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Appendix E - Traffic Impact Assessment Report
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DATE
CONTACT
STEVE WILLIAMS
13 November, 2018
Medical Centre - Hoffman Drive, Noosaville
Traffic Impact Assessment
For Ribarja Property Pty. Ltd. c/- Thomson Adsett Pty. Ltd.
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Full text of sections 2 to 45 (of 75)
Section 2
TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 CONTEXT OF DEVELOPMENT SITE 2 2.1 DEVELOPMENT SITE 2 2.2 SURROUNDING LAND USE 3 2.3 SURROUNDING ROAD NETWORK 3 2.4 PUBLIC TRANSPORT NETWORK 6 2.5 ACTIVE TRANSPORT NETWORK 8 2.6 FUTURE ROAD UPGRADES 8 3.0 DETAILS OF PROPOSED DEVELOPMENT 10 3.1 PROPOSED DEVELOPMENT 10 3.2 ACCESS ARRANGEMENTS 11 3.3 CARPARK REQUIREMENTS 13 3.4 INTERNAL PARKING DESIGN 13 3.5 SERVICING ARRANGEMENTS 14 3.6 BICYCLE AND PEDESTRIAN PROVISION 15 4.0 IMPACT ASSESSMENT 16 4.1 BACKGROUND TRAFFIC 16 4.2 TRIP GENERATION 16 4.3 TRIP DISTRIBUTION 17 4.4 DEVEOPMENT SCENARIOS 18 4.5 INTERSECTION ANALYSIS 19 5.0 CONCLUSION 27 Ref: B18254TR001_revB - i - Medical Centre – Hofmann Drive, Noosaville
Section 3
APPENDIX A
ARCHITECTURAL DRAWINGS
APPENDIX B
SWEPT PATH ASSESSMENT
APPENDIX C
TRAFFIC COUNT DATA
APPENDIX D
SIDRA OUTPUTS
Document Control Page
Revision Date Description Author Verifier Approver Signature
A 30/10/2018 DRAFT RT MB MB
B 13/11/2018 FINAL RT MB MB
Ref: B18254TR001_revB - ii - Medical Centre – Hofmann Drive, Noosaville
Section 4
1.0 INTRODUCTION Lambert & Rehbein (SEQ) Pty Ltd has been commissioned by Ribarja Property Pty Ltd to undertake a Traffic Assessment of the proposed development of a Medical Centre located on Hofmann Drive, Noosaville. The development site is formally described as Lots 6/SP264847 & 7/SP264847. The proposed multi-story Medical Centre has a total GFA of 6388.18m2 and includes car parking. The proposed site layout is displayed in the drawings prepared by Thomson Adsett Pty Ltd, are included in Appendix A. The development site has a total area of 8000m2 and has frontage along Hofmann Drive. The report includes an assessment of the potential impact that the proposed development could have on the surrounding external road network, servicing arrangements and car parking. The report has been compiled in a clear and concise manner and is set out as follows: Section 2 discusses the existing land use and traffic arrangements in the vicinity of the proposed development site. Section 3 provides details of the proposed development, including an assessment of the site layout, access arrangements and servicing arrangements. Section 4 displays the calculations and assumptions used to establish the forecast generation and distribution of the proposed development traffic. This section also discusses any infrastructure improvements that may be required as a result of the proposed development. Section 5 summarises the key outcomes of the traffic investigations. Lambert & Rehbein has derived the data in this report primarily from the data provided by the Client, and a site investigation undertaken in September 2018. This report has been prepared on behalf of and exclusive use of the Client, and is subject to and issued in connection with the provisions of the agreement between Lambert & Rehbein and the client. Lambert & Rehbein accepts no liability or responsibility whatsoever for or in respect of any use of or reliance upon this report by any third party. Ref: B18254TR001_revB - 1 - Medical Centre – Hofmann Drive, Noosaville
Section 5
2.0 CONTEXT OF DEVELOPMENT SITE
This section of the report describes the context of the proposed development and includes a
description of the existing road network, adjacent land uses, and existing public transport facilities
servicing the site.
2.1 DEVELOPMENT SITE
The proposed development site in the context of the surrounding road network and the linkages
to the external network is shown in Figure 2-1 below.
Figure 2-1 Proposed Development Site Location
The proposed development site is located on 36 & 42 Hofmann Drive, Noosaville at the sites
formerly known as Lot 6/SP264847 & 7/SP264847 and is zoned as a Shire Business Centre as
per the Noosa Council Noosaville Zone Map shown in Figure 2-2.
Ref: B18254TR001_revB - 2 - Medical Centre – Hofmann Drive, Noosaville
Section 6
Figure 2-2 Noosaville Zone Map 2.2 SURROUNDING LAND USE The site is located within an industrial subdivision with a shared access easement. These neighbouring lots are generally warehouse uses. There is vacant lot to the north of the site while to the south and west of the site is predominately industrial uses. The Noosa Civic Shopping Centre is directly east of the site. 2.3 SURROUNDING ROAD NETWORK Inspection of the land use, road condition, intersection characteristics, public transport facilities, pedestrian access, and cyclist provisions surrounding the proposed development site was undertaken in September 2018. This was completed to collect information about the road network operation, safety characteristics, public transport network and specific network / land-use factors potentially of influence to the proposed development. The surrounding road network is shown in Figure 2-3. Ref: B18254TR001_revB - 3 - Medical Centre – Hofmann Drive, Noosaville
Section 7
Figure 2-3 Surrounding Road Network
2.3.1 HOFMANN DRIVE
The site gains access via Hofmann Drive, which follows the eastern frontage of the site, is
classified as a minor road under the jurisdiction of Noosa Council. Hofmann Drive has the
following characteristics:
Sealed, median divided two-lane, two-way urban road;
Kerb and channel on both sides of the carriageway;
Bicycle lanes in both directions; and
No posted speed limit, assume 50 km/h speed limit.
The general form of Hofmann Road at the site frontage is shown in Figure 2-4.
Ref: B18254TR001_revB - 4 - Medical Centre – Hofmann Drive, Noosaville
Section 8
Figure 2-4 Hofmann Drive at the Site Frontage
2.3.2 RENE STREET
The site also gains access via Rene Street, which is classified as a minor road under the
jurisdiction of Noosa Council, and has the following characteristics.
Sealed, median divided, two-lane, two-way urban road;
Kerb and channel on both sides of the carriageway;
Bicycle lanes in both directions; and
No posted speed limit, assume 50 km/h speed limit.
The general form of Rene Street at the site frontage is shown in Figure 2-5.
Figure 2-5 Rene Street at the Site Frontage
Ref: B18254TR001_revB - 5 - Medical Centre – Hofmann Drive, Noosaville
Section 9
2.3.3 EENIE CREEK ROAD
Eenie Creek Road, which links Hofmann Drive to the wider road network north of the site, is
classified as a major road under the jurisdiction of Noosa Council and has the following
characteristics.
Sealed median divided four-lane, two-way urban road;
Kerb and channel on both sides of the carriageway;
Bicycle lanes in both directions; and
Posted speed limit of 60 km/h.
The general form of Eenie Creek Road is shown in Figure 2-6.
Figure 2-6 Eenie Creek Road
2.4 PUBLIC TRANSPORT NETWORK
The proposed development site is within the walking catchment (400m) of the Translink bus stop
at the Noosa Civic Shopping Centre, as shown in Figure 2-7. This bus stop is serviced by the
routes detailed in Table 2-1.
Ref: B18254TR001_revB - 6 - Medical Centre – Hofmann Drive, Noosaville
Section 10
Figure 2-7 Surrounding Public Transport
Table 2-1 Translink Bus Services
Translink Bus
Stop Bus Route # Service Route
Maroochydore, Airport, Coolum, Peregian Spgs, Noosa Junction - North
622
Noosa Junction, Peregian Spgs, Coolum, Airport, Maroochydore - South
Parklands, Tewantin, Noosa Civic, Noosa Junction - East
628
Noosa Junction, Noosa Civic, Tewantin, Parklands - West
#301499
Tewantin, Noosa Civic, Noosa Heads, Noosa Junction - East
629
Noosa Junction, Noosa Heads, Noosa Civic, Tewantin - West
Cooran, Pomona, Cooroy, Tewantin, Noosa Civic, Noosa Junction - East
632
Noosa Junction, Noosa Civic, Tewantin, Cooroy, Pomona, Cooran - West
Ref: B18254TR001_revB - 7 - Medical Centre – Hofmann Drive, Noosaville
Section 11
2.5 ACTIVE TRANSPORT NETWORK
As shown in Figure 2-7, the development site is well serviced by pathways and on-road bicycle
lanes at the site frontage. The wider area is also well serviced by active transport facilities.
Figure 2-8 Surrounding Active Transport Network
2.6 FUTURE ROAD UPGRADES
Review of Noosa Council’s Plans for Trunk Infrastructure – Transport has identified a number of
potential road and pathway upgrades in the vicinity of the site, as seen in Figure 2-9. The
schedule of future works for these upgrades are shown in Table 2-2, however, detailed
information about the planned upgrades is unavailable. It should be noted that there are no plans
for infrastructure upgrades at the site’s frontage.
Ref: B18254TR001_revB - 8 - Medical Centre – Hofmann Drive, Noosaville
Section 12
Figure 2-9 Plans for Future Trunk Infrastructure - Transport
Table 2-2 Schedule of Works
Map Trunk Infrastructure Estimated Establishment
Reference Timing Cost
R-10 Walter Hay Dr / Eenie Creek Rd (Noosaville) Upgrade 2021-2026 $681,869
roundabout capacity
PW-15 Rene Street, Noosaville Connection of missing Link 2021-2026 $57,757
PW-16 Hoffman Drive, Noosaville Connection of missing Link 2021-2026 $40,531
Ref: B18254TR001_revB - 9 - Medical Centre – Hofmann Drive, Noosaville
Section 13
3.0 DETAILS OF PROPOSED DEVELOPMENT
This section of the report describes the nature of the proposed development, provides a review of
the proposed access, car park provision and includes an assessment of the internal circulation
and servicing arrangement.
3.1 PROPOSED DEVELOPMENT
The proposed development is for a multi-story medical centre with a GFA of 6388.18m2. The
proposed development includes both a basement level carpark and a multi-deck carpark at the
rear of the lot. It is understood that the proposed medical centre will have tenancies for a variety
of allied health practices. The site plan for the proposed development is shown in Figure 3-1.
Figure 3-1 Site Layout
The development gains access via the existing crossovers and internal access easement that
links the neighbouring lots. The proposed site layout, prepared by Thomson Adsett, is included in
Appendix A.
Ref: B18254TR001_revB - 10 - Medical Centre – Hofmann Drive, Noosaville
Section 14
3.2 ACCESS ARRANGEMENTS
The proposed development will provide access at two (2) locations – the northern access and the
southern access, as shown in Figure 3-2. These access link the external road network to the
internal access easement.
Figure 3-2 Access Provisions
3.2.1 NORTHERN ACCESS
The northern access is configured as a left-in / left-out access with a crossover approximately
7.75m wide at the property boundary. The access is set at an angle to Hofmann Drive, making it
difficult for vehicles to enter the site without conflicting with vehicles exiting the site. Due to these
limitations, it has been proposed that changes be made to the access configuration.
The new access configuration will be left-in / left-out configuration with an auxiliary left-turn lane.
The new access configuration is shown in Figure 3-3.
Ref: B18254TR001_revB - 11 - Medical Centre – Hofmann Drive, Noosaville
Section 15
Figure 3-3 Northern Access Configuration 3.2.2 SOUTHERN ACCESS The southern access is an all-movements access with a 21.5m wide crossover and a right-turn lane from Rene Street. No modifications have been proposed for this access. 3.2.3 INTERNAL ACCESS ROAD The internal access road is a two-way, two-lane private road that connects the site and the neighbouring properties to Hofmann Drive and Rene Street. The concrete pavement varies in width from approximately 7.5m to approximately 13.5m and does not have kerbs and channelling. Ref: B18254TR001_revB - 12 - Medical Centre – Hofmann Drive, Noosaville
Section 16
3.3 CARPARK REQUIREMENTS
Table 3-1 outlines the parking requirements for the proposed development as per Noosa
Council’s Noosa Planning Scheme Part 14 Division 13 - Driveways and Carparking Code. As per
the Noosa Planning Scheme, parking requirements are calculated based on a building’s use
area, which the scheme defines as the sum of the area of the premises (exclusive of all walls and
columns), including all storeys, used or intended for use for a particular purpose. The proposed
development has a use area of 5,704m2.
Table 3-1 Carparking Requirement
Minimum Parking
Use Parking Rate Required Use Area Parking Supply
Requirement
1 space per 20m2, or part thereof, of 280 standard bays
Type 2
use area; OR 3 spaces per medical 5,704m² 286 + 34 motorcycle
Medical
practitioner whichever is greater bays
As summarised in Table 3-1, the total minimum parking requirements for the proposed site is 286
parking spaces. The proposed development site plans shows allowance for 280 standard parking
spaces and 34 motorcycle spaces. As per the Noosa Planning Scheme Policy 26: Motorcycle and
Scooter Parking Table 14, Motorcycle parking spaces may be provided in lieu of standard parking
spaces at a rate of 1:4. Therefore, the proposed development has a parking supply of 288
parking spaces, resulting in a surplus of two (2) parking spaces.
3.4 INTERNAL PARKING DESIGN
Table 3-2 identifies the characteristics of the proposed parking areas with respect to the
AS2890.1 requirements as stipulated in the Noosa Planning Scheme. The last column identifies
the compliance of each design aspect.
Table 3-2 Car Park Design Review
AS2890.1 Proposed
Design Aspect Compliance
Requirement Provision
Parking Modules
Parking Bay Length
5.4m 5.4m Compliant
- Standard Bay
Parking Bay Width
2.4m 2.6m Compliant
- Standard Bay
Ref: B18254TR001_revB - 13 - Medical Centre – Hofmann Drive, Noosaville
Section 17
AS2890.1 Proposed
Design Aspect Compliance
Requirement Provision
Parking Bay Length
5.4m 5.4m Compliant
- PWD Bay
Parking Bay Width 2.4m + 2.4m 2.6m + 2.6m
Compliant
- PWD Bay shared zone shared zone
Parking Aisle Width
5.8m 6.2m Compliant
-Basement
Parking Aisle Width
5.8m 6.2m Compliant
- Ground Level
Parking Aisle Width
5.8m 6.2m Compliant
- Level 1
NA as turn-around
Parking Aisle Extension 1m bays 2.4m wide are Compliant
provided
Clearance to Wall 0.3m 0.3m (min) Compliant
Ramp Design
Ramp Grade 1:4 (25%) (max.) 1:8 (12.5%) Compliant
5.5m (two-way, one
Ramp Width lane) + 0.6m 6.75m (min) Compliant
clearance
As shown in Table 3-2, the internal parking design is generally in compliance with AS2890.1 and,
as such, the Noosa Planning Scheme requirements.
3.5 SERVICING ARRANGEMENTS
The proposed development is primarily to be services by heavy rigid vehicles (HRV) and medium
rigid vehicles (MRV) for the delivery of materials and equipment. Occasional access will also be
required for a front loading refuse collection vehicle (RCV).
It is understood that all service vehicles will access and egress from the site via the southern
access onto Rene Street.
Both the bin storage and the loading dock are located within the building, on the south-east
corner. A swept path assessment has been undertaken to demonstrate the manoeuvrability of the
HRV, MRV, and RCV accessing and egressing the loading dock. All vehicles were able to
Ref: B18254TR001_revB - 14 - Medical Centre – Hofmann Drive, Noosaville
Section 18
manoeuvre within the site without issue. The swept path assessment has been included in
Appendix B.
3.6 BICYCLE AND PEDESTRIAN PROVISION
The proposed development is well served by pedestrian links, with three pathways connecting the
site with the wider active transport network.
The location and quantity of bicycle parking spaces has yet to be nominated on the architectural
plans. As per the Noosa Planning Scheme, bicycle parking for all commercial uses is to be
provided at a rate of 1 parking space per 50m2 of GFA. As such, the development will require 128
bicycle parking spaces. These should be located near the pedestrian pathway which runs along
the northern boundary of the site. Cyclists would then have easy access, via the stairwell, to the
basement level where the end of trip facilities are located.
The end of trip facilities are located on the basement level, adjacent to the lifts. As per the Noosa
Planning Scheme, these facilities are to provide facilities at the following rates:
1 locker per 2 bicycle parking spaces; and
1 shower cubicle with ancillary change rooms per 10 bicycle spaces or part thereof.
Based on these rates, the proposed development is to provide 64 lockers and 13 shower
cubicles.
Ref: B18254TR001_revB - 15 - Medical Centre – Hofmann Drive, Noosaville
Section 19
4.0 IMPACT ASSESSMENT
This section of the report provides details of the potential impact that the development generated
traffic volumes could have on the operation of the surrounding road network, in particular, key
intersections in the vicinity of the proposed development site during the AM and PM peak periods.
4.1 BACKGROUND TRAFFIC
Vehicle movement survey data was collected on Tuesday 18 September 2018 for the Hofmann
Drive / Rene Street roundabout. The traffic count was collected from 6:00 AM to 9:00 AM and
from 2:00 PM to 6:00 PM and presented in 15 minute and hourly periods.
The AM and PM peak hours were as follows:
AM Peak: 8:00 AM to 9:00 AM;
PM Peak: 3:30 PM to 4:30 PM.
A summary of the traffic survey data is shown in Figure 4-1, with detailed traffic survey data
included in Appendix C.
Figure 4-1 Peak Hour Traffic Count Data
4.2 TRIP GENERATION
The expected traffic generation for the proposed development site has been estimated using trip
generation rates from the RMS Guide to Traffic Generating Developments. This guide indicates
Ref: B18254TR001_revB - 16 - Medical Centre – Hofmann Drive, Noosaville
Section 20
for an extended hours medical centre an AM peak hour traffic generation of 10.4 vehicles per
hour per 100 m2 GFA and a PM peak hour traffic generation of 8.8 vehicles per hour per 100 m 2
GFA.
The traffic generation rates and directionality of movements adopted for the analysis of the
proposed development impacts are shown in Table 4-1 below.
Table 4-1 Generation Rates and Directionality
Generation Rate (trips/100 GFA) Directionality (% in/out)
Land Use AM PM AM PM
Extended hours
10.4 8.8 50% in – 50% out 50% in – 50% out
Medical Centre
Based on the above guidelines and assumptions, the estimated traffic generated by the proposed
development is shown in Table 4-2 below.
Table 4-2 Development Traffic Generation
Gross Floor
AM AM Peak AM Peak PM PM Peak PM Peak
Land Use Area (GFA
Movements (in) (out) Movements (in) (out)
m2)
Extended
hours
6388.18 666 333 333 564 282 282
Medical
Centre
As shown in Table 4-2 above, the proposed medical centre development is anticipated to
generate a total of approximately 666 two-way trips during the AM and 564 two-way trips in the
PM peak periods.
4.3 TRIP DISTRIBUTION
Consideration has been given to the development location and the surrounding network and it is
expected that the vast majority of trips (90%) are anticipated to travel to and from the site via the
higher order roads north of the development site such as Eenie Creek Road. The remaining
proportion of trips (10%) are anticipated to travel to and from the site via Rene Street, south of the
development site.
Consideration has been given to which access vehicles are likely to use to access and egress the
site. It is expected that a 50% split of vehicles coming from the north via Hofmann Drive will elect
to perform a U-turn at the Hofmann Drive / Rene Street roundabout to enter in the northern
access driveway, while the remaining 50% of trips will elect to turn right at the roundabout onto
Rene Street and enter the site via the southern access. It is also expected that 100% of vehicles
Ref: B18254TR001_revB - 17 - Medical Centre – Hofmann Drive, Noosaville
Section 21
travelling from the south (Rene Street) to the development site will enter the southern access
driveway.
Consideration has also been given to vehicles leaving the site. It is anticipated that the majority of
trips (90%) will travel north, back, onto Hofmann Drive and Eenie Creek Road, and will therefore
leave the site via the northern access driveway. It is anticipated that the remaining trips (10%) will
travel south, via Rene Street, and will exit the development via the southern access.
The distribution of the development generated traffic is shown graphically in Figure 4-2.
Figure 4-2 Development Traffic Distribution
4.4 DEVEOPMENT SCENARIOS
For the purpose of assessing the future traffic demand, an annual growth rate of 2% per annum
has been adopted. It has been identified that there are four (4) assessment scenarios for the road
network performance and are as follows:
Opening year (2022) traffic scenario. This analysis incorporates the 2% annual growth
rate to predict the future background traffic volumes;
Opening year (2022) background traffic with the development generated traffic volumes;
Future year design horizon (2032) background traffic scenario. This analysis again
incorporates the 2% annual growth rate to predict the future background traffic volumes;
and
Future year design horizon (2032) background traffic with the development generated
traffic volumes.
Ref: B18254TR001_revB - 18 - Medical Centre – Hofmann Drive, Noosaville
Section 22
4.5 INTERSECTION ANALYSIS
4.5.1 HOFMANN DRIVE / RENE STREET ROUNDABOUT
The SIDRA Intersection software has been used to assess the performance of the Hofmann Drive
/ Rene Street roundabout as a single site. The layout of the Hofmann Drive / Rene Street
roundabout is shown in Figure 4-3.
Figure 4-3 Hofmann Drive / Rene Street Roundabout
The following SIDRA parameters have been applied to the model:
A Saturation Flow of 1,950 through car units per hour;
A Peak Flow Period of 30 minutes, with a conservative Peak Flow Factor of 95%; and
Gap acceptance parameters based on relevant Austroads Guidelines.
The results for the analysis of the background traffic and with development traffic scenarios for
the Hofmann Drive / Rene Street roundabout in the opening year (2022) have been summaries in
Table 4-3. Detailed SIDRA outputs have been included in Appendix D.
Ref: B18254TR001_revB - 19 - Medical Centre – Hofmann Drive, Noosaville
Section 23
Table 4-3 SIDRA Outputs – Opening Year (2022)
AM Peak PM Peak
95% 95%
Scenario Approach Avg Back Avg Back
DoS Delay LoS of DoS Delay LoS of
(s) Queue (s) Queue
(m) (m)
Hofmann Drive (South) 0.02 5.6 A 0.8 0.01 5.9 A 0.5
Shopping Centre Access
2022 0.02 8.3 A 0.4 0.01 8 A 0.3
(East)
Background
Hofmann Drive (North) 0.15 8.6 A 6.3 0.16 8.5 A 7.1
Traffic Volumes
Rene Street (East) 0.18 4.1 A 8.6 0.22 4 A 10.5
Intersection Summary 0.18 6.3 A 8.6 0.22 5.9 A 10.5
Hofmann Drive (South) 0.03 7.6 A 1.1 0.03 7.3 A 0.59
2022 Shopping Centre Access
Background 0.02 9.3 A 0.5 0.02 9.1 A 0.5
(East)
Traffic Volumes
Hofmann Drive (North) 0.34 9.4 A 18.7 0.31 9.4 A 16.4
+ Development
Traffic Volumes Rene Street (East) 0.23 5.3 A 10.7 0.22 5.1 A 10.3
Intersection Summary 0.34 8.1 A 18.7 0.31 9.7 A 16.4
The results displayed in Table 4-3 indicate that the roundabout will theoretically operate within
the practical capacity of a roundabout (DoS <0.85) for both the background traffic and with
development traffic scenarios. All delays are within the acceptable limits, with all legs scoring LoS
A. Queues were found to also be within acceptable limits and are not anticipated to impact the
surrounding intersections. Therefore, it can be concluded that the development will not adversely
impact the performance of the Hofmann Drive / Rene Street roundabout in 2022.
The results for the analysis of the background traffic and with development traffic scenarios for
the Hofmann Drive / Rene Street roundabout in the future design horizon year (2032) have been
summaries in Table 4-4. Detailed SIDRA outputs have been included in Appendix D.
Ref: B18254TR001_revB - 20 - Medical Centre – Hofmann Drive, Noosaville
Section 24
Table 4-4 SIDRA Outputs - Future Year Design Horizon (2032)
AM Peak PM Peak
95% 95%
Scenario Approach Avg Back Avg Back
DoS Delay LoS of DoS Delay LoS of
(s) Queue (s) Queue
(m) (m)
Hofmann Drive (South) 0.02 5.8 A 0.9 0.02 6 A 0.7
Shopping Centre
0.01 8.5 A 0.4 0.02 8.2 A 0.3
Access (East)
2032 Background
Traffic Volumes Hofmann Drive (North) 0.18 8.6 A 7.8 0.20 8.5 A 8.8
Rene Street (East) 0.22 4.1 A 10.8 0.27 4 A 13.5
Intersection Summary 0.22 6.3 A 10.8 0.27 6 A 13.5
Hofmann Drive (South) 0.03 7.9 A 1.3 0.02 7.8 A 0.9
Shopping Centre
2032 Background 0.02 9.6 A 0.6 0.02 9.1 A 0.5
Access (East)
Traffic Volumes +
Development Hofmann Drive (North) 0.37 9.4 A 21.2 0.36 9.2 A 20.6
Traffic Volumes Rene Street (East) 0.28 5.3 A 13.3 0.34 5.0 A 16.8
Intersection Summary 0.37 8.0 A 21.2 0.36 7.5 A 20.6
The results presented in Table 4-4 indicate that the roundabout will theoretically operate within
the practical capacity of a roundabout (DoS<0.85) for both the background traffic and with
development traffic scenarios. All delays are within the acceptable limits, with all legs scoring LoS
A. Queues were found to also be within acceptable limits and are not anticipated to impact the
surrounding intersection. Therefore, it can be concluded that the development will not adversely
impact the performance of the Hofmann Drive / Rene Street roundabout in 2032.
It can be concluded that the development will, theoretically, not adversely impact the performance
of the Hofmann Drive / Rene Street roundabout in 2032.
4.5.2 NORTHERN SITE ACCESS
The SIDRA Intersection software has been used to assess the performance of the Hofmann Drive
/ Northern Access intersection as a single site. The layout of the Hofmann Drive / Northern
Access intersection is shown in Figure 4-4.
Ref: B18254TR001_revB - 21 - Medical Centre – Hofmann Drive, Noosaville
Section 25
Figure 4-4 Northern Site Access / Hofmann Drive Intersection
The following SIDRA parameters have been applied to the model:
A Saturation Flow of 1,950 through car units per hour;
A Peak Flow Period of 30 minutes, with a conservative Peak Flow Factor of 95%; and
Gap acceptance parameters based on relevant Austroads Guidelines.
The results for the analysis of the background traffic and with development traffic scenarios for
the Hofmann Drive / Northern Access intersection in the opening year (2022) have been
summaries in Table 4-5. Detailed SIDRA outputs have been included in Appendix D.
Ref: B18254TR001_revB - 22 - Medical Centre – Hofmann Drive, Noosaville
Section 26
Table 4-5 SIDRA Outputs – Opening Year (2022)
AM Peak PM Peak
95% 95%
Scenario Approach Avg Back Avg Back
DoS Delay LoS of DoS Delay LoS of
(s) Queue (s) Queue
(m) (m)
Hofmann Drive (South) 0.14 0.0 N/A 0.0 0.18 0.0 N/A 0.0
2022 Background Hofmann Drive (North) 0.11 0.0 N/A 0.0 0.13 0.0 N/A 0.0
Traffic Volumes Northern Site Access 0.01 6.3 A 0.0 0.01 6.6 A 0.0
Intersection Summary 0.14 0.0 N/A 0.0 0.18 0.0 N/A 0.0
Hofmann Drive (South) 0.14 2.1 N/A 0.0 0.14 1.9 N/A 0.0
2022 Background
Traffic Volumes + Hofmann Drive (North) 0.27 0.0 N/A 0.0 0.25 0.0 N/A 0.0
Development Northern Site Access 0.25 6.6 A 7.8 0.21 6.6 A 6.4
Traffic Volumes
Intersection Summary 0.27 2.3 N/A 7.8 0.25 2.2 N/A 6.4
The results presented in Table 4-5 indicate that the access will theoretically operate well within
the practical capacity for a priority controlled intersection (DoS < 0.8). The delays and queues are
well within acceptable limits, with the worst performing leg recording an average delay of 6.6s and
a queue of 7.8m. Therefore, it can be concluded that the development will not adversely impact
the performance of the Hofmann Drive / Northern Access intersection in 2022.
The results for the analysis of the background traffic and with development traffic scenarios for
the Hofmann Drive / Northern Access intersection in the future design horizon year (2032) have
been summaries in Table 4-6. Detailed SIDRA outputs have been included in Appendix D.
Table 4-6 SIDRA Outputs - Future Year Design Horizon (2032)
AM Peak PM Peak
95% 95%
Scenario Approach Avg Back Avg Back
DoS Delay LoS of DoS Delay LoS of
(s) Queue (s) Queue
(m) (m)
Hofmann Drive (South) 0.17 0.0 N/A 0.0 0.21 0.0 N/A 0.0
2032 Background Hofmann Drive (North) 0.14 0.0 N/A 0.0 0.16 0.0 N/A 0.0
Traffic Volumes Northern Site Access 0.01 6.5 A 0.0 0.01 6.9 A 0.0
Intersection Summary 0.17 0.0 N/A 0.0 0.21 0.0 A 0.0
Hofmann Drive (South) 0.17 1.8 N/A 0.0 0.21 1.4 N/A 0.0
2032 Background
Traffic Volumes + Hofmann Drive (North) 0.30 0.0 N/A 0.0 0.30 0.0 N/A 0.0
Development Northern Site Access 0.26 6.9 A 8.2 0.24 7.4 A 7.3
Traffic Volumes
Intersection Summary 0.30 2.2 N/A 8.2 0.30 2.0 N/A 7.3
Ref: B18254TR001_revB - 23 - Medical Centre – Hofmann Drive, Noosaville
Section 27
The results presented in Table 4-6 indicate that the access will theoretically operate well within
the practical capacity for a priority controlled intersection (DoS < 0.8). The delays and queues are
well within acceptable limits, with the worst performing leg recording an average delay of 7.4s and
a queue of 8.2m. Therefore, it can be concluded that the development will not adversely impact
the performance of the Hofmann Drive / Northern Access intersection in 2032.
4.5.3 SOUTHERN SITE ACCESS
The SIDRA Intersection software has been used to assess the performance of the Rene Street /
Southern Access intersection as a single site. The layout of the Rene Street / Southern Access
intersection is shown in Figure 4-5.
Figure 4-5 Southern Site Access / Rene Street Intersection
The following SIDRA parameters have been applied to the model:
A Saturation Flow of 1,950 through car units per hour;
A Peak Flow Period of 30 minutes, with a conservative Peak Flow Factor of 95%; and
Gap acceptance parameters based on relevant Austroads Guidelines.
Ref: B18254TR001_revB - 24 - Medical Centre – Hofmann Drive, Noosaville
Section 28
The results for the analysis of the background traffic and with development traffic for the Rene
Street / Southern Access intersection in the opening year (2022) have been summaries in Table
4-7. Detailed SIDRA outputs have been included in Appendix D.
Table 4-7 SIDRA Outputs – Opening Year (2022)
AM Peak PM Peak
95% 95%
Scenario Approach Avg Back Avg Back
DoS Delay LoS of DoS Delay LoS of
(s) Queue (s) Queue
(m) (m)
Rene Street (South) 0.13 0.1 N/A 0.0 0.17 0.1 N/A 0.0
2022 Background Rene Street (North) 0.09 1.2 N/A 0.9 0.12 0.3 N/A 0.2
Traffic Volumes Southern Site Access 0.01 6.6 A 0.2 0.17 6.9 A 0.9
Intersection Summary 0.13 0.8 N/A 0.9 0.17 0.7 N/A 0.9
Rene Street (South) 0.15 0.8 N/A 0.0 0.15 0.7 N/A 0.0
2022 Background
Traffic Volumes + Rene Street (North) 0.14 3.5 N/A 4.7 0.12 3.3 N/A 4.0
Development Southern Site Access 0.07 9.3 A 1.7 0.05 8.9 A 1.4
Traffic Volumes
Intersection Summary 0.15 2.8 N/A 4.7 0.15 2.6 N/A 4.0
The results presented in Table 4-7 indicate that the access will theoretically operate well within
the practical capacity for a priority controlled intersection (DoS < 0.8). The delays are well within
acceptable limits with the worst performing leg recording an average delay of 9.3s and all legs
scoring LoS A. Queues are also within acceptable limits with the worst performing leg, Rene
Street (North), resulting in a theoretical 95% back of queue of 4.7m, well within the storage
capacity of the right-turn lane. Therefore, it can be concluded that the development will not
adversely impact the performance of the Rene Street / Southern Access intersection in 2022.
The results for the analysis of the background traffic and with development traffic scenarios for
the Rene Street / Southern Access intersection in the future design horizon year (2032) have
been summaries in Table 4-8. Detailed SIDRA outputs have been included in Appendix D.
Ref: B18254TR001_revB - 25 - Medical Centre – Hofmann Drive, Noosaville
Section 29
Table 4-8 SIDRA Outputs - Future Year Design Horizon (2032)
AM Peak PM Peak
95% 95%
Scenario Approach Avg Back Avg Back
DoS Delay LoS of DoS Delay LoS of
(s) Queue (s) Queue
(m) (m)
Rene Street (South) 0.16 0.1 N/A 0.0 0.20 0.1 N/A 0.0
2032 Background Rene Street (North) 0.11 1.3 N/A 1.1 0.14 0.3 N/A 0.3
Traffic Volumes Southern Site Access 0.01 6.8 A 0.3 0.04 7.3 A 1.2
Intersection Summary 0.16 0.8 N/A 1.1 0.20 0.7 N/A 1.2
Rene Street (South) 0.18 0.7 N/A 0.0 0.22 0.4 A 0.0
2032 Background
Traffic Volumes + Rene Street (North) 0.16 3.4 N/A 5.2 0.14 2.5 N/A 3.8
Development Southern Site Access 0.08 10.1 B 1.9 0.09 9.4 A 2.1
Traffic Volumes
Intersection Summary 0.18 2.7 N/A 5.2 0.22 2.2 N/A 3.8
The results presented in Table 4-7 indicate that the access will theoretically operate well within
the practical capacity for a priority controlled intersection (DoS < 0.8). The delays are well within
acceptable limits, with the worst performing leg recording an average delay of 10.1s and a
resulting LoS B, with all other legs scoring LoS A. Queues are also within acceptable limits with
the worst performing leg, Rene Street (North), resulting in a theoretical 95% back of queue of
5.2m, well within the storage capacity of the right-turn lane. Therefore, it can be concluded that
the development will not adversely impact the performance of the Rene Street / Southern Access
intersection in 2032.
Based on the above assessments, it can be concluded that the proposed development will not
have an adverse impact on the surrounding traffic network in general, and the Hofmann Drive /
Rene Street intersection in particular.
Ref: B18254TR001_revB - 26 - Medical Centre – Hofmann Drive, Noosaville
Section 30
5.0 CONCLUSION Lambert & Rehbein (SEQ) Pty Ltd has been commissioned by Ribarja Property Pty Ltd to undertake a Traffic Assessment of the development of a Medical Centre located on the Lots formerly described as 6/SP264847 & 7/SP264847. The proposed multi-story Medical Centre has a total GFA of 6388.18m2 and includes car parking. The proposed site layout is displayed in the drawings prepared by Thomson Adsett Pty Ltd, are included in Appendix A. The development site has a total area of 8000m2 the current vacant lots have eastern frontage along Hofmann Drive. The proposed development site plans shows allowance for 280 standard parking spaces and 34 motorcycle spaces. As per the Noosa Planning Scheme Policy 26: Motorcycle and Scooter Parking, Motorcycle parking spaces may be provided in lieu of standard parking spaces at a rate of 1:4. Therefore, the proposed development has a parking supply of 288 parking spaces, resulting in a surplus of two (2) parking spaces. The internal parking design is generally in compliance with AS2890.1 and, as such, the Noosa Planning Scheme requirements. The proposed development gains access via an internal service road easement and two crossovers, the northern access gains access to Hofmann Drive and the southern access gains access to Rene Street. It is proposed that the configuration of the northern access be modified to include an auxiliary left-turn lane into the site. A swept path assessment has been undertaken and has been included in Appendix B. The assessment shows that a MRV, HRV, and RCV were able to manoeuvre within the site without issue. The potential impact of the proposed development on the external road network has been assessed in this report. The results of the assessment demonstrate that the development generated traffic will have a negligible impact on the Hofmann Drive / Rene Street roundabout, the Hofmann Drive / Northern Site Access intersection, and the Rene Street / Southern Access intersection. No traffic and transport engineering matters have been identified that should preclude approval of the proposed development at this location. Ref: B18254TR001_revB - 27 - Medical Centre – Hofmann Drive, Noosaville
Section 31
APPENDIX A ARCHITECTURAL DRAWINGS [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX A ARCHITECTURAL DRAWINGS
Section 32
MEDICAL CENTRE HOFMANN DRIVE , NOOSAVILLE - RIBARJA PROPERTY
DEVELOPMENT APPLICATION
DRAWING LIST PARKING AREA
DRAWING LIST - DA PARKING SCHEDULE (CARS) Area Schedule (GFA) breakdown
Bay Length Bay Width Description Count Name Area
DA-00.00 COVER SHEET
DA-10.11 SITE CONTEXT PLAN BASEMENT GROUND FLOOR
DA-21.10 BASEMENT FLOOR PLAN 5400 2600 Carpark Bay 135 South Building 925.33 m²
DA-21.20 GROUND FLOOR PLAN 5400 2600 Disabled Carpark Bay 5 North Building 1158.53 m²
DA-21.21 LEVEL 1 PLAN BASEMENT: 140 Foyer 174.43 m²
DA-21.22 LEVEL 2 PLAN GROUND FLOOR LEVEL 1
DA-21.30 ROOF PLAN 5400 2600 Carpark Bay 66 South Building 1039.60 m²
DA-30.10 ELEVATIONS 5400 2600 Disabled Carpark Bay 1 North Building 1111.90 m²
DA-31.10 SECTIONS GROUND FLOOR: 67 LEVEL 2
DA-31.11 SECTIONS LEVEL 1 North Building 963.08 m²
DA-35.11 SHADOW DIAGRAMS 5400 2600 Carpark Bay 72 South Building 1015.31 m²
DA-40.05 STAGING PLAN 5400 2600 Disabled Carpark Bay 1 Grand total 6388.18 m²
DA-40.06 ANALYSIS PLANS LEVEL 1: 73
DA-41.01 PERSPECTIVE RENDERS Grand total: 280 (TOTAL REQUIRED DISABLE: 7)
DA-41.02 PERSPECTIVE RENDERS
PARKING SCHEDULE (MOTORCYCLES)
Description Count
BASEMENT
Motorcycle Bay 12
BASEMENT: 12
GROUND FLOOR
Motorcycle Bay 13
GROUND FLOOR: 13
LEVEL 1
Motorcycle Bay 9
LEVEL 1: 9
Grand total: 34
NOTE: 4 MOTORBIKE PLACES EQUAL 1 CAR PARK
34 MOTORBIKE PLACES EQUAL 8 CARPARKS
TOTAL CARPARKING BAYS: 288
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
COVER SHEET
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street @ A1 Rev.6
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-00.00 22.10.2018
Section 33
SITE PLAN
CONTEXT ANALYSIS
LOT DTAILS: LOT 6& 7
SP264847
AREA: 8,000 SQM
EXISTING SHOPPING CENTRE
E RE
DRIV 157
8
ST NE
67
ANN 38
ID EW
E HOFM RE
12
DRIV ET
RR VI
OR
N
CO BAN
N
FMA
UR
HO 9
7690 NG ZONE
DEEP PLANTI
6
EASEMENT
S I TE
ACC
E SS
RL 5.80 m
ONE
GREEN Z
FUTURE
WASTE
6 COLLECTION
PROPOSED SITE
95137
NORTHERN SOUTHERN
BUILDING BUILDING
RL 5.80 m RL 5.80 m
COMMERCIAL
71424
STORAGE
36 40 42
20 7SP264847 6SP264847 5SP264847
1SP222982 P MENT RL 5.70 m RL 5.70 m
DEVELO
FUTURE
6 RL 5.80 m
7 7
6
7 96223
INDUSTRIAL ZONE
1 EXISTING CONTEXT PLAN EASEMENT 2 PROPOSED CONTEXT PLAN
1 : 500 DA-30.10 1 : 500
PROPOSED SITE
100 m
0 10 20 30 50
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SITE CONTEXT PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 500 @ A1 Rev.5
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-10.11 22.10.2018
Section 34
BASEMENT
CARPARK
PARKING SCHEDULE (CARS) PARKING SCHEDULE (MOTORCYCLES)
Bay Length Bay Width Description Count Description Count
BASEMENT BASEMENT
5400 2600 Carpark Bay 135 Motorcycle Bay 12
5400 2600 Disabled Carpark Bay 5 BASEMENT: 12
BASEMENT: 140 GROUND FLOOR
GROUND FLOOR Motorcycle Bay 13
5400 2600 Carpark Bay 66 GROUND FLOOR: 13
5400 2600 Disabled Carpark Bay 1 LEVEL 1
GROUND FLOOR: 67 Motorcycle Bay 9
DA-30.10
LEVEL 1 LEVEL 1: 9
5400 2600 Carpark Bay 72 Grand total: 34 1
5400 2600 Disabled Carpark Bay 1
LEVEL 1: 73
Grand total: 280
R
ILDING OVE
LINE OF BU
LINE OF BUILDING OV
ER
STAIRS
SERVICES SERVICES
6200
6200
LIFT
DA-30.10
2
LIFT
BUILDING
SERVICES AND POOL
WATER END OF TRIP LOBBY
PLANT/STORE
STORAGE 82.16 m² RAMP FROM
GROUND LEVEL
6200 6200
STAIRS
RL 2.80 m
DA-30.10
STAIRS 4
STAIRS
7400
7400
FUTURE
DEVELOPMENT
5000
6200
6200
STAIRS
RAMP UP TO
SERVICES GROUND LEVEL
3
DA-30.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
BASEMENT FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.10 16.10.2018
Section 35
GROUND FLOOR PLAN A
DA-31.10
B
DA-31.10 DA-31.10
C
ENTRY AND GREEN FORECOURT TH
OTPA
FO
PARKING SCHEDULE (CARS) EXISTING TREE
Bay Length Bay Width Description Count
DRIVE
MANN DEEP PLANTING
HOF
BASEMENT FIRE HYDRANT
5400 2600 Carpark Bay 135 BOOSTER ZONE - BIO
5400 2600 Disabled Carpark Bay 5 RETENTION
S
BASEMENT: 140 HT SHRUB
LOW HEIG
GROUND FLOOR
5400 2600 Carpark Bay 66 EXISTING TREE
ATH
5400 2600 Disabled Carpark Bay 1 FOOTP
GROUND FLOOR: 67
21642
DA-30.10
LEVEL 1
LOW HEIGHT SHRUBS SITE ACCESS
1
5400 2600 Carpark Bay 72
5400 2600 Disabled Carpark Bay 1
E OF E A S EMENT
LEVEL 1: 73 BIKE WAY
MOBILE GENERATOR LIN
LOCATION ATH
Grand total: 280 6.00 FOOTP
10502
DROP-OFF ZONE
FOOTPATH
TRANSFORMER
FOR STORM WATER PROTECTION
LINE OF ROOF OVER OOF OVER
LINE OF R
1:100 SLOPE UP
BIN STORE
STAIRS
1016 6000 STAIRS
TENANCY 1 TENANCY 2
FUTURE CAFE 171.87 m² 111.77 m²
8000
WASTE -
GREEN ZONE 109.87 m² LOADING DOCK
PHARMACY 164.04 m²
421.27 m²
EXISTING BUILDING
1600
CONS.
104.11 m² FOYER LIFT
DA-30.10 RECEPTION/ HYDROTHERAPY
2 WAITING 51.46 m² 145.23 m²
83.40 m² RL 5.80 m
1600
GP CLINIC LIFT
1:8 SLOPE DOWN
TO BASEMENT
HYDRO- EXISTING
THERAPY
CONS. CONS.
1000 6016 STAFF R. MEETING R. CHANGE POOL BUILDING
46.98 m² 54.82 m² ROOM GYM
1600 1600 41.54 m² 44.45 m²
15 m² 265.37 m²
ADMIN
FUTURE 69.57 m² STAIRS
DEVELOPMENT ELECT. COMMS CHANGE
ROOM LOCKERS OFFICE
1600
7.38 m² 9.15 m² 14 m²
10 m² 10 m²
DA-30.10
K STAIRS 4
CARE TAKER
UNIT CONS.
6000
6000
STAIRS ARTIFICIAL TURF AND ARTIFICIAL TURF AND
43.59 m² 48.82 m² RAISED PLANTERS RAISED PLANTERS
D D
DA-31.11 FIRE CIRCULATION FOR DA-31.11
1000
1000
OUTDOOR WALKWAY OUTDOOR WALKWAY CARPARK & ACCESS
FIRE EXIT
FIRE EXIT
7.00 E
RAMP UP FROM BASEMENT RAMP UP TO LEVEL 1
E
APPROX. 1: 8 APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
DA-31.10 DA-31.10 DA-31.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
GROUND FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.12
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.20 16.10.2018
Section 36
LEVEL 1
TENANCIES
PARKING SCHEDULE (CARS)
Bay Length Bay Width Description Count
A B C
DA-31.10 DA-31.10 DA-31.10
BASEMENT
5400 2600 Carpark Bay 135
5400 2600 Disabled Carpark Bay 5
RI VE
NN D
BASEMENT: 140
OF MA
GROUND FLOOR
5400 2600 Carpark Bay 66
H
5400 2600 Disabled Carpark Bay 1
18627
13849
GROUND FLOOR: 67
NT
LEVEL 1 DA-30.10
E A S E ME SIT
EA
5400 2600 Carpark Bay 72 1
CCE
5400 2600 Disabled Carpark Bay 1 SS
LEVEL 1: 73 OF OR
O
Grand total: 280 LASS R LAR
G
SIMI
7108
BALCONY
BALCONY
BALCONY
BALCONY STAIRS
1600
FUTURE STAIRS
PATHOLOGY + 1600
CONSULTATION
GREEN ZONE 72.64 m² RADIOLOGY 1
TENANCY 3
132.44 m² VOID
221.70 m²
TENANCY 4
272.70 m² VOID
RECEPTION /
WAITING
50.01 m²
1600
1600
LIFT
DA-30.10 CONSULTATION CONSULTATION 1600
2 41.83 m² 46.90 m²
1600
RL 9.00 m RADIOLOGY 2 RADIOLOGY 3
TENANCY 5 LIFT
98.86 m² 95.84 m²
276.51 m²
EXISTING
TENANCY 6
BUILDING
1600
120.60 m² RADIOLOGY 5
110.62 m²
STAIRS BOH
OUTDOOR BRIDGE
61.23 m²
ELECT. COMMS.
1600
7 m² 8 m² DA-30.10
STAIRS 4
RADIOLOGY 4
FUTURE STAIRS 252.23 m²
7000
7000
TENANCY 7 VOID
DEVELOPMENT D 94.85 m²
VOID VOID D
DA-31.11 DA-31.11
AC PLANT AC PLANT
POSSIBLE CARPARK ROOF AT A FUTURE STAGE POSSIBLE CARPARK ROOF AT A FUTURE STAGE
RAMP UP FROM GROUND LEVEL
E VOID E
APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
INDUSTRIAL ZONE DA-31.10 DA-31.10 DA-31.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
LEVEL 1 PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.21 16.10.2018
Section 37
APPENDIX B SWEPT PATH ASSESSMENT [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX B SWEPT PATH ASSESSMENT
Section 38
DEEP PLANTING DEEP PLANTING
ZONE - BIO ZONE - BIO
RETENTION RETENTION
21642
21642
SITE ACCESS SITE ACCESS
ATH ATH
FOOTP FOOTP
FOR STORM WATER PROTECTION
FOR STORM WATER PROTECTION
1:100 SLOPE UP
1:100 SLOPE UP
UP BIN STORE UP BIN STORE
STAIRS STAIRS
TENANCY 2 TENANCY 2
111.77 m² 111.77 m²
8000
8000
WASTE - WASTE -
LOADING DOCK LOADING DOCK
164.04 m² 164.04 m²
1:8 SLOPE DOWN
1:8 SLOPE DOWN
TO BASEMENT
TO BASEMENT
EXISTING EXISTING
BUILDING BUILDING
GYM GYM
265.37 m² 265.37 m²
OFFICE OFFICE
10 m² 10 m²
DA-30.10 DA-30.10
STAIRS 4 STAIRS 4
UP UP
D D
DA-31.11 DA-31.11
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Section 39
DEEP PLANTING DEEP PLANTING
ZONE - BIO ZONE - BIO
RETENTION RETENTION
21642
21642
SITE ACCESS SITE ACCESS
ATH ATH
FOOTP FOOTP
FOR STORM WATER PROTECTION
FOR STORM WATER PROTECTION
1:100 SLOPE UP
1:100 SLOPE UP
UP BIN STORE UP BIN STORE
STAIRS STAIRS
TENANCY 2 TENANCY 2
111.77 m² 111.77 m²
8000
8000
WASTE - WASTE -
LOADING DOCK LOADING DOCK
164.04 m² 164.04 m²
1:8 SLOPE DOWN
1:8 SLOPE DOWN
TO BASEMENT
TO BASEMENT
EXISTING EXISTING
BUILDING BUILDING
GYM GYM
265.37 m² 265.37 m²
OFFICE OFFICE
10 m² 10 m²
DA-30.10 DA-30.10
STAIRS 4 STAIRS 4
UP UP
D D
DA-31.11 DA-31.11
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Section 40
DEEP PLANTING DEEP PLANTING
ZONE - BIO ZONE - BIO
RETENTION RETENTION
21642
21642
SITE ACCESS SITE ACCESS
ATH ATH
FOOTP FOOTP
FOR STORM WATER PROTECTION
FOR STORM WATER PROTECTION
1:100 SLOPE UP
1:100 SLOPE UP
UP BIN STORE UP BIN STORE
STAIRS STAIRS
TENANCY 2 TENANCY 2
111.77 m² 111.77 m²
8000
8000
WASTE - WASTE -
LOADING DOCK LOADING DOCK
164.04 m² 164.04 m²
1:8 SLOPE DOWN
1:8 SLOPE DOWN
TO BASEMENT
TO BASEMENT
EXISTING EXISTING
BUILDING BUILDING
GYM GYM
265.37 m² 265.37 m²
OFFICE OFFICE
10 m² 10 m²
DA-30.10 DA-30.10
STAIRS 4 STAIRS 4
UP UP
D D
DA-31.11 DA-31.11
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Section 41
APPENDIX C TRAFFIC COUNT DATA [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX C TRAFFIC COUNT DATA
Section 42
Job No. : Q2196
Client : Lambert and Rehbein
Suburb : Noosaville
Location : 1. Rene St / Hofmann Dr
Day/Date : Tue, 18th Sep 2018
Weather : Fine
Description : Classified Intersection Count
: Intersection Diagram
Hofmann Dr
Peds AM Peak 1 Peds AM Peak 0
1 0
Hour Starting Vehicle Type F PM Peak 0 E PM Peak 0
Total Total
Northbd Southbd
411 Selected 1 398 14 11 424
100% Hour & Vehicle Type 0% 94% 3% 3% 100%
N
234 (Vol) 1 178 9 4 192
AM Peak
57% (%) 1% 93% 5% 2% 45%
304 (Vol) 2 197 15 8 222
PM Peak
32% (%) 1% 89% 7% 4% 29%
Total 390 223 301 7 13 22 Total
Eastbd 100% 57% 33% 9U 9 8 7 32% 30% 100% Eastbd
Peds 372 214 288 10 Peds
2 0
G 95% 96% 96% D
AM Peak 0 11 3 5 11 AM Peak 0
AM PM
PM Peak 0 3% 1% 2% PM Peak 0
Peak Peak
3 3 5 12 (Vol) (Vol)
Shopping Centre
1% 1% 2% AM Peak 8:00 to 9:00 (%) (%)
Rene St
4 3 3 12U PM Peak 15:30 to 16:30 6U 0 0 0
1% 1% 1% 0% 0% 0%
AM PM 6 5 7 11
Peak Peak 83% 70% 65%
Peds (Vol) (Vol) 5 1 3 6 Peds
1 0
H (%) (%) 17% 30% 35% C
AM Peak 1 4 0 0 0 AM Peak 0
PM Peak 1 0% 0% 0% PM Peak 0
Total 415 185 208 1 2 3 3U 6 10 17 Total
Westbd 100% 45% 28% 35% 21% 100% Westbd
17 3 14 0 0 (Vol) 12
AM Peak
50% 18% 82% 0% 0% (%) 71%
12 5 7 0 0 (Vol) 20
PM Peak
34% 42% 58% 0% 0% (%) 41%
34 7 27 0 0 17
100% 21% 79% 0% 0% 100%
Total Total
Northbd Southbd
Peds AM Peak 1 Peds AM Peak 1
3 1
A PM Peak 1 B PM Peak 0
Hofmann Dr
Section 43
Job No. : Q2196
Client : Lambert and Rehbein
Suburb : Noosaville
Location : 1. Rene St / Hofmann Dr
Day/Date : Tue, 18th Sep 2018
Weather : Fine
Description : Classified Intersection Count
: Intersection Diagram
Hofmann Dr
Peds AM Peak 1 Peds AM Peak 0
0 4
Hour Starting Vehicle Type F PM Peak 0 E PM Peak 0
Total Total
Northbd Southbd
939 Selected 5 702 35 31 773
100% Hour & Vehicle Type 1% 91% 5% 4% 100%
N
234 (Vol) 1 178 9 4 192
AM Peak
57% (%) 1% 93% 5% 2% 45%
304 (Vol) 2 197 15 8 222
PM Peak
32% (%) 1% 89% 7% 4% 29%
Total 917 223 301 7 13 44 Total
Eastbd 100% 57% 33% 9U 9 8 7 32% 30% 100% Eastbd
Peds 882 214 288 10 Peds
1 2
G 96% 96% 96% D
AM Peak 0 13 3 5 11 AM Peak 0
AM PM
PM Peak 0 1% 1% 2% PM Peak 0
Peak Peak
13 3 5 12 (Vol) (Vol)
Shopping Centre
1% 1% 2% AM Peak 8:00 to 9:00 (%) (%)
Rene St
9 3 3 12U PM Peak 15:30 to 16:30 6U 0 0 0
1% 1% 1% 0% 0% 0%
AM PM 6 5 7 31
Peak Peak 83% 70% 66%
Peds (Vol) (Vol) 5 1 3 15 Peds
4 0
H (%) (%) 17% 30% 32% C
AM Peak 1 4 0 0 1 AM Peak 0
PM Peak 1 0% 0% 2% PM Peak 0
Total 740 185 208 1 2 3 3U 6 10 47 Total
Westbd 100% 45% 28% 35% 21% 100% Westbd
17 3 14 0 0 (Vol) 12
AM Peak
50% 18% 82% 0% 0% (%) 71%
12 5 7 0 0 (Vol) 20
PM Peak
34% 42% 58% 0% 0% (%) 41%
35 14 21 0 0 49
100% 40% 60% 0% 0% 100%
Total Total
Northbd Southbd
Peds AM Peak 1 Peds AM Peak 1
3 2
A PM Peak 1 B PM Peak 0
Hofmann Dr
Section 44
Hofmann Dr
9U 9 8 7
N
Job No. : Q2196 F E
Client : Lambert and Rehbein G D
Shopping Centre
Suburb : Noosaville
10 11 12 12U
6U
Rene St
Location : 1. Rene St / Hofmann Dr
6
5
4
Day/Date : Tue, 18th Sep 2018
Weather : Fine H C
Description : Classified Intersection Count A 1 2 3 3U B
: Peak Hour Summary Hofmann Dr
Grand Total
Approach Hofmann Dr Shopping Centre Hofmann Dr Rene St
Heavies
Heavies
Heavies
Heavies
Cyclists
Cyclists
Cyclists
Cyclists
Lights
Lights
Lights
Lights
Buses
Buses
Buses
Buses
Total
Total
Total
Total
Time Period
AM 8:00 to 9:00 17 0 0 0 17 3 3 0 0 6 183 8 0 1 192 208 15 0 0 223 438
PM 15:30 to 16:30 11 0 0 1 12 9 1 0 0 10 208 7 4 3 222 292 6 0 3 301 545
Grand Total
Approach Hofmann Dr Shopping Centre Hofmann Dr Rene St
Heavies
Heavies
Heavies
Heavies
Cyclists
Cyclists
Cyclists
Cyclists
Lights
Lights
Lights
Lights
Buses
Buses
Buses
Buses
Total
Total
Total
Total
Time Period
6:00 to 7:00 8 0 0 0 8 0 4 0 0 4 66 3 1 0 70 39 11 1 0 51 133
6:15 to 7:15 9 1 0 0 10 0 5 0 0 5 82 5 1 0 88 45 13 1 0 59 162
6:30 to 7:30 8 1 0 0 9 0 5 0 0 5 95 6 1 0 102 58 8 0 0 66 182
6:45 to 7:45 6 1 0 0 7 0 5 0 0 5 119 8 1 0 128 72 10 0 1 83 223
7:00 to 8:00 8 1 0 0 9 3 4 0 0 7 151 10 0 1 162 105 10 0 1 116 294
7:15 to 8:15 10 0 0 0 10 3 4 0 0 7 168 10 0 1 179 128 14 0 1 143 339
7:30 to 8:30 11 0 0 0 11 3 2 0 0 5 185 10 0 2 197 158 18 0 1 177 390
7:45 to 8:45 15 0 0 0 15 4 3 0 0 7 198 10 0 2 210 174 18 0 0 192 424
8:00 to 9:00 17 0 0 0 17 3 3 0 0 6 183 8 0 1 192 208 15 0 0 223 438
AM Totals 33 1 0 0 34 6 11 0 0 17 400 21 1 2 424 352 36 1 1 390 865
14:00 to 15:00 8 1 0 0 9 8 6 0 1 15 213 19 0 0 232 215 11 0 1 227 483
14:15 to 15:15 11 1 0 0 12 8 6 0 1 15 216 16 0 0 232 229 8 0 1 238 497
14:30 to 15:30 11 1 0 0 12 9 6 0 1 16 216 14 0 0 230 233 6 0 2 241 499
14:45 to 15:45 10 1 0 0 11 8 4 0 0 12 197 14 2 0 213 258 6 0 1 265 501
15:00 to 16:00 11 0 0 1 12 9 3 0 0 12 207 10 4 1 222 263 5 0 3 271 517
15:15 to 16:15 10 0 0 1 11 11 1 0 0 12 206 7 4 1 218 275 5 0 3 283 524
15:30 to 16:30 11 0 0 1 12 9 1 0 0 10 208 7 4 3 222 292 6 0 3 301 545
15:45 to 16:45 12 0 0 1 13 8 1 0 0 9 208 4 2 3 217 285 4 0 3 292 531
16:00 to 17:00 10 0 0 0 10 7 1 0 0 8 184 2 1 2 189 283 4 0 1 288 495
16:15 to 17:15 8 0 0 1 9 5 1 0 0 6 167 1 1 2 171 237 2 0 1 240 426
16:30 to 17:30 6 0 0 1 7 8 0 0 0 8 158 1 1 1 161 201 2 0 0 203 379
16:45 to 17:45 3 0 0 1 4 8 0 0 0 8 136 2 1 1 140 159 2 0 0 161 313
17:00 to 18:00 3 0 0 1 4 12 0 0 0 12 127 2 0 1 130 129 2 0 0 131 277
PM Totals 32 1 0 2 35 36 10 0 1 47 731 33 5 4 773 890 22 0 5 917 1,772
[OCR of page images]
Job No.
Client
Suburb
Location
Day/Date
Weather
Description
‘Approach
Time Period
am | 8:00
pm | 15:0
9:00
16:30|
02196
: Lambert and Rehbein
: Noosaville
21. Rene St / Hofmann Dr
: Tue, 18th Sep 2018
: Fine
: Classified Intersection Count
: Peak Hour Summary
Hofmann Dr
Rene St
Shopping Centre
Hofmann Dr
au
987
Hofmann Dr
Hofmann Dr
Shopping Centre
Rene St
aK
Traffic and Transport Data
Grand Total
Approach Hofmann Dr Shopping Centre Hofmann Dr Rene St g
&
2 9 # = 2 g 3 g = 2 g 3 = 2 g 2 = z
Time Period | 1.3/2] 1 s]/e]e 3] 3 zB1 a | 2| Ei 6
3 a £ 3 a c e 3 z a e 3 = a e
co w rofl « | o | o | o [| « | o | « [| o | o [ « [ ow ] a J a nm | 2 fu fa si | 133
eis to 7as{ 9 | 1 | o | o [| » | o | s | o | o | s | 2 | s | a aw fos [oa [a so | 162
630 to 730 1 | o fo | 9 s | o | o | s | | 6 | a az | ss | s | o os | 182
eas to 7as| 6 | 1 | 0 | o | 7 | o | s | o | o | 5 | us] 8 | 2 we | mn | 1 | o as | 23
oto eoo| 8 | 1 | 0 | 0 | 9 | 3 | « | o | o | 7 | 1 | 20 | 0 az [is | 10 | 0 us | 298
mas to is| 10 | 0 | 0 | o | | 3 | « | 0 | 0 | 7 | 1 | 10 | 0 as [ae | aa | o aaa | 339
wo tw é30{ u | o | o | o | a | 3 | 2 | o | o | 5s | ws | 20 | 0 a7 | se | as | o x77 | 390
mas to eas| as | o | o | o | a | a | 3 | 0 | o [ 7 | 18 | 20 | 0 no | i | as | o 192 | aa
soo two oof a | o | o | o | w | 3 | 3 | o | o { 6 | ws | s | 0 az | 22 | as | o ma | a8
amtotals | 33 | 1 | o | o | » | 6 | a | o | o | aw | ao | m | 2 ae | asz | as | 2 300 | 865
as00 to sof ¢ | 2 | o | o | 9 [| s | 6 | o [ a [ as | aa |] a | 0 2 [as | u | o m7 | aes
ais to isis) 1 | 1 | 0 | o | a | s | 6 | o | 1 | as | 26 | 16 | 0 22 | 20 | 8 | o ze | 497
1430 to 1530) 1 | 1 | 0 | o | a | s | 6 | o | 1 | a6 | a6 | 1a | 0 20 | 233 | 6 | o 2a | 499
aus to sas) 10 | 1 | o | o | a | s | « | o | o | a2 | a7 | aa | 2 aa | ae | 6 | o 26s | 501
1500 to 1600/1 | 0 | o | 1 | a | 9 | 3 | 0 | o | a2 | 27 | 10 | 4 2m [23 | 5 | o zm | si
tsas to 1635{ 10 | 0 | o | 1 | a | | 1 | o | o | a2 | 26 | 7 | 4 ne [2s | s | o 203 | 52a
1530 to 1630) | o | o | 1 | 2 | s | 1 | o | o | a | as |] 7 | @ 2m | 2 | 6s | o aor | 505
tsas to 1645) 12 | 0 | o | 1 | a | 8 | 1 | 0 | o | 9 | 2s | « | 2 nz | 2s | 4 | o 22 | 53
1600 to 1700) 10 | 0 | o | 0 | w | 7 | 1 | 0 | o | # | wa | 2 | 2 aso [23 | a | 0 zee | 495
asts to asl @ | o | o | 1 | 9 | s | a | o | o { 6 | wr | a | 2 am | a7 | 2 | o 2ao | a6
1630 to 130) 6 | 0 | o | 1 | 7 | 8 | o | o | o | # | ue | 1 | 2 aa [2 | 2 | 0 203 | 379
teas to was) 3 | o | o | 1 | @ | 8 | 0 | o | o { # | 6 | 2 | a ao | so | 2 | o asi | 313
soo to 1800/3 | 0 | o | 1 | « | a | o | o | o [ 2 | a | 2 | 0 a0 | ve | 2 | o at | 27
pmtotas | 2 | 1 | o | 2 | a | a | w | o [ a | @ [om] a | s ma | a0] 2 | 0 a7 | 177
Section 45
Hofmann Dr
9U 9 8 7
N
Job No. : Q2196 F E
Client : Lambert and Rehbein G D
Shopping Centre
Suburb : Noosaville
10 11 12 12U
6U
Rene St
Location : 1. Rene St / Hofmann Dr
6
5
4
Day/Date : Tue, 18th Sep 2018
Weather : Fine H C
Description : Classified Intersection Count A 1 2 3 3U B
: Pedestrian Data Hofmann Dr
Crossing Pedestrians
Direction
A B C D E F G H
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Time Period
Total
Total
Total
Total
Total
Total
Total
Total
Peds
Peds
Peds
Peds
Peds
Peds
Peds
Peds
6:00 to 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 to 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 to 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0
6:45 to 7:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 to 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 to 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 to 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0
7:45 to 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 to 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 to 8:30 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 to 8:45 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 to 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 1
AM Totals 3 0 3 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 0 1 1
14:00 to 14:15 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
14:15 to 14:30 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0
14:30 to 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
14:45 to 15:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 to 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:15 to 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:30 to 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:45 to 16:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:00 to 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
16:15 to 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:30 to 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
16:45 to 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:00 to 17:15 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:15 to 17:30 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
17:30 to 17:45 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0
17:45 to 18:00 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1
PM Totals 3 0 3 2 0 2 0 0 0 2 0 2 4 0 4 0 0 0 1 0 1 3 1 4
[OCR of page images]
Hofmann Dr
Job No. :Q2196 F uo 8 7 E
Client : Lambert and Rehbein ;
Suburb : Noosaville 2
Location : 1. Rene St / Hofmann Dr 5 é T ~
2
@ 2 ‘affic and Transport Data
Day/Date : Tue, 18th Sep 2018 £
Weather :Fine °
Description _: Classified Intersection Count
: Pedestrian Data Hofmann Dr
Crossing Pedestrians
Direction
Time Period
AM Totals
14:00 to 145
14:15 te 1430|
14:30 to 14:45
1445 to
15:00 to
15:5 to
15:30 to
15:45 to 16:09|
16:00 to 16:15
16:15 te 1630|
16:30 to 16.5
16:45 to 17:09
17:00 to 1748
ws te 1730|
17:30 to 17:48
17:45 te 18:09|
PM Totals
The text continues on section 46.