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TRAFFIC IMPACT ASSESSMENT
(PRELIMINARY APPROVAL)
PROPOSED AGRICULTURAL INDUSTRY
“BRISBANE VALLEY PROTEIN PRECINCT (BVPP)”
390 WEST ROAD AND 29 COOMINYA CONNECTION
ROAD, COOMINYA
Prepared for
BRISBANE VALLEY PROTEIN
27 JUNE 2017
Page 2 of 74
Job number: 16064
Version number: 1
Document status: DA
Date issued: 27 June 2017
Author(s): Luke Rytenskild / Dare Janzekovic
Certified:
Luke Rytenskild
BEng (Civil) RPEQ # 6293
© Copyright CRG Traffic Pty Ltd All Rights Reserved. Copyright in the whole and every part of this
document belongs to CRG Traffic Pty Ltd and may not be used, sold, transferred, copied or
reproduced in whole or in part in any manner or form or in or on any media to any person without
the prior written consent of CRG Traffic Pty Ltd.
CRG Traffic Pty Ltd as trustee for the Rytenskild CRG Trust trading as Rytenskild Traffic Group
ABN 24 401 134 418
ACN 151 846 847
Director: Luke Rytenskild RPEQ 6293
Suite 8, Level 1
66 Appel Street
( PO Box 17 )
Surfers Paradise QLD 4217
Level 19
10 Eagle Street
Brisbane QLD 4000
Level 26
44 Market Street
Sydney NSW 2000
Phone: 1300 220020
Facsimile: 1300 087177
Email: [email protected]
Web: www.rytenskildtraffic.com
COPYRIGHT NOTICE
COMPANY INFORMATION
DOCUMENT REGISTER
Page 3 of 74
1.0 INTRODUCTION ................................................................................................................. 4
2.0 SUBJECT SITE ..................................................................................................................... 4
2.1 Location of Subject Site ........................................................................................................... 4
2.2 Surrounding Road Network ..................................................................................................... 4
2.3 Surveyed Traffic Volumes ...................................................................................................... 10
2.4 Projected Future Traffic Volumes ......................................................................................... 10
3.0 DEVELOPMENT PROPOSAL .............................................................................................. 17
3.1 Scale of Development ........................................................................................................... 17
3.2 Access and Parking ................................................................................................................ 18
4.0 DEVELOPMENT TRAFFIC ESTIMATES ................................................................................ 20
4.1 Traffic Generation ................................................................................................................. 20
4.2 Precinct 6 – Poultry farm ....................................................................................................... 22
5.0 ROAD NETWORK IMPACT ASSESSMENT ........................................................................... 23
5.1 General Network Impacts ..................................................................................................... 23
5.2 Proposed Access (Coominya Connection Road North) ......................................................... 23
5.3 Proposed Access Intersection (Coominya Connection Road South) ..................................... 24
5.4 Proposed Access Intersection West Road (Western Access) ................................................ 25
5.5 Proposed Access Intersection West Road (Eastern Access) .................................................. 26
5.6 Brisbane Valley Highway / Coominya Connection Road Intersection ................................... 27
6.0 PAVEMENT IMPACTS ....................................................................................................... 30
6.1 Assessment Methodology ..................................................................................................... 30
6.2 Current and Future Traffic Loads .......................................................................................... 30
6.3 Design Traffic Loads ............................................................................................................... 31
6.4 Development Pavement Impacts .......................................................................................... 32
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS ..................................................... 33
APPENDICES ............................................................................................................................... 34
APPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANS ......................... 35
APPENDIX B – DETAILED TRAFFIC SURVEY DATA .............................................................................. 39
APPENDIX C –DEVELOPMENT TRAFFIC TURNING MOVEMENTS ...................................................... 50
TABLE OF CONTENTS
Page 4 of 74
Rytenskild Traffic Group (RTG) has been engaged by Brisbane Valley Protein to carry out a Traffic
Impact Assessment of its proposal to develop an agricultural industry at Coominya.
This report forms part of a Development Application for a Preliminary Approval to be lodged with the
Lockyer Valley Regional Council.
The following have been assessed during the study:
• The adequacy of the surrounding road network to accommodate the proposed development; • Any road upgrade works that may be required as a consequence of the proposal; • The required form of access intersections with adjoining roads.
As part of the assessment RTG has also reviewed the potential impact of heavy vehicle traffic generated by the proposal upon the surrounding pavement. It is noted that this report is intended to provide a preliminary assessment of impacts. Where appropriate, a more detailed assessment should be required at the Development Application for a Development Permit stage, when more accurate development characteristics will be known.
As shown in Figure 2.1, the subject site is located on the south east corner of the Coominya
Connection Road / Brisbane Valley Highway intersection. The site is identified as 390 West Road and
29 Coominya Connection Road and has a total site are of approximately 317.9 hectares.
The site provides connection to the Brisbane Valley Highway to the north and also connects to the
Warrego Highway via the Foresthill - Fernvale Road connection to the east of the site. It is expected
that traffic to and from the subject site will distribute through the local road network to access the
highway in the shortest route possible.
The Brisbane Valley Highway / Coominya Connection Road intersection comprises of a type CHR right
turn treatment and AUL left turn treatment. The Coominya Connection Road / West Road
intersection comprises of a basic priority controlled junction, with the Coominya Connection Road
forming the major road.
Images of key intersections in the region are shown in Figures 2.2 to 2.5.
1.0 INTRODUCTION
2.0 SUBJECT SITE 2.1 Location of Subject Site
2.2 Surrounding Road Network
Page 5 of 74
FIGURE 2.1 - LOCATION OF SUBJECT SITE
SUBJECT SITE
Page 6 of 74
FIGURE 2.2 – SURROUNDING ROAD NETWORK
Brisbane Valley Highway / Forest Hill
Fernvale Road intersection:
REFER TO FIGURE 2.5
Brisbane Valley Highway / Coominya
Connection Road intersection:
REFER TO FIGURE 2.3
Warrego Highway / Forest Hill
Fernvale Road intersection:
REFER TO FIGURE 2.4
Page 7 of 74
FIGURE 2.3 – AERIAL IMAGE OF THE
BRISBANE VALLEY HIGHWAY / COOMINYA CONNECTION ROAD INTERSECTION
125 metre AUL Treatment
125 metre CHR Treatment
Coominya
Connection Road
Coominya
Connection Road
Brisbane Valley
Highway
Page 8 of 74
FIGURE 2.4 – AERIAL IMAGE OF THE
WARREGO HIGHWAY / FOREST HILL FERNVALE ROAD
Warrego Highway
Forest Hill
Fernvale Road
Forest Hill
Fernvale Road 125 metre AUL
Treatment
125 metre AUL
Treatment
125 metre CHR
Treatment
125 metre CHR
Treatment
Page 9 of 74
FIGURE 2.5 – AERIAL IMAGE OF THE
BRISBANE VALLEY HIGHWAY / FOREST HILL FERNVALE ROAD INTERSECTION
Forest Hill
Fernvale Road
Brisbane Valley
Highway
BAL and BAR intersection
turn treatments
Page 10 of 74
Traffic volumes along the major travel routes in the vicinity of the site have been obtained from the
Department of Transport and Main Roads (DTMR) and traffic survey undertaken by RTG. The DTMR
data was collected in 2015 and presents the Annual Average Traffic Volumes (AADT) in both
directions along the respective roads.
Traffic volumes for the following roadways and intersection have been obtained from DTMR for the
purposes of this assessment:
- Forest Hill Fernvale Road
o Between Warrego Highway and Coominya Connection Road;
o Between Coominya Connection Road and Prospect Street;
o Between Prospect Street and the Brisbane Valley Highway.
- Coominya Connection Road
o Between Brisbane Valley Highway and Forest Hill Fernvale Road
- Forest Hill Fernvale Road / Warrego Highway intersection
- Coominya Connection Road / Brisbane Valley Highway
Traffic counts for the Forest Hill Fernvale Road / Warrego Highway intersection, and the Coominya
Connection Road / Brisbane Valley Highway intersection are shown in Figures 2.6 to 2.8. Detailed
traffic surveys for both intersections and also the Coominya Connection Road / West Road
intersection are provided in Appendix B.
Future traffic volumes have been estimated through the application a 3% annual growth factor from
the survey year. The future traffic volumes have been estimated for ten years following the expected
completion date of the development.
Full development of the subject land is anticipated in 6 years. In order to estimate future background
traffic volumes in 2028 (10 years from completion date of STAGE 1), a 3% p.a. growth rate has been
applied to the existing traffic volumes.
The resultant future (year 2028) traffic volumes for the respective roadways are shown below, with
the future intersection volumes shown in Figures 2.8 to 2.11.
YEAR 2016 YEAR 2028
Forest Hill Fernvale Road
o Between Warrego Highway and Coominya Connection Road - 1,429 AADT 2,037 AADT
o Between Coominya Connection Road and Prospect Street - 1,573 AADT 2,243 AADT
o Between Prospect Street and the Brisbane Valley Highway. - 5,055 AADT 7,207 AADT
Coominya Connection Road
o Between Brisbane Valley Highway and Forest Hill Fernvale Road- 1,287 AADT 1,835 AADT
2.3 Surveyed Traffic Volumes
2.4 Projected Future Traffic Volumes
Page 11 of 74
FIGURE 2.6 – AADT ON COOMINYA CONNECTION ROAD AND FOREST HILL FERNVALE ROAD
Coominya Connection Road
Between Brisbane Valley Highway and
Forest Hill – Fernvale Road:
1,213 Annual Average Daily Traffic (AADT)
Forest Hill Fernvale Road
Between Warrego Highway and Coominya
Connection Road:
1,347 Annual Average Daily Traffic (AADT)
REFER TO FIGURE 2.7
Forest Hill Fernvale Road
Between Coominya Connection Road and
Prospect Street:
1,483 Annual Average Daily Traffic (AADT)
Forest Hill Fernvale Road
Between Prospect Street and the Brisbane
Valley Highway:
4,765 Annual Average Daily Traffic (AADT)
Page 12 of 74
(2.3% HV) (0% HV) (10% HV)
39 14 23 (14.8% HV) 23
(14.8% HV) 739
(8.00% HV) 19
8 (10.8% HV)
822 (16.5% HV)
34 (11.2% HV)
Warrego Hwy
Forest Hill – Fernvale Rd
23 11 13
(7.5% HV) (3.2% HV) (9.0% HV)
FIGURE 2.7 – SURVEYED (YEAR 2015) PEAK HOUR TRAFFIC VOLUMES
WARREGO HIGHWAY / FOREST HILL FERNVALE ROAD INTERSECTION
MORNING PEAK HOUR
(14.3% HV) (0% HV) (0% HV)
21 15 10 (2.1% HV) 47
(8.4% HV) 999
(11.1% HV) 18
20 (0% HV)
626 (11% HV)
32 (0% HV)
Warrego Hwy
Forest Hill – Fernvale Rd
9 5 14
(11.1% HV) (0% HV) (0% HV)
AFTERNOON PEAK HOUR
Page 13 of 74
107
13
66
29
Brisbane Valley Highway
Coominya Connection Road
22 39
FIGURE 2.8 – SURVEYED (YEAR 2016) PEAK HOUR TRAFFIC VOLUMES
BRISBANE VALLEY HIGHWAY / COOMINYA CONNECTION ROAD INTERSECTION
MORNING PEAK HOUR
AFTERNOON PEAK HOUR
94
20
92
53
Brisbane Valley Highway
Coominya Connection Road
31 52
Page 14 of 74
40 14 24 24
761
20
8
847
35
Warrego Hwy
Forest Hill – Fernvale Rd
24 11 13
FIGURE 2.9 – FUTURE (YEAR 2016) PEAK HOUR TRAFFIC VOLUMES
WARREGO HIGHWAY / FOREST HILL FERNVALE ROAD INTERSECTION
MORNING PEAK HOUR
22 15 10 48
1029
19
21 (
645
33
Warrego Hwy
Forest Hill – Fernvale Rd
9 5 14
AFTERNOON PEAK HOUR
Page 15 of 74
FIGURE 2.10 – FUTURE (YEAR 2028) PEAK HOUR TRAFFIC VOLUMES
WARREGO HIGHWAY / FOREST HILL FERNVALE ROAD INTERSECTION
57 21 34 34
1085
28
12
1207
50
Warrego Hwy
Forest Hill – Fernvale Rd
34 16 19
MORNING PEAK HOUR
31 22 15 69
1467
26
29
919
47
Warrego Hwy
Forest Hill – Fernvale Rd
13 7 21
AFTERNOON PEAK HOUR
Page 16 of 74
153
19
94
41
Brisbane Valley Highway
Coominya Connection Road
31 56
FIGURE 2.11 – FUTURE (YEAR 2028) PEAK HOUR TRAFFIC VOLUMES
BRISBANE VALLEY HIGHWAY / COOMINYA CONNECTION ROAD INTERSECTION
MORNING PEAK HOUR
AFTERNOON PEAK HOUR
134
29
131
76
Brisbane Valley Highway
Coominya Connection Road
44 74
Page 17 of 74
The proposed master plan is shown Figure 3.1. As shown, the master plan comprises of the following ten precincts: Precinct 1 - Hospitality Precinct The first attachment is the intended facilities for the Hospitality Precinct situated in the far south-west corner of the property. The central facilities are likely to include the following: Restaurant / hospitality area Function/Reception area Hospitality Training Facility Cabins and campground Precinct 2 - Main Abattoir This Precinct will be used for the abattoir. At this stage it is assumed to have a capacity of 600,000 birds per week. However, we intend to seek flexibility in this Precinct to also allow an abattoir that can process other meat should markets change. Precinct 3 - Service Station The intent for this Precinct is to retain the current service station approval and to include the self storage facility. This will also include a secure shed structure for parking of boats and trucks etc. Duncan will provide detail on the scale of this facility early next week. Precinct 4 - Quail Farm Precinct 4 is part of the Stage 1 of the development. Traffic and noise reports have been prepared for this use. Precinct 5 - Poultry Farm This Precinct will include the second stage of the poultry farm. It is expected to contain a further 8 sheds. Cattle grazing will also be a core use of this area. Precinct 6 - Poultry Farm (Stage 1) This Precinct is part of Stage 1 of the development and incorporates the 6 sheds previously reported on. No additional uses or expansion anticipated at this point. Precinct 7 - Grazing There are no specific uses planned for this Precinct at this stage. Expected to remain as an area for grazing of cattle. Precinct 8 - Tourist Cabins This Precinct is intended to be used for small scale tourist cabins. Cabins will be setback a minimum of 80 metres from the highway. Likely scale is a maximum of 4. To be established in proximity to the dam.
3.0 DEVELOPMENT PROPOSAL 3.1 Scale of Development
Page 18 of 74
Precinct 9 - Future Education & industry This Precinct will be kept for future uses and may include training and education facilities and/or industry uses associated with the protein precinct concept. The likely scale of development in this Precinct is not known at this point. Development of Precinct 9 will be subject to Impact Assessment in the future. Precinct 10 There is one allotment on the southern side of West Road that will be included in the Masterplan. The intent is to allow a light industry on this site with a GFA of 200m² to allow the assembly and manufacturing of vertical gardens and similar horticultural products. Like other uses, this will be subject to a further application and planning approval.
A compacted gravel area will be provided around each shed, suitable for the parking of vehicles and
for use as loading areas.
As shown in Figure 3.1, it is proposed that access be gained via two locations on Coominya
Connection Road, and three locations on West Road. The northern most access intersection on
Coominya Connection Road will provide access to all activities on the northern side of Spring Creek,
with the southern intersection providing access to the proposed produce market and tourist
accommodation. Access to the quail farm and cattle grazing areas will be gained off West Road,
together with the future light industry precinct.
3.2 Access and Parking
Page 19 of 74
FIGURE 3.1 – PROPOSED MASTER PLAN
Page 20 of 74
The traffic generation of each individual precinct will be determined at each respect Development
Application, however, the following trip generation rates and considered to be indicative and suitable
for this preliminary assessment:
Precinct 1 - Hospitality
Restaurant - 20 vehicles per hour during peak trading periods
Function room - 30 vehicles per hour during peak trading periods
Training facility - 20 vehicles per hour during peak trading periods
Cabins / campground - 10 vehicles per hour during peak trading periods
Precinct 2 – Main abattoir - 20 vehicles per hour during peak trading periods
Precinct 3 – Service station / self storage facility –
Service station - 40 vehicles per hour during peak trading periods
Self storage - 5 vehicles per hour during peak trading periods
Precinct 4 – Quail farm
Quail farm - 5 vehicles per hour during peak trading periods
Precinct 5 – Poultry farm and cattle grazing
Poultry farm - 10 vehicles per hour during peak trading periods
Cattle grazing - 5 vehicles per hour during peak trading periods
Precinct 6 – Poultry farm (stage 1 – 6 sheds)
Poultry farm (6 sheds) - 10 vehicles per hour during peak trading periods
Precinct 7 – Grazing -
Grazing - 10 vehicles per hour during peak trading periods
Precinct 8 – Tourist cabins (x 4) / camper ground
Tourist accommodation - 5 vehicles per hour during peak trading periods
Precinct 9 – Education and industry -
Education and industry - 10 vehicles per hour during peak trading periods
Precinct 10 – Light industry - 10 vehicles per hour during peak trading periods
The resultant estimates of the trip generation of each precinct is shown in Table 4.1.
4.0 DEVELOPMENT TRAFFIC ESTIMATES
4.1 Traffic Generation
Page 21 of 74
Table 4.1 – Indicative traffic generation of each precinct
Component Morning Peak Hour Afternoon Peak Hour
In Out Total In Out Total
Precinct One: Hospitality Precinct
- Restaurant .
- Function / reception area.
- Hospitality training facility.
- Cabins and campground.
15
20
15
8
5
10
5
2
20
30
20
10
5
10
5
2
15
20
15
8
20
30
20
10
Precinct Two: Main Abattoir
(600,000k birds per week)
10 10 20 10 10 20
Precinct Three: (already approved)
- Service Station; and
- Self – storage facility.
20
3
20
2
40
5
20
2
20
3
40
5
Precinct Four: Quail Farm
- Stage One – (Refer to table 4.2)
3
2
5
2
3
5
Precinct Five: Poultry Farm and
cattle grazing.
10 5
15
5 10
15
Precinct Six – Poultry Farm (Stage
One)
- Six sheds
7
3
10
3
7
10
Precinct Seven– Grazing 7 3 10 3 7 10
Precinct Eight – Tourist Cabins (x
four)
3 2 5 2 3 5
Precinct Nine– Education and
industry
7 3 10 3 7 10
Precinct Ten – Light industry 7 3 10 3 7 10
Total: 135 75 210 75 135 210
The above trip generation estimates are considered to be conservative (high) and it is likely that the
various uses will generate peak traffic demands at different times, and therefore, the traffic
generation of the overall development will be less than the above volume.
The majority of traffic generated by the development will travel south via the Brisbane Valley
highway. A minor proportion of traffic will use the Forest Hill Road to the Warrego Highway.
Estimated traffic volumes for each precinct and the overall development are provided as Appendix B.
Page 22 of 74
The traffic generation of the proposed poultry farm component has been based on the recorded
traffic generation of a similar use located in the Ipswich Boonah area. The development at which the
records were kept had capacity for 400,000 birds.
The estimated traffic generation have been based on the estimates derived from the recorded
poultry facility in Ipswich. As shown in Table 4.1, it is estimated that the proposal will generate in the
order of 12 and 5 daily heavy vehicle movements at the chicken and quail farm facilities respectively.
For the purposes of this assessment it has been assumed that the proposal will generate similar
traffic at each of the poultry facilities.
Table 4.2 – Traffic generation records and estimates (Poultry Farm)
Purpose Vehicle Type Recorded
(Actual) One-Way
Trips
(400k bird farm)
Estimated traffic
generated by
chicken sheds
(384.8k Birds)
Estimated traffic
generated by
quail sheds
(135k Birds)
Staff Car 730 703 247
Veterinary Car 60 58 21
Gas Delivery Rigid Truck 4 4 2
Litter Delivery Rigid Truck 132 99 45
Litter Removal Semi-trailer 200 127 70
Day Olds Delivery Semi-trailer 25 25 9
Feed Delivery Semi-trailer 340 328 115
Bird Collection Semi-trailer 550 530 186
Dead Bird Removal Rigid Truck 60 58 21
Diesel /
Miscellaneous
Cars & Rigid
Trucks
104 100 36
OVERALL COMBINED ANNUAL ONE-WAY TRIPS 2,034 752
TOTAL ANNUAL VEHICLE TRIPS 4,068 1504
AVERAGE DAILY TRAFFIC GENERATION 12 vehicles per day 5 vehicles per day
PEAK HOUR VOLUMES (20% OF DAILY) 3 vehicles per hour 1 vehicle per hour
* Assumes 7 day / week operation
4.2 Precinct 6 – Poultry farm
Page 23 of 74
In general, it is considered that the proposed development will have a relatively low traffic
generation and in keeping with the surrounding rural area. A number of the various uses will only
generate significant traffic volumes at infrequent periods and often at different times to the other
uses.
It is considered that the proposed development will not result in any need for an upgrade to the
Brisbane Valley Highway / Coominya Connection Road intersection or other surrounding
intersections, however such has been reviewed in the following pages. The required geometrical
layout of the proposed access intersections have also been assessed against Austroads guidelines.
These are based on the traffic generation of the overall development.
A SIDRA analysis has been carried out for the Brisbane Valley Highway / Coominya Connection Road
and Coominya Connection Road / West Road intersections. Such is not considered to be warranted
for the proposed access intersections as the turning volumes will be very low.
With the proposed development traffic under year 2028 traffic conditions, the ‘QM’ and ‘QR’ values at
the northern access intersection on the Coominya Connection Road will be as follows:
QM = 236 Veh/h (Approx. 10% of AADT)
QR = 9 Veh/h
As shown in Figure 5.1, this yields a requirement for an Austroads Type BAR treatment at the
proposed northern access intersection on Coominya Connection Road.
5.0 ROAD NETWORK IMPACT ASSESSMENT
5.2 Proposed Access (Coominya Connection Road North)
5.1 General Network Impacts
Page 24 of 74
With the proposed development traffic under year 2028 traffic conditions, the ‘QM’ and ‘QR’ values at
the southern access on the Coominya Connection Road will be as follows:
QM = 236 Veh/h (Approx. 10% of AADT)
QR = 10 Veh/h
As shown in Figure 5.2, this yields a requirement for an Austroads Type BAR treatment at the
southern access intersection on Coominya Connection Road.
5.3 Proposed Access Intersection (Coominya Connection Road South)
2028 PEAK QM = 236vph QR = 9vph
FIGURE 5.1 – TURN LANE WARRANTS AT THE COOMINYA CONNECTION ROAD (NORTH) INTERSECTION
Page 25 of 74
With the proposed development traffic under year 2028 traffic conditions, the ‘QM’ and ‘QR’ values at
the western access on West Road will be as follows:
QM = 40 Veh/h (Approx. 10% of AADT)
QR = 2 Veh/h
As shown in Figure 5.3, this yields a requirement for an Austroads Type BAR treatment at the
western access intersection on West Road.
5.4 Proposed Access Intersection West Road (Western Access)
2028 PEAK QM = 236vph QR = 10vph
FIGURE 5.2 – TURN LANE WARRANTS AT THE COOMINYA CONNECTION ROAD (SOUTH) INTERSECTION
Page 26 of 74
With the proposed development traffic under year 2028 traffic conditions, the ‘QM’ and ‘QR’ values at
the eastern access on West Road will be as follows:
QM = 40 Veh/h (Approx. 10% of AADT)
QR = 2 Veh/h
As shown in Figure 5.4, this yields a requirement for an Austroads Type BAR treatment at the eastern
access intersection on West Road.
5.5 Proposed Access Intersection West Road (Eastern Access)
FIGURE 5.3 – TURN LANE WARRANTS AT THE WEST ROAD (WEST) INTERSECTION
2028 PEAK QM = 40vph QR = 2vph
Page 27 of 74
A SIDRA analysis has been carried out for the Brisbane Valley Highway / Coominya Connection Road
intersection assuming the full development of the site and background traffic growth to the year
2028. As indicated by Figure 5.5, the analysis indicates that the intersection will function
satisfactorily under the projected traffic conditions.
A similar analysis (refer to Figure 5.6) indicates that the Coominya Connection Road / West Road
intersection will function satisfactorily under projected future traffic conditions (year 2028) with the
full development.
5.6 Brisbane Valley Highway / Coominya Connection Road Intersection
5.6 Brisbane Valley Highway / Coominya Connection Road Intersection
FIGURE 5.4 – TURN LANE WARRANTS AT THE WEST ROAD (EAST) INTERSECTION
5.6 Brisbane Valley Highway / Coominya Connection Road IntersectionFIGURE 5.4 – TURN LANE WARRANTS AT THE
WEST ROAD (EAST) INTERSECTION
2028 PEAK QM = 40vph QR = 2vph
2028 PEAK QM = 40vph QR = 2vph
Page 28 of 74
MOVEMENT SUMMARY
Site: Brisbane Valley Hwy / Coominya Conn Rd AM Peak Hour Year 2028 with full dev Stop (Two-Way)
Movement Performance - Vehicles
Mov ID ODMov
Demand Flows Deg. Satn Average Delay
Level of Service
95% Back of Queue Prop. Queued
Effective Stop Rate
Average Speed Total HV Vehicles Distance
veh/h % v/c sec veh m per veh km/h
South: Coominya Conn Road
1 L2 49 13.0 0.196 9.2 LOS A 0.8 6.2 0.36 0.93 49.8
3 R2 80 13.0 0.196 12.7 LOS B 0.8 6.2 0.36 0.93 49.6
Approach 129 13.0 0.196 11.4 LOS B 0.8 6.2 0.36 0.93 49.6
East: Brisbane Valley Highway
4 L2 73 13.0 0.043 5.7 LOS A 0.0 0.0 0.00 0.57 53.1
5 T1 99 13.0 0.055 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
Approach 172 13.0 0.055 2.4 NA 0.0 0.0 0.00 0.24 56.8
West: Brisbane Valley Highway
11 T1 161 13.0 0.090 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
12 R2 52 13.0 0.046 6.4 LOS A 0.2 1.4 0.29 0.57 52.0
Approach 213 13.0 0.090 1.6 NA 0.2 1.4 0.07 0.14 57.8
All Vehicles 514 13.0 0.196 4.3 NA 0.8 6.2 0.12 0.37 55.2
MOVEMENT SUMMARY
Site: Brisbane Valley Hwy / Coominya Conn Rd 2028 PM peak with full dev PM Peak Hour Year 2028 with full dev Stop (Two-Way)
Movement Performance - Vehicles
Mov ID ODMov
Demand Flows Deg. Satn Average Delay
Level of Service
95% Back of Queue Prop. Queued
Effective Stop Rate
Average Speed Total HV Vehicles Distance
veh/h % v/c sec veh m per veh km/h
South: Coominya Conn Road
1 L2 68 13.0 0.299 9.7 LOS A 1.3 10.4 0.46 0.96 49.3
3 R2 117 13.0 0.299 13.9 LOS B 1.3 10.4 0.46 0.96 49.0
Approach 185 13.0 0.299 12.3 LOS B 1.3 10.4 0.46 0.96 49.1
East: Brisbane Valley Highway
4 L2 109 13.0 0.064 5.7 LOS A 0.0 0.0 0.00 0.57 53.1
5 T1 138 13.0 0.077 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
Approach 247 13.0 0.077 2.5 NA 0.0 0.0 0.00 0.25 56.7
West: Brisbane Valley Highway
11 T1 141 13.0 0.078 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
12 R2 52 13.0 0.050 6.9 LOS A 0.2 1.5 0.36 0.60 51.8
Approach 193 13.0 0.078 1.8 NA 0.2 1.5 0.10 0.16 57.5
All Vehicles 625 13.0 0.299 5.2 NA 1.3 10.4 0.17 0.43 54.5
FIGURE 5.5 – SIDRA MODELLING RESULTS FOR BRISBANE VALLEY HWY / COOMINYA CONN ROAD (2028 WITH FULL DEV)
FIGURE 5.5 – SIDRA MODELLING RESULTS FOR BRISBANE VALLEY HWY / COOMINYA CONN ROAD (2028 WITH FULL DEV)
Page 29 of 74
MOVEMENT SUMMARY
Site: Coominya Conn Rd / West Road AM Peak hour Year 2028 with full development Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Mov ID ODMov
Demand Flows Deg. Satn Average Delay
Level of Service
95% Back of Queue Prop. Queued
Effective Stop Rate
Average Speed Total HV Vehicles Distance
veh/h % v/c sec veh m per veh km/h
East: West Road
5 T1 9 13.0 0.005 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R2 14 13.0 0.012 6.1 LOS A 0.0 0.3 0.24 0.56 51.9
Approach 23 13.0 0.012 3.6 NA 0.0 0.3 0.14 0.33 54.9
North: Coominya Connection Rd
7 L2 13 13.0 0.082 5.7 LOS A 0.3 2.5 0.12 0.57 52.6
9 R2 65 13.0 0.082 6.4 LOS A 0.3 2.5 0.12 0.57 52.4
Approach 78 13.0 0.082 6.3 LOS A 0.3 2.5 0.12 0.57 52.4
West: Coominya Connection Rd
10 L2 115 13.0 0.068 5.7 LOS A 0.0 0.0 0.00 0.57 53.1
11 T1 12 13.0 0.006 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
Approach 126 13.0 0.068 5.2 NA 0.0 0.0 0.00 0.52 53.6
All Vehicles 227 13.0 0.082 5.4 NA 0.3 2.5 0.06 0.52 53.3
MOVEMENT SUMMARY
Site: Coominya Conn Rd / West Road 2028 PM Full dev PM Peak hour Year 2028 with full development Giveway / Yield (Two-Way)
Movement Performance - Vehicles
Mov ID ODMov
Demand Flows Deg. Satn Average Delay
Level of Service
95% Back of Queue Prop. Queued
Effective Stop Rate
Average Speed Total HV Vehicles Distance
veh/h % v/c sec veh m per veh km/h
East: West Road
5 T1 11 13.0 0.006 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
6 R2 18 13.0 0.015 6.0 LOS A 0.1 0.4 0.20 0.56 52.0
Approach 28 13.0 0.015 3.8 NA 0.1 0.4 0.13 0.35 54.7
North: Coominya Connection Rd
7 L2 115 13.0 0.113 5.7 LOS A 0.4 3.4 0.04 0.56 52.9
9 R2 19 13.0 0.113 6.3 LOS A 0.4 3.4 0.04 0.56 52.7
Approach 134 13.0 0.113 5.8 LOS A 0.4 3.4 0.04 0.56 52.9
West: Coominya Connection Rd
10 L2 84 13.0 0.050 5.7 LOS A 0.0 0.0 0.00 0.57 53.1
11 T1 8 13.0 0.005 0.0 LOS A 0.0 0.0 0.00 0.00 60.0
Approach 93 13.0 0.050 5.2 NA 0.0 0.0 0.00 0.52 53.6
All Vehicles 255 13.0 0.113 5.4 NA 0.4 3.4 0.04 0.52 53.4
FIGURE 5.6 – SIDRA MODELLING RESULTS FOR COOMINYA CONN ROAD / WEST ROAD (2028 WITH FULL DEV)
6.0 PAVEMENT IMPACTSFIGURE 5.6 – SIDRA
MODELLING RESULTS FOR COOMINYA CONN ROAD / WEST ROAD (2028 WITH FULL DEV)
Page 30 of 74
An analysis of pavement impacts has been undertaken along the Brisbane Valley Highway and
Coominya Connection Road. The pavement impact assessment has been undertaken in accordance
with the Department of Transport and Main Road’s (DTMR) Guidelines for Assessment of Road
Impacts of Development.
In accordance with the DTMR requirements a pavement impact assessment is required for any road
sections where the development traffic (during construction of operation) exceeds or equals 5% of
the background equivalent standard axles (ESAs) year for year.
The current and future traffic loads have been estimated from the surveys collected by the DTMR for
the respective roadways. It is assumed that all heavy vehicles generated by the development will
travel to and from the Brisbane Valley Highway with a 20/80 distribution to the north and south.
As shown in Appendix B, traffic counts carried out on the Coominya Connection Road (by RTG)
indicate a heavy vehicle percentage of approximately 13%. Vehicle classification data has not been
provided by the TMR and so the same percentage has been assumed. A summary of the current
(year 2016) daily heavy vehicle traffic volumes for the Brisbane Valley Highway and Coominya
Connection Road are shown in Table 6.1.
Table 6.1: Estimated Heavy Vehicle Traffic Volumes (Daily)
Brisbane Valley Highway (just south of Coominya)
Total volume Estimated HV
2,900 377
Coominya Connection Road
Total volume Estimated HV
1750 228
A standard axle is defined as a dual tyred axle transmitting a load of 80kN (or 8.2 tonnes) to the road
pavement. Equivalent Standard Axles are the number of Standard Axles that are equivalent in the
damaging effect on a pavement for a given vehicle. In accordance with the DTMR requirements, 3.2
Equivalent Standard Axles (ESA’s) per Heavy Vehicle (HV) are applicable on all State controlled roads
other than the Bruce Highway. Light vehicles (cars) have a negligible impact upon the pavement life,
and therefore have not been considered in this assessment.
6.0 PAVEMENT IMPACTS
6.1 Assessment Methodology6.0 PAVEMENT IMPACTS
6.2 Current and Future Traffic Loads
6.2 Current and Future Traffic Loads
6.2 Current and Future Traffic Loads
6.2 Current and Future Traffic Loads
6.3 Design Traffic Loads6.2 Current and Future Traffic Loads
6.2 Current and Future Traffic Loads
6.2 Current and Future Traffic Loads
6.2 Current and Future Traffic Loads
6.1 Assessment Methodology
6.1 Assessment Methodology
6.1 Assessment Methodology
6.1 Assessment Methodology
6.2 Current and Future Traffic Loads6.1 Assessment Methodology
6.1 Assessment Methodology
6.1 Assessment Methodology
6.1 Assessment Methodology
Page 31 of 74
Application of the above Equivalent Standard Axles (ESAs) / Heavy Vehicle (HV), indicates the current
traffic loading is approximately as follows:
Brisbane Valley Highway = 377 × 3.2 = 12,064 ESAs per day
107 million ESAs over 20 years (assumes 2% pa)
Coominya Connection Road = 228 × 3.2 = 730 ESAs per day
6.5 million ESAs over 20 years (assumes 2% pa)
It is expected that the Brisbane Valley Highway would have been designed in accordance with the
requirements for an Arterial road, and the Coominya Connection Road as a Freight Dependent
Development road.
Therefore, in accordance with the table below, the design life of each road is considered to be as
follows:
Coominya Connection Road - 10,000,000 ESAs over 20 years
Brisbane Valley Highway - 38,000,000 ESAs over 40 years
It is considered therefore, that the existing pavements comfortably accommodate current traffic
loadings with considerable spare capacity available for traffic growth.
6.3 Design Traffic Loads
6.3 Design Traffic Loads
6.3 Design Traffic Loads
6.3 Design Traffic Loads
6.3 Design Traffic Loads
6.3 Design Traffic Loads
6.3 Design Traffic Loads
6.3 Design Traffic Loads
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
6.4 Development Pavement ImpactsFIGURE 6.1 – DESIGN
TRAFFIC LOADING FOR VARIOUS ROAD TYPES
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
FIGURE 6.1 – DESIGN TRAFFIC LOADING FOR VARIOUS ROAD TYPES
Page 32 of 74
It is estimated that the proposed development will generate in the order of 30 heavy vehicle
movements per day (in + out). This equates to the following number of ESAs:
30 × 3.2 ESAs / HV = 96 ESAs per day
30,048 ESAs per annum (assumes 6 days per week operation)
0.6 million ESAs over 20 years
This equates to approximately 6% of the pavement loading capacity of the Coominya Connection
Road and less than 1.5% of that for the Brisbane Valley Highway. It is considered therefore, that the
development will not have a significant impact upon the Brisbane Valley Highway, however a
contribution towards pavement rehabilitation and maintenance costs may be appropriate for the
Coominya Connection Road. This should be assessed in detail at the Development Application for a
Development Permit stage when more accurate development details are known.
6.4 Development Pavement Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS6.4 Development Pavement
Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS
APPENDIX A – TRAFFIC SURVEY DATA7.0 SUMMARY OF CONCLUSIONS &
RECOMMENDATIONS6.4 Development Pavement Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS6.4 Development Pavement
Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS 6.4 Development Pavement Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS6.4 Development Pavement
Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS
APPENDIX A – TRAFFIC SURVEY DATA7.0 SUMMARY OF CONCLUSIONS &
RECOMMENDATIONS6.4 Development Pavement Impacts
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS6.4 Development Pavement
Impacts
Page 33 of 74
• The subject site is located on the south east corner of the Coominya Connection Road /
Brisbane Valley Highway intersection. The site is identified as 390 West Road and 29
Coominya Connection Road and has a total site area of approximately 317.9 hectares.
• The proposed master plan comprises of ten precincts, each with a land use or uses relating to
cattle grazing or poultry farming. The proposal includes tourist based attractions and
educational facilities, together with the core farming activities. A service station has
previously been approved for the corner of the Brisbane Valley Highway and the Coominya
Connection Road (within the site).
• The site is bounded by two State controlled roads (Brisbane Valley Highway and the
Coominya Connection Road) and a Council controlled road (West Road). Access is proposed
via two locations off the Coominya Connection Road, and two locations off West Road.
• A review of current and projected traffic volumes in the area together with an assessment of
the likely traffic generation of component of the development indicates that only basic left
and right turning treatments will be required at each access intersection. However, such can
be verified at the Development Application (for a Development Permit) stage for each
precinct when more accurate development characteristics are known.
• SIDRA analysis indicates that the Brisbane Valley Highway / Coominya Connection Road and
Coominya Connection Road / West Road intersections will not require upgrading as a
consequence of the proposed development.
• Traffic generated by the proposal will not trigger the need for capacity upgrades on the
Brisbane Valley Highway or Coominya Connection Road.
• Development traffic pavement impacts equate to approximately 6% of the pavement loading
capacity of the Coominya Connection Road and less than 1.5% of that for the Brisbane Valley
Highway. It is considered therefore, that the development will not have a significant impact
upon the Brisbane Valley Highway, however a contribution towards pavement rehabilitation
and maintenance costs may be appropriate for the Coominya Connection Road. This should
be assessed in detail at the Development Application for a Development Permit stage when
more accurate development details are known.
7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS
APPENDICES7.0 SUMMARY OF CONCLUSIONS & RECOMMENDATIONS
Page 34 of 74
APPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANS
APPENDIX B – TRAFFIC SURVEY DATA
APPENDIX C –DEVELOPMENT TRAFFIC TURNING MOVEMENTS
APPENDIX D – SIDRA MODELLING RESULTS
APPENDICES
APPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANSAPPENDICES
Page 35 of 74
APPENDIX A – INDICATIVE DEVELOPMENT PLANS
APPENDIX B – DETAILED TRAFFIC SURVEY DATAAPPENDIX A – OVERALL PRECINCT PLAN AND INDICATIVE DEVELOPMENT PLANS
Page 36 of 74
Page 37 of 74
Page 38 of 74
Page 39 of 74
APPENDIX B – DETAILED TRAFFIC SURVEY DATA
APPENDIX B – DETAILED TRAFFIC SURVEY DATA
Page 40 of 74
Page 41 of 74
BRISBANE VALLEY HIGHWAY / COOMINYA CONNECTION ROAD
Page 42 of 74
COOMINYA CONNECTION ROAD / WEST ROAD
Page 43 of 74
Page 44 of 74
NORTHBOUND
NORTHBOUND
Page 45 of 74
Page 46 of 74
SOUTHBOUND
SOUTHBOUND
Page 47 of 74
Page 48 of 74
TWO WAY
APPENDIX C
–
DEVELOPM
ENT
TRAFFIC
TURNING
MOVEMEN
TSTWO
WAY
Page 49 of 74
Page 50 of 74
APPENDIX C –DEVELOPMENT TRAFFIC TURNING MOVEMENTS
APPENDIX C –DEVELOPMENT TRAFFIC TURNING MOVEMENTS
Page 51 of 74
PRECINCT 1 –
HOSPITALITY PRECINCT
AM PEAK HOUR
PRECINCT 1 –
HOSPITALITY PRECINCT
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
0
0
0
0
0
0
0
0
0
1
1
00
00
7
7
3
3
1 2
1 2
0
0
2 0
2 0 4
4 1
1
2
2
1
1
0
0 0 0
0 0 0
0 0
0
3
2
3
2
10
10 Hospitality Precinct
Access
Hospitality Precinct
Access
5
5
Page 52 of 74
PRECINCT 1 –
HOSPITALITY PRECINCT
PM PEAK HOUR
PRECINCT 1 –
HOSPITALITY PRECINCT
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
0
0
0
0
0
0
0
0
0
1
1
00
00
00
00
00 00
00 00
1
1
4 1
4 1 8
8 2
2
6
6
5
5
002
002 2 0
2 0 3
3 2
2
20
5
20
5
15
15 Access
Access 10
10
Page 53 of 74
PRECINCT 2 –
MAIN ABATTOIR
AM PEAK HOUR
PRECINCT 2 –
MAIN ABATTOIR
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
0
0
0
0
0
1
1
1
1
1
1
10
3
10
3
10
10
7
7
3
3
3 7
3 7
0
0
2 1
2 1 2
2 1
1
1
1
1
1
0
0 1 0
1 0 0
0 0
0
Access
Access 3
3
Page 54 of 74
PRECINCT 2 –
MAIN ABATTOIR
PM PEAK HOUR
PRECINCT 2 –
MAIN ABATTOIR
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
0
0
0
0
0
1
1
1
1
1
1
10
3
10
3
10
10
7
7
3
3
3 7
3 7
0
0
2 1
2 1 2
2 1
1
1
1
1
1
0
0 1 0
1 0 0
0 0
0
Access
Access 3
3
Page 55 of 74
PRECINCT 3 –
SERVICE STATION
AM PEAK HOUR
PRECINCT 3 –
SERVICE STATION
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
20
20
00
00
00 00
00 00
00
00
00 00
00 00 00
00 00
00
00
00
00
00
00
00 00 00
00 00 00
00 00
00
00
00
10
10
10
10
10
10
20
20
Page 56 of 74
PRECINCT 3 –
SERVICE STATION
PM PEAK HOUR
PRECINCT 3 –
SERVICE STATION
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
20
20
00
00
00 00
00 00
00
00
00 00
00 00 00
00 00
00
00
00
00
00
00
00 00 00
00 00 00
00 00
00
00
00
10
10
10
10
10
10
20
20
Page 57 of 74
PRECINCT 4 –
QUAIL FARM
AM PEAK HOUR
PRECINCT 4 –
QUAIL FARM
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
1
0
1
0
0
1
1
1
1
1
1
2
2
0
0
0 1
0 1
1
1
0 2
0 2 1
1 1
1
0
0
0
0
0
0 0 0
0 0 0
0 0
0
3
3
1 1
1 1
1
1
Access
Access
Page 58 of 74
PRECINCT 4 –
QUAIL FARM
PM PEAK HOUR
PRECINCT 4 –
QUAIL FARM
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
1
0
1
0
0
1
1
0
0
1
1
1
1
0
0
0 2
0 2
1
1
0 1
0 1 00
00 2
1
2
1 00
00
00
00
00
00 00 00
00 00 00
00 00
00
1
1
3 1
3 1
00
00
Access
Access
Page 59 of 74
PRECINCT 5 –
POULTRY FARM
AM PEAK HOUR
PRECINCT 5 –
POULTRY FARM
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
3
2
3
2
2
2
2
2
0
0
1 2
1 2
00
00
2 0
2 0 1
1 0
0
00
00
1
1
00
00 00 00
00 00 00
00 00
00
Access
Access 1
1
Page 60 of 74
PRECINCT 5 –
POULTRY FARM
PM PEAK HOUR
PRECINCT 5 –
POULTRY FARM
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
3
2
3
2
2
2
2
2
0
0
1 2
1 2
00
00
2 0
2 0 1
1 0
0
00
00
1
1
00
00 00 00
00 00 00
00 00
00
Access
Access 1
1
Page 61 of 74
PRECINCT 6 – POULTRY
FARM (STAGE ONE)
AM PEAK HOUR
PRECINCT 6 – POULTRY
FARM (STAGE ONE)
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
3
2
3
2
2
2
2
2
0
0
1 2
1 2
00
00
2 0
2 0 1
1 0
0
00
00
1
1
00
00 00 00
00 00 00
00 00
00
Access
Access 1
1
Page 62 of 74
PRECINCT 6 – POULTRY
FARM (STAGE ONE)
PM PEAK HOUR
PRECINCT 6 – POULTRY
FARM (STAGE ONE)
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
3
2
3
2
2
2
2
2
0
0
1 2
1 2
00
00
2 0
2 0 1
1 0
0
00
00
1
1
00
00 00 00
00 00 00
00 00
00
Access
Access 1
1
Page 63 of 74
PRECINCT 7 –
GRAZING AND RESEARCH
AM PEAK HOUR
PRECINCT 7 –
GRAZING AND RESEARCH
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
1
1
1
1
1
1
2
2
0
0
00 1
00 1
00
00
0 2
0 2 1
1 1
1
00
00
00
00
00
00 00 00
00 00 00
00 00
00
00
00 1
1
1 1
1 1
Access
Access
Page 64 of 74
PRECINCT 7 –
GRAZING AND RESEARCH
PM PEAK HOUR
PRECINCT 7 –
GRAZING AND RESEARCH
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
1
1
1
1
1
1
1
1
00
00
00 00
00 00
00
00
00 1
00 1 00
00 00
00
00
00
00
00
00
00 00 00
00 00 00
00 00
00
00
00
1
1 1
1
3 1
3 1
Access
Access
Page 65 of 74
PRECINCT 8 –
TOURIST CABINS
AM PEAK HOUR
PRECINCT 8 –
TOURIST CABINS
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
1
0
1
0
2
2
2
2
0
0
0 1
0 1
00
00
00 00
00 00 00
00 00
00
00
00
00
00
00
00 00 00
00 00 00
00 00
00
00
00
Access
Access 0
0
Page 66 of 74
PRECINCT 8 –
TOURIST CABINS
PM PEAK HOUR
PRECINCT 8 –
TOURIST CABINS
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
2
0
2
0
1
1
1
1
0
0
00 2
00 2
00
00
00 00
00 00 00
00 00
00
00
00
00
00
00
00 00 00
00 00 00
00 00
00
Access
Access 0
0
Page 67 of 74
PRECINCT 9 – FUTURE
EDUCATION AND INDUSTRY
AM PEAK HOUR
PRECINCT 9 – FUTURE
EDUCATION AND INDUSTRY
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
3
1
3
1
5
5
4
4
1
1
1 2
1 2
00
00
1 0
1 0 2
2 2
2
1
1
1
1
1
1 1 1
1 1 1
1 0
0
Access
Access 2
2
Page 68 of 74
PRECINCT 9 – FUTURE
EDUCATION AND INDUSTRY
PM PEAK HOUR
PRECINCT 9 – FUTURE
EDUCATION AND INDUSTRY
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
00
00
00
00
00
00
5
2
5
2
3
3
2
2
1
1
1 4
1 4
00
00
2 0
2 0 1
1 00
00
1
1
1
1
1
1 1 0
1 0 1
1 0
0
Access
Access 1
1
Page 69 of 74
PRECINCT 10 –
LIGHT INDUSTRY
AM PEAK HOUR
PRECINCT 10 –
LIGHT INDUSTRY
AM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
00
00
00
00
00
00
2
2
2
2
00
00
2
2
1
1
0 2
0 2
00
00
0 3
0 3 2
2 2
1
2
1 00
00
00
00
00
00 00 00
00 00 00
00 00
00
5
5
3 1
3 1
2
2
Page 70 of 74
PRECINCT 10 –
LIGHT INDUSTRY
PM PEAK HOUR
PRECINCT 10 –
LIGHT INDUSTRY
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
2
0
2
00
00
1
1
1
1
1
1
2
2
0
0
1 3
1 3
2
2
0 2
0 2 1
1 4
1
4
1 00
00
00
00
00
00 00 00
00 00 00
00 00
00
3
3
5 2
5 2
1
1
Page 71 of 74
OVERALL DEVELOPMENT
AM PEAK HOUR
OVERALL DEVELOPMENT
AM PEAK HOUR
5
5
3 1
3 1
2
2
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
1
0
1
0
0
7
7
7
7
7
7
19
7
19
7
20
20
28
28
20
20
16 20
16 20
1
1
8 8
8 8
10
4
10
4
7
1
7
1 6
6
4
4
4
4 3 1
3 1 4
4 2
2
3
3
1 1
1 1 3
3 00
00
1
1
1 1
1 1
Access
Access
Access
Access
Access
Access
3
2
3
2
10
10 Access
Access 5
5
9
9
Page 72 of 74
OVERALL DEVELOPMENT
PM PEAK HOUR
OVERALL DEVELOPMENT
PM PEAK HOUR
Coominya Connection
Road
Coominya Connection
Road
Brisbane Valley
Highway
Brisbane Valley
Highway
Forest Hill Fernvale
Road
Forest Hill Fernvale
Road Warrego Highway
Warrego Highway
West Road
West Road
Brisbane Valley
Highway
Brisbane Valley
Highway
SITE
SITE
0
3
0
3
0
0
6
6
6
6
6
6
13
9
13
9
00
00
28
28
20
20
21 37
21 37
3
3
12 5
12 5 14
14 10
2
10
2 3
3
3
3
3
3 2 1
2 1 2
2 1
1
1
1
3 1
3 1 1
1 1
1
6
6
3 1
3 1
Access
Access
Access
Access
Access
Access
20
5
20
5
15
15 Access
Access 10
10
7
7
3
3
5 2
5 2
1
1
Page 73 of 74
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End of document
Page 74 of 74
Brisbane Valley Highway / Coominya Connection Road
Full development / 2028 background traffic volumes