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Appendix D. Traffic Report
Attached to the e-mail Retail Bus Type 5 & Type 2 & Op Works -Proposal plans, Traffic report, Landscape Plans & Civil Eng Report - MCU17/0572 & OPW17/0611.
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Page 2
Proposed Service Station, 175 Eumundi Noosa Road, Noosaville 8 December 2017 Report Prepared for: NKS Corporation Pty Ltd
Page 3
Quality Assurance Register
Issue Description Prepared by Reviewed by Authorised by Date
a Draft Report SL, RB 01-12-2017
1 Final Report RB GR GR 07-12-2017
2 Final Report (Amended) RB GR 08-12-2017
Gerard Reardon
(RPEQ #17765)
Document Information
Project Name Eumundi Noosa Road (175), Noosaville
Document Version Final Report
Client NKS Corporation Pty Ltd
Job Number 6396
File Name 6396-TIA-001(2).docx
2017 MRCagney Pty Ltd ABN 11 093 336 504
This document and information contained herein is the intellectual property of MRCagney Pty Ltd and is solely for the use of MRCagney’s
contracted client. This document may not be used, copied or reproduced in whole or part for any purpose other than that for which it
was supplied, without the written consent of MRCagney. MRCagney accepts no responsibility to any third party who may use or rely upon
this document.
www.mrcagney.com
Page 4
Contents
1 Introduction ................................................................................................................................................ 1
2 Existing Conditions ..................................................................................................................................... 2
2.1 The Subject Site ................................................................................................................................................................. 2
2.2 Existing Road Network .................................................................................................................................................... 2
3 Proposed Development ............................................................................................................................. 3
3.1 Description ........................................................................................................................................................................... 3
3.2 Car Parking........................................................................................................................................................................... 4
3.2.1 Car Parking Requirement ............................................................................................................................... 4
3.2.2 Car Park Layout .................................................................................................................................................. 6
3.2.3 Service Vehicle Provisions.............................................................................................................................. 6
3.3 Road Widening................................................................................................................................................................... 6
4 Traffic Impact Assessment ......................................................................................................................... 7
4.1 Existing (2017) Traffic Volumes .................................................................................................................................... 7
4.2 Base Traffic Volumes ........................................................................................................................................................ 8
4.3 Proposed Development Traffic Generation ............................................................................................................ 8
4.4 Impact on External Road Network.............................................................................................................................. 9
4.5 Turning Warrants Assessment - Eumundi Noosa Road ...................................................................................10
5 Summary of Findings ............................................................................................................................... 13
Appendix A
Architectural Plans
Appendix B
MRCagney Figures
Appendix C
Traffic Volume Diagrams
Appendix D
Traffic Survey Data
Page 5
Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
1 Introduction
MRCagney has been commissioned by Asher Capital to undertake a traffic engineering assessment of a
proposed service station and convenience store to be located at 175 Eumundi Noosa Road, Noosaville
The opening year of the proposed development is anticipated to be 2019, therefore the critical design year for
traffic analysis purposes would be 2019, in line with the Department of Transport and Main Roads (DTMR) Guide
to Traffic Assessment (2017)1.
This report will accompany a Development Application to be lodged with the Noosa Shire Council, addressing
the following traffic-related issues:
The traffic impacts of the proposed development on the adjacent external road network;
The site access arrangement of the proposed development;
The recommended works on the external road network associated with the proposed development (if
required);
The car parking provision; and
The servicing arrangement.
A summary of the findings is included within Section 5 of this report.
1
“Guide to Traffic Impact Assessment (2017)”, DTMR.
1
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
2 Existing Conditions
2.1 The Subject Site
The proposed service station with convenience store will be located at 175 Eumundi Noosa Road, Noosaville.
There are currently two existing shop uses on the site, located at Lot 1 on RP131576; these will be demolished
and replaced by the proposed service station. Figure 2-1 below illustrates the site location in relation to the
surrounding road network. The subject site fronts and connects onto Eumundi Noosa Road as shown below.
Subject Site
Figure 2-1: Locality Plan
(Source: nearmap)
2.2 Existing Road Network
The characteristics of the roads surrounding the subject site are summarised in Table 2-1 below.
Table 2-1: Characteristics of the Surrounding Road Network
Road Characteristics (close to the site) Posted Speed Limit Direct Access Jurisdiction
Eumundi Noosa Road Divided four-lane, two-way 60 km/h Yes NSC
Rene Street Undivided two-lane, two-way 60 km/h No NSC
The configuration of Eumundi Noosa Road restricts the access to a left-in, left-out arrangement.
2
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
3 Proposed Development
3.1 Description
The proposed development includes a service station with a convenience store. The proposed site plan,
prepared by Nettleton Tribe, is included within Appendix A of this report. As illustrated on the site plan, a total
of 10 car parking spaces are proposed for the site. The service station will have two vehicular crossovers on
Eumundi Noosa Road (one left-in ingress and one left-out egress). All drivers would enter the site via the
western ingress (left-in), circulate clockwise through the site and leave the site via the eastern egress (left-out).
It is noted a bus stop currently located between the existing crossovers on the subject site will need to be
repositioned slightly.
The proposed accesses on Eumundi Noosa Road have been assessed against the design criterion of:
The Noosa Shire Council Business Use Code: Service Station; and
AS2890.1:2004 – Parking Facilities Part 1: Off Street Car Parking2.
Table 3-1 summarises the assessment of the accesses against the noted code and standard. As indicated within
Table 3-1, the design of the proposed accesses along Eumundi Noosa Road generally complies with, or provides
acceptable solutions to, the NSC Planning Scheme and relevant Australian Standards.
Table 3-1: Design Characteristics of Accesses
Design Eumundi Noosa Road Eumundi Noosa Road
Criteria
Characteristic (Ingress) (Egress)
Separation available 39m
Separation
from other Planning Scheme requirement 12m
Intersection
Compliant? Complies
Separation available ~24
Separation
between Planning Scheme requirement 14m
accesses
Compliant? Complies
Proposed crossover type 9m ingress 9m egress
Road frontage Major road Major road
Crossover
design Planning Scheme requirement ≥8m
(Table 14-15 Specific Outcome 86) Access facility category 2
AS2890.1-2004 Entry width 6.0m to 9.0m (combined with exit)
2
“AS2890.1:2004 – Parking Facilities Part 1: Off Street Car Parking”, Standards Australia.
3
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Design Eumundi Noosa Road Eumundi Noosa Road
Criteria
Characteristic (Ingress) (Egress)
Number of car parking spaces likely
10 spaces 10 spaces
to use access
Design vehicle AV AV
Complies.
Compliant? The widths of the proposed crossovers are larger than the
crossover width specified within the Noosa Planning Scheme
and AS2890.1.
Sight distance available N/A >200m
Posted speed limit N/A 60km/h
Sight distance
AS requirement N/A 92m
Compliant? N/A Complies
3.2 Car Parking
3.2.1 Car Parking Requirement
Table 3-2 below summarises the parking requirements for the proposed service station outlined in the Noosa
Shire Council Planning Scheme3. The Planning Scheme calls for the provision of 12 spaces.
Table 3-2: Car Parking Requirements
Council Requirements (rounded to an integer)
Type of Land Use Units
Car Parking Rate Spaces
4 spaces per service bay, with a minimum
Service Station No service bays 5
of 5 spaces provided
1 space per 20m2, or part thereof, of use
5
area for areas up to 100m2 (excluding
outdoor dining area); and
Shop 123m2 GFA
1 space per 15m2, or part thereof, of use
area for areas in excess of 100m2
2
(excluding outdoor dining area).
Total 12
3
“The Noosa Plan 2006”, Noosa Shire Council.
4
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
As illustrated on the proposed site plan provided in Appendix A of this report, the proposed service station will
provide 10 car parking spaces, which is 2 spaces less than the car parking requirements of the Noosa Shire
Council Planning Scheme.
This minor reduction is considered acceptable given the Council policy does not account for linked trips
(customers who will be buying fuel and using the shop). The Queensland Department of Transport and Main
Roads4 design guide states that up to 30% of patrons to service stations with convenience stores stop only to
shop and up to 20% stop for refueling and goods.
A conservative allowance of 15% has been made to the total parking demand, which also accounts for customers
who will be parked at a fuel pump. Table 3-3 below illustrates the results of temporal demand analysis, with the
“demand - individual“ row representing the total parking requirement and the “demand - linked” row the total
demand once this 15% discount is incorporated.
This suggests the requirement of 12 car parking spaces is excessive, considering the times at which the two land
uses experience their peak demand. Accounting for customers parking at fuel pumps (spaces not counted
towards the provision), a supply of 10 car parking spaces would be sufficient for the development.
The architectural layout (Appendix A) indicates there are three spaces located against the loading zone. While
two of the spaces would be used by staff, noting that up to 30% of patrons are stopping just to shop, suggests
the demand for 7 spaces for the ‘shop’ land use, as stated in Council’s policy, is conservative (high side) for a
convenience store which is part of the service station. On this basis, provision of only 3 spaces for the shop use
is expected to satisfy the demand of patrons who only use the shop. This would reduce the Council policy
requirement to 8 spaces, meaning adequate parking is provided without consideration of the car park spaces
located within the vicinity of the loading zone.
Table 3-3: Temporal Parking Demand Analysis
Monday - Friday Saturday
Noosa Code
Use Units Time
Requirement
9am 1pm 4pm 6pm 9am 1pm 4pm 6pm
Utilisation 80% 50% 80% 100% 50% 80% 50% 30%
Service
- 5
Station
Demand 4 3 4 5 3 4 3 2
Utilisation 70% 100% 50% 30% 70% 80% 50% 30%
123m2
Shop 9
GFA
Demand 6 9 5 3 6 7 5 3
Demand -
10 12 9 8 9 11 8 5
Individual
Total
Demand -
9 10 8 7 8 9 7 4
Linked
4
“Road Planning and Design Manual 2003: Chapter 3”, Department of Main Roads.
5
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
3.2.2 Car Park Layout
A dimension check of the car park layout has been conducted, illustrated in MRCagney Figure 1 within Appendix
B of this report. Dimensions of the proposed car park layout would comply with (or slightly exceed) the
provisions of AS2890.1:2004 - User Class 3 (Ref. 1), as noted below:
Car parking spaces are a minimum of 5.4m in length and 2.6m in width;
Parking aisles are a minimum of 6.6m in width; and
Disability car parking spaces are a minimum of 2.4m in width, with an identical adjacent bay
(AS2890.6:2009).
3.2.3 Service Vehicle Provisions
The proposed service station has been designed to allow sufficient space for the manoeuvring of a 19.0m
articulated vehicle (AV), such as a fuel tanker. As demonstrated in MRCagney Figure 2, a 19.0m AV can stand
wholly on-site while situated at the refuelling point. It is proposed that the servicing area be blocked off
(approximate radius of 8.0m from the fill point) and closed to the public with traffic cones when a fuel tanker is
on-site and refuelling.
Provision has been made for 5.2m (B99) large cars to adequately circulate the site (all fuel pumps and car parking
spaces) as demonstrated in MRCagney Figure 6. Additionally, the figure illustrates the required manoeuvring
for vehicles to pass an AV (ingress and egress) during times of refuelling.
The manoeuvring of all vehicles expected to service the development have been assessed and the swept paths
of vehicles are illustrated in MRCagney Figures 3 to 5, included within Appendix B of this report.
Refuse collection will occur in the southern loading bay via a 9.9m front-loading refuse collection vehicle, as
specified by the Noosa Shire Council Planning Scheme Policy 9 - Waste Management.
3.3 Road Widening
MRCagney is not aware of any road widening being planned along Eumundi Noosa Road.
The road reserve width is approximately 38-40m. This width does allow for widening of the carriageway along
the site frontage. However, the control of the road network design, and hence capacity, are the two-lane
roundabouts along the corridor. The roundabouts would need to be converted to signalised intersections to
convert the road network to 6 lanes. These works would reflect a significant capacity upgrade which is likely to
be implemented within next 10 years.
Localised widening of the carriageway for either extension of cycle lanes or indented bus stops may currently
be up for consideration, but the proposed development does not preclude these minor works, if proposed,
because of the wide (~11m) verge.
6
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
4 Traffic Impact Assessment
4.1 Existing (2017) Traffic Volumes
Based on discussions during a pre-lodgement meeting, detailed traffic surveys were undertaken at the key
intersections near the site, namely the two roundabout intersections, to the east and west, along Eumundi Noosa
Road.
The traffic surveys were undertaken at the locations illustrated in Figure 4-1 during the following periods:
Weekday data aggregated into 15-minute groups between 7:00AM and 9:00AM; and
Weekday data aggregated into 15-minute groups between 2:30PM and 6:00PM.
These time periods are the typical peak operating periods for the surrounding road network and the service
station land use. The results from these surveys are illustrated in Appendix D of this report.
2
1
Subject Site
Figure 4-1: Traffic Survey Locations
(Source: nearmap)
The observed peak hour periods of the key intersections are listed below:
The Eumundi Noosa Road / Rene Street / Gateway Drive roundabout:
o Tuesday 18 October 2017: 8:00AM to 9:00AM; and
o Tuesday 18 October 2017: 3:15PM to 4:15PM.
7
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
The Eumundi Noosa Road / Eenie Creek Road / Eumundi Road / Commercial Access roundabout:
o Tuesday 18 October 2017: 8:00AM to 9:00AM; and
o Tuesday 18 October 2017: 3:00PM to 4:00PM.
While the AM peak periods of the two intersections surveyed were identical, the PM peak periods were not.
Therefore, individual peak traffic volumes have been conservatively adopted in this traffic impact assessment.
MRCagney Figures C1 and C2 within Appendix C illustrates the 2017 observed traffic volumes in the vicinity of
the subject site during the weekday AM and PM peak hour periods respectively.
4.2 Base Traffic Volumes
The opening year of the proposed development is anticipated to be 2019, therefore traffic capacity and
operation analysis was conducted for 2019, the critical design year in line with the Department of Transport and
Main Roads (DTMR) Guide to Traffic Impact Assessment (2017) (REF. 1).
An annual traffic growth rate of 3.0% has been adopted to estimate the future background traffic volumes
without the proposed development during the peak hour periods. Annual Average Daily Traffic (AADT) Data
from 2010 to 2016 was sourced for Eumundi Noosa Road just west of the site. The growth in annual traffic
ranged from 0.7% to 5.9%, with an average of 3.3% annual growth.
The 2019 base traffic volumes (MRCagney Figures C3 and C4) were calculated as follows:
2019 base traffic volumes = 2017 observed traffic volumes x (1 + 3.0%)2.
4.3 Proposed Development Traffic Generation
Trip Generation
Based on data published by RTA, the volume of additional traffic expected to be generated by the proposed
service station during the road peak hour periods was calculated and is summarised in Table 4-1 below.
Table 4-1: Development Generation during the Road Peak Hour Periods
Traffic Generation Rate Traffic Generation (vph)
Use Units
Weekday AM Weekday PM Weekday AM Weekday PM
Service Station
with 33vph / 100 m2 GFA
223m2 GFA 66vph / 100 m2 GFA 74 148
Convenience (50% of weekday PM)
Store
The NSW RTA’s (now RMS) Guide to Traffic Generating Developments5 suggests traffic generation rates for a
service station use for the weekday PM peak period only, with TMR guidelines also not specifying an AM peak
5
“Guide to Traffic Generating Developments”, RTA (currently RMS).
8
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
period rate. For this assessment, an assumption has been made that the AM peak period rate is 50% of the PM
peak period rate.
Trip Segmentation
It is well accepted that a high proportion of trips generated by a service station are ‘drop-in’ trips. ‘Drop-in’
trips are also referred to as ‘pass by’ trips (the proposed development is an intermediate stop on a trip that is
made from an origin to a destination).
This traffic impact assessment is based on 90% of trips generated by the service station are designated as ‘drop-
in’ trips (10% of trips are ‘new’ or ‘primary’ trips). The ‘new’ trips, ‘drop-in’ trips and ‘total’ trips expected to be
generated by the proposed service station during the road peak hour periods are summarised in Table 4-2.
Table 4-2: Development Generation during the Road Peak Hour Periods
Weekday AM (vph) Weekday PM (vph)
Type of Land
Units
Use
Total New Drop-in Total New Drop-in
Service Station
with
223m2 GFA 74 8 66 148 15 133
Convenience
Store
The trip directional distributions have been assumed to be 50% IN / 50% OUT during the peak hour periods.
Due to the ‘left-in, left-out’ site access arrangement, it is anticipated that most of the ‘drop-in’ trips are from
Eumundi Noosa Road westbound traffic. The service station is relatively small (no fast food outlet), therefore
minimal ‘drop-in’ trips are anticipated from eastbound traffic.
Considering this, the following percentages for the distribution of ‘new’ trips have been adopted in the
assessment:
Eumundi Noosa Road (to / from the west) 50%; and
Eumundi Noosa Road (to / from the east) 50%.
The anticipated ‘new’, ‘drop-in’ and ‘total’ traffic generations of the development are shown in MRCagney
Figures C5 to C7 within Appendix C.
4.4 Impact on External Road Network
Part B - Chapter 6 of DTMR’s Guide to Traffic Impact Assessment6 states that an assessment of the impacts on
intersection delay should be conducted for:
“All intersections where the development traffic exceeds 5% of the base traffic for any movement in the
design peak periods in the year of opening of each stage.”
6
“Guide to Traffic Impact Assessment”, DTMR.
9
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
To test whether the proposed development would create a large enough traffic impact along Eumundi Noosa
Road and two surrounding roundabouts, the ‘new’ trips generated by the proposed service station (MRCagney
Figure C5, Appendix C) were compared to the base traffic volumes along Eumundi Noosa Road travelling
westbound in the opening year of the site (MRCagney Figure C1 and C2, Appendix C). This is the volume of
traffic entering the first roundabout surveyed.
The 2019 base traffic volumes, the ‘new’ OUT trips generated by the proposed development and the subsequent
percentage increase in traffic volumes are shown in Table 4-3 below.
Table 4-3: Percentage Increase in Traffic Volumes
2019 Base Volumes along ‘New’ OUT trips generated along
Percentage Increase
Peak Period Eumundi Noosa Road Travelling Eumundi Noosa Road Travelling
in Traffic Volumes
Westbound (vph) Westbound (vph)
Weekday AM 1153 4 +0.3%
Weekday PM 1543 8 +0.5%
As indicated in Table 4-3, the traffic likely to be generated by the proposed development will have an
insignificant impact on the operation of the external road network during the weekday AM and PM peak hour
periods, with the additional traffic generated by the proposed development expected to be substantially less
than 5% of the 2019 base traffic volumes for the westbound carriageway of Eumundi Noosa Road. Notably,
even with a higher proportion of primary trips, the increase in traffic flow would still be less than 5%.
It is therefore reasonable to conclude that the proposed service station does not warrant an assessment of the
operational performance of the Eumundi Noosa Road / Rene Street / Gateway Drive roundabout and the
Eumundi Noosa Road / Eenie Creek Road / Eumundi Road / Commercial Access roundabout.
4.5 Turning Warrants Assessment - Eumundi Noosa Road
Although the proposed development does not generate sufficient traffic volumes to warrant an assessment of
its external traffic impact, it is necessary to assess whether an auxiliary turn lane treatment is warranted at the
Eumundi Noosa Road site access. Applying the critical traffic scenarios (2019 AM and PM design scenarios)
ensures the warrants for the left-turn treatment of the Eumundi Noosa Road ingress are assessed against peak
traffic conditions.
It is noted that the posted speed limit of the eastbound carriageway of Eumundi Noosa Road is 60km/h
approaching the site. The warrants of the proposed site ingress for left-turn lane treatment are determined by
plotting the expected traffic volumes on the ‘warrant graphs’ included in Austroads’ Guide to Road Design Part
4A: Unsignalised and Signalised Intersections7. The relevant Austroads graph is Figure 4A-1(c) Warrants - Major
Road Turn Treatments - Normal Design Domain, Design Speed ≤70km/h, replicated as Figure 4-2 below.
7
“Guide to Road Design Part 4A: Unsignalised and Signalised Intersections” and “Supplement to Austroads Guide to Road Design Part 4A:
Unsignalised and Signalised Intersections”, Austroads.
10
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Figure 4-2: Warrants for Turn Lane Treatments
The x-axis (QM) and y-axis (QL and QR) on these graphs relate to the following:
QR = Right-turn traffic volume (vph);
QL = Left-turn traffic volume (vph); and
QM = Major road traffic volume (vph), calculated in accordance with Figure 4A-2 (Ref. 3), replicated as
Figure 4-3 below.
Figure 4-3: Calculation of Major Road Traffic Parameter QML
By using the formula identified above, the following turn volumes (QL) and major road traffic volume (QML)
parameters for the left-turn movement for the 2019 design scenarios were established. These are summarised
in Table 4-4 below.
To determine the warranted left turn lane treatment, the traffic volume parameters calculated in Table 4-4 have
been plotted on Figure 4A-1(c) (Ref. 3). Figure 4-4 contains this plot, illustrated by O (2019 AM) and X (2019
PM).
11
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Table 4-4: Design Traffic Volume Parameters - Eumundi Noosa Road Ingress
Traffic Volume (vph)
Scenario Traffic Movement
2019 AM Design 2019 PM Design
QL 37 75
Left Turn Scenario
QML 577 772
2019 AM (Left) - O 2019 PM (Left) - X
Figure 4-4: Warrants for Turn Lane Movement - Eumundi Noosa Road Ingress
Based on this plot, the warrant for an AUL left-turn treatment at the Eumundi Noosa Road ingress is met. Noting
the frontage of the site currently contains a kerbside parking land, Council would have the option to remove the
parking to provide the AUL. However, acknowledging the wide verge (~11m) and the formation of other
crossovers along the corridor, provision of an AUL by removing parking is not considered necessary in this
instance.
12
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
5 Summary of Findings
MRCagney has been commissioned to undertake a traffic impact assessment of the proposed service station
and convenience store to be located at 175 Eumundi Noosa Road, Noosaville.
The proposed site plan, prepared by Nettleton Tribe, is included within Appendix A of this report.
The opening year of the proposed development is anticipated to be 2019, therefore the critical design year for
traffic analysis purposes would be 2019.
The following is a summary of the findings of the assessment:
Access Arrangement and External Roadworks
The development will provide two vehicular crossovers. All staff and visitors to the proposed service station
will enter the site via the eastern ingress and exit the site via the western egress. The design of the proposed
accesses along Eumundi Noosa Road generally complies with and exceeds the requirements of the Noosa
Shire Council Planning Scheme and Australian Standards.
Based on the results of a turning warrants assessment, an AUL left-turn treatment is warranted for the
Eumundi Noosa Road ingress. However, considering the wide verge (~11m) and crossovers along the
corridor, is not considered necessary.
Car Parking Supply
Noosa Shire Council requires the proposed development provide 12 car parking spaces.
As illustrated in the site plan (Appendix A), it is proposed to provide 10 car parking spaces, including a bay
to check air and water in the eastern corner of the site, which is considered satisfactory.
Temporal demand analysis suggests that the requirement of 12 car parking spaces does not consider the
different times at which each land use experiences its peak demand for parking. This requirement also
neglects to consider the tendency of customers to visit the store while also refuelling. The stated car parking
provision does not include the 8 bays allocated at the fuel pumps, which would be used in this scenario.
Servicing
The servicing arrangement generally complies with the Noosa Shire Council Planning Scheme. The turn
manoeuvres of all vehicles expected to service the development have been assessed and the swept paths
of these vehicles are illustrated in MRCagney Figures 2 to 6, included within Appendix B of this report.
Car Park Layout
A dimension check of the car park layout has been conducted, as illustrated in MRCagney Figure 1 within
Appendix B; the dimensions of the car park layout comply with the requirements of AS 2890.1:2004 (Ref. 1).
Traffic Impact on External Road Network
The traffic likely to be generated by the proposed service station would have negligible impact on the
operational performance of the external road network and surveyed roundabouts during the weekday AM
13
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
and PM peak hour periods, as the additional traffic generated would be significantly less than 5% of base
traffic volumes travelling westbound along Eumundi Noosa Road in 2019 (the opening year of the site).
Provided the recommendations of this report are adopted, there appears no traffic engineering reason to
preclude the proposed development from proceeding.
14
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Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Appendix A
Architectural Plans
15
Page 20
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Project Name Drawing Title:
175 Eumundi Noosa road CONTEXT PLAN
Date: Sheet Size: Scale:
Project Address
17.11.17 A3 1:2000
Drawing Number: Issue:
10615_DA00 2 0 40000
Page 21
EUMUNDI NOOSA ROAD
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-0
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2F
-0
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4F
-0
L3
-P
X
E
C
1K
S
-0
2K
S
-0
10500 SHADED GREEN
0 FILL POINT
R 800
DP
FILL POINT EXCLUSION ZONE
BOH AREA SALES AREA
100m2 123m2 LINE OF CANOPY DISPENSING AREA
1
7250
TO LOCAL AUTHORITY REQUIREMENTS.
INTERNAL BLACK COLOURED CONCRETE
LAYOUT AS PER 2
30388
FIRE-
WOOD
TENANTS DETAIL.
FALL 1:80
3 FENCE TO BOUNDARY
B2
SERVICE 1.8m HIGH MIN.
B2
STATION
7250
31660
223m2 (GFA)
B2
NOTE:
RL 20.200
LPG CAGE
REFER TO FREEDOM TYPICAL PLANS
B2
FOR FURTHER DETAIL
DP
4 11116
16517 B1
UNDERGROUND TANKS
FUEL VENTS. LOCATION SITE SPECIFIC
5
B1
7250
DP
LINE OF CANOPY OVER
COMP.
FALL
6
SHOWN DASHED
B
ICE
SERVICE YARD
14m² CENTRED ON ENTRY DOOR
C:\Users\davidpe\Documents\10615_175 Eumundi Noosa road_davidpe.rvt
STAFF 7 LOADING BAY
AIR/WATER PARKING
8 9 10
9846
AIR/WATER UNIT
RL. 18.900 RL. 19.110
AREA LIGHTING INGROUND CONCRETE HOLDING TANK FENCE TO BOUNDARY
OR SPEL SYSTEM AS REQUIRED BY 1.8m HIGH MIN.
LOCAL AUTHORITY
Client
Project Name Drawing Title:
175 Eumundi Noosa road SITE PLAN
4/12/2017 3:06:11 PM
Date: Sheet Size: Scale:
Project Address
04.12.17 A3 1:250
Drawing Number: Issue:
10615_DA02 9 0 5000
Page 22
Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Appendix B
MRCagney Figures
Figure 1: Dimensions and Proposed Modification for Ground Level Layout
Figure 2: 19.0m Semi-Trailer Manoeuvring Requirement to Access Refuelling Area
Figure 3: 12.5m Heavy Rigid Vehicle Manoeuvring Requirement to Circulate Site
Figure 4: 12.5m Heavy Rigid Vehicle to Simulate a Front Loading Refuse Collection
Vehicle Manoeuvring Requirement to Access Loading Area
Figure 5: 8.8m Medium Rigid Vehicle Manoeuvring Requirement to Access Loading
Area
Figure 6: 5.2m (B99) Large Car Manoeuvring Requirement to Circulate Site with Fuel
Tanker Aisle Closures
16
Page 23
INTERNAL FLOOR FINISHES SCHEDULE. (REFER TO SCHEDULE FOR FULL DETAIL)
FL-01
CODE BOH / OFFICE / POS COUNTER
LOCATION RESILIENT
COMPACTFINISH FLOORING SAFETRED
SPECIFICATION
FL-02
FL-03 RETAIL FLOOR 2/
1 DINING VINYL TILES (LVT) TIMBER EFFECT
EX-P
FL-04 COLDROOM
PWD
SKIRTING FLOORS
& & FREEZER
COVING EPOXY
VINYL
FINISHES TILES
FLOOR(LVT)
SCHEDULE.FINISH (REFER TO SCHEDULE FOR FULL DETAIL)
SK-01
CODE BOH/POS COUNTER - SELF FLOORING
LOCATION TAKEN UP
FINISH WALL USING COVERING FILLET AND
SPECIFICATION
SK-02 COVED /SKIRTING
RETAIL OFFICE CAPPING STRIP
DIABOND JET BLACK
COLDROOM & FREEZER
SK-EXP ROOM EPOXY OR ALUMINIUM PROFILE
BOUNDARY
RL. 18.900
RL. 20.720
100m 2
DP
BOH AREA
STAFF
DP
BOUNDARY
7
SERVICE
8
STATION
RL 20.200
223m 2 (GFA)
COMP.
B
INTERNAL
123m 2
FALL
14m²
SALES AREA
LAYOUT AS PER
SERVICE YARD
TENANTS DETAIL.
EXIT
9
DP
LPG CAGE
ICE
FIRE-
WOOD
FALL 1:80
B2 B2 B2 B2
1
6
5
3
4
2
LOADING BAY
MRCagney
10
ENTRY
UNDERGROUND TANKS
B1
B1
RL. 20.630
RL. 19.110
FILL POINT
FILL POINT EXCLUSION ZONE
Page 24
INTERNAL FLOOR FINISHES SCHEDULE. (REFER TO SCHEDULE FOR FULL DETAIL)
FL-01
CODE BOH / OFFICE / POS COUNTER
LOCATION RESILIENT
COMPACTFINISH FLOORING SAFETRED
SPECIFICATION
FL-02
FL-03 RETAIL FLOOR 2/
1 DINING VINYL TILES (LVT) TIMBER EFFECT
EX-P
FL-04 COLDROOM
PWD
SKIRTING FLOORS
& & FREEZER
COVING EPOXY
VINYL
FINISHES TILES
FLOOR(LVT)
SCHEDULE.FINISH (REFER TO SCHEDULE FOR FULL DETAIL)
SK-01
CODE BOH/POS COUNTER - SELF FLOORING
LOCATION TAKEN UP
FINISH WALL USING COVERING FILLET AND
SPECIFICATION
SK-02 COVED /SKIRTING
RETAIL OFFICE CAPPING STRIP
DIABOND JET BLACK
COLDROOM & FREEZER
SK-EXP ROOM EPOXY OR ALUMINIUM PROFILE
BOUNDARY
RL. 18.900
RL. 20.720
100m 2
DP
BOH AREA
STAFF
DP
BOUNDARY
7
SERVICE
8
STATION
RL 20.200
223m 2 (GFA)
COMP.
B
INTERNAL
123m 2
FALL
14m²
SALES AREA
LAYOUT AS PER
SERVICE YARD
TENANTS DETAIL.
EXIT
9
DP
LPG CAGE
ICE
FIRE-
WOOD
FALL 1:80
B2 B2 B2 B2
1
6
5
3
4
2
LOADING BAY
MRCagney
10
ENTRY
UNDERGROUND TANKS
B1
B1
RL. 20.630
RL. 19.110
FILL POINT
FILL POINT EXCLUSION ZONE
Page 25
INTERNAL FLOOR FINISHES SCHEDULE. (REFER TO SCHEDULE FOR FULL DETAIL)
FL-01
CODE BOH / OFFICE / POS COUNTER
LOCATION RESILIENT
COMPACTFINISH FLOORING SAFETRED
SPECIFICATION
FL-02
FL-03 RETAIL FLOOR 2/
1 DINING VINYL TILES (LVT) TIMBER EFFECT
EX-P
FL-04 COLDROOM
PWD
SKIRTING FLOORS
& & FREEZER
COVING EPOXY
VINYL
FINISHES TILES
FLOOR(LVT)
SCHEDULE.FINISH (REFER TO SCHEDULE FOR FULL DETAIL)
SK-01
CODE BOH/POS COUNTER - SELF FLOORING
LOCATION TAKEN UP
FINISH WALL USING COVERING FILLET AND
SPECIFICATION
SK-02 COVED /SKIRTING
RETAIL OFFICE CAPPING STRIP
DIABOND JET BLACK
COLDROOM & FREEZER
SK-EXP ROOM EPOXY OR ALUMINIUM PROFILE
BOUNDARY
RL. 18.900
RL. 20.720
100m 2
DP
BOH AREA
STAFF
DP
BOUNDARY
7
SERVICE
8
STATION
RL 20.200
223m 2 (GFA)
COMP.
B
INTERNAL
123m 2
FALL
14m²
SALES AREA
LAYOUT AS PER
SERVICE YARD
TENANTS DETAIL.
EXIT
9
DP
LPG CAGE
ICE
FIRE-
WOOD
FALL 1:80
B2 B2 B2 B2
1
6
5
3
4
2
LOADING BAY
MRCagney
10
ENTRY
UNDERGROUND TANKS
B1
B1
RL. 20.630
RL. 19.110
FILL POINT
FILL POINT EXCLUSION ZONE
Page 26
INTERNAL FLOOR FINISHES SCHEDULE. (REFER TO SCHEDULE FOR FULL DETAIL)
FL-01
CODE BOH / OFFICE / POS COUNTER
LOCATION RESILIENT
COMPACTFINISH FLOORING SAFETRED
SPECIFICATION
FL-02
FL-03 RETAIL FLOOR 2/
1 DINING VINYL TILES (LVT) TIMBER EFFECT
EX-P
FL-04 COLDROOM
PWD
SKIRTING FLOORS
& & FREEZER
COVING EPOXY
VINYL
FINISHES TILES
FLOOR(LVT)
SCHEDULE.FINISH (REFER TO SCHEDULE FOR FULL DETAIL)
SK-01
CODE BOH/POS COUNTER - SELF FLOORING
LOCATION TAKEN UP
FINISH WALL USING COVERING FILLET AND
SPECIFICATION
SK-02 COVED /SKIRTING
RETAIL OFFICE CAPPING STRIP
DIABOND JET BLACK
COLDROOM & FREEZER
SK-EXP ROOM EPOXY OR ALUMINIUM PROFILE
BOUNDARY
RL. 18.900
RL. 20.720
100m 2
DP
BOH AREA
STAFF
DP
BOUNDARY
7
SERVICE
8
STATION
RL 20.200
223m 2 (GFA)
COMP.
B
INTERNAL
123m 2
FALL
14m²
SALES AREA
LAYOUT AS PER
SERVICE YARD
TENANTS DETAIL.
EXIT
9
DP
LPG CAGE
ICE
FIRE-
WOOD
FALL 1:80
B2 B2 B2 B2
1
6
5
3
4
2
LOADING BAY
MRCagney
10
ENTRY
UNDERGROUND TANKS
B1
B1
RL. 20.630
RL. 19.110
FILL POINT
FILL POINT EXCLUSION ZONE
Page 27
INTERNAL FLOOR FINISHES SCHEDULE. (REFER TO SCHEDULE FOR FULL DETAIL)
FL-01
CODE BOH / OFFICE / POS COUNTER
LOCATION RESILIENT
COMPACTFINISH FLOORING SAFETRED
SPECIFICATION
FL-02
FL-03 RETAIL FLOOR 2/
1 DINING VINYL TILES (LVT) TIMBER EFFECT
EX-P
FL-04 COLDROOM
PWD
SKIRTING FLOORS
& & FREEZER
COVING EPOXY
VINYL
FINISHES TILES
FLOOR(LVT)
SCHEDULE.FINISH (REFER TO SCHEDULE FOR FULL DETAIL)
SK-01
CODE BOH/POS COUNTER - SELF FLOORING
LOCATION TAKEN UP
FINISH WALL USING COVERING FILLET AND
SPECIFICATION
SK-02 COVED /SKIRTING
RETAIL OFFICE CAPPING STRIP
DIABOND JET BLACK
COLDROOM & FREEZER
SK-EXP ROOM EPOXY OR ALUMINIUM PROFILE
BOUNDARY
RL. 18.900
RL. 20.720
100m 2
DP
BOH AREA
STAFF
DP
BOUNDARY
7
SERVICE
8
STATION
RL 20.200
223m 2 (GFA)
COMP.
B
INTERNAL
123m 2
FALL
14m²
SALES AREA
LAYOUT AS PER
SERVICE YARD
TENANTS DETAIL.
EXIT
9
DP
LPG CAGE
ICE
FIRE-
WOOD
FALL 1:80
B2 B2 B2 B2
1
6
5
3
4
2
LOADING BAY
MRCagney
10
ENTRY
UNDERGROUND TANKS
B1
B1
RL. 20.630
RL. 19.110
FILL POINT
FILL POINT EXCLUSION ZONE
Page 28
INTERNAL FLOOR FINISHES SCHEDULE. (REFER TO SCHEDULE FOR FULL DETAIL)
FL-01
CODE BOH / OFFICE / POS COUNTER
LOCATION RESILIENT
COMPACTFINISH FLOORING SAFETRED
SPECIFICATION
FL-02
FL-03 RETAIL FLOOR 2/
1 DINING VINYL TILES (LVT) TIMBER EFFECT
EX-P
FL-04 COLDROOM
PWD
SKIRTING FLOORS
& & FREEZER
COVING EPOXY
VINYL
FINISHES TILES
FLOOR(LVT)
SCHEDULE.FINISH (REFER TO SCHEDULE FOR FULL DETAIL)
SK-01
CODE BOH/POS COUNTER - SELF FLOORING
LOCATION TAKEN UP
FINISH WALL USING COVERING FILLET AND
SPECIFICATION
SK-02 COVED /SKIRTING
RETAIL OFFICE CAPPING STRIP
DIABOND JET BLACK
COLDROOM & FREEZER
SK-EXP ROOM EPOXY OR ALUMINIUM PROFILE
BOUNDARY
RL. 18.900
RL. 20.720
100m 2
DP
BOH AREA
STAFF
DP
BOUNDARY
7
SERVICE
8
STATION
RL 20.200
223m 2 (GFA)
COMP.
B
INTERNAL
123m 2
FALL
14m²
SALES AREA
LAYOUT AS PER
SERVICE YARD
TENANTS DETAIL.
EXIT
9
DP
LPG CAGE
ICE
FIRE-
WOOD
FALL 1:80
B2 B2 B2 B2
1
6
5
3
4
2
LOADING BAY
MRCagney
10
ENTRY
UNDERGROUND TANKS
B1
B1
RL. 20.630
RL. 19.110
FILL POINT
FILL POINT EXCLUSION ZONE
Page 29
Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Appendix C
Traffic Volume Diagrams
Figure C1: 2017 Existing AM Peak
Figure C2: 2017 Existing PM Peak
Figure C3: 2019 Base AM Peak
Figure C4: 2019 Base PM Peak
Figure C5: Traffic Generation - New Trips (AM and PM)
Figure C6: Traffic Generation - Drop-in Trips (AM and PM)
Figure C7: Traffic Generation - Total Trips (AM and PM)
Figure C8: 2019 Design AM Peak
Figure C9: 2019 Design PM Peak
17
Page 30
242
666
156
44
Eumundi Noosa Road
Subject Site
66
454
161
1
Eenie Creek Road
Proposed Service Station, 2017 Existing AM Peak
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C1 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\2017 Existing AM 1/12/2017
Page 31
220
1061
180
41
Eumundi Noosa Road
Subject Site
67
615
215
4
Eenie Creek Road
Proposed Service Station, 2017 Existing PM Peak
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C2 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\2017 Existing PM 1/12/2017
Page 32
47
166
707
257
Eumundi Noosa Road
Subject Site
70
482
171
1
Eenie Creek Road
Proposed Service Station, 2019 Base AM Peak
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C3 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\2019 Base AM 1/12/2017
Page 33
233
1126
191
43
Eumundi Noosa Road
Subject Site
71
652
228
4
Eenie Creek Road
Proposed Service Station, 2019 Base PM Peak
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C4 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\2019 Base PM 1/12/2017
Page 34
0
2(4)
0
2(4)
Eumundi Noosa Road
4(8)
Subject Site
4(8)
0
1(2)
0
0
Eenie Creek Road
Proposed Service Station, Traffic Generation - New Trips (AM and PM)
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C5 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\TG - New 1/12/2017
Page 35
0
0
0
0
Eumundi Noosa Road
33(67)
Subject Site
33(67)
-33(-67)
0
0
0
0
Eenie Creek Road
Proposed Service Station, Traffic Generation - Drop-in Trips (AM and PM)
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C6 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\TG - Drop-in 1/12/2017
Page 36
0
2(4)
0
2(4)
Eumundi Noosa Road
37(75)
Subject Site
37(75)
-33(-67)
0
1(2)
0
0
Eenie Creek Road
Proposed Service Station, Traffic Generation - Total Trips (AM and PM)
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C7 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\TG - Total 1/12/2017
Page 37
47
168
707
259
Eumundi Noosa Road
37
Subject Site
37
70
483
171
1
Eenie Creek Road
Proposed Service Station, 2019 Design AM Peak
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C8 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\2019 Design AM 1/12/2017
Page 38
233
1130
191
47
Eumundi Noosa Road
75
Subject Site
75
71
654
228
4
Eenie Creek Road
Proposed Service Station, 2019 Design PM Peak
175 Eumundi Noosa Road, IT-1 1st December 2017
Noosaville Figure C9 Project No: 6396
Appendix C - Traffic Volume Diagrams.xlsx\2019 Design PM 1/12/2017
Page 39
Proposed Service Station, 175 Eumundi Noosa Road, Noosaville
Appendix D
Traffic Survey Data
18
Page 40
AUSTRAFFIC VIDEO INTERSECTION COUNT Gateway Drive (north) N
1 2 3 4
Site No.: 1 Weather: Fine
Location: Eumundi-Noosa Road/Rene Street/Gateway Drive, Noosa 16 5
Day/Date: Wednesday, 18 October 2017 15 6
Eumundi-Noosa Road (west) Eumundi-Noosa Road (east)
AM Peak: Hour ending - 9:00 A M 14 7
PM Peak: Hour ending - 4:15 PM 13 8
Camera Position
12 11 10 9
Rene Street (south)
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Total
Total
Total
Total
Total
Total
Total
Total
7:15 AM 0 0 0 20 2 22 4 0 4 16 0 16 1 0 1 13 0 13 103 2 105 18 3 21
7:30 AM 0 0 0 8 2 10 2 0 2 17 0 17 5 0 5 14 0 14 126 2 128 41 0 41
7:45 AM 0 0 0 14 1 15 3 0 3 12 1 13 4 3 7 14 0 14 147 8 155 38 3 41
8:00 AM 0 0 0 22 1 23 4 0 4 13 1 14 7 0 7 20 0 20 188 4 192 48 1 49
8:15 AM 0 0 0 17 0 17 7 1 8 23 2 25 8 0 8 23 1 24 171 4 175 54 4 58
8:30 AM 0 0 0 11 1 12 2 2 4 21 2 23 17 0 17 37 0 37 149 9 158 48 8 56
8:45 AM 0 0 0 22 3 25 14 0 14 28 0 28 10 0 10 35 0 35 160 8 168 61 8 69
9:00 AM 0 0 0 29 1 30 9 2 11 44 0 44 8 1 9 59 1 60 157 8 165 57 2 59
0
0
0
143
11
154
45
5
50
174
6
180
60
4
64
215
2
217
1201
45
1246
365
29
394
2 hr Total
AM Peak
0
0
0
79
5
84
32
5
37
116
4
120
43
1
44
154
2
156
637
29
666
220
22
242
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Total
Total
Total
Total
Total
Total
Total
Total
2:45 PM 0 0 0 32 2 34 10 0 10 48 0 48 13 0 13 29 0 29 235 6 241 28 5 33
3:00 PM 0 0 0 33 1 34 11 1 12 36 0 36 16 1 17 37 0 37 227 7 234 40 3 43
3:15 PM 0 0 0 34 3 37 10 2 12 53 0 53 10 0 10 36 0 36 269 3 272 51 4 55
3:30 PM 0 0 0 17 0 17 12 0 12 57 0 57 13 0 13 51 0 51 266 5 271 57 10 67
3:45 PM 0 0 0 38 0 38 15 1 16 39 0 39 10 1 11 52 0 52 271 7 278 50 6 56
4:00 PM 0 0 0 37 1 38 17 0 17 47 0 47 8 0 8 40 0 40 239 3 242 48 2 50
4:15 PM 0 0 0 52 0 52 9 0 9 46 0 46 9 0 9 37 0 37 267 3 270 43 4 47
4:30 PM 0 0 0 43 0 43 4 0 4 42 0 42 6 0 6 34 0 34 252 3 255 32 2 34
4:45 PM 0 0 0 46 1 47 11 0 11 36 0 36 10 0 10 28 0 28 240 1 241 22 2 24
5:00 PM 0 0 0 34 0 34 7 0 7 28 0 28 6 0 6 23 0 23 232 0 232 22 1 23
5:15 PM 0 0 0 40 1 41 2 0 2 28 0 28 6 0 6 24 0 24 289 2 291 20 1 21
5:30 PM 0 0 0 37 1 38 1 0 1 25 1 26 4 0 4 21 0 21 247 2 249 9 0 9
5:45 PM 0 0 0 26 0 26 1 0 1 22 0 22 4 0 4 16 0 16 215 3 218 15 0 15
6:00 PM 1 0 1 17 0 17 2 0 2 15 0 15 2 0 2 18 0 18 209 3 212 16 1 17
1
0
1
486
10
496
112
4
116
522
1
523
117
2
119
446
0
446
3458
48
3506
453
41
494
PM Peak 3.5 hr Total
0
0
0
144
1
145
53
1
54
189
0
189
40
1
41
180
0
180
1043
18
1061
198
22
220
N
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