Proposed Bunnings Development
52
Transport and Traffic Planning Associates Proposed Bunnings Development Bringelly Road Business Hub, Skyline Crescent, Leppington Traffic and Parking Assessment Ref: 19132 Date: November 2019 Issue: D
Transcript of Proposed Bunnings Development
Tr anspor t and Tr af f i c P l ann ing Associ at es
Proposed Bunnings Development
Bringelly Road Business Hub, Skyline Crescent, Leppington
Traffic and Parking Assessment
Ref: 19132
Date: November 2019
Issue: D
Tr anspor t and Tr af f i c P l ann ing Associ at es
Table of Contents
1.0 INTRODUCTION .................................................................................. 1
2.0 PROPOSED DEVELOPMENT SCHEME ............................................. 3
2.1 Site, Context and Existing Circumstances ................................... 3
2.2 Masterplan For Development ...................................................... 3 2.3 Proposed Development ............................................................... 4
3.0 ROAD NETWORK AND TRAFFIC CONDITIONS ............................... 5
3.1 Road Network.............................................................................. 5
3.2 Traffic Controls ............................................................................ 5 3.3 Traffic Conditions ........................................................................ 6 3.4 Transport Services ...................................................................... 7
4.0 TRAFFIC .............................................................................................. 8
5.0 PARKING ........................................................................................... 10
6.0 ACCESS, INTERNAL CIRCULATION AND SERVICING ................. 11
6.1 Access ....................................................................................... 11 6.2 Internal Circulation .................................................................... 11
6.3 Servicing ................................................................................... 12
7.0 SUSTAINABLE TRAVEL PLAN ........................................................ 13
8.0 RESPONSE TO THE SSD CONDITIONS, SEARS, RMS AND COUNCIL REQUIREMENTS ............................................................. 14
9.0 CONCLUSION ................................................................................... 16
List of Figures
Figure 1 Location Figure 2 Site Figure 3 Road Network Figure 4 Traffic Controls Figure 5A Projected 2026 Peak Traffic Volumes Figure 5B Projected 2031 Peak Traffic Volumes
List of Appendices
Appendix A Development Plans Appendix B Extract from SSD Traffic Report Appendix C Bunnings Traffic Data Assessment Appendix D Turning Path Assessment
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1.0 Introduction
This report has been prepared to accompany a Development Application to the
Department of Planning & Environment for a new Bunnings Warehouse on proposed Lot
3 in the Bringelly Road Business Hub (BRBH) site at Leppington (Figure 1).
The BRBH site is a new mixed use precinct being developed for Western Sydney
Parklands. SSD6324 was granted consent for a concept development scheme for this
21ha site with a projected maximum development outcome comprising:
Large Format Retail 50,000m2 (e.g. Bunnings, IKEA)
Light Industry 48,000m2
Service Centre 5,000m2
It is proposed to subdivide the site into 8 lots and to date, Consents have been granted
for proposed warehouse developments on the proposed Lots 6 and 8. The Bunnings
development scheme is for Lot 3 and comprises:
Warehouse 9,233m2
Timber Trade / BM & LY 4,708m2
Nursery and Bagged Goods 3,203m2
Total Retail Area: 17,258m2
The Bunnings development concept was forwarded to the Department of Planning and
Environment and the following SEARS requirements were issued in relation to Traffic
and Access.
Traffic and Access – including:
o a quantitative Traffic Impact Assessment prepared in accordance with relevant Council,
Austroads and RMS guidelines
o details of all daily and peak traffic and transport movements likely to be generated by
the development (vehicle type, public transport) during construction and indicative
operation
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o details and a justification of access to, from and within the site (vehicular and pedestrian)
o impacts on the safety and capacity of the surrounding road network (including
intersections along Bringelly Road and Cowpasture Road) and access points, using
SIDRA modelling or similar to assess impacts from current traffic counts and cumulative
traffic from existing and proposed development
o demonstrate that sufficient loading/unloading, car parking and pedestrian and cyclist
facilities have been provided for the development
o details of road upgrades, new roads or access points required for the development, if
necessary.
Separate responses were forwarded to DOPE by Roads and Maritime Services and
Liverpool City Council. However, unfortunately, the responses to the Bunnings
development scheme have not had regard to the Traffic and Access assessment
undertaken for the SSD process which included an envisaged Bunnings of 20,000m2.
Also, there has been no regard for the fact that the Skyline Drive traffic signal controlled
access intersection on Bringelly Road has been designed and constructed to
accommodate the maximum envisaged outcome of the approved SSD development
concept.
The purpose of this report is to:
❖ describe the site, its context and the proposed development
❖ describe the road network serving the site and traffic conditions on that network
❖ assess the proposed access arrangements
❖ assess the potential traffic implications
❖ assess the adequacy of the proposed parking provision
❖ assess the proposed internal circulation and servicing arrangements
❖ respond to the SSD Consent Conditions, SEARS, RMS and Council requirements.
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2.0 Proposed Development Scheme
2.1 Site, Context and Existing Circumstances
The site (Figure 2) is proposed Lot 3 in the Bringelly Road Business Hub being an
irregular shaped area of some 4.1ha with frontage to the Skyline Crescent access road
which connects to Bringelly Road (see subdivision plan overleaf).
The site is located just to the north-east of the proposed Leppington Town Centre which
will extend around the new Railway Station.
The nearby uses comprise:
❖ the Western Sydney Parklands which extend to the north and west
❖ the rural residential properties which adjoin to the east and west
❖ the new Horningsea Park and West Hoxton residential precincts which extend to
the east and north
The site, which is cleared and vacant, has been subject to earthworks
(levelling/benching) as part of the preparatory works for the development of BRBH.
Skyline Crescent is being constructed along the former section of Bringelly Road which
runs through the southern part of the site. However, the access intersection on Bringelly
Road has been constructed and the traffic control signals are now operating.
2.2 Masterplan For Development
A staged Development Application (SSD6324) was approved for BRBH with a Concept
Plan for a subdivision providing some 185,000m2 of developable land with an access
road connecting to Bringelly Road. The Traffic Impact Assessment undertaken for the
SSD Application identified a “highest order” potential development outcome of:
Large Format Retail 50,000m2 (identified as Bunnings, Masters, Ikea)
Light Industry 48,000m2
Service Station & Fast Food (2) 5,000m2
159°56'40"
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ISO 9001:2008FS 535063
M.G.A
Number Bearing Distance
27 111°14'10" 11.955
17 89°45'40" 9.395
25 353°15'50" 11.99526 345°58'40" 21.98
3 177°13'30" 6.31
35 283°16'30" 18.345
33 163°18'50" 25.26532 158°58'50" 22.12
20 145°26'40" 4.445
18 79°44'20" 16.21519 145°29' 11.845
21 80°20' 11.0622 77°41'20" 15.83523 77°41'20" 20.12
28 307°11' 13.029 244°4'20" 14.4330 256°19'50" 7.6931 259°44'20" 29.415
34 12°36'30" 13.17
1 354°22'40" 2.22 217°17' 21.86
16 80°21'20" 22.33515 77°20'20" 6.75
36 217°40'20" 14.0437 217°40'20" 12.305
Number Chord Bearing Chord Distance Arc Length Radius
46 108°04'40" 17.425 17.725 27.71
8 306°42' 30.54 33.965 21.59 57°09'15" 20.72 21.405 24.3510 135°36'25" 33.88 59.82 17.18511 235°12' 12.055 12.445 14.2512 260°50'35" 38.94 44.475 25.23513 286°21'35" 11.980 12.385 13.92
4 173°27'35" 11.485
44 89°45'40" 1.94545 325°29' 5.07
49 80°20' 12.1347 89°13' 7.375
43 117°28'15" 6.07 6.12 13.4548 84°51'05" 38.65 38.675 308.88524 36°37'50" 36.375 40.26 2850 68°08'55" 7.62 7.68 17.185
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3
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4
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6
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8
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9
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1366m²
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7
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3143m²
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5
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5438m²
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2
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1
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5
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DP 29104
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2
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DP 877703
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PT 10
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DP 29104
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PT 4
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DP 29104
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ROAD
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STUART
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ROAD 1
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ROAD 2
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9
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DP 29104
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(EXISTING ROAD ALIGNMENT)
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(EXISTING ROAD ALIGNMENT)
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LINE FOR AREA PURPOSE ONLY
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10752m²
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DIVIDING LINE FOR ROAD AREA
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22467m²
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22241m²
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69740m²
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40968m²
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12892m²
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9230m²
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6646m²
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LIMITING LINE FOR ROAD AREA
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BOUNDARY BASED ON DP1222985
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BOUNDARY BASED ON DP1218046
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BOUNDARY BASED ON DP1218046
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17
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DP 1218046
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PT 11
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COWPASTURE
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ROAD
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BRINGELLY ROAD
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TO BE DEDICATED
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NOTES:
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Drawn By:
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Surveyor:
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CLIENT
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L.G.A.
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JOB TITLE
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Plan No.:
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PLAN OF
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t
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61 2 9685 2000
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e
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w
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www.landpartners.com.au
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Date of Survey:
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Reduction Ratio:
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Sheet 1 of 1
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RJ
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C.I.P.
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SY073409
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PROPOSED SUBDIVISION AT BRINGELLY ROAD, BUSINESS HUB LEPPINGTON
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20/2/2019
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001.1.12
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LIVERPOOL
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N
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03/09/2019
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RECONFIG LOTS 1 & 3
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12
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AMENDMENTS
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VERSION
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No.
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1:2500@A3
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RJ/SF
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Sydney Office
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Level 2, 23-29 South St
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Rydalmere NSW 2116
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Dundas NSW 2117
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PO Box 1144
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%%UWARNING:
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This is a PROPOSED plan of subdivision subject to registration at LRS.
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Dimensions, Areas & easement locations could change
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following construction and are subject to final survey.
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The boundary information has been compiled from relevant plans and
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documentation that are available from the LPI, any additional information
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shown has been provided by design consultants.
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If Areas, dimensions & easements locations are to be accurately calculated
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LandPartners Limtied recommends that a full plan of Redefinition/Consolidation
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be undertaken to comfirm the final Survey Plan.
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AREA OF EXISTING BRINGELLY
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ROAD ALIGNMENT TO BE
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CLOSED.
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NOTE: LOTS INCLUDED IN SUBDIVISION PROPOSED LOTS INCLUDED IN SUBDIVISION PROPOSED ARE LOTS 10 AND 11 DP1222985 LOTS 1-4 AND 10-13 DP29104 LOTS 11-16 IN DP1218046
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SCHEDULE OF CURVED BOUNDARIES
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SCHEDULE OF SHORT LINES
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To date, two consents have been granted for the development as follows:
Lot 6 Warehouse and Showroom Facility Total 6,411m2
Lot 8 Warehouse Facility Total 10,600m2
2.3 Proposed Development
The proposed Bunnings development involves construction of a single-level building
comprising:
Warehouse 9,233m2
Timber Trade / BM & LY 4,708m2
Nursery and Bagged Goods 3,203m2
Total 17,258m2
Parking for 373 cars is to be provided at-grade with vehicle accesses comprising:
❖ a combined ingress/egress for the carpark on Skyline Crescent connecting into the
roundabout
❖ a combined ingress/egress for the carpark and ingress for delivery vehicles on
Skyline Crescent at the western site boundary
❖ an egress for delivery vehicle egress on Skyline Crescent at the eastern site
boundary
Details of the proposed development are provided on the plans prepared by Michael Carr
Architect which accompany the Development Application and are reproduced in part in
Appendix A.
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3.0 Road Network and Traffic Conditions
3.1 Road Network
The existing road network serving the site (Figure 3) comprises:
❖ Camden Valley Way – a State Road and arterial route which connects between the
Hume Highway at Casula and Camden
❖ Cowpasture Road – a State Road and arterial route which connects between the
Horsley Drive at Bossley Park and Camden Valley Way at Horningsea Park
❖ Bringelly Road – a State Road and sub-arterial route which connects between
Cowpasture Road/Camden Valley Way at Horningsea Park and The Northern Road
at Bringelly
❖ Cowpasture Road (South) – a State Road and Collector route which connects
between Camden Valley Way and Bringelly Road
❖ The collector road systems serving Horningsea Park, Carnes Hill and Edmondson
Park
❖ Stuart Road – a local access road, connecting to Greenway Drive
❖ Skyline Crescent – a local access cul-de-sac serving the Bringelly Road Business
Hub
RMS have recently upgraded Bringelly Road over the 10km length between Camden
Valley Way and The Northern Road.
3.2 Traffic Controls
The existing traffic controls on the road network (Figure 4) comprise:
❖ the 70 kmph speed restriction on Bringelly Road
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❖ the traffic signals at the Bringelly Road, Cowpasture Road and Camden Valley Way
intersection
❖ the traffic signals at the Bringelly Road and Skyline Crescent intersection.
Details of the current arrangements at the Bringelly Road and Skyline Crescent
intersection are provided on the image and design plan overleaf indicating the
provision to enable a 2nd lane for the right turn into Skyline Crescent in the future. It is
proposed to provide a roundabout at the “3 leg” intersection of Skyline Crescent.
3.3 Traffic Conditions
The existing peak traffic volumes on Bringelly Road are subject to ongoing change as
development occurs in the area. The Traffic Assessment for the Bringelly Road Upgrade
Project1 identified the following AM and PM peak traffic flows on Bringelly Road west of
Camden Valley Way.
AM PM
EB WB EB WB
2016 1,075 685 765 1,136
2021 1,752 945 1,039 1,728
2026 2,148 1,211 1,257 2,320
2031 2,855 1,323 1,296 2,958
2036 3,719 1,274 1,408 3,889
The upgrade works (i.e. 2 lanes divided each way with turning lanes) have incorporated
a wide median island which will provide for future road widening to enable 3 lanes each
way with turning movements at some intersections increased to 2 lanes. The study
identified that the section between Cowpasture Road and Fourth Avenue would need to
be widened by 2026.
1 Bringelly Road Upgrade REF
AECOM 2011
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3.4 Transport Services
The Leppington Railway Station, located some 2.7km to the southwest, provides 20-30
minutes frequency train services while 30-minute to hourly Interline bus services operate
along Camden Valley Way (routes 851, 855, 856 and 857) and Horningsea Park Drive
(routes 852, 854 and 864) within 600m from the site.
It is inevitable that development occurs in the Precinct that improved bus services will
be provided along Bringelly Road taking advantage of the bus stop and priority
provisions incorporated into the Bringelly Road upgrade works.
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4.0 Traffic
The traffic assessment undertaken for the SSD Application (as modified) is reproduced
in part in Appendix B indicating the projected peak traffic generation of the various
envisaged development element outcomes. It can be seen that the envisaged Large
Format Hardware element of 20,000m2 (i.e. Bunnings) was identified as generating up
to 900 vtph during its peak weekend trading period while the other elements
particularly Large Format Retail, Fast Food and Service Station also were seen to
generate significant traffic movements. However, it was projected that the overall
generation would be mitigated by:
- a significant “Passing Trade” element
- a significant “Dual Visitation” element
The assessed “total additional” (i.e. to the traffic movements on Bringelly Road) were
as follows:
AM PM WEMD
508 vtph 977 vtph 1,518 vtph
The projected peak intersection movements for 2026 (80% development) and 2031
(100% development) are shown on the Figures 5A and 5B. The results of SIDRA
traffic modelling undertaken for the 100% circumstance with Bringelly Road 4 lanes in
2026 and 6 lanes in 2031 are reproduced in the following while the criteria for
interpreting SIDRA output is reproduced overleaf.
AM PM SAT
LOS AVD LOS AVD LOS AVD
Option A (1 RT Lane)
4 Lanes 1.03 D 1.12 F 1.21 F
6 Lanes 0.86 B 1.00 C 1.03 E
Option B (2 RT Lane)
4 Lanes 1.02 C 0.93 C 1.00 D
6 Lanes 0.72 A 0.73 B 1.00 D
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It is not known at this point in time what the development outcomes will be for the
remaining 5 lots although the warehouse development outcome for Lots 6 and 8 has
only been a total of some 11,000m2 floor area for a total site area of 44,000m2 (i.e.
FSR of 0.25:1) whereas the SSD max. coverage for light industry was 0.65:1).
However, even if the “optimistic highest order” outcome eventuates the access
intersection will accommodate the assessed traffic demands in 2031 albeit with the
opening up of the 2nd lane for the right turn into Skyline Crescent. At the same time, it
would appear more likely that there will be a larger element of warehouse development
occurring (i.e. than foreseen) with a consequential lower traffic generation outcome.
It is apparent that the advent of a Bunnings warehouse of some 20,000m2 was
foreseen and assessed for the SSD application to have projected peak traffic
generation of 360 vtph in the weekday PM peak and 900 vtph in the Saturday MD
peak. The proposal for a Bunnings of some 17,258m2 with reference to the Appendix
C data will only generate some 280-300 vtph during the weekday PM peak and some
780 to 800 vtph during the weekend midday peak. It follows that the operational
performance of the Bringelly Road and Skyline Crescent and the Bringelly Road and
Cowpasture Road intersections will be somewhat better than foreseen in the accepted
SSD Application assessment.
There is no reason to undertake any revised assessment for the Bunnings
Development Application because the “worst case” outcome was addressed in the
SSD application with future traffic demands for Bringelly Road sourced from the RMS
assessment for the Bringelly Road project.
Criteria for Interpreting Results of SIDRA Analysis 1. Level of Service (LOS) LOS Traffic Signals and Roundabouts Give Way and Stop Signs
‘A’ Good Good
‘B’ Good with acceptable delays and spare capacity Acceptable delays and spare capacity
‘C’ Satisfactory Satisfactory but accident study required
‘D’ Operating near capacity Near capacity and Accident Study required
‘E’ At capacity; at signals incidents will cause excessive delays. Roundabouts require other control mode
At capacity and requires other control mode
‘F’ Unsatisfactory and requires additional capacity Unsatisfactory and requires other control mode
2. Average Vehicle Delay (AVD) The AVD provides a measure of the operational performance of an intersection as indicated on the table below, which relates AVD to LOS. The AVD's listed in the table should be taken as a guide only as longer delays could be tolerated in some locations (ie inner city conditions) and on some roads (ie minor side street intersecting with a major arterial route).
Level of Service
Average Delay per Vehicle (secs/veh)
Traffic Signals, Roundabouts
Give Way and Stop Signs
A Less than 14 Good operation Good operation
B 15 to 28 Good with acceptable delays and spare capacity
Acceptable delays and spare capacity
C 29 to 42 Satisfactory Satisfactory but accident study required
D 43 to 56 Operating near capacity Near capacity and accident study required
E 57 to 70 At capacity; at signals incidents will cause excessive delays. Roundabouts require other control mode
At capacity and requires other control mode
3. Degree of Saturation (DS) The DS is another measure of the operational performance of individual intersections. For intersections controlled by traffic signals
1 both queue length and delay increase rapidly as DS
approaches 1, and it is usual to attempt to keep DS to less than 0.9. Values of DS in the order of 0.7 generally represent satisfactory intersection operation. When DS exceeds 0.9 queues can be anticipated. For intersections controlled by a roundabout or GIVE WAY or STOP signs, satisfactory intersection operation is indicated by a DS of 0.8 or less.
1 the values of DS for intersections under traffic signal control are only valid for cycle length of 120 secs
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5.0 Parking
Condition B10 of SSD 6234 (as modified) specifies a MINIMUM parking provision for
Large Format Retail use of 1 space per 50m2 GFA. Application of this criteria to the
proposed Bunnings would indicate a minimum provision of 345 spaces.
The assessments contained in Appendix C provide comprehensive confirmation in
regard to the parking demands for contemporary Bunnings of some 1 space per 48 –
50m2. Application of this criteria demand to the proposed development would indicate
the following:
17,258m2 @ 1 space per 48m² to 50m² – 345 to 360 spaces
It is proposed to provide a total of 373 spaces including 7 accessible spaces and 4 trailer
spaces. This will be quite adequate to meet seasonal peak demands and the proposed
parking provisions will also include 12 bicycle spaces.
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6.0 Access, Internal Circulation and Servicing
6.1 Access
The proposed vehicle access provisions comprise:
❖ a combined ingress/egress driveway for the carpark connecting to the Skyline
Crescent roundabout as a “4th arm” roadway
❖ a combined ingress/egress driveway for the carpark and ingress for trucks at
the western boundary
❖ an egress driveway for trucks at the eastern boundary.
The accesses will be located where good sight distances will be available and the
design of the driveways will comply with AS2890.1 and 2.
Pedestrian access will be facilitated by:
❖ pathways along Skyline Crescent connecting to the shared path along Bringelly
Road and the signal controlled pedestrian crossings at the intersection
❖ the pedestrian access between the building and the pathway along Skyline
Crescent
❖ the central pedestrian corridor through the carpark and the normal Bunnings
“pedestrian zone” treatment at the front of the building.
6.2 Internal Circulation
Cars will ingress through the carpark ingress driveways and circulate through the at-
grade parking. The design of the aisles and parking bays etc. will accord with the design
criteria of AS2890.1 and 6 and the circulation system will be very flexible due to the two-
way traffic provisions and dual access points.
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6.3 Servicing
There will be relatively limited interaction between cars and delivery trucks which will
largely be independent of each other except for the truck ingress.
The design provisions for service vehicles will accord with the AS2890.2 criteria and
the requirements of all vehicles requiring to access the site as indicated in the turning
path assessment provided in Appendix D. The normal peak truck delivery movements
for a Bunnings is some 15 to 20 vehicles per day with the great majority being HRV’s
and MRV’s. The proposed loading provisions reflect the normal Bunnings format with
substantial queuing provision for arriving trucks. Truck delivery movements will
principally occur during the weekday morning period with no movements occurring in
the weekday afternoon (typically after 4pm) or on weekends.
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7.0 Sustainable Travel Plan
Achieving a sustainable non-car travel mode outcome for the proposed development will
be facilitated by:
❖ The bus stops provided in the bus bays located on both sides of Bringelly Road
adjacent to the BRBH access intersections. The bus services will provide connections
to the surrounding residential areas, the railway stations at Leppington and Liverpool
and inter-connection with other regional bus services.
❖ The shared path provided along the northern side of Bringelly Road which will connect
to the regional bicycle and pedestrian network
❖ The traffic signals at the Bringelly Road and Skyline Crescent access intersection
which incorporate pedestrian and cyclist crossing facilities
❖ The provision of lockers and shower facilities for staff
❖ The provision of bicycle parking spaces
A Green Travel Plan incorporating a Transport Access Guide can be prepared and
submitted as part of the Construction Certificate documentation, if required. However, it
is an established reality that apart from staff visitation to Bunnings is almost entirely by
car due to the need to transport bulky purchases.
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8.0 Response to the SSD Conditions, SEARS, RMS and
Council Requirements
SSD Consent Conditions
B7 Responded to with this report
B8 Refer to Section 6 of this report
B9 Refer to Section 7 of this report
B10 The proposed parking provision exceeds the minimum specified
B12 A Construction Traffic Management Plan will be prepared for CC.
However, construction traffic volumes will only be a mere fraction of that
generated by the completed Bunnings.
SEARS Conditions
4.1 Provided in this report
4.2 Provided in this report. The “transport movements” for Bunnings involves
a high proportion of vehicle movements due to the nature of the business
(i.e. customers with bulky goods and materials).
4.3 Refer to Section 6 of this report
4.4 Provided in this report
4.5 Refer to Section 6 of this report. Pedestrian and cyclist movements are
constrained by the nature of the Bunnings business
4.6 None required as already provided for.
RMS Requirements
1. Provided in the SSD assessment where as this report confirms the
Bunnings traffic outcome will be somewhat less
2. Provided in this report
3. Provided in this report
4. Provided in Section 6 of this report
Tr anspor t and Tr af f i c P l ann ing Associ at es
R e f . 1 9 1 3 2 1 5
5. Provided in the SSD assessment adopting RMS projected future traffic
demands
6. Not required as the access intersection and access roadway have been
designed and constructed to accommodate the “worst case” traffic
outcome.
7. A detailed CTMP will be prepared for the Construction Certificate process.
Council Requirements
The principal vehicle access will now be constructed as a normal 4th road arm to the
roundabout. There will be two ingress points for the carpark and there will be no
potential or reason for queuing for ingressing vehicles impacting on the Bringelly Road
intersection.
Tr anspor t and Tr af f i c P l ann ing Associ at es
R e f . 1 9 1 3 2 1 6
9.0 Conclusion
The proposed Bunnings development at Leppington will utilise a relatively large site
which has convenient access to the arterial road system. This assessment has
concluded that the proposed development:
will not result in any adverse traffic implications as indicated by the “worst case”
traffic assessment undertaken for the SSD Application and the now reduced traffic
generation potential of the actual development outcome.
will have an appropriate and adequate parking provision
will have suitable vehicle access, internal circulation and servicing provisions
Tr anspor t and Tr af f i c P l ann ing Associ at es
Appendix A
Development Plans
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.2.100 CHANGE IN COLOUR R.L.2.100CHANGE IN COLOUR
R.L.10.295 APEX OF ENTRY
R.L.6.400 SPRINGING HEIGHT R.L.6.400SPRINGING HEIGHT
29915000495050003008
20950
1200
4500
3100
4300
2100
9500
17540 7500 98717500
3100
4300
2100
9500
1200
4000
1200 17000 MAIN ENTRY 1200
6430
4000
TIMBER TRADE SALES CANOPY GARDEN CENTRE ENTRY CANOPY
PG
PW
PG
PW
PS PS
PW
PG
PGPG
PS PG
PR
4000
4400
PS
F1
PG
PW
500
STENCIL NO. 17 STENCIL NO. 17
7400
2100
500
500
EQ
EQ
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.4.975 TOP OF NURSERY R.L.4.975TOP OF NURSERY
R.L.6.250TOP OF CANOPY
R.L.10.295 APEX OF ENTRY
R.L.6.400 SPRINGING HEIGHT
R.L.1.200 TOP OF DADO WALL
1200
4000
6430
3250
1275
3775
1200
9500
4975 62
50
467
3250
GARDEN CENTRE ENTRY CANOPYMAIN ENTRY BEHIND BAGGED GOODS CANOPYNURSERY SHADE SAILS
INDICATIVE LOCATIONS
OF WATER TANKS AND
PUMP HOUSE BEHIND
F2
PW
CG
CG
F2
PW
F1
GVCG
STENCIL NUMBER 12
12500 7705 4336 15900
STENCIL NUMBER 12
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.5.050 BOTTOM OF CANOPY R.L.5.050BOTTOM OF CANOPY
R.L.2.100 CHANGE IN COLOUR R.L.2.100CHANGE IN COLOUR
R.L.10.295 APEX OF ENTRY
R.L.6.400 SPRINGING HEIGHT R.L.6.400SPRINGING HEIGHT
3100
1350
2950
2100
9500
1200
5050
1200
4500
4000
6430
3100
1350
2950
2100
9500
INDICATIVE LOCATION
OF WATER TANKS
INDICATIVE
LOCATION OF PUMP
HOUSE BEHIND
GOODS INWARDS CANOPY TIMBER TRADE
SALES CANOPY
MAIN ENTRY BEHIND
CG
PG
PG
PG
PW
PG
PW
PG PS
GV
EQ
EQ
EQ 17540 EQ
NOT TRUE ELEVATION
STENCIL NO. 17 STENCIL NO. 178TP-04
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.4.975 TOP OF NURSERY
R.L.6.250 TOP OF CANOPY
R.L.2.100CHANGE IN COLOUR
R.L.10.295 APEX OF ENTRY
R.L.6.400SPRINGING HEIGHT
R.L.1.200 TOP OF DADO WALL
1200
3775
1275
3250
9500
4975
5050
1200
2100
4300
3100
9500
EQ
SHADE SAILS BEHIND BAGGED GOODS CANOPY
MAIN ENTRY BEYOND
CG
PG
PW
PG
PW
CG
F2
PW
ROOF ACCESS LADDER 10000 17540
EQ
STENCIL NO. 17
190009871
STENCIL NO. 17
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.4.975 TOP OF NURSERY R.L.4.975TOP OF NURSERY
R.L.6.250 TOP OF CANOPY R.L.6.250TOP OF CANOPY
R.L.1.200TOP OF DADO WALLR.L.1.200 TOP OF DADO WALL
1200
4000
9500
3250
1275
3775
1200
4975
1200
5050
BAGGED GOODS CANOPY BEHIND
F2
PW
F1
CG
PG
PW
NUSRERY SHADE SAILS
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.5.050 BOTTOM OF CANOPY R.L.5.050BOTTOM OF CANOPY
R.L.2.100 CHANGE IN COLOUR R.L.2.100CHANGE IN COLOUR
R.L.6.400 SPRINGING HEIGHT R.L.6.400SPRINGING HEIGHT
5050
1200
2100
2950
1350
3100
4000
GOODS INWARDS CANOPY
CG
PG
PW
PG
PW F1PG
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.4.550 MEZZANINE LEVEL
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.5.050BOTTOM OF CANOPY
R.L.6.250TOP OF CANOPY
R.L.7.250 MEZZANINE CEILING
R.L.10.295 APEX OF ENTRY
R.L.4.000 U/SIDE OF MEZZANINE
1200
4000
6430
795
2250
2700
550
4000
1029
5
3250
1200
5050
9500
INDICATIVE SECTION THROUGH
BAGGED GOODS CANOPY
INDICATIVE SHADE SAILS
LOCATION AND CONNECTION
CG
CG
GARDEN CENTRE ENTRY CANOPYMAIN ENTRY BEHIND
INDICATIVE LOCATIONS
OF WATER TANKS AND
PUMP HOUSE BEHIND
CG
GV
CW
PG
PW
R.L.0.000 WAREHOUSE F.F.L. R.L.0.000WAREHOUSE F.F.L.
R.L.9.500 TOP OF PARAPET R.L.9.500TOP OF PARAPET
R.L.2.100 CHANGE IN COLOUR R.L.2.100CHANGE IN COLOUR
7400
2100
9871 15000
STENCIL NO. 17
PG
PW
CLIENT:
PROJECT: DRAWING TITLE:
SCALE:
CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE BEFORE COMMENDING ANY WORK OR PREPARING ANY SHOP DRAWINGS
UNLESS OTHERWISE AGREED THIS DRAWING AND THE INTELLECTUAL PROPERTY CONTAINED HERE ON REMAINS THE PROPERTY :-
Michael Carr ArchitectACN 005 121 219
88 Tope Street, South Melbourne 3205
Ph 03 9645 5635 Fax 03 9686 4084
Email [email protected]
Pty. Ltd.
ARCHITECT:
©
DATE:
FILE:
DESIGNED:
DRAWN:
CHECKED:
PROJECT No.
VERIFICATION:THIS DRAWING HAS BEEN REVIEWED & VERIFIED BY:
................................................
DRAWING No. REVISION:
ARCHITECTURAL
BUNNINGS WAREHOUSE
1 : 200@ A0
W:\Bunnings\18139 Leppington DA\03 - DRAWINGS\02 - REVIT\01_CENTRAL MODEL\18139_LEPPINGTON DA.rvt
P3
ELEVATIONS
CY
-
AZ
18139
TP-04
LOT 3 (BRINGELLY ROADBUSINESS HUB), SKYLINE DRIVEHORNINGSEA PARK NSW 2171
JUNE 2019
1 : 200@ A0
WEST ELEVATION (FRONT)
1 : 200@ A0
SOUTH ELEVATION (OUTDOOR NURSERY)
1 : 200@ A0
NORTH ELEVATION (BMLY)
1 : 200@ A0
EAST ELEVATION (REAR)
1 : 200@ A0
CONT. WEST ELEVATION (FRONT)
1 : 200@ A0
CONT. EAST ELEVATION (REAR)
1 : 200@ A0
SOUTH ELEVATION (INTERNAL)
FENCE SCHEDULE
F1
F2
PERIMETER FENCE
MATERIAL:
FINISH:
NOTES:
OUTDOOR NURSERY FINGERPROOF FENCE
MATERIAL:
NOTES:
2700mm HIGH CHAIN WIRE MESH FENCE
2100mm HIGH HEAVY DUTY 3.15mm GAUGE CHAIN WIRE MESH (50X50mm
APERTURE).
3 No. ROWS OF BARBED WIRE ABOVE - DOUBLE STRANDS TWISTED
TOGETHER IN 'IOWA' PATTERN @ 200 CTS.
GALVANISED (UN-PAINTED).
SPACING BETWEEN FENCE FRAME AND ADJACENT STRUCTURE MUST NOT
EXCEED 15mm
4975mm HIGH 'FINGERPROOF' MESH FENCE.
3775mm HIGH HARDENED / HIGH TENSILE WELD MESH PANELS WITH 70mm x
8mm x 4mm APERTURE. MAX PANEL WIDTH AT 2400mm.
RECTANGULAR HOLLOW SECTION FIXED UPRIGHT WITH PRECAST DADO
PANEL BETWEEN. 40mm x 40mm GALVANISED CONTINUOUS ANGLE BOTTOM
RAIL AND METAL CASING BEAD TO TOP WITH SHEER FIXING.
PANELS TO BE OVERLAPPED ON POST AND EXCESS MESH CUT BACK TO
EDGE OF POST. 50mm MS FLAT COVERPLATE FIXED TO POST OVER JOINTS.
PANELS TO BE SECURED USING GALVANISED SHEAR BOLT FASTENERS.
RAKING PANEL TO SECURE JOINS.
TENSILE STRENGTH IS 540-695 N/mm2.
GALVANISED (UN-PAINTED).
EXTEND FENCE POSTS TO 6000mm ABOVE FFL WHERE REQUIRED FOR
FLOODLIGHTS.
SPACING BETWEEN FENCE FRAME AND ADJACENT STRUCTURE MUST NOT
EXCEED 20mm.
WALL SCHEDULE
EXTERNAL CONCRETE WALLS
MATERIAL:
FINISH:
COLOUR:
FINISH:
COLOUR:
FINISH:
COLOUR:
NOTES:
W1
W3
METAL CLAD WALLS
MATERIAL:
FINISH:
COLOUR:
FINISH:
COLOUR:
NOTES:
MATERIAL:
FINISH:
COLOUR:
MATERIAL:
FINISH:
COLOUR:
NOTES:
OUTDOOR NURSERY CONCRETE DADO WALLS
MATERIAL:
FINISH:
COLOUR:
W2
MIN. 150mm THICK REINFORCED VERTICAL PRECAST CONCRETE PANELS TO
STRUCTURAL ENGINEER'S DESIGN WITH 'V' GROOVE AT 2100MM ABOVE FFL.
WALL TO BE 9500mm HIGH ABOVE WAREHOUSE FINISHED FLOOR LEVEL.
STANDARD TREATMENT TO EXTERNAL FACE (EXCL. AREAS BELOW)
PAINT (TEXTURED COATING TO FRONT WALL AND T.T.S. SIDE WALL ONLY)
GROUND TO 2100mm A.F.F.L. = 'BUNNINGS BUILDING WHITE'
2100mm TO 9500mm A.F.F.L = 'BUNNINGS BUILDING GREEN'
ALTERNATIVE TREATMENT TO THE FOLLOWING AREAS:
'OUTDOOR NURSERY', 'BAGGED GOODS' & 'BUILDING MATERIALS YARD'
PAINT
GROUND TO UNDERSIDE OF ROOF = 'BUNNINGS BUILDING WHITE'
INTERNAL FACE - FULL HEIGHT
PAINT
'BUNNINGS BUILDING WHITE' - REFER TO FINISHES CHART
REFER TO 'FINSHES CHART' AND ELEVATIONS FOR FURTHER DETAILS
MIN. 125mm THICK REINFORCED VERTICAL PRECAST CONCRETE PANELS
TO STRUCTURAL ENGINEER'S DESIGN.
PANEL TO 4975MM HIGH ABOVE WAREHOUSE FINISHED FLOOR LEVEL
PAINT ALL FACES OF PANEL
'BUNNINGS BUILDING WHITE' - REFER TO FINISHES CHART
0.42mm BMT CORRUGATED PROFILE WALL CLADDING ON STEEL FRAME.
REFER STRUCTURAL ENGINEER'S DRAWINGS FOR FRAMING DETAILS.
EXTERNAL FACE
CORRUGATED METAL SHEET WALL CLADDING
COLOUR OF CLADDING SUBJECT TO LOCATION - REFER TO
ARCHITECTURAL DRAWINGS FOR EXTENTS:
- COLORBOND - 'THREDBO WHITE'
- COLORBOND BHP - 'CATTAI GREEN'
INTERNAL FACE - OFFICES, AMENITIES, CAFE & PLAYGROUND
1 No. LAYER 10mm PLASTERBOARD (MR PLASTERBOARD IN WET AREAS)
WITH PAINT FINISH.
'BUNNINGS BUILDING WHITE' - REFER TO FINISHES CHART
IN ADDITION TO STANDARD SCREWS, USE TAMPER RESISTANT SCREWS TO
3000mm A.F.F.L. AT 600mm MAX. CENTRES ON EACH GIRT, IN COLORBOND
COLOR TO MATCH WALL CLADDING. USE 2 DIFFERENT ALTERNATING HEAD
PROFILES. AVAILABLE FROM 'KEABLES PTY. LTD.'
FLASHINGS, CAPPING AND TRIM GENERALLY
MILD (FLASHING FEED) IN 0.55mm BMT (BHP PRODUCT)
COLORBOND
BHP - 'CATTAI GREEN'
INSULATION AND SARKING
COMPOSITE SARKING / INSULATION BLANKET
CSR BRADFORD 'ANTICON 75' BLANKET + 'THERMOPLAST 980' DECORATIVE
FOIL
PRE-FINISHED
WHITE
INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO
ACHIEVE SPECIFIED 'R' RATINGS.
ELEVATION & SECTIONSFINISHES SCHEDULE
PR
PS
PG
GV
CG
CW
FINISH:
COLOUR:
FINISH:
COLOUR:
FINISH:
COLOUR:
FINISH:
COLOUR:
FINISH:
COLOUR:
FINISH:
COLOUR:
PAINT
DULUX SHADE REF: 87742 - 'BUNNINGS BUILDING RED'
PAINT - TEXTURED COATING
DULUX SHADE REF: 87744 - 'BUNNINGS STUCCO'
PAINT - (TEXTURED COATING TO EXTERNAL FRONT WALLS AND T.T.S.
SIDE WALL ONLY TEXTURED COATING NOT REQUIRED TO TTS/BMLY
DIVIDING WALLS).
DULUX SHADE REF: 87745 - 'BUNNINGS BUILDING GREEN'
GALVANISED
NATURAL
COLORBOND
BHP - 'CATTAI GREEN'
COLORBOND
'THREDBO WHITE'
PWFINISH:
COLOUR:
PAINT - (TEXTURED COATING TO EXTERNAL FRONT WALLS AND T.T.S.
SIDE WALL ONLY. TEXTURED COATING NOT REQUIRED TO TTS/BMLY
DIVIDING WALLS).
DULUX SHADE REF: 87746 - 'BUNNINGS BUILDING WHITE'
PRELIMINARY
DATE REV AMENDMENT BY
02.07.2019 P1 PRELIMINARY ISSUE CY
16.07.2019 P2 REVISED TO RACKPLAN CY
16.09.2019 P3 ISSUED FOR DEVELOPMENT APPLICATION CY
1 : 200@ A0
NORTH PART ELEVATION
PP PP PP PP PP P
GA
S C
AG
EG
AS
CA
GE
GA
S C
AG
E
GAS CAGE BBQ
GA
S C
AG
EG
AS
CA
GE
TITLE BOUNDARY192.855m
44°47'10"
77 m²[MAIN ENTRY][T.T.S. CANOPY]
7400 19400 7400
34200
1500
7200 5500 5500 7200 5500 5500 7200 5500 5500 7200 5500 5500 7200 5500 1500 5500 7200 5500 5500 7200 5500 5500 7200 5500
2955 m²[TIMBER TRADE SALES]
1753 m²
[BUILDING MATERIALSLANDSCAPE YARD]
7200 11000 7200 5500 5500 7200 5500
6500
1461
0
5400
9500
6500
9500
8500
15m BUILDING SETBACK
10m
BUI
LDIN
G S
ETBA
CK
1:40
MAX
FAL
L
1:40
MAX
FAL
L
1:40
MAX
FAL
L
1:40
MAX
FAL
L
TITLE BOUNDARY 287.78m 351°23'05"
TITLE BOUNDARY172.11m
12°36'30"
TITL
E BO
UND
ARY
80.7
4m26
1°
[OUTDOOR NURSERY]1500m2
TITL
E BO
UND
ARY
58.1
3m80
°52'
50"
TITLE BOUNDARY18.345m
283°16'30"
TITLE BOUNDARY
C12.055m235°12'
A12.445m R14.25m
TITL
E BO
UND
ARY
C38.
94m
260°
50'3
5"
A44.
475m
R
25.2
35m
TITL
E BOUNDARY
C11.98
0m28
6°21
'35"
A12.38
5m R
13.92
m
15000
8500
8500
20950
3000
TRUCK EXIT
ONLY
GI ENTRY
ONLY
CUSTOMER
ENTRY/EXIT
CUSTOMER
ENTRY/EXIT
[G.C.E. CANOPY]
GOODS INWARDS CANOPY 121 m²
[GOODS INWARDS]
BIN
STORAGE
1703 m²BAGGED GOODS CANOPY
8866 m²[MAIN WAREHOUSE]
10400
15000
10000
DISPLAY AREA
23.59m2
DISPLAY AREA
34.65m2
DISPLAY AREA
28.73m2DISPLAY
AREA
17.60m2 DISPLAY AREA
39.09m2
DISPLAY
AREA
17.99m2
DISPLAY
AREA
22.35m2
TEMPORARY
DISPLAY AREA
42.91m2
RAMP UP 1:10 MAX
(REFER TO CIVIL
DRAWINGS FOR DETAILS)
INDICATIVE ACCESSIBLE PATHCONNECTION TO FOOTPATH (MAX GRADE 1:14). FINAL LOCATION SUBJECT TO DETAILED DESIGN AND CO-ORDINATION WITH RETAINING WALLS
RAMP UP 1:14 MAX
RAM
P UP
1:1
4 M
AX
RAM
P UP
1:1
4 M
AX
RAM
P UP
1:1
4 M
AX
RAM
P UP
1:1
4 M
AX
7200
7200
TITLE BOUNDARY
C7.62m 68°08'55"
A7.68m R17.185m
INDICATIVE RETAINING WALL WITH CRASH BARRIER AND FENCE OVER. MIN CLEAR WIDTH TO BUILDING IS 6000mm. REFER TO CIVIL DRAWINGS FOR DETAILS
INDICATIVE RETAINING WALL. REFER TO CIVIL DRAWINGS FOR DETAILS
INDICATIVE RETAINING WALL. REFER TO CIVIL DRAWINGS FOR DETAILS
INDICATIVE LANDSCAPED BATTER. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR DETAILS
INDICATIVE LANDSCAPED BATTER. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR DETAILS
INDICATIVE RETAINING WALL. REFER TO CIVIL DRAWINGS FOR DETAILS
INDICATIVE UNDERGROUND OSD TANK. REFER TO CIVIL DRAWINGS FOR DETAILS
INDICATIVE FIRE SERVICES TANKS AND PUMPHOUSE. FINAL SIZES, NUMBER AND LOCATION SUBJECT TO CAPACITY REQUIREMENTS AND RETAINING WALL DESIGN
RAMP UP 1:10 MAX (REFER TO CIVIL
DRAWINGS FOR DETAILS)
CARPARK SCHEDULE
STANDARD CARPARKS (INCL. STAFF)
DISABLED CARPARKS
362
7
TRAILER BAYS 4
TOTAL SITE CARPARKS 373
TROLLEY BAYS 6
BICYCLE PARKS 12
AREA SCHEDULE
MAIN WAREHOUSE
GOODS INWARDS
8,866m2
121m2
AMENITIES 169m2
MAIN ENTRY 77m2
TOTAL WAREHOUSE AREA 9,233m2
OUTDOOR NURSERY 1,500m2
BAGGED GOODS CANOPY 1,703m2
TOTAL NURSERY AREA 3,203m2
TIMBER TRADE SALES 2,955m2
BMLY 1,753m2
TOTAL TIMBER TRADE AREA 4,708m2
TOTAL RETAIL AREA 17,144m2
TOTAL LAND AREA 40,968m2
GFA 17,258m2
SITE COVERAGE AREA 17,596m2
SITE COVERAGE % 42.95%
CLIENT:
PROJECT: DRAWING TITLE:
SCALE:
CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE BEFORE COMMENDING ANY WORK OR PREPARING ANY SHOP DRAWINGS
UNLESS OTHERWISE AGREED THIS DRAWING AND THE INTELLECTUAL PROPERTY CONTAINED HERE ON REMAINS THE PROPERTY :-
Michael Carr ArchitectACN 005 121 219
88 Tope Street, South Melbourne 3205
Ph 03 9645 5635 Fax 03 9686 4084
Email [email protected]
Pty. Ltd.
ARCHITECT:
©
DATE:
FILE:
DESIGNED:
DRAWN:
CHECKED:
PROJECT No.
VERIFICATION:THIS DRAWING HAS BEEN REVIEWED & VERIFIED BY:
................................................
DRAWING No. REVISION:
ARCHITECTURAL
BUNNINGS WAREHOUSE
As indicated@ A0
W:\Bunnings\18139 Leppington DA\03 - DRAWINGS\02 - REVIT\01_CENTRAL MODEL\18139_LEPPINGTON DA.rvt
P4
SITE PLAN
CY
-
AZ
18139
TP-01
LOT 3 (BRINGELLY ROADBUSINESS HUB), SKYLINE DRIVEHORNINGSEA PARK NSW 2171
JUNE 2019
1 : 500@ A0
SITE PLAN
N
PRELIMINARY
DATE REV AMENDMENT BY
28.06.2019 P1 PRELIMINARY ISSUE CY
02.07.2019 P2 GENERAL AMENDMENTS CY
16.07.2019 P3 TITLE BOUNDARY ADJUSTED, REVISED TO TRAFFIC AND RACKPLAN CY
19.07.2019 P4 UPDATED ROAD DETAILS AND BIKE PARKING ADDED CY
1:80
MAX
FAL
L
1:80
MAX
FAL
L1:
80 M
AX F
ALL
1:80 MAX FALL1:80 MAX FALL 1:80 MAX FALL 1:80 MAX FALL
1:80
MAX
FAL
L
C-531COFFEEOFFER
NB095 -CARPET
x; C568
Nursery M etal Counter
(Rev A)
x; C568Nursery Metal Count er
(R ev A )
ADVANCED
TREE STAND
ADVANCED
TREE STAND
KE
EP
CL
EA
R
KEEPCLEAR
BALEPRESS
PP PP PP PP PP P
7.92 m2
64.61 m2
101.83 m2
1
2
3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18
19 20 21 22 23 24 25 26 27 28 29 30
31 32
33343536
3839
4041
424344
37
454647484950515253545556
5758
5960616263
64
2,400 2,400
20
01
,35
6
2 16
4
25
0
25
0
1,3
60 25
0
2,6
29
1.
Obj
ect
0055
.1
2743
2743
2743
2743
2743
2743
2743
2743
2743
2743
27432743
27432743
27432743
27432743
27432743
838
838
838
838
838
838
838
838
838
838
838
838
838
838
838
838
838
838
838
838
Obj
ect
0055
.2O
bje
ct00
55.3
Obj
ect
0055
.4O
bje
ct00
55.5
Obj
ect
0055
.6O
bje
ct00
55.7
Obj
ect
0055
.8O
bje
ct00
55.9
Obj
ect0
055.
10
.1.10
.2.3
.4.5
.6.7
.8.9
Object0055.A
2438
2438
1067
1067
Object0055.B
ELEVATED
PLAYGROUND
DISPLAY 92.33 m2
P P P P P P P P P P P P P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
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DE
XIO
N
TU
RF
PA
TE
RN
OS
TA
1067SASH CLAMP END
FEATURE
1067
SHELF END SINGLEFEATURE
1067
SHELF END SINGLEFEATURE
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SHELF END SINGLEFEATURE
1067
SHELF END SINGLEFEATURE
1067SHELF END DOUBLE
FEATURE
1067SHELF END DOUBLE
FEATURE
1067SHELF END DOUBLE
FEATURE
1067DEMO TOOL END
FEATURE
5.75m H x 4m W PATERNOSTER
NB217 - CARPET
PATERNOSTER5.75m H x 2m W
ENDDISPLAY
ENDDISPLAY
ENDDISPLAY
ENDDISPLAY
EN
DD
ISP
LA
Y
44
44
44
44
44
44
44
44
44
44
44
44
44
44
OP
TIO
N 4
=
OP
TIO
N 4
=
RR
RR
RR
RR
RR
RR
RR
56
56
44
44
4
55
55
5
OP
TIO
N 1
=
OP
TIO
N 3
=
RR
RR
R
20
25
44
44
4
44
44
4
OP
TIO
N 1
=
OP
TIO
N 1
=
RR
RR
R
20
20
44
44
4
66
66
6
OP
TIO
N 1
=
OP
TIO
N 4
=
RR
RR
R
20
30
44
44
4
55
55
5
45
OP
TIO
N 1
=
OP
TIO
N 3
=
RR
RR
R
24
30
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
OP
TIO
N 4
=
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
R
13
6
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
4
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
4
44
OP
TIO
N 4
=
OP
TIO
N 4
=
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
R
13
6
13
6
EN
DD
ISP
LA
Y
44
44
44
44
4O
PT
ION
4 =
RR
RR
RR
RR
36
NO
PA
LL
ET
ST
OC
KN
O P
AL
LE
T S
TO
CK
NO
PA
LL
ET
ST
OC
KN
O P
AL
LE
T S
TO
CK
PA
INT
SE
LE
CT
OR
838
PAINT COUNTER LARGE (C503p)
GA
480
AT
8000
SK
350
AT
8000
SP
ILL
KIT
C552a - Left
C552p - Left
F
25 M
OD
C63
5 LE
FT
COIN NOTES
CASH RECYCLE
P P
P P
P P
P PP
P
P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P
PP
PPPP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
EPEP
EP
P P
P P
PP
PP
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
PP P
P
PP P
P
PP P
P
2.4m x 1.2
2.4m x 1.2
2.4m x 1.2
2.4m x 1.2
2.4m x 1.2
2.4m x 1.22.4m x 1.2
2.4m x 1.2
2.4m x 1.2
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP P
P
PP P
P
PP P
P
PP P
P
PP P
P
PP P
P
PP P
P
PP P
P
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.4m x 1.22.4m x 1.2
2.4m x 1.22.4m x 1.2
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P P P P P P PP
P
P
P
P
P
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1.2 2.
7m x
1.2
2.7m
x 1
.2
2.7m
x 1
.2
PPP
P
EPEP
EP
EPEP
EP
EPEP
EP
P P PPPPPPP
PPPPPPPPPPP
PP P
P
PP P
P
P P
P P
2.1m x 0.9
2.1m x 0.9
2.1m x 0.9
2.1m x 0.9
2.1m x 0.9
2.1m x 0.9
2.1m x 0.9
2.1m x 0.9
2.4m x 1.2
2.4m x 1.2
HIRE SHOP
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
2.7m
x 1
.22.
7m x
1.2
STRUCTURE DISPLAY
STRUCTURE DISPLAY
4.9m
IND
OO
R N
URS
ERY
4.9m
IND
OO
R N
URS
ERY
4.9m
IND
OO
R N
URS
ERY
2.7m
GF
1.8m
GF
25-12i-Mk2
GATE GATE
F1.8
m G
F1.8
m G
F1.8
m G
F1.8
m G
TRADE COUNTER - LARGE (C501p) LEFT
PU
BLI
CA
TIO
N S
TA
ND
TRO
LLEY
BA
Y -
NB2
348
TRO
LLEY
QTY
- 2
8
TRO
LLEY
BA
Y -
NB2
347
TRO
LLEY
QTY
- 1
4
C500 REGISTER C500 REGISTER C500 REGISTER
HA
ND
RA
IL N
B236
4
DF
TROLLEY BA
YN
B2118 QTY - 4
FORK LIFT CHARGER FORK LIFT CHARGER
LEFT
CLICK & COLLECT (CC-02)
F
ACID
CAGE
CU
T SHO
P OPTIO
N 1 A
065 (Left)
DUST DUST
EXTRACTION EXTRACTION
DRO
P SAW
& RO
LLER BENC
H
PAN
EL SAW
C-502 LARGE INFORMATION COUNTERMFP
DRINKSFRIDGE
RH OPEN
4 BSCO - C548p
RA
ILS
- N
B1
76
0
RA
ILS
- N
B1
76
0
SELF CHECKOUT
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27432743
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2743
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2743
838
03c-04a.A
2743
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05b-06a.A
2743
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04b-05a.A
2743
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00f
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2743
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2743 2743 2743
1067
1067
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Obje
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25912591
25912591
25912591
2591
838
838
838
838
838
838
838
838
838
838
838
838
06c.2
2438
06c.3
06c.4
06c.5
06c.6
06c.7
06c.8
06c.9
06c.10
06c.11
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x.1
2743
2743
2743
1067
1067
1067
1067
1067
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x.2
x.3
x.4
3353
3353
x.5
x.6
4572
03d-04c.B
2743
838
03c-04a.A
2743
838
ENDDISPLAY
MODULAR
DECKING
GIc.1 GIc.2 GIc.3 GIc.4 GIc.5 GIc.6 GIc.7
1372
838
838
838
838
838
838
838
2591 2591 2591 2591 2591 2591
GIc.1 GIc.2 GIc.3 GIc.4 GIc.5 GIc.6 GIc.7
2591 2591 2591 2591 2591 2591 2591
838
838
838
838
838
838
838
GIc.1
GIc.2
GIc.3
GIc.4
GIc.5
GIc.6
GIc.7
GIc.8
GIc.9
GIc.10
GIc.11
GIc.12
2591
2591
2591
2591
2591
2591
2591
2591
2591
2591
2591
2591
838
838
838
838
838
838
838
838
838
838
838
838
KEEPCLEAR
BALEPRESS
GA
S C
AG
EG
AS
CA
GE
GA
S C
AG
E
GAS CAGE BBQ
GA
S C
AG
EG
AS
CA
GE
GAS CAGE x 2
BIN STORAGEEMPTY PALLET
STORAGE
P P P
P P P
PP
PP
STOP
HYSTER
HYSTER
H2.5TX
H2.5TX
283.19 m2
283.29 m2
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
rear of rack
CL of t/rack upright
DUCT
DUCT DUCT DUCT
DUCTDUCT
DUCT
DUCT
KE
EP
CLE
AR
KEEPCLEAR
BALEPRESS
HYSTERH2.5TX
HYSTERH2.5TX
SWEE
PER
SWEE
PER
GI IN BAY DESK
LINTEL STAND
Object0055.1
2743
838
838
Object0055.1
2743 2743 2743 2743 2743
838
838
838
838
838
Object0055.2 Object0055.3 Object0055.4 Object0055.5
Object0055.1
2743 2743
838
838
838
Object0055.2 Object0055.3
2438
Object0055.1
2743 2743 2743 2743 2743
838
838
838
838
838
Object0055.2 Object0055.3 Object0055.4 Object0055.5
FORK LIFT CHARGER FORK LIFT CHARGER
CU
T SHO
P OPTIO
N 1 A
065 (Left)
DUST DUSTEXTRACTION EXTRACTION
DRO
P SAW
& RO
LLER BENC
H
PAN
EL SAW
Object0055.1
1322
838
838
Object0055.2
2438
838
Object0055.3
1322
GIc.1 GIc.2 GIc.3 GIc.4 GIc.5 GIc.6 GIc.7
1372
838
838
838
838
838
838
838
2591 2591 2591 2591 2591 2591
KEEPCLEAR
BALE
PRESSGAS CAGE x 2
BIN STORAGEEMPTY PALLET
STORAGE
P P P
P P P
PP
PP
HYSTER
HYSTER
H2.5TX
H2.5TX
15204 GOODS INWARDS
7629
GO
OD
S IN
WA
RD
S
1200 17000 1200
20630 MAIN ENTRY
[MAIN ENTRY]
1200
4100
5400
2955 m²[TIMBER TRADE SALES]
1753 m²[BUILDING MATERIALS LANDSCAPE YARD]
[T.T.S. CANOPY]
[GARDEN CENTRE ENTRYCANOPY]
[OUTDOOR NURSERY]1233m2
35233 [BMLY] 39693 [TTS]
2657
347
417
7398
9 [B
MLY
& T
TS
]
8209
9 [M
AIN
WA
RE
HO
US
E]
6500
6500
3000
20950
4811
7 [O
UT
DO
OR
NU
RS
ER
Y]
3398
2 [B
AG
GE
D G
OO
DS
CA
NO
PY
]
8209
9
30818 [OUTDOOR NUSRERY]
TRUCK EXIT ONLY
GI ENTRY ONLY
UP
EXTE
NT
OF
MEZ
ZANI
NE O
VER
SHO
WN
DASH
ED
121 m²[GOODS INWARDS]GOODS INWARDS CANOPY
107982 [MAIN WAREHOUSE] 41114 [BAGGED GOODS CANOPY]
8866 m²[MAIN WAREHOUSE]
1703 m²BAGGED GOODS CANOPY
10400
3TP-02
DISPLAY AREADISPLAY AREA DISPLAY AREA DISPLAY AREA
DISPLAY AREA
DISPLAY AREA DISPLAY AREA
UP
MALE
AMENITIES
UNISEX
WC
FEMALE
AMENITIES
RECEPTION
CASH
CO-ORDINATORS
OFFICE
MANAGERS
OFFICECOMMS
ROOM
ONLINE
LEARNING
TRAINING
ROOM
LUNCH
ROOM
LOCKER
ROOM
CLEANER
9760
2594
0
PACKAGING BALE PRESSGOODS INWARDS CANOPY
3 NO. LARGE GENERAL WASTE BINS
STACKED TIMBER PALLET STORAGE
11 NO. CARDBOARD BALES 2 HIGH
4 PLASTIC BALES 2
HIGH
6500
CLIENT:
PROJECT: DRAWING TITLE:
SCALE:
CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE BEFORE COMMENDING ANY WORK OR PREPARING ANY SHOP DRAWINGS
UNLESS OTHERWISE AGREED THIS DRAWING AND THE INTELLECTUAL PROPERTY CONTAINED HERE ON REMAINS THE PROPERTY :-
Michael Carr ArchitectACN 005 121 219
88 Tope Street, South Melbourne 3205
Ph 03 9645 5635 Fax 03 9686 4084
Email [email protected]
Pty. Ltd.
ARCHITECT:
©
DATE:
FILE:
DESIGNED:
DRAWN:
CHECKED:
PROJECT No.
VERIFICATION:THIS DRAWING HAS BEEN REVIEWED & VERIFIED BY:
................................................
DRAWING No. REVISION:
ARCHITECTURAL
BUNNINGS WAREHOUSE
As indicated@ A0
W:\Bunnings\18139 Leppington DA\03 - DRAWINGS\02 - REVIT\01_CENTRAL MODEL\18139_LEPPINGTON DA.rvt
P4
OVERALL FLOOR PLAN
CY
-
AZ
18139
TP-02
LOT 3 (BRINGELLY ROADBUSINESS HUB), SKYLINE DRIVEHORNINGSEA PARK NSW 2171
JUNE 2019
1 : 250@ A0
OVERALL FLOOR PLAN
N
1 : 250@ A0
MEZZANINE LEVEL
PRELIMINARY
1 : 100@ A0
WASTE MANAGEMENT PLAN
DATE REV AMENDMENT BY
02.07.2019 P1 PRELIMINARY ISSUE CY
16.07.2019 P2 REVISED TO RACKPLAN CY
19.07.2019 P3 UPDATED ROAD DETAILS AND BIKE PARKING ADDED CY
16.09.2019 P4 ISSUED FOR DEVELOPMENT APPLICATION CY
Tr anspor t and Tr af f i c P l ann ing Associ at es
Appendix B
Extract from SSD Traffic Report
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
WESTERN SYDNEY PARKLANDS
BRINGELLY ROAD BUSINESS HUB
Assessment of Potential Access and
Traffic and Transport Implications
December 2014 (Rev G)
Reference 14103
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES Transportation, Traffic and Design Consultants
Suite 502, Level 5 282 Victoria Avenue CHATSWOOD 2067
Telephone (02) 9411 5660 Facsimile (02) 9904 6622 Email: [email protected]
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Page 13
5. TRAFFIC
TTPA have undertaken extensive research in relation to traffic generation
characteristics of various land uses and have had intense involvement with
developments for Bunnings, IKEA, Service Stations, Fast Food,
Warehouse/Distribution and light industrial projects.
The RMS Development Guidelines unfortunately do not provide a good guide to
potential traffic generation of contemporary developments of this nature (despite the
2013 update). TTPA is progressively documenting these shortcomings with bulletins
posted on its website.
Extracts from various documents relevant to the traffic generation of the uses
envisaged for the development scenarios are reproduced in Appendix C including an
ARRB publication in regard to “drop in trips”.
The projected traffic generation of the envisaged development is “constructed” on
the schedule overleaf and it can be seen that significant influences are:
- Passing Trade (Drop In trips)
- Dual Use Visitation
- Low Morning Peak activity (Large Format Retail)
The projection traffic generation outcome (vtph) is:
AM PM WEMD
Total IN/OUT 536 1,064 1,818
Passing Trade 128 287 550
Total Additional 508 977 1,518
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Page 14
AM PM WEMD
Large Format 50,000m2
Retail W/H
Hardware* 20,000m2
@0.60/100m2 120 @1.80/100m
2 360 @4.50/100m
2 900
Other** 30,000m2 50 @ 1.50/100m
2 450 @3.50/100m
2 1,050
Dual Use 20% 136 648 1,560
P/T AM 20% 24 - -
P/T PM & WE 27% - 175 422
Light Industry 48,000m2
@0.5/100m
2 36 @ 0.5/100m
2 240 50 (say)
Fast Food 2 outlets
@ 50vtph 100 @ 60vtph 120 @ 80vtph 160
Dual Use 20% 80 96 128
P/T 50% 40 48 64
Service Station Indicative 100 100 100
Dual Use 80 80 80
P/T 80%
64 64 64
Total 536 1,064 1,818
P/T 128 287 550
Additional 408 777 1,268
Tourism, Sports, Active Hub Indicative 100 200 250
TOTAL ADDITIONAL: 508 977 1,518
* High end use (eg. Bunnings, Masters) ** High end use (eg. IKEA) with no AM trade (staff/deliveries)
The projected distribution of generated traffic, which has been agreed with RMS, has
a significant orientation to/from the west as indicated on Figure 6. The projected
movements at the access intersection during the weekday morning and afternoon
and weekend midday peak periods in 2031 is provided in Figure 7 having regard for:
- 100% take up (ie. development completed)
- the AECOM projection for Bringelly Road in 2031 (given that this is the
projected timeframe for expansion from 4 lanes to 6 lanes)
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Page 15
- some development of the WSP lands to the west for “tourism, sports, active
hub” uses
The operational performance of the ultimate access intersection has been assessed
using SIDRA for the design layout options of:
OPTION A Current RMS design with 4 lanes and 6 lanes with single RT lane
and limited access road capacity
OPTION B Alternative (ultimate) design with 4 lanes and 6 lanes with two RT
lanes and 3 egress lanes (two RT) and LT slip lanes
The results of the SIDRA assessments for these options with 100% development are
summarised in the following:
AM PM SAT
LOS DS AVD RTQ LOS DS AVD RTQ LOS DS AVD RTQ
Option A (1 RT Lane)
4 Lanes 1.03 47 D 141m 1.12 122.3 F 159m 1.21 163.8 F 196m
6 Lanes 0.86 17.9 B 95m 1.00 40.2 C 142m 1.03 65.3 E 196m
Option B (2 RT Lane)
4 Lanes 1.02 42.4 C 61m 0.93 29.9 C 68m 1.00 51.1 D 150m
6 Lanes 0.72 11.1 A 56m 0.73 25.6 B 69m 1.00 48.7 D 122m
The results indicate that the current RMS design for the access intersection would
not provide adequate capacity for the envisaged development outcome particularly in
the period leading up to the expansion from 4 lanes to 6 lanes on Bringelly Road. It
is also apparent that the geometry of the current design would not adequately
provide for the large trucks, including B Doubles, which will access the site to serve
the envisaged uses.
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Page 16
RMS has expressed concern in relation to the initial provision of 2 lanes to turn right
into the site and requested that an assessment be provided for the provision of one
right lane relative to:
- the projected 2026 traffic demands
- an 80% ‘take up’ of development on the site
The projected 80% traffic generation outcome (vtph) is:
AM PM WEMD
Total IN/OUT 429 852 1,455
Passing Trade 103 230 440
Total Additional 326 622 1,015
The projected 2026 volumes with 80% development are provided on Figure 8 and
the results of the SIDRA modeling of this circumstance are summarised in the
following:
AM PM SAT
LOS DS AVD LOS DS AVD LOS DS AVD
4 Lanes A 0.60 10.5 B 0.8 22.4 D 2.0 43.6
6 Lanes A 0.40 11.2 B 0.60 22.9 C 0.8 39.3
It is apparent that under the projected 2026 volumes on Bringelly Road and 80%
take up of development that the intersection will operate satisfactorily with one right
turn ingress lane and 2 through lanes in each direction on Bringelly Road.
Tr anspor t and Tr af f i c P l ann ing Associ at es
Appendix C
Bunnings Traffic Data Assessment
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES Suite 502, Level 5, 282 Victoria Avenue, Chatswood NSW 2067 P (02) 9411 5660 F (02) 9904 6622 W ttpa.com.au E [email protected]
Traffic Engineering | Traffic Signal Design | Road Safety Audit
A Division of Monvale Pty Ltd ACN 060 653 125 ABN: 44 060 653 125
August 2019 (Issue J) Ref: 120/2013 BUNNINGS TRAFFIC GENERATION
ROAR Data was engaged to undertake traffic generation surveys at a number of recently constructed large format Bunnings sites in the Sydney Metropolitan Area. These surveys were completed in August 2013 in unusually sunny and warm weather essentially representing an “early spring” seasonal circumstance. ROAR Data has also undertook similar surveys at Parramatta, Wollongong and Rydalmere in NSW as well as Oxenford in Queensland. Other survey data for existing Bunnings is provided by the results of the RMS Hardware Study, RMS SCATS data, a study by the Traffix Group (Mornington and Thomastown in Victoria) and surveys by Austraffic in S.A. These examples provide an escalating scale of floor areas as indicated in the following together with the “peak traffic generation” and “generation rate per 100m2“ for each of the locations.
Thursday Saturday BMLSY# vtph vtph/100m2 vtph vtph/100m2
Balgowlah 8,106m2 237 2.92 444 5.48 No
Ashfield 8,920m2 244 2.73 628 7.00 1,453m2
Parramatta (RMS) 9,800m2 247 2.52 514 5.24 738m2
Nowra (RMS) 9,948m2 198 1.99 447 4.49 766m2
Wollongong 10,619m2 260 2.45 550 5.18 No
Noarlunga (SA) 11,365m2 321 2.82 643 5.66 No
Chatswood 11,443m2 267 2.33 605 5.28 No
Minchinbury (RMS) 11,915m2 338 2.84 754 6.33 No
Mornington (VIC) 13,369m2 248 1.86 682 5.10 695m2
Bankstown (RMS) *15,734m2 289 1.82 805 5.08 No
Thomastown (VIC) 15,851m2 282 1.78 778 4.91 No
Woodville (SA) 16,364m2 333 2.03 800 4.89 No
Rydalmere 16,732m2 281 1.68 569 3.40 751m2
Oxenford (QLD) 16,763m2 302 1.80 819 4.89 1,426m2
Huntingwood 16,804m2 294 1.75 805 4.79 1,636m2
Castle Hill 18,860m2 314 1.66 900 4.77 No
Alexandra 21,037m2 320 1.52 808 3.84 582m2
3 Variation to ‘trend’ (outlying) * RMS incorrectly adopts 14,111m2
Transport and Traffic Planning Associates Bunnings Traffic Generation – Aug 2019 Issue J Page 2 of 2
The Copyright and ownership of all prepared documents remains the property of Transport and Traffic Planning Associates until full payment is made. Transport and Traffic Planning Associates retains the right to remove documentation from the relevant assessing authorities if payment is not made within the terms of the associated invoice.
These results (see attached graph deleting the ‘outlying’ results) evidences the very clear characteristic that the traffic generation rate per 100m2 reduces as the floor area increases and the ‘consistency’ of the results, particularly being from a number of sources, gives a high level of confidence to this traffic generation characteristic. The RMS Minchinbury site was surveyed in 2009 and it is stated in the RMS study that it overtraded significantly due to absence of any competition in its catchment. The RMS Bankstown site stated an incorrect floorspace (14,111m2) which has been revised in this document. The evidence is that the BM&LSY elements do not perceptibly generate traffic and are ancillary to the warehouse, TT and Nursery elements. ARRB has published the results of a study which established “drop in trips” (passing trade) for large format hardware outlet indicating 27% on a weekday afternoon and 28% for Saturday. An extract from this paper is appended. Yours faithfully
Ross Nettle Director Transport and Traffic Planning Associates
2.92
2.52 2.45
2.82
2.33
1.861.78
1.822.03
1.68
1.8 1.66
2.73
1.75
5.48
5.24 5.18 5.28
5.66
5.1
4.91
5.084.89
4.89 4.774.79
0
1
2
3
4
5
6
7000 9000 11000 13000 15000 17000 19000
Vehicle Trip per Hou
r per 100
sqm
Retail GFA (sqm)
Thursday & Saturday Peak Periods Traffic Generation Trendlines
Thurs vtph/100sqm
Sat vtph/100sqm
Transport and Traffic Planning Associates Bunnings Traffic Generation (Rev I)
Transportation, Traffic and Design Consultants
Suite 502 Level 5 282 Victoria Avenue PO Box 1160 Chatswood NSW 2067 ph (02) 9411 5660 Fax (02) 9904 6622 Email [email protected]
ARRB EXTRACT
Transport and Traffic Planning Associates Bunnings Traffic Generation (Rev I)
TTM EXTRACT
Tr anspor t and Tr af f i c P l ann ing Associ at es
Appendix D
Turning Path Assessment
