 2.7 0.344 5.4 LOS A 3.1 22.4 0.20 0.44 0.20 53.4
North: Coral Tree Ave (N)
7 L2 18 6.3 19 6.3 0.054 7.1 LOS A 0.3 2.3 0.65 0.68 0.65 40.9
9 R2 24 4.8 25 4.8 0.054 12.4 LOS B 0.3 2.3 0.65 0.68 0.65 49.7
Approach 42 5.4 44 5.4 0.054 10.1 LOS B 0.3 2.3 0.65 0.68 0.65 46.7
West: Noosa Drive (W)
10 L2 10 22.2 11 22.2 0.375 4.8 LOS A 3.0 21.7 0.39 0.44 0.39 49.7
11 T1 467 3.0 492 3.0 0.375 4.7 LOS A 3.0 21.7 0.39 0.44 0.39 53.4
12u U 1 100.0 1 100.0 0.375 14.0 LOS B 3.0 21.7 0.39 0.44 0.39 52.8
Approach 478 3.6 503 3.6 0.375 4.7 LOS A 3.0 21.7 0.39 0.44 0.39 53.3
All 1033 3.2 1087 3.2 0.375 5.2 LOS A 3.1 22.4 0.31 0.45 0.31 53.1
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 2:39:05 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 63
MOVEMENT SUMMARY
Site: 101 [4_Noosa Dr_Coral Tree Ave - Base+dev 2024 AM
Peak (Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 382 2.2 402 2.2 0.314 4.0 LOS A 2.7 19.7 0.18 0.43 0.18 53.9
6 R2 19 5.3 20 5.3 0.314 9.1 LOS A 2.7 19.7 0.18 0.43 0.18 49.3
6u U 69 4.5 73 4.5 0.314 11.3 LOS B 2.7 19.7 0.18 0.43 0.18 52.0
Approach 470 2.7 495 2.7 0.314 5.3 LOS A 2.7 19.7 0.18 0.43 0.18 53.6
North: Coral Tree Ave (N)
7 L2 16 6.3 17 6.3 0.047 6.8 LOS A 0.3 2.0 0.63 0.67 0.63 41.2
9 R2 22 4.8 23 4.8 0.047 12.1 LOS B 0.3 2.0 0.63 0.67 0.63 49.9
Approach 38 5.4 40 5.4 0.047 9.9 LOS A 0.3 2.0 0.63 0.67 0.63 47.1
West: Noosa Drive (W)
10 L2 9 22.2 9 22.2 0.348 4.7 LOS A 2.7 19.6 0.36 0.42 0.36 49.9
11 T1 441 3.0 464 3.0 0.348 4.6 LOS A 2.7 19.6 0.36 0.42 0.36 53.6
12u U 1 100.0 1 100.0 0.348 13.7 LOS B 2.7 19.6 0.36 0.42 0.36 53.0
Approach 451 3.6 475 3.6 0.348 4.6 LOS A 2.7 19.6 0.36 0.42 0.36 53.5
All 959 3.2 1009 3.2 0.348 5.1 LOS A 2.7 19.7 0.28 0.44 0.28 53.3
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:20:24 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 64
MOVEMENT SUMMARY
Site: 101 [5_Noosa Dr_Coral Tree Ave - Base+dev 2034 AM
Peak (Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 428 2.2 451 2.2 0.353 4.0 LOS A 3.3 23.4 0.20 0.43 0.20 53.8
6 R2 22 5.3 23 5.3 0.353 9.2 LOS A 3.3 23.4 0.20 0.43 0.20 49.1
6u U 77 4.5 81 4.5 0.353 11.4 LOS B 3.3 23.4 0.20 0.43 0.20 51.8
Approach 527 2.7 555 2.7 0.353 5.3 LOS A 3.3 23.4 0.20 0.43 0.20 53.5
North: Coral Tree Ave (N)
7 L2 18 6.3 19 6.3 0.055 7.4 LOS A 0.3 2.4 0.67 0.69 0.67 40.6
9 R2 24 4.8 25 4.8 0.055 12.6 LOS B 0.3 2.4 0.67 0.69 0.67 49.5
Approach 42 5.4 44 5.4 0.055 10.3 LOS B 0.3 2.4 0.67 0.69 0.67 46.5
West: Noosa Drive (W)
10 L2 10 22.2 11 22.2 0.394 4.8 LOS A 3.2 23.3 0.40 0.44 0.40 49.7
11 T1 493 3.0 519 3.0 0.394 4.7 LOS A 3.2 23.3 0.40 0.44 0.40 53.3
12u U 1 100.0 1 100.0 0.394 14.0 LOS B 3.2 23.3 0.40 0.44 0.40 52.8
Approach 504 3.5 531 3.5 0.394 4.7 LOS A 3.2 23.3 0.40 0.44 0.40 53.2
All 1073 3.2 1129 3.2 0.394 5.2 LOS A 3.3 23.4 0.31 0.45 0.31 53.1
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:21:06 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 65
MOVEMENT SUMMARY
Site: 101 [6_Noosa Dr_Coral Tree Ave - Existing 2022 PM
Peak (Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h veh/h veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 556 8 585 1.4 0.418 3.9 LOS A 4.1 29.1 0.11 0.44 0.11 54.4
6 R2 15 0 16 0.0 0.418 9.0 LOS A 4.1 29.1 0.11 0.44 0.11 50.9
6u U 103 0 108 0.0 0.418 11.2 LOS B 4.1 29.1 0.11 0.44 0.11 53.6
Approach 674 8 709 1.2 0.418 5.1 LOS A 4.1 29.1 0.11 0.44 0.11 54.2
North: Coral Tree Ave (N)
7 L2 12 2 13 16.7 0.024 7.0 LOS A 0.1 1.0 0.62 0.62 0.62 40.9
9 R2 7 0 7 0.0 0.024 11.7 LOS B 0.1 1.0 0.62 0.62 0.62 51.0
Approach 19 2 20 10.5 0.024 8.8 LOS A 0.1 1.0 0.62 0.62 0.62 45.6
West: Noosa Drive (W)
10 L2 16 0 17 0.0 0.335 4.5 LOS A 2.5 17.7 0.40 0.45 0.40 51.7
11 T1 402 6 423 1.5 0.335 4.8 LOS A 2.5 17.7 0.40 0.45 0.40 53.5
12u U 2 0 2 0.0 0.335 12.0 LOS B 2.5 17.7 0.40 0.45 0.40 56.8
Approach 420 6 442 1.4 0.335 4.8 LOS A 2.5 17.7 0.40 0.45 0.40 53.4
All 1113 16 1172 1.4 0.418 5.1 LOS A 4.1 29.1 0.23 0.44 0.23 53.8
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 4:32:36 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 66
MOVEMENT SUMMARY
Site: 101 [7_Noosa Dr_Coral Tree Ave - Base 2024 PM Peak
(Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 569 1.4 599 1.4 0.427 3.9 LOS A 4.3 30.2 0.11 0.43 0.11 54.4
6 R2 15 0.0 16 0.0 0.427 9.0 LOS A 4.3 30.2 0.11 0.43 0.11 50.9
6u U 105 0.0 111 0.0 0.427 11.2 LOS B 4.3 30.2 0.11 0.43 0.11 53.6
Approach 689 1.2 725 1.2 0.427 5.1 LOS A 4.3 30.2 0.11 0.43 0.11 54.2
North: Coral Tree Ave (N)
7 L2 12 16.7 13 16.7 0.024 7.1 LOS A 0.1 1.1 0.63 0.63 0.63 40.8
9 R2 7 0.0 7 0.0 0.024 11.8 LOS B 0.1 1.1 0.63 0.63 0.63 50.9
Approach 19 10.5 20 10.5 0.024 8.8 LOS A 0.1 1.1 0.63 0.63 0.63 45.4
West: Noosa Drive (W)
10 L2 16 0.0 17 0.0 0.344 4.6 LOS A 2.6 18.3 0.41 0.45 0.41 51.7
11 T1 412 1.5 434 1.5 0.344 4.8 LOS A 2.6 18.3 0.41 0.45 0.41 53.4
12u U 2 0.0 2 0.0 0.344 12.1 LOS B 2.6 18.3 0.41 0.45 0.41 56.7
Approach 430 1.4 453 1.4 0.344 4.8 LOS A 2.6 18.3 0.41 0.45 0.41 53.4
All 1138 1.4 1198 1.4 0.427 5.1 LOS A 4.3 30.2 0.23 0.44 0.23 53.8
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 4:39:40 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 67
MOVEMENT SUMMARY
Site: 101 [8_Noosa Dr_Coral Tree Ave - Base 2034 PM Peak
(Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 642 1.4 676 1.4 0.483 3.9 LOS A 5.3 37.6 0.13 0.43 0.13 54.2
6 R2 17 0.0 18 0.0 0.483 9.0 LOS A 5.3 37.6 0.13 0.43 0.13 50.7
6u U 119 0.0 125 0.0 0.483 11.2 LOS B 5.3 37.6 0.13 0.43 0.13 53.4
Approach 778 1.2 819 1.2 0.483 5.1 LOS A 5.3 37.6 0.13 0.43 0.13 54.1
North: Coral Tree Ave (N)
7 L2 14 16.7 15 16.7 0.030 7.7 LOS A 0.2 1.4 0.67 0.65 0.67 40.2
9 R2 8 0.0 8 0.0 0.030 12.4 LOS B 0.2 1.4 0.67 0.65 0.67 50.4
Approach 22 10.6 23 10.6 0.030 9.4 LOS A 0.2 1.4 0.67 0.65 0.67 44.8
West: Noosa Drive (W)
10 L2 18 0.0 19 0.0 0.394 4.8 LOS A 3.1 22.1 0.46 0.47 0.46 51.4
11 T1 464 1.5 488 1.5 0.394 5.0 LOS A 3.1 22.1 0.46 0.47 0.46 53.1
12u U 2 0.0 2 0.0 0.394 12.2 LOS B 3.1 22.1 0.46 0.47 0.46 56.5
Approach 484 1.4 509 1.4 0.394 5.0 LOS A 3.1 22.1 0.46 0.47 0.46 53.1
All 1284 1.4 1352 1.4 0.483 5.2 LOS A 5.3 37.6 0.26 0.45 0.26 53.5
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 4:42:39 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 68
MOVEMENT SUMMARY
Site: 101 [9_Noosa Dr_Coral Tree Ave - Base+dev 2024 PM
Peak (Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 596 1.4 627 1.4 0.443 3.9 LOS A 4.6 32.4 0.12 0.43 0.12 54.4
6 R2 15 0.0 16 0.0 0.443 9.0 LOS A 4.6 32.4 0.12 0.43 0.12 51.0
6u U 105 0.0 111 0.0 0.443 11.2 LOS B 4.6 32.4 0.12 0.43 0.12 53.6
Approach 716 1.2 754 1.2 0.443 5.1 LOS A 4.6 32.4 0.12 0.43 0.12 54.3
North: Coral Tree Ave (N)
7 L2 12 16.7 13 16.7 0.026 7.6 LOS A 0.1 1.1 0.66 0.64 0.66 40.3
9 R2 7 0.0 7 0.0 0.026 12.2 LOS B 0.1 1.1 0.66 0.64 0.66 50.5
Approach 19 10.5 20 10.5 0.026 9.3 LOS A 0.1 1.1 0.66 0.64 0.66 45.0
West: Noosa Drive (W)
10 L2 16 0.0 17 0.0 0.384 4.6 LOS A 3.0 21.4 0.42 0.45 0.42 51.6
11 T1 465 1.5 489 1.5 0.384 4.8 LOS A 3.0 21.4 0.42 0.45 0.42 53.3
12u U 2 0.0 2 0.0 0.384 12.1 LOS B 3.0 21.4 0.42 0.45 0.42 56.6
Approach 483 1.4 508 1.4 0.384 4.9 LOS A 3.0 21.4 0.42 0.45 0.42 53.3
All 1218 1.4 1282 1.4 0.443 5.1 LOS A 4.6 32.4 0.25 0.44 0.25 53.7
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:21:52 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 69
MOVEMENT SUMMARY
Site: 101 [10_Noosa Dr_Coral Tree Ave - Base+dev 2034 PM
Peak (Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 668 1.4 703 1.4 0.499 3.9 LOS A 5.7 40.1 0.14 0.43 0.14 54.3
6 R2 17 0.0 18 0.0 0.499 9.0 LOS A 5.7 40.1 0.14 0.43 0.14 50.7
6u U 119 0.0 125 0.0 0.499 11.2 LOS B 5.7 40.1 0.14 0.43 0.14 53.4
Approach 804 1.2 846 1.2 0.499 5.1 LOS A 5.7 40.1 0.14 0.43 0.14 54.1
North: Coral Tree Ave (N)
7 L2 14 16.7 15 16.7 0.032 8.2 LOS A 0.2 1.5 0.70 0.67 0.70 39.6
9 R2 8 0.0 8 0.0 0.032 12.8 LOS B 0.2 1.5 0.70 0.67 0.70 49.9
Approach 22 10.6 23 10.6 0.032 9.9 LOS A 0.2 1.5 0.70 0.67 0.70 44.3
West: Noosa Drive (W)
10 L2 18 0.0 19 0.0 0.435 4.8 LOS A 3.6 25.6 0.48 0.48 0.48 51.3
11 T1 517 1.5 544 1.5 0.435 5.1 LOS A 3.6 25.6 0.48 0.48 0.48 53.0
12u U 2 0.0 2 0.0 0.435 12.3 LOS B 3.6 25.6 0.48 0.48 0.48 56.4
Approach 537 1.4 565 1.4 0.435 5.1 LOS A 3.6 25.6 0.48 0.48 0.48 52.9
All 1363 1.4 1435 1.4 0.499 5.2 LOS A 5.7 40.1 0.28 0.45 0.28 53.5
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:22:17 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 70
MOVEMENT SUMMARY
Site: 101 [11_Noosa Dr_Coral Tree Ave - Existing 2022 PM
Peak (Weekend) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h veh/h veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 455 6 479 1.3 0.342 3.9 LOS A 3.1 22.3 0.10 0.43 0.10 54.5
6 R2 11 0 12 0.0 0.342 9.0 LOS A 3.1 22.3 0.10 0.43 0.10 51.1
6u U 81 2 85 2.5 0.342 11.2 LOS B 3.1 22.3 0.10 0.43 0.10 53.3
Approach 547 8 576 1.5 0.342 5.1 LOS A 3.1 22.3 0.10 0.43 0.10 54.3
North: Coral Tree Ave (N)
7 L2 14 0 15 0.0 0.028 7.1 LOS A 0.2 1.2 0.67 0.64 0.67 42.6
9 R2 8 0 8 0.0 0.028 12.4 LOS B 0.2 1.2 0.67 0.64 0.67 50.8
Approach 22 0 23 0.0 0.028 9.1 LOS A 0.2 1.2 0.67 0.64 0.67 46.4
West: Noosa Drive (W)
10 L2 14 0 15 0.0 0.398 4.4 LOS A 3.2 22.7 0.38 0.43 0.38 51.9
11 T1 511 4 538 0.8 0.398 4.6 LOS A 3.2 22.7 0.38 0.43 0.38 53.7
12u U 1 0 1 0.0 0.398 11.9 LOS B 3.2 22.7 0.38 0.43 0.38 56.9
Approach 526 4 554 0.8 0.398 4.6 LOS A 3.2 22.7 0.38 0.43 0.38 53.7
All 1095 12 1153 1.1 0.398 4.9 LOS A 3.2 22.7 0.25 0.43 0.25 53.9
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 3:26:12 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 71
MOVEMENT SUMMARY
Site: 101 [12_Noosa Dr_Coral Tree Ave - Base 2024 PM Peak
(Weekend) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 466 1.3 491 1.3 0.350 3.9 LOS A 3.3 23.1 0.11 0.43 0.11 54.5
6 R2 11 0.0 12 0.0 0.350 9.0 LOS A 3.3 23.1 0.11 0.43 0.11 51.1
6u U 83 2.5 87 2.5 0.350 11.2 LOS B 3.3 23.1 0.11 0.43 0.11 53.3
Approach 560 1.5 589 1.5 0.350 5.1 LOS A 3.3 23.1 0.11 0.43 0.11 54.3
North: Coral Tree Ave (N)
7 L2 14 0.0 15 0.0 0.028 7.3 LOS A 0.2 1.2 0.68 0.65 0.68 42.4
9 R2 8 0.0 8 0.0 0.028 12.5 LOS B 0.2 1.2 0.68 0.65 0.68 50.7
Approach 22 0.0 23 0.0 0.028 9.2 LOS A 0.2 1.2 0.68 0.65 0.68 46.3
West: Noosa Drive (W)
10 L2 14 0.0 15 0.0 0.408 4.4 LOS A 3.3 23.5 0.38 0.43 0.38 51.9
11 T1 523 0.8 551 0.8 0.408 4.6 LOS A 3.3 23.5 0.38 0.43 0.38 53.7
12u U 1 0.0 1 0.0 0.408 11.9 LOS B 3.3 23.5 0.38 0.43 0.38 56.9
Approach 538 0.8 566 0.8 0.408 4.6 LOS A 3.3 23.5 0.38 0.43 0.38 53.6
All 1120 1.1 1179 1.1 0.408 5.0 LOS A 3.3 23.5 0.25 0.44 0.25 53.8
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 3:30:25 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 72
MOVEMENT SUMMARY
Site: 101 [13_Noosa Dr_Coral Tree Ave - Base 2034 PM Peak
(Weekend) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 525 1.3 553 1.3 0.394 3.9 LOS A 4.0 28.0 0.12 0.43 0.12 54.4
6 R2 13 0.0 14 0.0 0.394 9.0 LOS A 4.0 28.0 0.12 0.43 0.12 50.9
6u U 93 2.5 98 2.5 0.394 11.2 LOS B 4.0 28.0 0.12 0.43 0.12 53.1
Approach 631 1.5 664 1.5 0.394 5.1 LOS A 4.0 28.0 0.12 0.43 0.12 54.2
North: Coral Tree Ave (N)
7 L2 16 0.0 17 0.0 0.035 8.0 LOS A 0.2 1.5 0.73 0.68 0.73 41.5
9 R2 9 0.0 9 0.0 0.035 13.3 LOS B 0.2 1.5 0.73 0.68 0.73 50.0
Approach 25 0.0 26 0.0 0.035 9.9 LOS A 0.2 1.5 0.73 0.68 0.73 45.4
West: Noosa Drive (W)
10 L2 16 0.0 17 0.0 0.466 4.6 LOS A 4.1 28.8 0.44 0.45 0.44 51.5
11 T1 590 0.8 621 0.8 0.466 4.8 LOS A 4.1 28.8 0.44 0.45 0.44 53.3
12u U 1 0.0 1 0.0 0.466 12.1 LOS B 4.1 28.8 0.44 0.45 0.44 56.6
Approach 607 0.8 639 0.8 0.466 4.8 LOS A 4.1 28.8 0.44 0.45 0.44 53.3
All 1263 1.1 1329 1.1 0.466 5.1 LOS A 4.1 28.8 0.28 0.44 0.28 53.6
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 3:31:47 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 73
MOVEMENT SUMMARY
Site: 101 [14_Noosa Dr_Coral Tree Ave - Base+dev 2024 PM
Peak (Weekend) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 498 1.3 524 1.3 0.369 3.9 LOS A 3.6 25.2 0.11 0.43 0.11 54.5
6 R2 11 0.0 12 0.0 0.369 9.0 LOS A 3.6 25.2 0.11 0.43 0.11 51.1
6u U 83 2.5 87 2.5 0.369 11.2 LOS B 3.6 25.2 0.11 0.43 0.11 53.4
Approach 592 1.5 623 1.5 0.369 5.0 LOS A 3.6 25.2 0.11 0.43 0.11 54.4
North: Coral Tree Ave (N)
7 L2 14 0.0 15 0.0 0.030 7.8 LOS A 0.2 1.3 0.71 0.66 0.71 41.7
9 R2 8 0.0 8 0.0 0.030 13.1 LOS B 0.2 1.3 0.71 0.66 0.71 50.2
Approach 22 0.0 23 0.0 0.030 9.7 LOS A 0.2 1.3 0.71 0.66 0.71 45.6
West: Noosa Drive (W)
10 L2 14 0.0 15 0.0 0.451 4.5 LOS A 3.9 27.5 0.40 0.43 0.40 51.7
11 T1 583 0.8 614 0.8 0.451 4.7 LOS A 3.9 27.5 0.40 0.43 0.40 53.5
12u U 1 0.0 1 0.0 0.451 12.0 LOS B 3.9 27.5 0.40 0.43 0.40 56.8
Approach 598 0.8 629 0.8 0.451 4.7 LOS A 3.9 27.5 0.40 0.43 0.40 53.5
All 1212 1.1 1276 1.1 0.451 4.9 LOS A 3.9 27.5 0.27 0.44 0.27 53.8
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:22:57 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 74
MOVEMENT SUMMARY
Site: 101 [15_Noosa Dr_Coral Tree Ave - Base+dev 2034 PM
Peak (Weekend) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 557 1.3 586 1.3 0.414 3.9 LOS A 4.3 30.5 0.12 0.43 0.12 54.4
6 R2 13 0.0 14 0.0 0.414 9.0 LOS A 4.3 30.5 0.12 0.43 0.12 51.0
6u U 93 2.5 98 2.5 0.414 11.2 LOS B 4.3 30.5 0.12 0.43 0.12 53.2
Approach 663 1.5 698 1.5 0.414 5.0 LOS A 4.3 30.5 0.12 0.43 0.12 54.3
North: Coral Tree Ave (N)
7 L2 16 0.0 17 0.0 0.038 8.6 LOS A 0.2 1.7 0.76 0.70 0.76 40.8
9 R2 9 0.0 9 0.0 0.038 13.9 LOS B 0.2 1.7 0.76 0.70 0.76 49.4
Approach 25 0.0 26 0.0 0.038 10.5 LOS B 0.2 1.7 0.76 0.70 0.76 44.7
West: Noosa Drive (W)
10 L2 16 0.0 17 0.0 0.510 4.7 LOS A 4.7 33.4 0.46 0.45 0.46 51.4
11 T1 650 0.8 684 0.8 0.510 4.9 LOS A 4.7 33.4 0.46 0.45 0.46 53.1
12u U 1 0.0 1 0.0 0.510 12.1 LOS B 4.7 33.4 0.46 0.45 0.46 56.4
Approach 667 0.8 702 0.8 0.510 4.9 LOS A 4.7 33.4 0.46 0.45 0.46 53.1
All 1355 1.1 1426 1.1 0.510 5.1 LOS A 4.7 33.4 0.30 0.45 0.30 53.5
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:23:30 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 75
SITE LAYOUT Site: 101 [1_Grant St_Noosa Dr_Sunshine Rd - Existing 2022 AM Peak (Weekday) (Site Folder: Site 2)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.
Page 76
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Created: Thursday, 25 August 2022 8:22:03 PM Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 77
MOVEMENT SUMMARY
Site: 101 [1_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
AM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h veh/h veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 178 11 187 6.2 0.211 6.5 LOS A 1.3 9.8 0.60 0.64 0.60 50.6
2 T1 9 0 9 0.0 0.211 6.3 LOS A 1.3 9.8 0.60 0.64 0.60 55.2
3 R2 302 14 318 4.6 0.303 11.0 LOS B 2.2 15.8 0.61 0.70 0.61 51.2
3u U 48 1 51 2.1 0.303 13.1 LOS B 2.2 15.8 0.61 0.70 0.61 52.3
Approach 537 26 565 4.8 0.303 9.6 LOS A 2.2 15.8 0.61 0.68 0.61 51.2
East: Noosa Drive (E)
4 L2 215 11 226 5.1 0.230 6.4 LOS A 1.6 11.5 0.63 0.64 0.63 53.5
5 T1 208 6 219 2.9 0.199 5.8 LOS A 1.4 10.0 0.60 0.58 0.60 51.6
6 R2 7 0 7 0.0 0.199 10.8 LOS B 1.4 10.0 0.60 0.58 0.60 54.3
6u U 12 0 13 0.0 0.199 13.0 LOS B 1.4 10.0 0.60 0.58 0.60 55.4
Approach 442 17 465 3.8 0.230 6.4 LOS A 1.6 11.5 0.61 0.61 0.61 52.8
North: Grant Street (N)
7 L2 3 0 3 0.0 0.120 10.8 LOS B 0.8 5.7 0.84 0.80 0.84 48.7
8 T1 25 0 26 0.0 0.120 11.0 LOS B 0.8 5.7 0.84 0.80 0.84 49.8
9 R2 41 0 43 0.0 0.120 16.1 LOS B 0.8 5.7 0.84 0.80 0.84 46.5
9u U 1 0 1 0.0 0.120 18.3 LOS B 0.8 5.7 0.84 0.80 0.84 50.9
Approach 70 0 74 0.0 0.120 14.1 LOS B 0.8 5.7 0.84 0.80 0.84 48.0
West: Noosa Drive (W)
10 L2 27 0 28 0.0 0.225 5.7 LOS A 1.6 11.3 0.62 0.58 0.62 50.3
11 T1 226 8 238 3.5 0.225 5.8 LOS A 1.6 11.3 0.62 0.58 0.62 52.2
12 R2 147 4 155 2.7 0.249 11.4 LOS B 1.7 12.0 0.64 0.73 0.64 47.8
12u U 85 2 89 2.4 0.249 13.6 LOS B 1.7 12.0 0.64 0.73 0.64 43.0
Approach 485 14 511 2.9 0.249 8.9 LOS A 1.7 12.0 0.63 0.65 0.63 49.4
All 1534 57 1615 3.7 0.303 8.6 LOS A 2.2 15.8 0.63 0.66 0.63 51.1
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:17:33 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 78
MOVEMENT SUMMARY
Site: 101 [2_Grant St_Noosa Dr_Sunshine Rd - Base 2024
AM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 182 6.2 192 6.2 0.217 6.5 LOS A 1.4 10.1 0.61 0.65 0.61 50.5
2 T1 9 0.0 9 0.0 0.217 6.3 LOS A 1.4 10.1 0.61 0.65 0.61 55.2
3 R2 309 4.6 325 4.6 0.312 11.0 LOS B 2.3 16.4 0.62 0.71 0.62 51.2
3u U 49 2.1 52 2.1 0.312 13.2 LOS B 2.3 16.4 0.62 0.71 0.62 52.3
Approach 549 4.8 578 4.8 0.312 9.6 LOS A 2.3 16.4 0.62 0.69 0.62 51.2
East: Noosa Drive (E)
4 L2 220 5.1 232 5.1 0.238 6.5 LOS A 1.6 12.0 0.64 0.65 0.64 53.5
5 T1 213 2.9 224 2.9 0.205 5.8 LOS A 1.5 10.4 0.61 0.59 0.61 51.6
6 R2 7 0.0 7 0.0 0.205 10.9 LOS B 1.5 10.4 0.61 0.59 0.61 54.2
6u U 12 0.0 13 0.0 0.205 13.1 LOS B 1.5 10.4 0.61 0.59 0.61 55.4
Approach 452 3.8 476 3.8 0.238 6.4 LOS A 1.6 12.0 0.62 0.62 0.62 52.8
North: Grant Street (N)
7 L2 3 0.0 3 0.0 0.126 11.2 LOS B 0.9 6.1 0.85 0.81 0.85 48.5
8 T1 26 0.0 27 0.0 0.126 11.4 LOS B 0.9 6.1 0.85 0.81 0.85 49.6
9 R2 42 0.0 44 0.0 0.126 16.4 LOS B 0.9 6.1 0.85 0.81 0.85 46.2
9u U 1 0.0 1 0.0 0.126 18.6 LOS B 0.9 6.1 0.85 0.81 0.85 50.6
Approach 72 0.0 76 0.0 0.126 14.4 LOS B 0.9 6.1 0.85 0.81 0.85 47.8
West: Noosa Drive (W)
10 L2 28 0.0 29 0.0 0.232 5.8 LOS A 1.6 11.8 0.63 0.58 0.63 50.3
11 T1 231 3.5 243 3.5 0.232 5.9 LOS A 1.6 11.8 0.63 0.58 0.63 52.1
12 R2 151 2.7 159 2.7 0.258 11.5 LOS B 1.7 12.5 0.65 0.74 0.65 47.8
12u U 87 2.4 92 2.4 0.258 13.7 LOS B 1.7 12.5 0.65 0.74 0.65 43.0
Approach 497 2.9 523 2.9 0.258 8.9 LOS A 1.7 12.5 0.64 0.66 0.64 49.3
All 1570 3.7 1653 3.7 0.312 8.7 LOS A 2.3 16.4 0.64 0.66 0.64 51.0
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:24:15 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 79
MOVEMENT SUMMARY
Site: 101 [3_Grant St_Noosa Dr_Sunshine Rd - Base 2034
AM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 205 6.2 216 6.2 0.257 7.0 LOS A 1.7 12.3 0.66 0.69 0.66 50.1
2 T1 10 0.0 11 0.0 0.257 6.8 LOS A 1.7 12.3 0.66 0.69 0.66 54.8
3 R2 348 4.6 366 4.6 0.365 11.4 LOS B 2.8 20.2 0.69 0.74 0.69 51.0
3u U 55 2.1 58 2.1 0.365 13.6 LOS B 2.8 20.2 0.69 0.74 0.69 52.1
Approach 618 4.8 651 4.8 0.365 10.1 LOS B 2.8 20.2 0.68 0.72 0.68 50.9
East: Noosa Drive (E)
4 L2 248 5.1 261 5.1 0.283 7.0 LOS A 2.0 14.7 0.70 0.69 0.70 53.2
5 T1 240 2.9 253 2.9 0.241 6.2 LOS A 1.8 12.7 0.66 0.63 0.66 51.2
6 R2 8 0.0 8 0.0 0.241 11.2 LOS B 1.8 12.7 0.66 0.63 0.66 53.9
6u U 14 0.0 15 0.0 0.241 13.4 LOS B 1.8 12.7 0.66 0.63 0.66 55.1
Approach 510 3.8 537 3.8 0.283 6.9 LOS A 2.0 14.7 0.68 0.66 0.68 52.5
North: Grant Street (N)
7 L2 3 0.0 3 0.0 0.161 13.3 LOS B 1.2 8.1 0.91 0.86 0.91 47.2
8 T1 29 0.0 31 0.0 0.161 13.5 LOS B 1.2 8.1 0.91 0.86 0.91 48.2
9 R2 47 0.0 49 0.0 0.161 18.6 LOS B 1.2 8.1 0.91 0.86 0.91 44.5
9u U 1 0.0 1 0.0 0.161 20.8 LOS C 1.2 8.1 0.91 0.86 0.91 49.2
Approach 80 0.0 84 0.0 0.161 16.6 LOS B 1.2 8.1 0.91 0.86 0.91 46.3
West: Noosa Drive (W)
10 L2 31 0.0 33 0.0 0.274 6.2 LOS A 2.0 14.6 0.68 0.62 0.68 49.9
11 T1 261 3.5 275 3.5 0.274 6.2 LOS A 2.0 14.6 0.68 0.62 0.68 51.7
12 R2 170 2.7 179 2.7 0.308 12.0 LOS B 2.2 15.6 0.71 0.77 0.71 47.5
12u U 98 2.4 103 2.4 0.308 14.2 LOS B 2.2 15.6 0.71 0.77 0.71 42.6
Approach 560 2.9 589 2.9 0.308 9.4 LOS A 2.2 15.6 0.70 0.69 0.70 49.0
All 1768 3.7 1861 3.7 0.365 9.2 LOS A 2.8 20.2 0.69 0.70 0.69 50.6
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:28:53 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 80
MOVEMENT SUMMARY
Site: 101 [4_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2024 AM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 182 6.2 192 6.2 0.236 6.8 LOS A 1.5 11.1 0.64 0.67 0.64 50.3
2 T1 22 0.0 23 0.0 0.236 6.5 LOS A 1.5 11.1 0.64 0.67 0.64 55.0
3 R2 309 4.6 325 4.6 0.319 11.2 LOS B 2.3 16.9 0.65 0.72 0.65 51.1
3u U 49 2.1 52 2.1 0.319 13.3 LOS B 2.3 16.9 0.65 0.72 0.65 52.2
Approach 562 4.7 592 4.7 0.319 9.8 LOS A 2.3 16.9 0.64 0.70 0.64 51.2
East: Noosa Drive (E)
4 L2 220 5.1 232 5.1 0.247 6.8 LOS A 1.7 12.4 0.66 0.67 0.66 53.4
5 T1 213 2.9 224 2.9 0.221 6.1 LOS A 1.6 11.3 0.63 0.62 0.63 51.3
6 R2 20 0.0 21 0.0 0.221 11.1 LOS B 1.6 11.3 0.63 0.62 0.63 54.0
6u U 12 0.0 13 0.0 0.221 13.3 LOS B 1.6 11.3 0.63 0.62 0.63 55.1
Approach 465 3.7 489 3.7 0.247 6.8 LOS A 1.7 12.4 0.65 0.64 0.65 52.6
North: Grant Street (N)
7 L2 20 0.0 21 0.0 0.209 11.5 LOS B 1.5 10.4 0.87 0.86 0.87 48.6
8 T1 42 0.0 44 0.0 0.209 11.7 LOS B 1.5 10.4 0.87 0.86 0.87 49.7
9 R2 56 0.0 59 0.0 0.209 16.8 LOS B 1.5 10.4 0.87 0.86 0.87 46.4
9u U 1 0.0 1 0.0 0.209 19.0 LOS B 1.5 10.4 0.87 0.86 0.87 50.8
Approach 119 0.0 125 0.0 0.209 14.1 LOS B 1.5 10.4 0.87 0.86 0.87 48.2
West: Noosa Drive (W)
10 L2 54 0.0 57 0.0 0.259 6.0 LOS A 1.9 13.3 0.65 0.61 0.65 50.2
11 T1 231 3.5 243 3.5 0.259 6.1 LOS A 1.9 13.3 0.65 0.61 0.65 52.1
12 R2 151 2.7 159 2.7 0.266 11.8 LOS B 1.8 12.9 0.67 0.75 0.67 47.7
12u U 87 2.4 92 2.4 0.266 13.9 LOS B 1.8 12.9 0.67 0.75 0.67 42.9
Approach 523 2.7 551 2.7 0.266 9.0 LOS A 1.9 13.3 0.66 0.67 0.66 49.3
All 1669 3.5 1757 3.5 0.319 9.0 LOS A 2.3 16.9 0.67 0.69 0.67 50.9
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:24:28 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 81
MOVEMENT SUMMARY
Site: 101 [5_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2034 AM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 205 6.2 216 6.2 0.277 7.2 LOS A 1.8 13.5 0.69 0.71 0.69 49.8
2 T1 23 0.0 24 0.0 0.277 7.0 LOS A 1.8 13.5 0.69 0.71 0.69 54.6
3 R2 348 4.6 366 4.6 0.375 11.6 LOS B 2.9 20.9 0.71 0.75 0.71 50.9
3u U 55 2.1 58 2.1 0.375 13.7 LOS B 2.9 20.9 0.71 0.75 0.71 52.0
Approach 631 4.7 664 4.7 0.375 10.2 LOS B 2.9 20.9 0.70 0.73 0.70 50.9
East: Noosa Drive (E)
4 L2 248 5.1 261 5.1 0.293 7.3 LOS A 2.1 15.3 0.72 0.71 0.72 53.0
5 T1 240 2.9 253 2.9 0.259 6.4 LOS A 1.9 13.8 0.68 0.65 0.68 50.9
6 R2 21 0.0 22 0.0 0.259 11.4 LOS B 1.9 13.8 0.68 0.65 0.68 53.7
6u U 14 0.0 15 0.0 0.259 13.6 LOS B 1.9 13.8 0.68 0.65 0.68 54.8
Approach 523 3.7 551 3.7 0.293 7.2 LOS A 2.1 15.3 0.70 0.68 0.70 52.3
North: Grant Street (N)
7 L2 20 0.0 21 0.0 0.258 13.7 LOS B 1.9 13.3 0.93 0.91 0.93 47.2
8 T1 45 0.0 47 0.0 0.258 14.0 LOS B 1.9 13.3 0.93 0.91 0.93 48.3
9 R2 61 0.0 64 0.0 0.258 19.0 LOS B 1.9 13.3 0.93 0.91 0.93 44.6
9u U 1 0.0 1 0.0 0.258 21.2 LOS C 1.9 13.3 0.93 0.91 0.93 49.3
Approach 127 0.0 134 0.0 0.258 16.4 LOS B 1.9 13.3 0.93 0.91 0.93 46.6
West: Noosa Drive (W)
10 L2 57 0.0 60 0.0 0.303 6.4 LOS A 2.3 16.3 0.71 0.65 0.71 49.9
11 T1 261 3.5 275 3.5 0.303 6.5 LOS A 2.3 16.3 0.71 0.65 0.71 51.7
12 R2 170 2.7 179 2.7 0.318 12.3 LOS B 2.2 16.0 0.73 0.79 0.73 47.5
12u U 98 2.4 103 2.4 0.318 14.5 LOS B 2.2 16.0 0.73 0.79 0.73 42.6
Approach 586 2.8 617 2.8 0.318 9.5 LOS A 2.3 16.3 0.72 0.71 0.72 49.0
All 1867 3.5 1965 3.5 0.375 9.6 LOS A 2.9 20.9 0.72 0.72 0.72 50.5
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:25:31 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 82
MOVEMENT SUMMARY
Site: 101 [6_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
PM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h veh/h veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 237 2 249 0.8 0.303 7.1 LOS A 2.1 15.1 0.72 0.72 0.72 50.4
2 T1 19 0 20 0.0 0.303 7.1 LOS A 2.1 15.1 0.72 0.72 0.72 54.6
3 R2 320 10 337 3.1 0.354 11.6 LOS B 2.8 19.9 0.73 0.75 0.73 50.9
3u U 53 1 56 1.9 0.354 13.8 LOS B 2.8 19.9 0.73 0.75 0.73 51.9
Approach 629 13 662 2.1 0.354 10.0 LOS A 2.8 19.9 0.72 0.74 0.72 51.0
East: Noosa Drive (E)
4 L2 430 10 453 2.3 0.402 6.6 LOS A 3.3 23.8 0.75 0.70 0.75 53.2
5 T1 308 5 324 1.6 0.394 7.4 LOS A 3.0 21.6 0.76 0.73 0.76 50.6
6 R2 10 0 11 0.0 0.394 12.5 LOS B 3.0 21.6 0.76 0.73 0.76 53.4
6u U 22 0 23 0.0 0.394 14.7 LOS B 3.0 21.6 0.76 0.73 0.76 54.5
Approach 770 15 811 1.9 0.402 7.3 LOS A 3.3 23.8 0.75 0.71 0.75 52.4
North: Grant Street (N)
7 L2 8 0 8 0.0 0.113 12.8 LOS B 0.8 5.6 0.89 0.83 0.89 48.0
8 T1 25 0 26 0.0 0.113 13.0 LOS B 0.8 5.6 0.89 0.83 0.89 49.1
9 R2 22 1 23 4.5 0.113 18.4 LOS B 0.8 5.6 0.89 0.83 0.89 45.1
9u U 1 0 1 0.0 0.113 20.3 LOS C 0.8 5.6 0.89 0.83 0.89 50.1
Approach 56 1 59 1.8 0.113 15.3 LOS B 0.8 5.6 0.89 0.83 0.89 47.6
West: Noosa Drive (W)
10 L2 23 0 24 0.0 0.286 6.8 LOS A 2.0 14.2 0.69 0.68 0.69 49.9
11 T1 227 6 239 2.6 0.286 6.8 LOS A 2.0 14.2 0.69 0.68 0.69 51.7
12 R2 232 0 244 0.0 0.291 11.2 LOS B 2.2 15.3 0.68 0.73 0.68 47.9
12u U 88 1 93 1.1 0.291 13.4 LOS B 2.2 15.3 0.68 0.73 0.68 43.2
Approach 570 7 600 1.2 0.291 9.6 LOS A 2.2 15.3 0.68 0.71 0.68 49.0
All 2025 36 2132 1.8 0.402 9.0 LOS A 3.3 23.8 0.73 0.72 0.73 50.9
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:18:25 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 83
MOVEMENT SUMMARY
Site: 101 [7_Grant St_Noosa Dr_Sunshine Rd - Base 2024
PM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 243 0.8 256 0.8 0.315 7.3 LOS A 2.2 15.8 0.73 0.73 0.73 50.3
2 T1 19 0.0 20 0.0 0.315 7.2 LOS A 2.2 15.8 0.73 0.73 0.73 54.5
3 R2 328 3.1 345 3.1 0.367 11.7 LOS B 2.9 20.8 0.74 0.76 0.74 50.9
3u U 54 1.9 57 1.9 0.367 13.9 LOS B 2.9 20.8 0.74 0.76 0.74 51.9
Approach 644 2.1 678 2.1 0.367 10.1 LOS B 2.9 20.8 0.74 0.75 0.74 50.9
East: Noosa Drive (E)
4 L2 440 2.3 463 2.3 0.417 6.8 LOS A 3.5 24.9 0.76 0.71 0.76 53.2
5 T1 315 1.6 332 1.6 0.410 7.6 LOS A 3.2 22.6 0.78 0.74 0.78 50.5
6 R2 10 0.0 11 0.0 0.410 12.6 LOS B 3.2 22.6 0.78 0.74 0.78 53.3
6u U 23 0.0 24 0.0 0.410 14.8 LOS B 3.2 22.6 0.78 0.74 0.78 54.4
Approach 788 1.9 829 1.9 0.417 7.4 LOS A 3.5 24.9 0.77 0.73 0.77 52.3
North: Grant Street (N)
7 L2 8 0.0 8 0.0 0.122 13.3 LOS B 0.9 6.1 0.90 0.84 0.90 47.6
8 T1 26 0.0 27 0.0 0.122 13.6 LOS B 0.9 6.1 0.90 0.84 0.90 48.7
9 R2 23 4.5 24 4.5 0.122 19.0 LOS B 0.9 6.1 0.90 0.84 0.90 44.7
9u U 1 0.0 1 0.0 0.122 20.8 LOS C 0.9 6.1 0.90 0.84 0.90 49.7
Approach 58 1.8 61 1.8 0.122 15.8 LOS B 0.9 6.1 0.90 0.84 0.90 47.2
West: Noosa Drive (W)
10 L2 24 0.0 25 0.0 0.297 6.9 LOS A 2.1 14.8 0.70 0.69 0.70 49.8
11 T1 232 2.6 244 2.6 0.297 6.9 LOS A 2.1 14.8 0.70 0.69 0.70 51.6
12 R2 238 0.0 251 0.0 0.302 11.3 LOS B 2.3 16.0 0.69 0.74 0.69 47.9
12u U 90 1.1 95 1.1 0.302 13.5 LOS B 2.3 16.0 0.69 0.74 0.69 43.1
Approach 584 1.2 615 1.2 0.302 9.7 LOS A 2.3 16.0 0.70 0.71 0.70 48.9
All 2074 1.8 2183 1.8 0.417 9.1 LOS A 3.5 24.9 0.74 0.73 0.74 50.9
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:25:30 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 84
MOVEMENT SUMMARY
Site: 101 [8_Grant St_Noosa Dr_Sunshine Rd - Base 2034
PM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 273 0.8 287 0.8 0.382 8.0 LOS A 2.9 20.2 0.80 0.79 0.80 49.6
2 T1 22 0.0 23 0.0 0.382 7.9 LOS A 2.9 20.2 0.80 0.79 0.80 54.0
3 R2 369 3.1 388 3.1 0.440 12.3 LOS B 3.7 26.7 0.82 0.80 0.82 50.6
3u U 61 1.9 64 1.9 0.440 14.5 LOS B 3.7 26.7 0.82 0.80 0.82 51.6
Approach 725 2.1 763 2.1 0.440 10.7 LOS B 3.7 26.7 0.82 0.80 0.82 50.5
East: Noosa Drive (E)
4 L2 496 2.3 522 2.3 0.498 7.5 LOS A 4.5 32.2 0.85 0.78 0.86 52.9
5 T1 355 1.6 374 1.6 0.494 9.0 LOS A 4.3 30.8 0.86 0.84 0.91 49.9
6 R2 12 0.0 13 0.0 0.494 14.0 LOS B 4.3 30.8 0.86 0.84 0.91 52.9
6u U 25 0.0 26 0.0 0.494 16.2 LOS B 4.3 30.8 0.86 0.84 0.91 54.0
Approach 888 1.9 935 1.9 0.498 8.4 LOS A 4.5 32.2 0.85 0.80 0.88 51.9
North: Grant Street (N)
7 L2 9 0.0 9 0.0 0.163 16.7 LOS B 1.2 8.5 0.97 0.90 0.97 45.7
8 T1 29 0.0 31 0.0 0.163 17.0 LOS B 1.2 8.5 0.97 0.90 0.97 46.7
9 R2 25 4.5 26 4.5 0.163 22.4 LOS C 1.2 8.5 0.97 0.90 0.97 42.3
9u U 1 0.0 1 0.0 0.163 24.2 LOS C 1.2 8.5 0.97 0.90 0.97 47.6
Approach 64 1.8 67 1.8 0.163 19.2 LOS B 1.2 8.5 0.97 0.90 0.97 45.1
West: Noosa Drive (W)
10 L2 27 0.0 28 0.0 0.359 7.5 LOS A 2.6 18.8 0.77 0.75 0.77 49.4
11 T1 262 2.6 276 2.6 0.359 7.5 LOS A 2.6 18.8 0.77 0.75 0.77 51.2
12 R2 268 0.0 282 0.0 0.360 11.7 LOS B 2.9 20.2 0.76 0.77 0.76 47.6
12u U 102 1.1 107 1.1 0.360 14.0 LOS B 2.9 20.2 0.76 0.77 0.76 42.7
Approach 659 1.2 694 1.2 0.360 10.2 LOS B 2.9 20.2 0.77 0.76 0.77 48.5
All 2336 1.8 2459 1.8 0.498 9.9 LOS A 4.5 32.2 0.82 0.79 0.83 50.4
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Thursday, 25 August 2022 4:30:14 AM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
Page 85
MOVEMENT SUMMARY
Site: 101 [9_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2024 PM Peak (Weekday) (Site Folder: Site 2)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn INPUT DEMAND Deg. Aver. Level of 95% BACK OF Prop. Effective Aver. Aver.
ID VOLUMES FLOWS Satn Delay Service QUEUE Que Stop No. Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 243 0.8 256 0.8 0.366 7.8 LOS A 2.7 19.1 0.79 0.78 0.79 49.7
2 T1 46 0.0 48 0.0 0.366 7.8 LOS A 2.7 19.1 0.79 0.78 0.79 54.0
3 R2 328 3.1 345 3.1 0.387 12.1 LOS B 3.1 22.5 0.79 0.79 0.79 50.7
3u U 54 1.9 57 1.9 0.387 14.3 LOS B 3.1 22.5 0.79 0.79 0.79 51.7
Approach 671 2.0 706 2.0 0.387 10.4 LOS B 3.1 22.5 0.79 0.78 0.79 50.7
East: Noosa Drive (E)
4 L2 440 2.3 463 2.3 0.437 7.2 LOS A 3.7 26.4 0.81 0.75 0.81 53.0
5 T1 315 1.6 332 1.6 0.465 8.5 LOS A 3.8 27.0 0.83 0.81 0.85 49.8
6 R2 37 0.0 39 0.0 0.465 13.5 LOS B 3.8 27.0 0.83 0.81 0.85 52.8
6u U 23 0.0 24 0.0 0.465 15.7 LOS B 3.8 27.0 0.83 0.81 0.85 53.9
Approach 815 1.9 858 1.9 0.465 8.3 LOS A 3.8 27.0 0.82 0.78 0.83 52.0
North: Grant Street (N)
7 L2 39 0.0 41 0.0 0.308 14.2 LOS B 2.3 16.3 0.95 0.93 0.95 47.3
8 T1 57 0.0 60 0.0 0.308 14.4 LOS B 2.3 16.3 0.95 0.93 0.95 48.4
9 R2 49 4.5 52 4.5 0.308 19.9 LOS B 2.3 16.3 0.95 0.93 0.95 44.3
9u U 1 0.0 1 0.0 0.308 21.7 LOS C 2.3 16.3 0.95 0.93 0.95 49.4
Approach 146 1.5 154 1.5 0.308 16.2 LOS B 2.3 16.3 0.95 0.93 0.95 47.0
West: Noosa Drive (W)
10 L2 77 0.0 81 0.0 0.372 7.4 LOS A 2.7 19.4 0.77 0.75 0.77 49.5
11 T1 232 2.6 244 2.6 0.372 7.5 LOS A 2.7 19.4 0.77 0.75 0.77 51.4
12 R2 238 0.0 251 0.0 0.315 11.6 LOS B 2.4 17.0 0.73 0.76 0.73 47.7
12u U 90 1.1 95 1.1 0.315 13.9 LOS B 2.4 17.0 0.73 0.76 0.73 42.9
Approach 637 1.1 671 1.1 0.372 9.9 LOS A 2.7 19.4 0.75 0.75 0.75 48.8
All 2269 1.7 2388 1.7 0.465 9.9 LOS A 3.8 27.0 0.80 0.78 0.80 50.5
Vehicles
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Friday, 7 October 2022 6:27:32 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9
The text continues on page 86.