City of Playford Report for Munno Para

City of Playford 

Report for Munno Para 

LATM Plan 

October 2010 

* This document is in a draft and not a final issued form. The contents of this draft document including any opinions, conclusions or recommendations 

contained in or which may be implied from this draft document must not in any way whatsoever be relied upon. GHD reserves the right, at any time 

with or without notice, to amend, modify or retract any part or all of the draft document including any opinions, conclusions, or recommendations 

contained therein. Unauthorised use of this draft document in any form whatsoever is strictly prohibited. To the maximum extent permitted by law, 

GHD disclaims any responsibility for liability howsoever arising from or in connection with this draft document.

Contents 

1. Introduction 1 

1.1 Purpose 1 

1.2 Outcomes 2 

1.3 Study Area 2 

2. Method 4 

2.1 Community Consultation 4 

2.2 Traffic Data Review 6 

2.3 Site Investigations 9 

3. Existing Conditions 10 

3.1 Land Use 10 

3.2 Road Network 10 

3.3 Traffic Volumes 10 

3.4 Traffic Speeds 12 

3.5 Reported Crashes 13 

3.6 Public Transport 14 

3.7 Cycling Facilities 17 

3.8 Pedestrian Facilities 17 

3.9 Treatments 17 

4. Key Issues Identified 19 

4.1 Introduction 19 

4.2 Overall Study Area 19 

4.3 Collector Roads ‘Street By Street’ 20 

5. Proposed LATM Treatments and Recommendations 31 

5.1 Introduction 31 

5.2 Reduce Vehicle Speeds / Hoon Driving 31 

5.3 Parking Issues 37 

5.4 Road Geometry 37 

5.5 Pedestrian/ Cyclist Facilities 37 

5.6 Street Lighting 37 





GHD disclaims any responsibility for liability howsoever arising from or in connection with this draft document. 

33/15485/45000 Munno Para 

LATM Plan

6. Summary and Prioritisation 39 

6.1 Immediate / Short Term 39 

6.2 Medium / Long Term 41 

6.3 Cost Advice Summary 42 

Table Index 

Table 1 Myall Avenue Speed Statistics 20 

Table 2 Maltarra Road Speed Statistics 22 

Table 3 Karri Street Speed Statistics 23 

Table 4 Carcoola Road Speed Statistics 24 

Table 5 Alawoona Road Speed Statistics 25 

Table 6 

Summary of the Proposed Treatments and General 

Locations 38 

Table 7 Immediate / Short Term 42 

Table 8 Medium / Long Term 43 

Figure Index 

Figure 1 Location of Munno Para in its Regional Context 1 

Figure 2 Munno Para Study Area 3 

Figure 3 

Munno Para Summary of the Traffic Study Survey 

Responses 5 

Figure 4 Number of Survey Responses by Street 6 

Figure 5 

Figure 6 

Figure 7 

Munno Para (North of Karri Street) - Traffic Counter 

Locations 7 

Munno Para (South of Karri Street) - Traffic 

Counter Locations 8 

Average Two Way Traffic at sites with volumes 

greater than 1000 vpd 12 

Figure 8 Summary of Crash Type in Study Area 15 

Figure 9 Summary of Crash Severity in Study Area 16 

Figure 10 Pavement Bars at Myall Avenue / Mingari Street 21 

Figure 11 

Alawoona Road “Burnout marks on Pavement Bar 

Treatment” 26 

Figure 12 Alawoona Road “Burnout Marks at a Junction” 27 







LATM Plan

Figure 13 Alawoona Road “Burnout Marks Midblock” 28 

Figure 14 Alawoona Road Looking North 29 

Figure 15 Remember ’50 km/h’ Advisory Sign 32 

Figure 16 

Examples of Lane Narrowing / Kerb Extension 

Treatments 33 

Figure 17 Example of a Road Cushion Treatment 34 

Figure 18 Examples of a Modified ‘T’ Junction 35 

Appendices 

A Community Questionnaire Survey Form 

B Comprehensive Survey or Summary Responses 

C Drawings 







LATM Plan

1. Introduction 

1.1 Purpose 

The City of Playford (Council) has engaged GHD Pty Ltd (GHD) to prepare a Local Area Traffic 

Management (LATM) Plan for the local traffic area of Munno Para. 

Munno Para is primarily a residential area located approximately 30 km north of the Adelaide Central 

Business District and is bounded by Kudla to the north, Blakeview to the east, Smithfield and Smithfield 

Plans to the south and Munno Para West to the west, as shown in Figure 1. 

Figure 1 

Location of Munno Para in its Regional Context 

Munno Para 

This LATM Plan has been commissioned by Council at the request of local residents to assess the need for 

the implementation of traffic control treatments with a view to improve the amenity of the local traffic area. 

In developing the LATM Plan data collection, community consultation and traffic surveys were 

undertaken to assist in identifying community issues relating to perceived driver behaviour and 







LATM Plan 

1

deficiencies within the local road network. Traffic surveys and analysis of crash data has also been 

undertaken, providing engineering data. The information and data gathered has been assessed and 

forms the basis of the recommendations of this report. 

Supporting the data collected, site visits were undertaken to review the current condition of the road 

network and identify existing traffic calming treatments implemented. 

1.2 Outcomes 

The outcomes of the LATM Plan will be to: 

 

 

 

Provide a review of the current road conditions; 

Identify the key local road network issues from site observations, traffic data and community 

questionnaire surveys; 

Identify and recommend feasible and appropriate traffic solutions to: 

– Improve resident amenity; 

– Improve safety; and 

– Manage driver behaviour on the local road network. 

Where required these improvements will be made through the implementation of approved traffic 

control devices. 

1.3 Study Area 

Main North Road, Cutis Road and the Gawler to Adelaide rail line as shown in Figure 2 form the limits of 

the local traffic study area. The area includes all roads within this boundary, excluding Main North Road 

and Curtis Road and their associated junctions and intersection as they are considered major roads that 

do not form part of the residential street network. 







LATM Plan 

2

288,250 

289,000 

289,750 

MUNNO PARA DOWNS 

Illalong Crescent 

Main North Road 

Yera Court 

6,162,000 

Ramnet Circuit 

MUNNO PARA WEST 

Coventry Road 

Tyalla Court 

Doongara Crescent 

Gurumbi Crescent 

Winulta Court 

Carcoola Road 


6,162,000 

Koolena Street 

Koolena Crescent 

Aruma Crescent 

MUNNO PARA 

Alawoona Road 

Amanda Crescent 

Karri Street 

Shaun Court 

Noora Crescent 

Medlow Road 

Konanda Crescent 

Wanbi Court 

6,161,250 

6,161,250 

Koongara Crescent 

Cutana Crescent 

BLAKEVIEW 

Karinga Crescent 

Palari Crescent 

Maltarra Road 

Lulama Crescent 

Nyenna Court 

6,160,500 

Palina Road 

Palina Court 

Curtis Road 

Carrama Crescent 

Mingari Street 

Bindui Court 

Myall Avenue 

Oration Court 

Purdie Road 

Scoular Road 

Lawder Road 

Locality Map 

6,160,500 

SMITHFIELD 

Charlotte Street 

Moir Street 

Jane Street 

Gardiner Terrace 

Queen Street 

Craigmore Road 

ADELAIDE 

Bentley Road 

MUNNO PARA 


288,250 

289,000 

289,750 

LEGEND 

Site Boundary 

Cadastre 

Railway 

o 

Job Number 

1:7,500 (at A3) 


0 25 50 100 150 200 250 300 350 

Local Area Traffic Management 

Revision 

Munno Para, SA 

Date 

Metres 

Map Projection: Transverse Mercator 

Horizontal Datum: Geocentric Datum of Australia (GDA) 

Grid: Map Grid of Australia, Zone 54 (MGA54) 

G:\33\15485\Spatial\Maps\MXD\33_15485_01_Site_Location_Map_Aerial_revA.mxd 

Level 4, 211 Victoria Square Adelaide SA 5000 T 61 8 8111 6600 F 61 8 8111 6699 E ademail@ghd.com.au W www.ghd.com.au 

© 2010. While GHD has taken care to ensure the accuracy of this product, GHD and DATA SUPPLIER(S) make no representations or warranties about its accuracy, completeness or suitability for any particular purpose. GHD and DATA SUPPLIER(S) cannot accept liability of any kind (whether in contract, 

tort or otherwise) for any expenses, losses, damages and/or costs (including indirect or consequential damage) which are or may be incurred as a result of the product being inaccurate, incomplete or unsuitable in any way and for any reason. 

Data source: Imagery sourced from NearMap (2010), Cadastre - PSMA (2010), Road, Railway and Localities - NAVTEQ (2008), GHD (2010). Created by: J Benedict 

33-15485 

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11 MAY 2010 

Site Location Map Figure 2

2. Method 

A LATM Plan is a formal way of investigating traffic, pedestrian and cyclist related issues within the local 

traffic area. The investigative tasks for this LATM Plan were carried out in order to determine the issues, 

concerns and opportunities in the area and are as follows (and discussed further in the sections below): 

 

 

 

Consultation with the community and relevant stakeholders; 

A review of survey data including speed, volume and crash data; and 

On-site investigations. 

2.1 Community Consultation 

A key part of the development of the LATM Plan is engaging the local community to seek views and 

perceptions, and assist with the identification of opportunities and priorities. 

In May 2010, community consultation was undertaken by Council, supported by GHD, through the 

distribution of an explanatory letter, which contained a survey. This was distributed via mail to all 

residents and property owners in the Munno Para area. Approximately 700 surveys were distributed this 

way. A copy of the questionnaire is presented in Appendix A. 

This mail distribution was supplemented with a notice of community consultation, which was presented in 

local print media, notifying the general community that this consultation process was being undertaken. 

2.1.1 Community Survey 

The survey asked residents and property owners to identify road safety, parking, walking, cycling or other 

traffic issues within the study area and to suggest possible solutions. 

A total of 110 people responded to the questionnaire (approximately 16% of the community). The 

number of responses received on each street within the study area is shown in Figure 4. 

The key issues that were consistently identified through the survey on the majority of streets were: 

 

 

Hoon driving e.g. burnouts; and 

Traffic speeds e.g. control the speed by implementing road humps. 

Other concerns raised were; 

 

 

 

 

 

Street lighting intensity; 

Parking issues e.g. near the school; 

Pedestrian Safety e.g. poor footpath condition; 

Intersection safety e.g. hoon behaviour doing burnouts; and 

Cycling e.g. more opportunities. 

These issues can be seen as a summation of the survey responses given to Section 2 (a) of the traffic 







LATM Plan 

4

study questionnaire and are summarised in Figure 3. 

Of these issues, street lighting is the only one that will not be directly addressed by this LATM Plan. 

Figure 3 

Munno Para Summary of the Traffic Study Survey Responses 

Summation of Survey Responses 

250 

Weighted Minor / Major Problem 

200 

150 

100 

50 

0 

Traffic 

Speed 

Traffic 

Volumes 

Heavy 

Vehicles 

Vehicle 

Accidents 

Parking 

Pedestrian 

Facilities / 

Safety 

Bicycle 

Facilities / 

Safety 

Street 

Lighting 

Irresponsible 

Driving 

Problem 

To understand the issues raised by the community and isolate areas where the major concerns were 

expressed, following the results of the survey, street-by-street analysis was undertaken to review the 

responses received. 

The summary of surveys received on a street-by-street basis is shown in Figure 4. 

Most responses were received along the collector roads where the speeds and traffic volumes are known 

to be generally higher than the other local streets in the area. 

A comprehensive summary of the survey responses is presented in Appendix B. Other issues voiced but 

not relating to this study and will be considered by the City of Playford separately. 







LATM Plan 

5

Figure 4 

Number of Survey Responses by Street 

Number of Survey Responses By Streets 

Total Surveys 

16 

14 

12 

10 

8 

6 

4 

2 

0 

Alawoona Rd 

Amanda Cres 

2.2 Traffic Data Review 

Aruma Cres 

Bindui Ct 

Carcoola Rd 

Carrama Cres 

Doongara Cres 

Gurumbi Cres 

Illalong Cres 

Karinga Cres 

Karri St 

Konanda Cres 

Koolena Cres 

Louise Place 

Lulama Cres 

Street Name 

(Total Number of Respondents 110) 

Supplementing the community consultation, traffic counts and crash data was collected. 

Maltara Rd 

Myall Ave 

Noora Cres 

Nyenna Ct 

Oration Ct 

Palari Cres 

Shaun Court 

Tallara Cres 

Tyalla Crt 

Wanbi Ct 

Winulta Ct 

Yera Ct 

Unknown 

Crash data was sourced from the Department for Transport, Energy and Infrastructure for the period 

between 2005 and 2010. This data was used to identify any abnormal trends or areas of high crash 

incidents to assist in formulating the preferred traffic control treatments where necessary. An 

assessment of this data is discussed in Section 3.5. 

Traffic counts were carried out to record current traffic volumes and speeds on selected roads within the 

study area. 

The roads selected for data collection were based on the function of the road within the local traffic area. 

The roads are considered to be collector roads distributing traffic allowing access to local residencies 

and services. 

Traffic classifiers were installed for a period of one week from 8 May 2010 to 14 May 2010, The data 

provided information on speed, traffic composition, volume, and peak volumes of vehicles per day (vpd) 

over 7 day period for the full 24 hours. This information was interrogated and identifies existing driver 

behaviours, which encompass traffic volumes and speeds. 

The following roads are defined as collector roads within the local traffic area: 

Myall Avenue Mingari Street Noora Crescent 

Maltarra Road Karri Street 

Alawoona Road Carcoola Road 







LATM Plan 

6

Figure 5 

Munno Para (North of Karri Street) - Traffic Counter Locations 

Legend 

Traffic Counter Location 







LATM Plan 

7

Figure 6 

Munno Para (South of Karri Street) - Traffic Counter Locations 

Legend 

Traffic Counter Location 







LATM Plan 

8

2.3 Site Investigations 

Site investigations of the collector roads in the study area were undertaken. For each road, two separate 

visits were carried out and in all cases the section of road were assessed both on foot and driven by vehicle. 

The first site visit was undertaken to obtain an overall ‘feel’ for the local road network and to identify 

where traffic issues / conflicts occur from a motorists, pedestrian or cyclist’s perspective. Identification of 

the extent of public transport services was also carried out. 

At a number of locations, there was evidence of anti-social driving behaviour with rubber markings on the 

road surface indicating drivers undertaking ‘Burnouts’. This type of behaviour appeared to occur in 

sections of roads with a wide pavement or at intersections/junctions of collector roads. 

On the completion of the community consultation, the second site visit was carried out. This was to 

assess suitable treatments for the area and to ensure that the treatments selected would add value 

without causing negative impacts on local residents, such as on-street parking loss. 

The site observations supported comments provided by the community, illegal parking, with vehicles 

facing the wrong direction was found to be common along the collector roads. On–street parking within 

the restricted area on the eastern side on Maltarra Road, opposite the school, was also noted 

The existing traffic control treatments were also reviewed during the site visits. In a number of locations 

pavement bars have been installed primarily to reduce the incidents of corner cutting, however this does 

not address the issue of speeding. It was also noted that these treatments do not comply with current 

Australian Road Rules and regulations. Vehicles are not permitted to cross the pavement bar treatment 

are they act as a physical device, in lieu of paint double barrier lines. Current lane widths therefore do not 

cater for a pavement bar treatment and on street parking. It is likely the omission of the yellow “No 

Stopping” at the pavement bar treatments is to allow on-street parking to remain. 

To prevent corner cutting the implementation of double barrier lines are generally marked on the road. 

Where corner cutting continues to occur, reducing road user safety, the double barrier lines are replaced 

with a pavement bar treatment to form a physical barrier, preventing drivers from crossing onto the wrong 

side of the road. 

Where pavement bar treatments are currently being used and the lane width does not allow for both 

through traffic and on-street parking, the yellow “No Stoping” linemarking should be installed. Therefore it 

is recommended that yellow “No Stopping” lines be installed to ensure the through vehicle movements 

do not cross the pavement bar treatment. 







LATM Plan 

9

3. Existing Conditions 

3.1 Land Use 

Munno Para is primarily a residential area comprising of approximately 430 residential dwellings consisting 

of private and Housing SA. Other developments in the study area that generate traffic include: 

 

 

 

Commercial / small business – currently there is a small group of shops located on the corner of Karri 

Street and Maltarra Road. The number and type of shops would not generate or attract a large 

number of vehicles to the area. 

School – Munno Para Primary School is located at the northern end and adjacent to Maltarra Road. 

There is limited amount of off street parking provided at the school. On street parking is restricted on 

the eastern side of Maltarra Road, as per Council policy. This restriction is employed to improve the 

safety and reduce the need for children to cross the road to access parked vehicles. 

Open Space – An open space corridor is located centrally in a north/south alignment with in Munno 

Para. This corridor provides formal linkages, via a sealed footpath for pedestrians and cyclists to 

traverse within the local traffic area. 

3.2 Road Network 

The road network in the local traffic area comprises of single lane two-way undivided carriageway. The 

roads comprise of kerb and gutter and sealed road. No formal assessment was made to the condition of 

the existing pavement and infrastructure. The collector roads are wide local residential streets catering 

for both on street parking and through traffic. The collector roads, particularly Alawoona Road, Carcoola 

Road and Maltarra Road have long straight sections with a measured width of 10.6 m. The collector 

roads, as identified in Section 2.2 are located around the permitter of the local traffic area with residential 

roads branching off forming either a ‘U-Shape’ or a cul-de-sac providing access to residential properties. 

The local traffic area does not currently provide through road linkages with adjoining suburbs. The 

current traffic volumes and vehicle movements experienced are generated solely by vehicles accessing 

the local traffic area. 

There are four points of access and egress into the local traffic area, with one being provided from Curtis 

Road and the other three from Main North Road. All turning movements are permitted at Curtis 

Road/Mingari Avenue junction and Karri Street/ Main North Road Junction. Turning movements at the 

junction of Myall Avenue / Main North Road and Alawoona Road / Main North Road are restricted to left 

in and left out to and from the local traffic area. All these access and egress points are uncontrolled. 

3.3 Traffic Volumes 

Traffic volumes recorded for the local traffic area are considered to be acceptable for the existing function 

of the collector roads. Where roads provide access / egress to the surrounding areas and adjoining road 

networks the traffic volumes are greater, relative to the internal roads. This is demonstrated on Myall 

Avenue and Mingari Street carrying the highest traffic volumes with 3,307 and 2,988 two-way vehicles per 







LATM Plan 

10

day (vpd) respectively. The number of commercial vehicles range between 4.3% and 15% and is 

considered to be in an acceptable range. Carcoola Road carries the highest amount of commercial 

vehicles, 15%, this figure is deemed to be skewed as the traffic volumes are considered low with 409 twoway 

vpd and located on a public transport route. These figures correspond to the bus timetables where 

approximately 66 busses travel through each day with little other commercial vehicle traffic. 

Traffic is generated by: 

 

 

Local residents driving to and from work, school, shopping and other recreational activities each day; and 

Public Transport vehicles (articulated busses which are heavy vehicles) and service vehicles. 

Traffic data was collected at 11 separate locations, generally at the mid point on the sections of selected 

roads, as this is considered standard practice and to identify maximum speeds. 

Of the 11 sites surveyed, 3 sites have traffic volumes over 1,000 vpd with a maximum of 3,307 vpd on 

Myall Avenue. The traffic volume levels are considered to be within acceptable limits for collector roads 

providing access to local residents and services. 

The 3 sites that have an average greater than 1,000 vpd are: 

1. Myall Avenue east of Maltarra Road with 3,307 vpd 

 

 

Mingari Street north of Curtis Road with 2,988 vpd; and 

Alawoona Road south of Karinga Crescent with 1482 vpd. 

Each direction carries a balance of the traffic volumes. There is no issue with through traffic in a single 

direction. 

Figure 7 illustrates the average daily traffic volumes on each of the three greater than 1000 vpd sites 

surveyed by direction. The current traffic volumes are considered to be acceptable with the traffic volumes 

distributed evenly through the local traffic area with no one area carrying higher volumes. Each direction 

carries a balance of the traffic volumes. There is no issue with through traffic in a single direction. 







LATM Plan 

11

Figure 7 

Average Two Way Traffic at sites with volumes greater than 1000 vpd 

2000 

1800 

1600 

Vehicles per Day (vpd) 

1400 

1200 

1000 

800 

600 

South/East 

North/West 

400 

200 

Malterra Rd No 35 North of 

Lulama Cr 

Mingari St North of Curtis 

Rd 

Street 

Myall Av No 4 East of 

Maltarra Rd 

3.4 Traffic Speeds 

The speed limit for all roads in the study area is posted at 50 km/h. The collected traffic data identifies 

the 85 th percentile speed of traffic. The 85 th percentile speed is the measurement generally used for the 

design of streets and is identified by the Australian Standard 1742 as the “the speed at or below which 

85 percent of all drivers are observed to travel under free-flowing conditions past a nominated point”. 

Of the 11 sites surveyed for speed, 9 recorded an 85 th percentile speed of greater than 50 km/h, which was 

highlighted a significant concern for local residents. The streets include (listed from lowest to highest): 

Mingari Street – North of Curtis Road 51 km/h 

Karri Street - East of Shaun Court 58 km/h 

Maltarra Road – North of Cutana Crescent 59 km/h 

Alawoona Road – South of Yera Court 59 km/h 

Alawoona Road – South of Karinga Crescent 60 km/h 

Carcoola Road – North of Aruma Crescent 60 km/h 







LATM Plan 

12

Maltarra Road – North of Lulama Crescent 60 km/h 

Alawoona Road – North of Koolena Street 61 km/h 

Alawoona Road – North of Wanbi Court 62 km/h 

For the survey sites of Alawoona Road north of Myall Avenue and Myall Avenue east of Maltarra Road, 

the 85 th percentile speeds are 41 and 46 km/h respectively. The collection sites were located near the 

junctions of abutting roads. It is concluded the 85 th percentile speeds recorded at these two sites are 

influenced by the location of the survey sites and the short section of road. 

There were 12 recorded incidences where maximum speeds have been recorded in range between 110 

and 160 km/h at four of the survey sites. These roads are Myall Avenue, Alawoona Road, Maltarra Road 

and Carcoola Road. 

3.5 Reported Crashes 

Reported crash data statistics in the study area was obtained from DTEI for the period between February 

2005 and 2010. There have been a total of 13 crashes recorded on local roads in the study area with an 

additional 16 crashes reported at the intersections of Curtis Road / Mingari Street, Main North Road / 

Karri Street, Main North Road / Myall Avenue and Alawoona Road / Main North Road. 

The reported crash data statistics listed the apparent error of eight of the thirteen reported crashes as 

“Inattention” with one reported listing of “Fail to Keep Left”, “Reverse Without Due Care”, “Excessive 

Speed” and “Fail to Give Way” with one apparent error not listed. It is noted that of the thirteen reported 

crashes in the study area twelve of the crashes occurred at midblock locations. Of the midblock crashes, 

three occurred in wet conditions, a summary of the reported crashes detailing location, number of 

crashes and type of crash is summarised below: 

 

 

 

 

 

 

 

 

 

 

Alawoona Road (between Karri and Konanda). 2 crashes occurred at this location a vehicle hit a 

pedestrian and a vehicle hit a parked vehicle; 

Alawoona Road (between Nyenna and Myall). 1 crash occurred at this location a vehicle hit a fixed object; 

Illalong Crescent 1 crash occurred at this location a vehicle hit a parked vehicle; 

Myall Road (between Alawoona and Maltarra). 2 crashes occurred at this location a vehicle hit a fixed 

object and there was a head on collision; 

Maltarra Road (between Tallara and Cutana). 2 crashes occurred at this location a vehicle hit a fixed 

object and there was a vehicle rollover; 

Maltarra Road (between Bindui and Oraton). 1 crash occurred at this location a vehicle hit a fixed object; 

Noora Crescent 1 crash occurred at this location a vehicle hit a fixed object; 

Lulama Crescent 1 crash occurred at this location a vehicle hit a parked vehicle; 

Nyenna Court 1 crash occurred at this location a vehicle hit a fixed object; and 

Palari Crescent / Alawoona Road Junction 1 crash occurred at this location being a result of Right 

Angle crash. 







LATM Plan 

13

From the above summary and crash statistics, it is assumed with the long sections of road and recorded 

high speeds that speed maybe an influence and contributed to the incidences of crashes. 

Of the reported crashes for the sites excluded from the study, one was at night and all crashes where in 

dry conditions. Only one of the sixteen crashes occurred midblock with a summary of the reported 

crashes detailing location, number and type of crashes is summarised below: 

 

 

 

 

Curtis Road / Mingari Street junction. 7 crashes have occurred at this location with 3 of the crashes 

being a result of Right Angle crashes (that is, a crash occurring with vehicles turning right out of a 

side street); 

Main North Road / Karri Street junction. 4 crashes have occurred at this location with the majority of 

crashes being a result of Side Swipe crashes; 

Main North Road / Myall Avenue junction. 3 crashes have occurred at this location with all of the 

crashes being a result of Rear End crashes; and 

Alawoona Road / Main North Road. 2 crashes occurred at this location a vehicle hit a fixed object and 

there was a side swipe. 

A summary of the crash type and severity (including location and number) is graphically shown in Figure 8 

and Figure 9 respectively. 

3.6 Public Transport 

Munno Para is served by the Adelaide to Gawler rail line providing access between Gawler and 

Adelaide. Munno Para is serviced by a number of articulated busses directly and indirectly. The 440 

service travels to and departs from Munno Para Station via Mingari Street, Myall Avenue, Maltarra Road, 

Karri Street, Noora Crescent, Carcoola Road and Alawoona Road. While the 443 service travels on a 

two way ring route through Munno Para via Mingari Street, Myall Avenue, Maltarra Road, Karri Street, 

Noora Crescent, Carcoola Road, Alawoona Road, Myall Avenue and Mingari Street. Both the 440 and 

443 enter Munno Para via Curtis Road. 

Indirect transport (park and ride) With the 450, 451, 451P and the E1 departing and terminating from/at 

Andrews Farm and travelling along Curtis Road turning in at Peachey Road 1.3 km before the south of 

Munno Para. The 228, 228F, 228X, 441 and 442 buses departing and terminating from Smithfield 

Interchange approximately 1.3 km from Munno Para. 







LATM Plan 

14

288,250 

289,000 

289,750 




1 

Alawoona Road 


2 

6,162,000 

Woods Court 



Coventry Road 

Tyalla Court 

Yera Court 


Winulta Court 

Carcoola Road 


6,162,000 



MUNNO PARA 

2 


Karri Street 

Shaun Court 


1 

Medlow Road 


4 

Wanbi Court 

6,161,250 

6,161,250 



2 

BLAKEVIEW 

Tallara Crescent 



1 

Maltarra Road 


1 

1 

1 

Oration Court 

2 

Lawder Road 

6,160,500 

Palina Road 

Palina Court 


Curtis Road 

7 


Bindui Court 

1 

Myall Avenue 

3 

Purdie Road 

Scoular Road 

CRASH TYPE 

10 

Rear End 

6,160,500 

Hit Parked Vehicle 

SMITHFIELD 

Anne Street 


Jane Street 

Moir Street 

Queen Street 




Side Swipe 

Right Angle 

Hit Fixed Object 

Head On 

Roll Over 

Hit Pedestrian 

Bentley Road 

288,250 

289,000 

289,750 

LEGEND 

Site Boundary 

Cadastre 

Railway 

o 

Job Number 

1:7,500 (at A3) 


0 25 50 100 150 200 250 300 350 


Revision 


Date 

Metres 


Crash Type 



G:\33\15485\Spatial\Maps\MXD\33_15485_02_Crash_Type_revA.mxd 




Data source: Cadastre- PSMA (2010), Road, Railway & Localities - NAVTEQ (2008), Crash data - DTEI (2010), GHD (2010). Created by: J Benedict 

33-15485 

A 

11 MAY 2010 

(Collision Data 2005 - 2010) Figure 8

288,250 

289,000 

289,750 




1 

Alawoona Road 


2 

6,162,000 

Woods Court 



Coventry Road 

Tyalla Court 

Yera Court 


Winulta Court 

Carcoola Road 


6,162,000 



MUNNO PARA 

2 


Karri Street 

Shaun Court 


1 

Medlow Road 


4 

Wanbi Court 

6,161,250 

6,161,250 



2 

BLAKEVIEW 

Tallara Crescent 



1 

Maltarra Road 


1 

1 

1 

Oration Court 

2 

Lawder Road 

6,160,500 

Palina Road 

Palina Court 


Curtis Road 


Bindui Court 

1 

Myall Avenue 

3 

Purdie Road 

Scoular Road 

6,160,500 

7 

CRASH SEVERITY 

SMITHFIELD 

Anne Street 


Jane Street 

Moir Street 

Queen Street 




10 

Property Damage Only 

Injury 

Bentley Road 

288,250 

289,000 

289,750 

LEGEND 

Site Boundary 

Cadastre 

Railway 

o 

Job Number 

1:7,500 (at A3) 


0 25 50 100 150 200 250 300 350 


Revision 


Date 

Metres 


Crash Severity 



G:\33\15485\Spatial\Maps\MXD\33_15485_03_Crash_Severity_revA.mxd 




Data source: Cadastre- PSMA (2010), Road, Railway & Localities - NAVTEQ (2008), Crash data - DTEI (2010), GHD (2010). Created by: J Benedict 

33-15485 

A 

11 MAY 2010 

(Collision Data 2005 - 2010) Figure 9

3.7 Cycling Facilities 

There is a formalised linear park that caters for both pedestrians and cyclists. The alignment of the path 

runs along the entire spine of Munno Para linking the southern and northern ends. The path crosses two 

collector roads, Myall Avenue and Karri Street. A raised pedestrian refuge is provided at Karri Street to 

promote this linkage. 

3.8 Pedestrian Facilities 

Formalised footpaths are provided within Munno Para with a width of 1.2 metres. Through the community 

survey, a number of concerns were raised regarding the current condition of the footpaths. This has been 

forwarded to Council for further consideration. The current footpath network within the local area is 

deemed suitable. 

3.9 Treatments 

Throughout Munno Para, the existing traffic control treatments will be incorporated into the LATM Plan. 

Some sites will require upgrades to meet the current regulations and standards. The existing treatments 

are listed below: 

 

 

 

 

 

 

 

Karri Street – Pedestrian refuge located midblock west of Noora Crescent. 

Alawoona Road – Pavement Bar Treatment: 

– at the intersection with Myall Avenue; 

– the bends located between north of Koolena Crescent and south of Tyalla Crescent; and 

– at the single bend between north of Illalong Crescent and Carcoola Road. 

Maltarra Road – “No Stopping” on the eastern side of the road (opposite the Munno Para Primary School). 

Maltarra Road – “School Zone” installed as per the “Code of Technical Requirements for the Legal 

use of Traffic Control Devices” December 1999. 

Maltarra Road – pavement bar treatment at the bends located between north of Myall Avenue and 

South of Oraton Court. 

Myall Avenue – Protected right turn for west bound traffic turning into Maltarra Road and pavement 

bar treatment with the junction of Maltarra Road. 

Myall Avenue – Protected right turn for east bound traffic turning into Mingari Street with pavement 

bars installed on the Mingari Street leg. 

Treatments installed at the following junctions are to be retained but are excluded from the LATM Plan: 

 

Karri Street / Main North Road – Raised central median and channelised left turn lanes access and 

egress with Main North Road; 







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Alawoona Road / Main North Road – Channelised left turn lanes access and egress with Main North 

Road left in / left out island; and 

Myall Avenue / Curtis Road- pavement bars treatment on the Myall Avenue leg and central raised 

median with a protected right turn lane into Myall Avenue on Curtis Road. 







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4. Key Issues Identified 

4.1 Introduction 

The traffic and transport issues in the study area have been identified through: 

 

 

 

Site observations and assessment of existing street conditions; 

Review of available traffic data (including traffic volume, speed and crash data); and 

Review of the concerns, issues and opportunities raised by the community as part of the 

questionnaire survey carried out. 

The following sections provide a summary of the key issues identified from an ‘overall study area’ and a 

collector roads ‘street by street’ view. 

4.2 Overall Study Area 

The principal issues identified relating to the overall study area is: 

 

 

 

 

Traffic Speeds / Irresponsible Driving 

From the traffic survey data, individual vehicle speeds within the overall study area are considered to 

be high. Over 82% of the surveyed locations were identified to have an 85 th percentile speed limit 

greater than 50 km/h. High speeds and reckless driving was raised by the community and identified 

as major issue on the majority of streets in the study area. 

Road Geometry 

The community has expressed concerns regarding the relative speeds and anti-social behaviour. This 

type of driver behaviour can be attributed to the existing road geometry. The existing road geometry 

consists of long flat straight sections of road with wide pavements in sections of the collector roads. 

This promotes and gives drivers the feeling of an open environment contributing to the high speeds 

recorded on these roads. 

Intersections 

All intersecting roads within the study area form T-junctions. At isolated junctions, traffic control 

treatments have been installed in the form of; pavement bars to control corner cutting and reduce 

speeds. The community raised concerns about the effectiveness of these current treatments in 

relation to corner cutting and general safety. The existing treatments are recognised as a suitable 

treatment and with the addition of new traffic control treatments throughout Munno Para, it is 

anticipated these existing treatments will prove to be effective. 

Parking Issues 

Illegal parking has been identified by the community as an issue, particularly illegal parking (incorrect 

side of the road) throughout the Munno Para area. Lack of parking and the corresponding increase in 

traffic volumes at the Munno Para Primary School was also flagged. This issue is typical of all 

suburbs where schools are located and can best be rectified with the implementation of large off- 







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19

street parking facilities. On road parking causes congestion, which in turn reduces car speeds and 

can promote a safer environment with slower traffic speeds. 

 

Bicycle Facilities 

A number of comments were raised by the community relating to the lack of formalised bicycle 

facilities provided. Currently the liner park provides access between north and south of Munno Para. 

The existing road widths cater for both through traffic and bicycle usage, but becomes tight for road 

users when vehicles are parked on the road. As Munno Para does not provide any cycling linkages 

between adjoining suburbs, it is deemed that cycling lanes are not required and do not form part of 

this LATM. This may be revisited with the implementation of any pedestrian generators and the 

expected new residential areas surrounding Munno Para. 

4.3 Collector Roads ‘Street By Street’ 

4.3.1 Myall Avenue 

The principal issues identified on Myall Avenue are: 

 


Results from the traffic survey identified the 85th percentile speed as acceptable as recorded in the 

Table 1. There are recorded incidences of drivers exceeding the speed limit with some speeds 

recorded in excess of 110 km/h. Myall carries a higher proportion of traffic as its function is to provide 

access/egress to the suburb of Munno Para, increasing the perception of high occurrence of 

antisocial behaviour, particularly burnouts at the junctions of Mingari Avenue and Maltarra Road. 

Table 1 

Myall Avenue Speed Statistics 

Classifier Location: 85 th Percentile Speed (km/h) % > 50 km/h 

Myall Av No 4 East of Maltarra Road 46.2 6.6 

Corner cutting is evident where pavement bar treatments are installed along Myall Avenue and adjoining 

roads, as seen in Figure 10 and 11. Site observations revealed that large vehicles particularly buses run 

over pavement bars, supporting concerns raised by residents. 







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Figure 10 Pavement Bars at Myall Avenue / Mingari Street 







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Figure 11 

Pavement Bars at Myall Avenue / Maltarra Road Junctions 

4.3.2 Maltarra Road 

The principal issues identified on Maltarra Road are: 

 


With the 85 th percentile speeds in excess of 50 km/h and almost 50% (Table 2 below) of drivers 

driving over the 50 km/h speed limit there is a there is a very large problem with speed on Maltarra 

Road. Hoon driving and burnouts have also been raised as an issue. 

Table 2 

Maltarra Road Speed Statistics 


Maltarra Road North of Lulama Cr 59.7 46 

Maltarra Road North of Cutana Cr 59.2 47.3 

 

Primary School Parking Issues 

Concerns have been raised by the community regarding the insufficient amount of available parking 

to service the demand generated by the school located at the northern end of Maltarra Road. The 

school generates increased traffic volumes in the morning and afternoon, when parents drop off and 







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22

pick up the children. This peak occurs for duration of approximately 30 minutes. The community 

identified that illegal parking and congestion occurs during these times. Council’s policy of banning 

parking on the eastern side of the road reduces the number available parking spaces for vehicles and 

is implemented to improve child safety and to prevent children from crossing the road. Congestion 

does reduce speeds but causes the adverse effect of frustrating drivers. 

To combat the illegal parking issues, the community has suggested active policing be undertaken to 

reduce the incidence of this activity from occurring. 

 

Road Geometry 

The existing road geometry is conducive to high speeds due to the long wide straight sections of 

road. The community has identified this and requested traffic control treatments to reduce the speed 

of drivers. Such treatments include speed humps or chicanes. 

4.3.3 Karri Street 

The principal issues identified on Karri Street are: 

 


The traffic survey data collected shows the 85 th percentile speeds are above the posted speed of 

50 km/h. Table 3 details the speed characteristics of the road. The community survey details 

irresponsible driving, hoon diving, burnouts and “doughnuts” as a serious problem along this section 

of road. 

Table 3 

Karri Street Speed Statistics 


Karri St No 16 East of Shaun Ct 57.9 51.7 

4.3.4 Carcoola Road 

The principal issues identified on Carcoola Road are: 

 


Summarised in Table 4 below, is the 85 th percentile recorded speed. This speed is considered to be 

in the high range in relation to the posted speed limit. This is consistent with the collector roads within 

the local study area. 

Responses received from the community survey identify irresponsible driving such as hoon diving, corner 

cutting, burnouts and “doughnuts” occurring at intersections. Evidence of this can be seen at the junction 

with Doongara Crescent as seen in Figure 12. 







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Table 4 

Carcoola Road Speed Statistics 


Carcoola Road North of Aruma Cr 59.7 47.9 

Figure 12 Carcoola/Doongara Junction Evidence of “Burnout” Activity 

 

Road Geometry 

The existing road geometry is conducive to high speeds due to the wide and long straight sections of 

road the community has identified this and requested traffic control treatments to reduce the speed of 

drivers. Such treatments include speed humps or chicanes. 







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24

4.3.5 Alawoona Road 

The principal issues identified on Alawoona Road are: 

 


As shown in Table 5 below all sections along Alawoona Road, excluding the short section west of the 

Main North Road Junction have high 85 th percentile speeds and speeds above 50 km/h. The section 

of Alawoona Road with the 85 th percentile speed below the posted speed limit of 50 km/h is related to 

the short length of road, where vehicles will not achieve high speeds due to the junction with Main 

North Road and the bend in Alawoona Road. 

From the responses received, the community raised concerns regarding speeding and antisocial driving 

behaviours. Such activities identified include drag racing and burnouts. Burnouts are evident throughout 

the suburb of Munno Para and occur at a variety of locations, Figure 11, Figure 12 and Figure 13 shows 

evidence of this activity occurring. 

Table 5 

Alawoona Road Speed Statistics 


Alawoona Road South of Karinga Cr 60.2 48.2 

Alawoona Road South of Yera Ct 59.1 36.7 

Alawoona Road North of Koolena St 61.2 66.9 

Alawoona Road West of Main North Road 41.1 1 

Alawoona Road North of Wanbi Ct 62.4 45.4 







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Figure 11 Alawoona Road “Burnout marks on Pavement Bar Treatment” 







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26

Figure 12 Alawoona Road “Burnout Marks at a Junction” 







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27

Figure 13 Alawoona Road “Burnout Marks Midblock” 

 

Road Geometry 

Alawoona Road is located on the western side of Munno Para and extends for the entire length of the 

suburb forming a linkage between northern and southern parts of the suburb. This road is wide and 

straight and is conducive to high speeds. It has been voiced by the community the road is attractive 

for “drag racing”. The bends in the road are a concern for residents who have raised safety concerns 

due to the observed speeds which drivers negotiate these bends. Anti-social driving such as 

doughnuts has also been observed and it is suggested they occur more commonly at the junctions of 

adjoining roads with Alawoona Road. The long open straights and open space abutting the road can 

give the feel of open wide space contributing to the higher speeds. Figure 14 highlights the open 

space and straight section of road along Alawoona Road. 







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Figure 14 Alawoona Road Looking North 







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4.3.6 Mingari Street 

Mingari Street is considered a short street with no residential access point along its length. There is one 

access to the Munno Para Bowling Club on the eastern side at the southern end of the road. Therefore 

no community survey responses were received. The traffic data shows the 85 th percentile speed is below 

50 km/h with higher traffic volumes. The volumes are higher on this road with larger percentage of heavy 

vehicles as this street provides access into Munno Para suburb. 







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30

5. Proposed LATM Treatments and Recommendations 

5.1 Introduction 

Consideration of the following has been used to determine appropriate traffic management measures to 

improve safety and amenity to the study area: 

 

 

 

 

 

The role and function of the streets / roads; 

Solutions / recommendations made by the community as part of the community survey; 

Appropriate standards and guidelines to ensure consistency and effectiveness of any proposed 

treatments; 

Provision of schemes that are cost effective over their useful life; and 

Possible negative impacts associated with any proposed traffic management measure (for example, 

increased noise levels due to excessive acceleration and deceleration or transfer of traffic from one 

street to another due to a road closure). 

The LATM measures recommended in the following sections have been categorised based on the key 

objectives to be achieved for the study area. These include: 

 

 

 

 

 

Reduce vehicle speeds / hoon driving; 

Improve intersection / junction safety; 

Improve Pedestrian Facilities / safety; 

Address Problems of Road Geometry; and 

Parking Issues. 

5.2 Reduce Vehicle Speeds / Hoon Driving 

Within the local study area there is a need to change the collector road environment to be more 

sympathetic to the needs of the local residents. There are a number of wide, long and straight 

carriageways that encourage high vehicle speeds and present a greater potential for conflict, which are 

incompatible with the multipurpose function of the residential streets. 

High traffic speeds and irresponsible driving was identified to be the main issue on the majority of streets 

in the study area. It should be noted that the proposed traffic control measures discussed below will 

facilitate in reducing speeds, however they will not likely deter the current hoon / irresponsible driving that 

occurs primarily at night and on weekends (as advised by residents). The only approach to effectively 

discourage such unsafe activity is increased police enforcement. However catching hoons in the act can 

be difficult on account of the random occurrence. The need for increased police enforcement to alleviate 

hoon activity / irresponsible driving that occurs in the study area is discussed further in Section 5.2.10. 

The traffic management measures proposed to facilitate with reducing speed in the study area include 

the following: 







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31

5.2.1 Advisory Speed Signage 

The installation of ‘Remember 50 km/h’ advisory speed signs by Council (similar to that shown in Figure 15) 

at the entrances to the study area would assist with reminding motorists to travel at slower speeds. 

The recommended locations to implement the signs are on Alawoona Road, Karri Street, Myall Avenue, 

and Mingari Street. 

Figure 15 Remember ’50 km/h’ Advisory Sign 

5.2.2 Lane Narrowing / Kerb Extensions / Raised Kerbs 

The streets in the study area are in general very wide with limited line / lane markings. The collector 

roads are line marked to delineate the centre of the carriageway with no formalised on-street parking. 

Narrowing the trafficable carriageway to about 6 (minimum) to 7 (maximum) metres (similar to that 

shown in Figure 16) would facilitate in reducing speeds, improve delineation and minimise pedestrian 

crossing distances. The trafficable carriageway on a number of streets within the study area could be 

narrowed through: 

 

 

The introduction of ‘line marked’ dedicated on-street parking. 

Introduction of kerb extensions / Raised Kerbs at intersections and / or mid-block. 

The recommended streets to implement lane narrowing / kerb extensions (and / or improve existing line 

markings) include Carcoola Road, Maltarra Road and Alawoona Road. 

Line marking is a relatively inexpensive exercise and can be applied to all suggested streets. The 

installation of kerb extensions / protuberances however, can be expensive. Careful consideration has 

been given to where they are installed to optimise the effectiveness of the treatment from both a benefit 

and cost perspective. 







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32

Figure 16 Examples of Lane Narrowing / Kerb Extension Treatments 

5.2.3 Pavement Bars / Raised Median 

Pavement bars are raised yellow blocks placed on the roadway, which provide a visual and tactile 

warning to discourage vehicle encroachment into the adjacent lane(s). They can also be used on bends 

to assist with reducing vehicle speeds. Pavement bars currently exist in the study area at some bends 

(for example, along the bend at Alawoona Road, Myall Avenue, Mingari Street and Maltarra Road). 

It is recommended that pavement bars or a raised median are employed along Noora Crescent on bends 

and Maltarra Road to encourage slower speeds in close proximity to the Munno Para Primary School. The 

employment of pavement bars would assist in improving delineation and safety (particularly for right turning 

vehicles). It would also encourage slower speeds through the junctions, as vehicles would be deterred 

from cutting corners. The width of the pavement bars could also be designed to allow for a pedestrian 

crossing storage area at the junction approaches where sufficient road space is available. 

The implementation of a new solid median on Noora Crescent is considered to be the preferred option. 

For consistency throughout the local study area a pavement bar treatment can be considered. A solid 

median is suitable and considered more effective at this location as there is limited driveway accesses. 

5.2.4 Road Cushions 

The installation of cushions, in conjunction with lane narrowing / raised median (similar to that shown in 

Figure 17) is a relatively low cost and effective means of reducing vehicle speeds. The road cushions 







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33

are a preferred treatment where heavy vehicles traverse the road. The provision of a centre island further 

reduces the pavement width to encourage slower speeds at the treatment. 

Figure 17 Example of a Road Cushion Treatment 

The advantages of road cushions, compared to road humps are: 

 

 

 

The discomfort to cyclists is not as adverse as road humps, as cyclists can travel between the cushions. 

They can be designed so that they do not significantly impact on emergency and commercial vehicles. 

Road cushions are appropriate to use on bus routes while humps are inappropriate. 

The disadvantages of road cushions, compared to road humps are: 

 

 

They are less effective in slowing motorcyclists. 

Drivers can reduce their effect by traversing the cushions with only two wheels. 

The majority of streets within the study area were identified to experience 85 th percentile speeds greater 

than 50 km/h, with a number of streets experiencing (at irregular times) speeds higher than 100 km/h. 

Speeds greater than 100 km/h are not considered to be the norm, however more a result of the regular 

hoon activity that occurs within the study area (and as advised by a large proportion of residents that 

responded to the community questionnaire survey). 

A key contributor to these higher than posted speeds is the long straight sections of road between 

intersections. Lane narrowing / kerb extensions may assist in reducing overall vehicle speeds. Feedback 

from the community questionnaire survey indicated that local residents would be supportive of the 







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34

implementation of road humps / cushions. 

The streets where high speeds were identified and where the use of road cushions should be implemented 

are Carcoola Road and Maltarra Road. 

It should be noted that road cushions would need to be installed in the vicinity of street lighting and away 

from driveway entrances, there may be additional required lighting. The spacing between devices should 

not be less than 80 metres and not more than 120 metres if they are to exert an influence on speeds along 

the whole street (preferably at 100 metre spacing). 

5.2.5 Modified ‘T’ Junctions 

Modified ‘T’ Junctions affect a change in a vehicles path, slowing traffic via the deflection of the traffic or 

a reassignment of the traffic flow. Modified ‘T’ Junctions have been chosen to be employed on Alawoona 

Road, Maltarra Road and Myall Avenue as they are able to accommodate heavy vehicles. Modified ‘T’ 

Junctions will be employed on Alawoona Road at the junctions of Koolena Crescent and Koongara 

Crescent as a calming device, the junction of Maltarra and Cutana Crescent will also have a Modified ‘T’ 

Junction employed as a calming device as it is in close proximity to the primary school. Figure 18 below 

(from AUSTRoads Guide to Traffic management Part 8: LATM) Shows the two types of modified ‘T’ 

junctions. The junction of Myall Avenue and Mingari Street will have a junction priority change giving 

Mingari Street the right of way over Myall Avenue and will employ a Modified ‘T’ Junction to change the 

priority. 

Figure 18 Examples of a Modified ‘T’ Junction 

5.2.6 Roundabout 

A Roundabout is proposed for the junction of Myall Avenue and Maltarra Road. This traffic control 

treatment is proposed to reduce the speeds on Myall Avenue and reinforce the message to drivers they 

are entering a local area where the 50 km/h urban speed limit should be observed. This roundabout will 

need to be designed to cater for the largest vehicle an articulated bus. Existing traffic volumes along both 

Myall Avenue and Maltarra Road suggest a roundabout would be the preferred traffic control device. 







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35

5.2.7 Two Way Angled Slow Points / Blisters 

Two way angled slow points or blisters are recommended to be installed on Maltarra Road, Myall 

Avenue, Alawoona Road (two treatments). These horizontal deflection methods will be suitable for these 

Roads/Streets as it will help reduce speeds and reduce traffic volumes with the blister island option 

increasing pedestrian safety. 

5.2.8 Pedestrian Refuges 

An existing pedestrian refuge is located on Karri Street to cater for users of the Linear Park cycling track. 

A new pedestrian refuge is to be located on Myall Avenue opposite the Linear Park cycling track, thus 

giving cyclists and pedestrian users a point to cross at Myall Avenue at the end of Linear Park. 

5.2.9 Driveway Links 

Driveway links are where an original carriageway has been narrowed and the streetscape redefined so 

as to give the appearance of a closed portion of road. This may include a combination landscaping, 

installation of kerbs and using distinctive pavement giving the impression from a distance the road is 

closed but when approached it should be easily discernable that the road way is open. It is 

recommended that a driveway link is employed on Carcoola Road (south of its junction with Noora 

Crescent), with a one way driveway link installed on Alawoona Road south of the Myall junction. 

5.2.10 Police Enforcement 

As discussed previously, the above listed LATM traffic control treatments will assist in reducing vehicle 

speeds and improving the amenity of the study area, however the issue with hoon / irresponsible driving 

will be difficult to mitigate unless proactively enforced by police. Council will encourage increased police 

enforcement. The speed data obtained from the traffic counters and feedback from the community 

questionnaire survey could be used to assist police in identifying key locations and time of day of where 

and when the greatest offences occur. 

A summary of the recommended traffic management measures to be implemented on each street in the 

study area is shown in Table 6. 







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5.3 Parking Issues 

To assist in the reduction of pavement widths formalised linemarking is proposed to create clearly 

marked on-street parking on Alawoona Road and Carcoola Road. The selection of proposed traffic 

control treatments have been weighted against the community needs to retain as much of the on-street 

parking as possible. Cars parked on the road are effectively an active traffic control treatment locally 

reducing the pavement width creating and creating narrow trafficable lanes. This in turn will complement 

the proposed formalised treatments such as road cushions and modified ‘T’ Junctions. 

5.4 Road Geometry 

The proposed changes in the road geometry using horizontal deflection and vertical deflection treatments 

will reduce the current pavement widths and divide the long sections of road into smaller sections. This 

will assist in reducing speeds, improve delineation and to minimise pedestrian crossing distances. In 

addition to the above solutions the existed treatments (pavement bars at the bends of Alawoona Road 

and Maltarra Road) will also require additional line marking to ensure compliance with current Australian 

Road Rules and regulations. 

5.5 Pedestrian/ Cyclist Facilities 

There are no recommendations for proposed pedestrian or cycling facilities. From the community 

consultation issues were raised regarding the current state of the existing pedestrian infrastructure, 

relating to the maintenance of the footpaths such as, vegetation clearance in close proximity and 

pavement condition. 

The provision of additional cycling facilities such as marked bicycle lanes has been considered as part of 

this review. This treatment has not been implemented due to the current layout of the Munno Para 

suburb and limited amount of linkages to pedestrian generated areas. It is acknowledged the surrounding 

areas, particularly to the west of the rail line, will be further developed and there is an opportunity for 

future cycling and pedestrian linkages to be created within Munno Para. 

5.6 Street Lighting 

The above treatments mentioned may require the installation of additional lighting to ensure full 

compliance with relevant Australian Standards is met. Treatments with such as roundabouts and raised 

medians require a defined level of street lighting to ensure ongoing safety for drivers. The level of lighting 

will need to be determined in the detailed design phase of the proposed treatments. 







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Table 6 

Summary of the Proposed Treatments and General Locations 

Street Name 

Advisory Speed 

Signage 

Lane Narrowing / 

Kerb Extension / 

Raised Kerbs 

Line Marking 

Pavement Bar / 

Raised Median 

Road Cushion 

Roundabout 

Modified ‘T’ 

Junctions 

Pedestrian 

Refuge 

Driveway Link 

Myall Avenue 

Mingari 

Street 

Maltarra 

Road 

Karri Street 

 

 

 

 

Alawoona 

Road 

Carcoola 

Road 

Noora 

Crescent 

 

 

 







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6. Summary and Prioritisation 

A summary of the recommendations and prioritisation of the proposed traffic control treatments 

suggested in Section 5 are detailed below. The recommendations / proposals have been categorised 

into Immediate/Short Term, Medium to Long Term. These recommendations have been only been 

developed conceptually and will require further detailed investigation into their feasibility and practicality. 

All individual treatments have been included onto drawings C011, C012, and C013 (refer to Appendix C) 

to provide an overall summary of the proposed locations and treatment layouts. These drawings show 

indicative locations and should not be relied upon as final construction drawings. The final location of 

traffic treatment devices will need further investigation to ensure there is limited impact on existing 

services and residents, but still provides the optimum outcome at reducing driver speeds and anti-social 

behaviours. 

The cost advice can only be regarded as indicative. Detailed cost estimates should be undertaken once 

detailed designs are completed. The cost estimates are a tool for budgeting and prioritisation. The list of 

treatments are not placed in any particular order expect where noted. 

6.1 Immediate / Short Term 

The following treatments can be implemented to improve the safety and amenity for all road users in the 

Munno Para area. 

 

The installation of ‘Remember 50 km/h’ advisory speed signs. 

– Alawoona Road and Main North Road Junction 

– Karri Street and Main North Road Junction 

– Myall Avenue and Main North Road Junction 

– Mingari Street And Curtis Road Junction 

Cost Advice $500-800 (per sign) 

 

Pavement marking (new lane centre line and formalise on-street parking). 

– Alawoona Road – starting from Koongara Crescent and extending to Myall Avenue 

– Maltarra Road – located between Karri Street – Cutana Crescent (western side of the road for 

on-street parking) 

– Karri Street- between Alawoona Road and Main North Road (centre line only) 

Cost Advice $2,000-3,000 (per site) 







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Upgrade of existing pavement bar treatment (replacement of lost pavement bars and 

implementation of ‘No Stopping’ linemarking) 

– Alawoona Road – located between Carcoola Road and Illalong Crescent 

– Alawoona Road – located Tyalla Court and Koolena Crescent 

– Maltarra Road – located between Oraton Court and Bindui Court 

– Maltarra Road – located between Bindui Court and Myall Road 

Cost Advice $800-1,000 per site 

 

Installation of new pavement bar treatment 

– Carcoola Road extending into Noora Crescent 

Cost Advice $2,000-3,000 

 

Installation of raised median and kerb relocation 

– Noora Crescent Road – located at the bend 


 

Installation of road cushions 

– Maltarra Road – located between Cutana Crescent and Oraton Court 

– Carcoola Road – located between Alawoona Road and Noora Crescent 

Cost Advice $3,500 (per unit) 

 

Installation of raised kerb median and pavement marking (formalise on-street parking) 

– Carcoola Road – located between Alawoona Road and Noora Crescent (total of 8 sites) 

Cost Advice $6,000-8,000 per site 

 

Installation pedestrian refuge 

– Myall Avenue – located west of Maltarra Road 








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6.2 Medium / Long Term 

 

 

 

Installation of modified ‘T’ junction (listed in order of priority) 

– Alawoona Road – located at Koongara Crescent 

– Alawoona Road – located at Koolena Crescent 

– Alawoona Road – located at Yera Court 

Cost Advice $10,000-15,000 (per site) 

Installation of modified ‘T’ junction and change priority 

– Myall Avenue – located at Mingari Street (install pavement bar and raised median) 

Cost Advice $10,000-15,000 

Installation of driveway link 

– Carcoola Road – located at Noora Crescent 

– Alawoona Road – located at Myall Avenue (modify pavement bar treatment) 

Cost Advice $10,000-15,000 

 

Installation of proposed roundabout 

– Myall Avenue – located at Maltarra Road 

Cost Advice $80,000-95,000 







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6.3 Cost Advice Summary 

The cost advice for each treatment has been summarised and with an expect cost of between $240,700 

– 305,900 for the implementation of the recommendations provided. A further cost breakdown is 

provided detailing the two priorities immediate / short term and medium / long term. The estimated cost 

for each of the priority is listed below: 

immediate / short term - $110,700 - $135,900 

medium / long term - $130,000 - $170,000 

The tables below detail a cost breakdown for each of the treatments under their respective priority. 

Table 7 

Immediate / Short Term 

Proposed Treatment 

No. 

Sites 

No. 

Treatments 

per site 

Individual 

Treatment Cost 

Total 

Treatment 

Cost 

The installation of ‘Remember 50 km/h’ 

advisory speed signs 

Pavement marking (new lane centre line 

and formalise on-street parking) 

Upgrade of existing pavement bar 

treatment (replacement of lost pavement 

bars and implementation of ‘No Stopping’ 

linemarking) 

Installation of new pavement bar 

treatment 

Installation of raised median and kerb 

relocation 

4 1 $500-800 $2000 - 2400 

3 1 $2,000-3,000 $6,000 - 9,000 

4 1 $800-1,000 $3,200 - 4,000 

1 1 $2,000-3,000 $2,000 - 3,000 

1 1 $6,000-8,000 $6,000 - 8,000 

Installation of road cushions 

2 

5 and 6 

(Total of 11) 

$3,500 $38,500 

Installation of raised kerb median and 

pavement marking (formalise on-street 

parking) 

1 8 $6,000-8,000 

$48,000 - 

$64000 

Installation pedestrian refuge 1 1 $5,000-7,000 $5,000 - 7,000 

Immediate / Short Term Cost Advice 

$110,700 – 

135,900 







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Table 8 

Medium / Long Term 

Proposed Treatment 

No. 

Sites 

No. 

Treatments 

per site 

Individual 

Treatment Cost 

Total 

Treatment 

Cost 

Installation of modified ‘T’ junction (listed 

in order of priority) 

Installation of modified ‘T’ junction and 

change priority 

Installation of driveway link 

Installation of proposed roundabout 

3 1 $10,000-15,000 

1 1 $10,000-15,000 

1 1 $10,000-15,000 

1 1 $80,000-95,000 

Medium / Long Term Cost Advice 

$30,000- 

45,000 

$10,000- 

15,000 

$10,000- 

15,000 

$80,000- 

95,000 

$130,000 – 

170,000 







LATM Plan 

43

Appendix A 

Community Questionnaire Survey Form 







LATM Plan

COUNCIL LOGO?? 

TRAFFIC STUDY – QUESTIONNAIRE SURVEY 

Munno Para Local Area Traffic Management Study 

To enable your concerns regarding your local area to be considered as part of the study, 

please complete and return this survey to Council by XXXXXXXXXXXXX, using the ‘Reply Paid’ 

envelope enclosed. 

1 What are your contact details? (optional, but will help to identify and clarify issues) 

Street Name: __________________ House No. _____________________ 

Name: _______________________ Phone No. __________________ 

2 What are the age groups at this address? (Please tick () the relevant square(s)) 

0 – 4 yrs 5 – 11 yrs 12 – 17 yrs 18 – 64 yrs 65+ yrs 

3 Traffic Problems in Your Street 

(a) What are the traffic problems in your street? 

(Please tick () one square along each line) 

Problem No Problem Minor Problem Major Problem 

Traffic Speed 

Traffic Volumes 

Heavy Vehicles 

Vehicle Accidents 

Parking 

Pedestrian Facilities / Safety 

Bicycle Facilities / Safety 

Street Lighting 

Irresponsible Driving 

Other (Specify in box below) 

(b) Do any of these problems occur at a particular time or day? 

(Please tick () one square along each line) 

Problem All Times Day-Time Peak Hours Night-Time 

Traffic Speed 




Parking 





Other (Specify in box below)

COUNCIL LOGO?? 

4 Traffic Problems in the Whole Study Area 

What are the worst two traffic problems in any part of the Study Area? List the location and 

nature of the problem. Consider problems you encounter when walking, cycling, parking and 

driving. Where appropriate, please indicate a solution which you think would help address the 

traffic issue. 

Location No. 1: 

Problem:_____________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

Solution:_____________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

Location No. 2: 

Problem:_____________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

Solution:_____________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

5 Please mention any other comments you may have. 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

____________________________________________________________________________ 

Thank you for your assistance.

Appendix B 

Comprehensive Survey or Summary 

Responses 







LATM Plan

Traffic Speed Traffic Volumes Heavy Vehicles Vehicle Accidents Parking Pedestrian Facilities / 

Safety 

Bicycle Facilities / 

Safety 

Alawoona Rd 0 0 0 0 0 0 Weighted Minor / 

Major Problem 

Street Irresponsible Driving 

Lighting 

36 23 

Amanda Ct 0 Weighted Minor / Major Problem 2 0 0 2 4 5 2 

Aruma Ct Weighted Minor / Major Problem 12 5 8 2 6 0 0 2 

Bindui Ct Weighted Minor / Major Problem 5 3 0 0 7 5 5 3 

Carcoola Rd Weighted Minor / Major Problem 18 9 2 3 10 6 7 11 

Carrama Cres Weighted Minor / Major Problem 3 5 2 2 3 6 5 5 

Doongara Cres 0 Weighted Minor / Major Problem 7 2 0 2 2 2 0 

Gurumbi Cres Weighted Minor / Major Problem 2 2 4 0 0 0 0 3 

Illalong Cres Weighted Minor / Major Problem 2 0 2 0 0 3 0 0 

Karinga Cres 0 Weighted Minor / Major Problem 5 4 2 0 3 3 3 

Karri St Weighted Minor / Major Problem 10 2 3 2 4 10 7 4 

Konanda Cres Weighted Minor / Major Problem 7 4 4 2 3 9 8 3 

Koolena Cres Weighted Minor / Major Problem 5 2 2 2 0 2 2 2 

Louise Place 0 0 0 0 4 3 0 0 0 

Lulama Cres 2 0 0 0 2 2 0 0 5 

Maltarra Rd Weighted Minor / Major Problem 22 18 4 10 14 6 10 11 

Myall Ave Weighted Minor / Major Problem 12 9 5 5 11 6 5 5 

Noora Ct Weighted Minor / Major Problem 9 4 2 2 4 10 3 2 

Nyenna Ct Weighted Minor / Major Problem 3 0 0 2 0 0 0 0 

Palari Cres Weighted Minor / Major Problem 6 0 0 0 0 3 0 0 

Shaun Court Weighted Minor / Major Problem 0 0 0 0 0 0 0 0 

Tallara Cres Weighted Minor / Major Problem 3 3 2 4 4 0 0 5 

Tyalla Crt Weighted Minor / Major Problem 2 2 2 2 2 0 0 3 

Wanbi Ct Weighted Minor / Major Problem 6 2 0 0 0 3 6 5 

Winulta Ct Weighted Minor / Major Problem 3 0 2 0 0 3 0 2 

Yera Ct Weighted Minor / Major Problem 0 0 0 0 2 0 0 0 

Traffic Speed Traffic Volumes Heavy Vehicles Vehicle 

Accidents 

Parking 

Pedestrian 

Facilities / 

Bicycle Facilities / 

Safety 


Irresponsible 

Driving 


Traffic Speed 

Street Lighting and Parking 

Traffic Volumes and Pedestrain Facilities Safety 



Vehicle Accidents

Alawoona Rd 

Problem No Problem Minor Problem Major Problem Weighted Minor / Ranking Weighting 

Major Problem 

Traffic Speed 1 3 10 36 1 Minor Problem 2 

Traffic Volumes 3 4 5 23 4 Major Problem 3 

Heavy Vehicles 5 3 1 9 8 

Vehicle Accidents 4 2 1 7 9 

Parking 4 3 4 18 5 

Pedestrian Facilities / Safety 4 1 4 14 7 

Bicycle Facilities / Safety 3 1 5 17 6 

Street Lighting 4 3 7 27 3 

Irresponsible Driving 2 9 31 2 

Problem All Times Day-Time Peak Hours (i.e. 8 - 9 am Night Time 

& 3 - 4pm) 

Traffic Speed 8 3 

Traffic Volumes 5 1 

Heavy Vehicles 3 1 1 

Vehicle Accidents 2 1 1 

Parking 5 1 2 

Pedestrian Facilities / Safety 5 2 3 

Bicycle Facilities / Safety 6 1 4 

Street Lighting 3 5 

Irresponsible Driving 10 2 

Other Issues 

Trail bikes 

Reserve lighting 

Reserve saftey (duell use) 

Pedestrian/Bikes 

Buses speeding and not carrying people 

Vehicel speeds over 100km/h

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Immediate locality corner and burnouts from same up towards Main North Rd 

Full widith road humps on corner both ways plus further 50k speed limit signs 

Some vehicles travelling at excess speeds Nth and Sth along Alawoona Rd but generally younger motorists/P Plate drivers/motorcycle riders. 

Offten hear them during the hours of Darkness. "burnouts" and hoon driving also an issue occationally. 

Covert speed detection by SAPOL. Redesign of some sections of road by council and by RE Traffic calming perhaps? 

Parking across driveways and on footpaths 

enforcement by council 

Irresponsible/speed 

Speedbumps/rounderbouts 

cars speeding 

speed humps or the island thing that you have to weave through 

irrresponsible driving 

speed humps or the island thing that you have to weave through 

Speed a irresponsibltiy by some drivers 

More patrols by police a use of speed detection radars. 

Myall Ave and Alawoona are poorly lit, it is hard to see parked cars. 

More street lights 

Myall Ave and Alawoona are long roads and speed is a problem. 

People on mini bikes hooning up and down the pedestrian footpath. 

Police 

Speed around S bend 

police 

No path on the side of the train station, street light aren’t very good. 

More lighting/pathing 

High speed around corners 

Build a drag strip speed humps will not stop them. 

Speeding vehicles (Alwoona Rd is like a drag strip). 

Roundabouts or speed humps and more police. 

Pedestrain saftey crossing road 

Pedestrain crossings 

Speed. Around the corner at night 

Speed humps and lighting 

No where to park cars

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Speeding on Main North Rd there are children in the area 

Signage 50km/h and Children present 

Parking of cars on corners of Alawoona (plus other corners) 

No parking sign on corners 

Speeding 

speed humps 

Burnouts 

speed humps 

Traffic speeding on S bend norht end of Alawoona 

speedhumps or chicanes 

Speeding drivers along Myall/Alawoona 

"Screw in" speed humps along main traffic areas 

Issue 

Parking in front of/side of my house 

Solution ? 

Comments 

Drag racing in the early hours of the morning along with screaming tyre burnouts feature quite often. While it occurs during the week occationally, weekends are worse. 

Alawoona is a resonable rd but most of the other roads are becoming very damaged from high truck usage due to development in the area especially top end of Curtis Rd and CharlotteST 

I would like to see bus drivers obey the school zone speed limits. 

I am 100% against speed bumps being placed on Alawoona Rd, only a minority want these. Also, such as it is, Alawoona should be 60km/h not 50. 

There is a constant propblem with manhole covers 

I have lived here for 33year and the traffic has become worse. 

Replacement of sump lids regularly vandilised, pot hole repairs before they get too big. 

We moved in I Aug 09 I am not prepared to live here much longer if nothing is done I have my families safty to think about 

Long standing problem that hopefully, finally will be dealt with.

Aruma Ct 


Major Problem 

Traffic Speed 4 12 1 Minor Problem 2 

Traffic Volumes 1 1 5 5 Major Problem 3 

Heavy Vehicles 1 2 8 3 


Parking 1 2 6 4 



Street Lighting 1 1 2 6 


Problem All Times Day-Time Peak Hours (i.e. 8 - 

9 am & 3 - 4pm) 

Night Time 

Traffic Speed 4 


Heavy Vehicles 1 1 


Parking 1 



Street Lighting 1 

Irresponsible Driving 4 

Other Issues: 

Trees near light need trimming 

Unlicensed motorbikes 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Parking 

Chalk the vehicle 

Speeding and burnouts on Carcoola Rd, and other long roads in the estate. 

Possible speed humps or roundabouts. More police patrolling through the night. 

Some people have taken to driving over the mound of dirt that runs along Carcoola Rd and Main North Rd as a short cut. 

More soil 

Speeding cars and the (screaming noises especially at night) are not only dangerous but keep me awake waiting for a crash. Daytime speed is bad around corners and the straight road Carcoola. 

Close to corners parking 

Uneven road surface 

upgrade road 

Speed 

More signs and traffic patrols 

Comments 

Irresponsible driving it is dangerous, loud noises, screeching tyres, burnouts 

It is nice to see you like this place as much as we do thank you for making it safe

Carcoola Rd 

Problem No Problem Minor Problem Major Problem Weighted Minor / Major Ranking 

Weighting 

Problem 

Traffic Speed 3 4 18 2 Minor Problem 2 



Vehicle Accidents 5 1 3 8 

Parking 2 2 2 10 4 

Pedestrian Facilities / Saf 1 3 6 7 





& 3 - 4pm) 

Traffic Speed 3 1 2 


Heavy Vehicles 1 

Vehicle Accidents 1 

Parking 1 

Pedestrian Facilities / Safe 2 




Other Issues 

Buses

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

karri St and Main North Rd intersection you can not cross the road due to the ongoing constant flow of traffic there have been too many car accidents there due to the heavy flow of traffic in both directions it is 

bedlam to get across 

You need traffic lights 

Mingari St and Curtis Rd there are only 2 ways to exit Munno Para going to Smithfield Elizabeth due to new housing estates in the area and schools going up Curtis Rd is dangerous the road is bedlam to cross 

there have been 

many accidents and a death on the road, my daughter has been in an accident on Mingari and Curtis 

Road this year 

Burnouts on Carcoola Rd coming out on Doongara Cres Day and night. Also on Doongara Cres plus Carcoola Rd is used as a rack track 

roundabouts and speed humps 

Roundabout at Munno Para shopping centre. There is one entry at most points but two lanes on three roundabout this causes near misses. 

Arrows instructing where to enter. 

Karri St Munno Para and Main Nth Rd intersection is very hard to enter or exit Munno Para by turning right from karri St to go to Main Nth Rd to head to Elizabeth with a constant heavy flow of traffic 

travelling at a fast speed. (Hard to get across) both directions. 

Needs traffic lights installed 

Mingari St and Curtis Rd intersection (same as above issue) hard to get across onto Curtis Rd from Mingari St with constant traffic build up. 

Traffic lights or a roundabout. 

Speeding drivers on Carcoola and Alawoona 

Hoon drivers drag racing along Carcoola - burnouts and donuts at road intersections (Grumbi and Doongara) 

Traffic entering Maltara from Myall are always speeding. No off road parking very congested 

Cut into verge and have off road parking. 

Corner cutting and speed 

Driver training. Making Carcoola one way traffic up to bend in road or a hump to make traffic slow down. 

Corner of Karri and Noora people cutting corner. 

Medium strip 

Car hoons cutting corner. 

Speeding 

Speed reduction obstacles eg speed humps 

Wheelies and burnouts 

Speed reduction obstacles eg speed humps 

Comments 

We have put in a partition and complained in the past and we just get ignored we need from No. 13 Carcoola Rd blocked off altogether due to the idiots that take the bend on Carcoola rd too fast and that end up on wrong side of the road there 

have been accidents, 

I have to put up a fence to try to stop those idiots driving into my house. The buses turn into Nora, they don't use this part pf Carcoola Rd, I'm sure the residents will feel a lot safer and better if it gets done. 

Bottom end of Carcoola needs investigation especially near the bend (speed and hoon driving). I feel this area needs to be blocked and made one way or speed humps installed in Muno Para Streets. 

Vehicles parking illegally - wrong way on road over footpaths. 

Footpath are covered in debris and trees overhanging make it awkward when walking.

Carrama Cres 

Problem No Problem Minor Problem Major Problem Weighted Minor / Ranking 

Weighting 

Major Problem 





Parking 1 3 5 


Bicycle Facilities / Safety 1 1 5 2 


Irresponsible Driving 1 3 5 

Problem All Times Day-Time Peak Hours (i.e. 8 - Night Time 

9 am & 3 - 4pm) 





Parking 1 

Pedestrian Facilities / Safety 1 1 

Bicycle Facilities / Safety 1 1 



Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Speeding and dangerous driving 

Traffic control areas or speed humps. 

Street lighting especially near Linnear Park 

Replace with no breakable low wattage units. But lighting must be better than what it already is. 

Charlotte St: too narrow, pot holes etc and speed 

Re-do road surface, widen road, get rid of parking bays if necessary and more speed signs. 

Charlotte St footpath condition and lighting 

Pave and new lighting 

Comments 

Do something about the increased traffic volume along Curtis St and fix Charlotte St footpath.

Doongara Cres 


Weighting 

Major Problem 






Pedestrian Facilities / Safety 3 1 2 3 


Street Lighting 4 0 7 

Irresponsible Driving 1 3 1 9 1 


9 am & 3 - 4pm) 

Traffic Speed 4 1 1 1 




Parking 1 1 

Pedestrian Facilities / Safety 2 

Bicycle Facilities / Safety 2 



Other Issues 

Burnouts 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Occupants and visitors at No. 31 Carcoola Rd driving form there address to the junction of Doongara Cres and Cracoola Rd and doing burnouts and racing Doongara Cres. 

Increased police patrols. 

Vehicles parked in no standing zones near school 

Infringement notices issued. 

Exiting from Karri St to cross Main North Rd extremely difficult at peak times also difficult to merge with 90km/h traffic. 

Traffic Lights 

Traffic volume via Curtis. 

Some kind of new traffic control to make traffic flow. 

Speeding on Alawoona and Kari 

SAPOL enforcement, community policing 

Issue 

Solution 

Comments 

Speed control along Alawoona, Carcoola and Maltarra RDS. Speed humps or roundabouts to slow down the lunatics who use them as drag strips. 

Most traffic issues are residents of Muno Para.

Illalong Cres 

Problem No Problem Minor Problem Major Problem Weighted Minor Ranking Weighting 

/ Major Problem 


Traffic Volumes 2 0 5 Major Problem 3 



Parking 2 0 5 





Problem All Times Day-Time Peak Hours (i.e. 

8 - 9 am & 3 - 


Night Time 


Heavy Vehicles 1 ght parking and weekends 


Parking 





Other Issues

Issues 

Issue 

Solution 

Illegal parking of heavy vehicles 

better monitoring by inspectors 

Issue 

Solution 

The drainage is very poor… water hazards to drivers 

better drainage in streets 

Issue 

Hoons doing wheelies, burnouts mostly at night 

Solution 

Comments 

Speed humps will not stop the burnouts that occur

Koolena Cres 


Major Problem 





Parking 1 0 9 






9 am & 3 - 4pm) 

Night Time 





Parking 





Other Issues 

Lighting on Linear Park 

Issues 

Issue 

Solution 

Linear park poor surface of paths 

Fix 

Issue 

Solution 

Issue 

Solution 

Comments

Konanda Ct 


Major Problem 





Parking 1 0 5 






9 am & 3 - 4pm) 

Night Time 


Traffic Volumes 1 



Parking 





Other Issues 

Noisy cars 

Issues 

Issue 

Solution 

Issue 

Solution 

Train and bus stations Hoon drivers using gravel to do wheelies spinning around as many times as they can - taking off as fast as they can well above the speed limit losing control at times Accidents waiting to happen 

Some motor bike and cars plant there foot from Konada Ct to Karri St and back again. At times going well past Konada. This can happen anytime mostly evenings to early hrs of morning 

Comments 

Irresponsible driving it is dangerous, loud noises, screeching tyres, burnouts

Konanda Cres 


Major Problem 











9 am & 3 - 4pm) 

Night Time 




Vehicle Accidents 1 1 

Parking 1 1 





Other Issues 

Reving up and taking off squealing tyres 

Burnouts 

Cars racing around in circles and smoking tyres 

Occasional burnouts primarily at night at Karri and Alawoona streets intersection. 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Street not wide enough. No footpaths. Street signs not visible. 

Parking issues due to speed around bend in road. 

Drunk driving and yelling abuse driving over my letterbox. No footpath so walking at night on the road is very dangerous. 

Need police surveillance 

Cars parking in my driveway and across my drive. 

Not enough/no street lights in corner of street near our house too many trees overhanging where people park there cars at night. Night time drinking, graffiti, damage to property i.e. car theft of box of clothes 

Comments

Louise Place 


Major Problem 





Parking 2 4 1 






9 am & 3 - 4pm) 

Traffic Speed 




Parking 





Other Issues 

Parking problems 

Night Time 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Trail bikes 

Speeding Hoon drivers 

roundabouts 

burnouts 

harsher penalties like losing cars if caught, roundabouts 

COMMENTS:

Lulama Cres 


Major Problem 











9 am & 3 - 4pm) 





Parking 1 





Other Issues 

Mini bikes 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Footpaths. Some are overgrown and have small/med branches lying on them - some are not very flat 

Clear trees 

Curtis Rd. It is very busy and congested especially at peak hours. This will get worse with all the new buildings in the area. It is sometimes getting onto Curtis 

Perhaps widen the road considerably to make extra lanes. 

Speed of traffic 

better/more signage re speed limits 

parking in places that cause hazards to other drivers eg near corners, turning lanes etc, opposite driveways in narrower streets 

parking bans in some areas especially near bus stop at Myall Ave end of Maltara Rd 

Comments 

Layout of suburb contributing factor. Some streets with tight bends close together others long and straight encourage speeding. 

Regarding the pedestrian safety the issue is the condition of the footpaths for older residents i.e. uneven surfaces.

Maltarra Rd 


Major Problem 





Parking 4 1 4 14 4 





Problem All Times Day-Time Peak Hours (i.e. 8 - 9 Night Time 

am & 3 - 4pm) 

Traffic Speed 5 1 2 3 

Traffic Volumes 3 4 2 



Parking 3 1 1 





Other Issues: 

They use the corner of our road like a rally track. Something needs to be done. 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Speeding and burnouts 

occasional speed camera (policed) 

The problem Roads - Maltarra and the main road which runs along side the munno para train station. These 2 roads people speed and use these roads like a race track. The S bend on Maltarra is the worst 

Roundabouts or speed humps 

Munno Para Primary School traffic caused bay lack of parking. 

More parking spaces 

Speed 

Speed humps 

Parents parking on the wrong side of the road at Munno Para Primary School 

Parking must be patrolled more and tickets issued 

Speeding traffic down Maltarra road 

speed humps 

put in chicanes instead of speed humps (as long as its nowhere near our bend) 

S bend at southern end Maltara Rd car parked on either side or bus at bus stops force drivers to wrong side of the road on a blind corner 

Remove bus stops plus no make kerbs no parking 

Maltara used as a speed strip 

speed humps 

Parking issues, road too narrow, parking on bend can't park on council medium strip. 

Increase road width or ability to park on council medium strip. 

Traffic volumes and speed (also burnouts) 

Roundabouts and speed bumps 

Speed 

More signage and police presence or camera activity. 

Irresponsible driving i.e. Hoon driving and burnouts 

Police presence and camera activity. 

Comments 

My street is a bus route is that classed as a heavy vehicle I have no problem with that (buses or trucks)

Myall Ave 


Major Problem 



Heavy Vehicles 1 1 1 5 6 







Problem All Times Day-Time Peak Hours (i.e. 8 - 9 

am & 3 - 4pm) 

Night Time 


Traffic Volumes 1 1 2 1 



Parking 4 





Other Issues 

People doing burnouts and reving motors. 

Burnouts on corner 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Hoon driving, driving on footpaths and driving in park and laneways. 

Close laneways, fence access to park. 

Parking difficult to reverse out of driveway if cars parked opposite. 

Need pullins to make it easier especially since many use my driveway on bikes and wheelchairs to access laneway. 

Footpaths are breaking up or lifting (hard for prams and general walking). Trees need trimming so you can see cars. 

Trim trees. 

Burnouts, speeding ( and speeding buses) 

Roundabout at the corner of Myall and Alawoona 

Speed: Speed around corners Myall and Mingary then Myall and Maltarra 

Stop signs before corners 

Parking there is no safe place to park 

cut into verges 

Hoon drivers/ speeding 

Speed cameras 

Comments 

All weekend people drive too fast, lots of traffic dust and noise. When trying to get into my drive way cars drive right up behind me very dangerous if someone is using my driveway (prams, wheelchairs and bike on my driveway). 

A lot more police present would be nice. 

We would really like to see traffic slowed somehow.

Nyenna Ct 


Major Problem 


Traffic Volumes 0 4 Major Problem 3 



Parking 0 4 






9 am & 3 - 4pm) 

Night Time 





Parking 1 





Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Hoon driving on main roads eg burnouts, speeding 

chicanes, speed humps (Alawoona Rd) 

lack of road maintenance not made for constant industrial traffic (charlotte St) 

need lane lines, road resurfacing 

Comments 

I think there should be a no standing zone on Charlotte St on the business side of the street as it congests traffic.

Oration Ct 


Major Problem 


Traffic Volumes 2 1 1 Increasing during peak / school hours 5 3 Major Problem 3 




Pedestrian Facilities / Safety 3 1 Due to irresponsible driving. No footpaths. Big Problems. Need Footpath!! 3 5 

Bicycle Facilities / Safety 3 1 Due to irresponsible driving 3 5 

St Lighting 3 2 6 2 

Irresponsible Driving / Hoons 2 Drivers doing burn outs (black marks on Roadway) 0 8 

Problem All Times Day-Time Peak Hours (i.e. 8 - 9 am 

& 3 - 4pm) 

Night Time 


Traffic Volumes 1 1 1 



Parking 2 



St Lighting 1 

Irresponsible Driving / Hoons 2 2 

Other Issues 

No problems in our court only on Maltara Rd 

Cars ragging each other 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Trying to get in onto Curtis Rd from Bingari is a nightmare early morning School dismissal time and Peak in Evening Curtis Road is getting to busy now with Andrews farm traffic also 

Lights on Curtis may be too close to Main North Rd. Another idea is to open up Myall Ave so you can turn right onto Main North Rd at the moment you can only turn left towards Gawler Once again could become a problem peak hour maybe lights also. 

There is a dangerous blind bend in our area. Cars turning into Maltarra Rd from Myall Rd, drive extremely fast, I was almost run down walking to the bus stop in Maltarra rd, opposite Oration Ct 

We need go slow blind bend notices 

When driving on Maltara Rd the bend near bus stop 84 cars drive around that bend at high speed. 

Speed humps 

Speed of cars on Maltara, burnouts late at nigh. Cars going through fences. Traffic volumes mornings and afternoon school times. 

Decreasing traffic speeds 

Street lighting needs improvement. 

More lighting 

Cars speeding some over 100km/h. Cars dragging each other off. 

Speed humps. 

Comments 

The sharp bend on Maitara just before Oration Ct car through fence more accidents waiting to happen

Noora Ct 


Major Problem 











& 3 - 4pm) 





Parking 1 





Other Issues: 

Issues 

Issue 

Solution 

Issue 

Solution 

Burn outs on major roads: Carcoola Rd, Alawoona Rd, Karri St, Mingara Rd Parking on Verges 

Speed humps and traffic islands. Give council workers the authority to report any incident. Vehicles to be provided with cameras 

Some areas are not clearly marked for no parking especially near fire hydrants. Cracking in pavements especially on corners. Uneven surfaces 

More regular painting of yellow lines on road. 

Comments 

Speed is a problem, but feel 50kph is Sufficient

Bindui Ct 

Problem No Problem Minor Problem Major Problem Weighted Minor / Major Problem Ranking Weighting 










Problem All Times Day-Time Peak Hours (i.e. 8 - 9 am & 3 - 4pm) Night Time 





Parking 2 1 





Other Issues 

Nearby streets are noisy from hoon drivers, squeeling tyres and speeding. 

cars and motor bikes through park 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Some of the roads do need upgrading, especially Charlotte St 

Go to the road works management and see what can be done as there are several big holes. 

Speeding mainly by young drivers on many surrounding roads. 

Maybe several roundabouts or speed humps could be errected. 

Speed 

Lighting is very bad on Maltara Rd and more lighting needed in park. 

Comments 

Speed is a problem, but feel 50kph is suffient 

As I am ina court not much traffic is seen, But it is a bit hard for Garbos to negotiate a reversing manoeure and some need 2 or 3 tries.

Gurumbi Cres 

Problem No Problem Minor Problem Major Problem Weighted Minor / Major Ranking Weighting 

Problem 





Parking 2 0 6 





Problem All Times Day-Time Peak Hours (i.e. 8 - 9 am & 3 - Night Time 

4pm) 





Parking 





Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Hoon drivers using Carcoola Rd, Maltarra Rd and Alaoona Rd also Myall Ave as race tracks to also do burn outs and donughts. 

Speed humps, chicanes in straight areas 

Traffic conjestion heading north on Main North Rd and Uley Rd Traffic banks right back to Midway and Woodforde Rd most days in the afternoon peak hour. 

Extend slip lane to turn right into Uley Rd and look at traffic light sequence for this time of day. The third lane that extends could possiblly be extended to the Caltex service station. 

Comments 

has there been a thought about extending Kari St across the train line to Coventry Rd or Alawoona Rd to Dalkeith Rd and Curtis Rd. Also no adequate walking or biking paths to Evanstown (along Main North Rd) as it is unsafe for a child.

Shaun Court 


Major Problem 





Parking 1 0 1 






9 am & 3 - 4pm) 





Parking 1 





Other Issues 

Issues 

Issue 

Solution 

Comments 

Council attention to park maintence and streetsweeping very good

Wanbi Ct 


Weighting 

Major Problem 





Parking 1 0 7 






& 3 - 4pm) 





Parking 1 





Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Parking on road 

park in driveways 

Lighting 

more lights 

Comments 

Cut back overhanging trees. Put in roundabouts and humps.

Karri St 

Problem No Problem Minor Problem Major Problem Weighted Minor / Major Ranking 

Weighting 

Problem 











& 3 - 4pm) 





Parking 1 School drop times 

Pedestrian Facilities / Safety 1 1 1 School drop times 

Bicycle Facilities / Safety 1 1 1 School drop times 



Other Issues: 

Dirt bikes on footpaths 

Walkway outside my driveway is hit regularly by cars and causes us problems when backing out of our drive. Was fine without it for 20 years. Why not put in a zebra crossing. 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Hoon drivers especially at night down our street , do doughnuts and race. 

Licence age, better public transport. 

Congestion and danger to pedestrians at drop off zones for school 

More signage 

Speed 

Possible vehicle restrictions on Alawoona: speed bumps, roundabout, merges. 

Irresponsible driving 

Islands 

Motorbikes on footpaths and walkways 

Speed of cars travelling on Alawoona Rd, especially on bends. 

Road humps 

Concrete crossing in front of my house. Cars and truck regularly hit it plus it is also regularly vandalised. 

Paint zebra stripes and remove the concrrete. 

Comments 

More police patrols would be welcome 

Roads could be upgraded.

Amanda Ct 


Major Problem 





Parking 2 4 3 






9 am & 3 - 4pm) 





Parking 1 





Other Issues 

Lack of footpaths 

Vegetation encroaching on footpath 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

We live in a court with no footpaths and you get cars that drive too fast so you have to be careful if your walking in the street. 

You can't really have footpaths so maybe a slowdown sigh would help. 

People parking in our street instead of in the parking area by the stattion and impeding resident cars 

a better and safer parking area by the station 

Hoon drivers on Alawoona St and kari St 

Put in speed humps or similar to slow them down. 

Trees encoaching where footpath should be 

Vegetation clearence 

Inadequate street lighting 

put in more lighting 

Comments 

We need a no through road sign as you get too many cars just seeing where the road goes and most speed.

Tyalla Crt 


Major Problem 











9 am & 3 - 4pm) 

Night Time 





Parking 1 





Other Issues 

Hoon driving 

Issues 

Issue 

Solution 

Speeding during school start and finish time 

School crossing lights 

Comments 

Hoons in the street are beyond a joke. There is no point calling the police… by the time they arrive the hoons are gone. 

Only the ocational burnouts by hoons. 

I can not let my children walk to and from school because of lack of safe crossing on Kari St 

Need control of hoon drivers at night that do wheelies… just look at the skid marks

Winulta Ct 


Weighting 

Major Problem 





Parking 1 0 6 





Problem All Times Day-Time Peak Hours (i.e. 8 - 9 am & Night Time 

3 - 4pm) 





Parking 





Other Issues 

Unregistered motorbikes 

Issues 

Issue 

Solution 

Issue 

Solution 

Speeding up to 100km/h (estimated) along Carcoola mostly heading south. 

At least 2 roundabouts between Noora and Gurumbi. On Carcoola several speed humps. 

Hoon drivers - burnouts 

Crush there cars. 

Comments 

Road crews clean up there left over loose stones as they cause road wear. 

Footpaths in the area need complete reworking not just patching up.

Tallara Cres 


Weighting 

Major Problem 





Parking 2 4 3 





Problem All Times Day-Time Peak Hours (i.e. 8 - 9 Night Time 

am & 3 - 4pm) 





Parking 1 1 





Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Speed cars along Maltara and Alawoona. Like it’s a race track especially younger drivers. 

Speed humps, roundabouts (preferred), slow points 

Traffic volumes on Curtis Rd make it hard to get out of Muno Para when going to shopping centre via Charlotte st 

traffic lights at Curtis Rd intersection. 

Comments 

Hoons doing burnouts No.3 Tallara, have a look at the marks on the road when they leave the house they do it then again pulling out of Tallara onto Maltara. Once again it’s a waste of calling the police.

Yera Ct 


Major Problem 

Traffic Speed 0 2 Minor Problem 2 

Traffic Volumes 0 2 Major Problem 3 



Parking 1 2 1 






9 am & 3 - 4pm) 

Night Time 

Traffic Speed 




Parking 1 





Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Turning right from Karri St onto Main Nth Rd is hazardous. The traffic from Gawler direction is very fast moving 90km along that stretch of road. Trying to join the traffic flow from a stopped position into the fast lane is 

hazardous Even when there is a break in traffic a vehicle can be upon you before you can reach a safe speed to joinj the flow. 

Extend the slip lane on Main Nth Rd. reduce the speed limit on that stretch of road. 

Slip lane too short on Main Nth rd (Turning right from Karri St onto Main Nth Rd) 

Extend the slip lane on Main Nth Rd 

Comments 

Having a right turn as well as the present left turn exsit from the northern end of Alawoona onto Main Nth would be useful. 

Making a break in the divide on Main Nth rd at the BP servo exit which would allow cars to then turn right onto Main Nth Rd

Palari Cres 


Weighting 

Major Problem 





Parking 1 0 4 






9 am & 3 - 4pm) 





Parking 





Other Issues 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Excessive speeding Myall Ave, Alawoona Rd. Irresponsible driving - burnouts etc. Follow the skid marks a t every T junction. Cars at night. 

Narrow speed bumps, 20km signs posted, roundabouts at intersections. 

Broken glass bottles and street lights. Prohibit alcohol on the central reserve. 

Regular police patrols. Cameras to catch offenders. Roadworthy checks. 

Lights are not checked enough in linear park 

Check the lights more often 

Comments 

Difficult to exit estate at peak hours from Mingara St due to increased developments at SM, parafield, ... And so on along curtis Rd

Karinga Cres 


Major Problem 











9 am & 3 - 4pm) 

Night Time 





Parking 1 





Other Issues 

Mini bikes 

Issues 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Issue 

Solution 

Unsocial behavour in the street at night (drinking and the resultant waste, fighting etc) 

Rubber marks (spinning of wheels) 

More police present 

Speeding along Alawoona 

Speed isalnds 

No lighting in the park. Cars doing 80-100km through the park all hours. 

Cages around the lights. Stumps placed 1500 appart so we can walk through the park with out being hit by a car. 

Hoon driving and speed 

Quicker response from police. 

Footpaths are terriable in the whole area trying to walk with a pram or ride a bike causes punctures or may have to walk through broken glass 

Regular cleanups, Quicker police response, replace footpaths, clean up broken branches etc 

Lighting in streets need to be updated 

Comments

Appendix C 

Drawings 







LATM Plan

MAIN NORTH ROAD 

FOR ENLARGED VIEW OF 

THE PROPOSED TYPICAL 

TREATMENT REFER TO 

DRAWING 33-15485-C014 

NEW PAVEMENT BAR 

TREATMENT 

DRIVEWAY LINK 

AND LANDSCAPING 

REMEMBER 50 Km/h 

SPEED SIGN 

RAISED KERB PROTUBERANCES AND 

LINE MARKING TO DELINEATE PARKING 

SOLID WHITE LINE TO 

FOR CARPARKING 

ROAD CUSHION 

CARCOOLA ROAD 

INSTALL YELLOW "NO STOPPING" LINES AT 

PAVEMENT BAR TREATMENT TO MAKE 

COMPLIANT WITH AUSTRALIAN ROAD RULES 

FOR ENLARGED VIEW OF 

THE PROPOSED CORNER 

TREATMENT REFER TO 

DRAWING 33-15485-C014 

NOORA CRESCENT 

DOONGARA CRESCENT 

DOONGARA CRESCENT 

GURUMBI CRESCENT 

GURUMBI CRESCENT 

ARUMA CRESCENT 

ARUMA CRESCENT 

WINULTA COURT 

REALIGNMENT 

OF EXISTING 

KERB LINE 




RETAIN EXISTING PAVEMENT 

BAR TREATMENT 

FOR ENLARGED VIEW OF THE 

PROPOSED ALAWOONA ROAD / YERA 

COURT INTERSECTION REFER TO 

DRAWING 33-15485-C014 

LINEAR PARK PATH 

NEW SOLID MEDIAN, KERB RETURN 

REALIGNMENT TO ACCOMMODATE 




FOR CONTINUATION REFER TO DRAWING No. 33-15485-C012 

LEGEND: 

YELLOW "NO STOPPING" LINES 

REALIGN KERB 

EXISTING PAVEMENT BAR TREATMENT 

PROPOSED 3 X 9 DIVIDING LINE 


ROAD CUSHION 

ILLALONG CRESCENT 

YERA COURT 

MODIFIED 'T' JUNCTION 

TYALLA COURT 

ALAWOONA ROAD 

RETAIN EXISTING 

PAVEMENT BAR 

TREATMENT 




PROPOSED SOLID MEDIAN 

ADVISORY SPEED SIGN 

BLOCK PAVEMENT TREATMENT 

LANDSCAPING 

EXISTING FEATURES 

IMMEDIATE / SHORT TERM 

RETAIN EXISTING 

PAVEMENT BAR 

TREATMENT 

FOR ENLARGED VIEW OF THE PROPOSED 

TYPICAL MODIFIED 'T' JUNCTION REFER TO 

DRAWING 33-15485-C014 

KOOLENA CRESCENT 


MEDIUM TERM TO LONG TERM 

NOTES: 

1. ALL TREATMENTS ARE INDICATIVE AND ARE ONLY FOR 

DISCUSSION. COUNCIL TO CONFIRM IN DETAIL DESIGN . 

ADELAIDE TO GAWLER RAILWAY LINE 




PRELIMINARY 

No 

Revision 

Note: * indicates signatures on original issue of drawing or last revision of drawing 

Drawn 

Checked 

Approved 

Date 

0 10 20 30 40 50m 

SCALE 1:1000 AT ORIGINAL SIZE 

CLIENTS PEOPLE PERFORMANCE 

Level 4, 211 Victoria Square Adelaide SA 5000 Australia 

GPO Box 2052 Adelaide SA 5001 

T 61 8 8111 6600 F 61 8 8111 6699 

E adlmail@ghd.com.au W www.ghd.com 

DO NOT SCALE 

Conditions of Use. 

This document may only be used by 

GHD's client (and any other person who 

GHD has agreed can use this document) 

for the purpose for which it was prepared 

and must not be used by any other 

person or for any other purpose. 

Drawn 

Drafting 

Check 

Approved 

Date 

Scale 

E.NEWBOUND 

AS SHOWN 

Designed 

Design 

Check 

D.EDWARDS 

This Drawing must not be 

used for Construction unless 

signed as Approved 

Client 

Project 

Title 

Original Size 

A1 

33-15485-C011 

A 

Plot Date: 

12 October 2010 - 1:23 PM Plotted by: David Love/Adelaide/GHD/AU 

Cad File No: G:\33\15485\CADD\Drawings\33-15485-C011_C014.dwg




TYPICAL MODIFIED 'T' JUNCTION REFER TO 

DRAWING 33-15485-C014 


REMEMBER 50 km/h 

SPEED SIGN 

MALTARRA ROAD 

ROAD CUSHION 

PROPOSED 

NEW LANE LINE 

INSTALL YELLOW "NO 

STOPPING" LINES 

MALTARRA ROAD 

KARRI STREET 

RAISED MEDIAN KERB 

PROTUBERANCE TO 

LOCALLY REDUCE 

PAVEMENT WIDTH 

FORMALISE CARPARKING 

WITH LINE MARKING 

CUTANA CRESCENT 

TALLARA CRESCENT 

TALLARA CRESCENT 

CARCOOLA ROAD 

LEGEND: 



NOORA CRESCENT 


LOUISE PLACE 


EXISTING PEDESTRIAN REFUGE 

NOTES: 

REALIGN KERB 




ROAD CUSHION 




LANDSCAPING 






SHAUN COURT 



EXISTING LANE LINE 

TO RE MAIN 

AMANDA CRESCENT 

ALAWOONA ROAD 

KARRI STREET 

NEW LANE LINE 

NEW TRAIN STATION 

TREATMENT TO BE 

CONFIRMED 

KONANDA CRESCENT 

WANBI COURT 

ALAWOONA ROAD 

KONANDA CRESCENT 

KOONGARA CRESCENT 


TYPICAL MODIFIED 'T' JUNCTION REFER 

TO DRAWING 33-15485-C014 


REMOVE EXISTING 

LANE LINE AND ADD 

NEW LANE LINE 

ON STREET PARKING - 

LINEMARKING TO 

FORMALISE 

KARINGA CRESCENT 

ON STREET 

PARKING - 

LINEMARKING 

TO FORMALISE 

KARINGA CRESCENT 



PRELIMINARY 

No 

Revision 


Drawn 

Checked 

Approved 

Date 

0 10 20 30 40 50m 





T 61 8 8111 6600 F 61 8 8111 6699 


DO NOT SCALE 








Drawn 

Drafting 

Check 

Approved 

Date 

Scale 

E.NEWBOUND 

AS SHOWN 

Designed 

Design 

Check 

D.EDWARDS 




Client 

Project 

Title 

Original Size 

A1 

33-15485-C012 

A 

Plot Date: 



LEGEND: 


REALIGN KERB 

ROAD CUSHION 

MALTARRA ROAD 


BAR TREATMENT 

MYALL AVENUE 


SPEED SIGN 




ROAD CUSHION 




ORATION COURT 

FOR ENLARGED VIEW OF THE 

PROPOSED CORNER TREATMENT 

REFER TO DRAWING 33-15485-C014 

LANDSCAPING 





LULAMA CRESCENT 

2.5 

PARKING BAY 

LULAMA CRESCENT 

3.5 

LANE 


10.6 

1.1 

PAINTED 

MEDIAN 

OR MEDIAN 





BAR TREATMENT 




3.5 

LANE 

BINDUI COURT 

MALTARRA ROAD 

MALTARRA ROAD 

MYALL AVENUE 


AND CHANGE PRIORITY 

RAISED MEDIAN 

REMOVE PROTECTED RIGHT 

TURN LANE AND INSTALL NEW 

PAVEMENT BAR TREATMENT 

PROPOSED ROUNDABOUT (INDICATIVE) 

- ADDITIONAL DESIGN REQUIRED TO 

DETERMINE FINAL ARRANGEMENT 

MINGARI STREET 





SPEED SIGN 

NOTES: 



CURTIS ROAD 

EXISTING PRAM RAMP 

EXISTING PRAM RAMP 

TYPICAL TREATMENT - SOUTHERN END OF ALAWOONA ROAD 

NTS 

NEW PEDESTRIAN REFUGE 

ALAWOONA ROAD 

PALARI CRESCENT 

ON STREET PARKING - 

LINEMARKING AND 

RAISED ISLAND KERB 

PROTUBERANCES 

PALARI CRESCENT 



COMPLIANT WITH CURRENT REGULATIONS 

RAISED MEDIAN KERB 

PROTUBERANCE TO 

LOCALLY REDUCE 

PAVEMENT WIDTH 

NYENNA COURT 

ALAWOONA ROAD 

MYALL AVENUE 

FOR ENLARGED VIEW OF THE PROPOSED CORNER 

TREATMENT REFER TO DRAWING 33-15485-C014 

CARRAMA 

CRESCENT 

REMOVE EXISTING PAVEMENT 

BAR TREATMENT 

ON STREET PARKING - LINEMARKING 

AND POSSIBLY RAISED ISLAND KERB 

PROTUBERANCES 

MODIFY EXISTING PAVEMENT 

BAR TREATMENT 


DRIVEWAY LINK AND 

LANDSCAPING 

PRELIMINARY 

No 

Revision 


Drawn 

Checked Approved 

Date 

0 10 20 30 40 50m 





T 61 8 8111 6600 F 61 8 8111 6699 


DO NOT SCALE 








Drawn 

Drafting 

Check 

Approved 

Date 

Scale 

E.NEWBOUND 

AS SHOWN 

Designed D.EDWARDS 

Design 

Check 




Client 

Project 

Title 

Original Size 

A1 

33-15485-C013 

A 

Plot Date: 12 October 2010 - 1:27 PM Plotted by: David Love/Adelaide/GHD/AU 


ALAWOONA ROAD 

CARCOOLA ROAD 

YERA COURT 

PROPOSED ALAWOONA ROAD / YERA COURT INTERSECTION 

SCALE 1:500 

PROPOSED TYPICAL TREATMENT ALONG CARCOOLA ROAD 

SCALE 1:500 

(ROAD CUSHIONS WITH RAISED KERB PROTUBERANCE AND FORMALISED CARPARKING) 

KOOLENA 

CRESCENT 

CARCOOLA ROAD 

ALAWOONA ROAD 

ALAWOONA ROAD 

PROPOSED ROAD REALIGNMENT TO FORM TWO WAY SLOW POINT 

SCALE 1:500 

NOONRA 

CRESCENT 

PROPOSED DRIVEWAY LINK 

SCALE 1:500 

MYALL AVENUE 

MINGARI STREET 

NOONRA CRESCENT 

ALAWOONA ROAD 

MYALL AVENUE 

NOONRA CRESCENT 

PROPOSED CHANGE IN PRIORITY 

SCALE 1:500 


SCALE 1:500 


SCALE 1:500 

PRELIMINARY 

No 

Revision 


Drawn 

Checked Approved 

Date 

0 5 10 15 20 25m 





T 61 8 8111 6600 F 61 8 8111 6699 


DO NOT SCALE 








Drawn 

Drafting 

Check 

Approved 

Date 

Scale 

E.NEWBOUND 

AS SHOWN 

Designed D.EDWARDS 

Design 

Check 




Client 

Project 

Title 

Original Size 

A1 

33-15485-C014 

A 

Plot Date: 



GHD 

Level 4 211 Victoria Square Adelaide SA 5000 

GPO Box 2052 Adelaide SA 5001 Australia 

T: 61 8 8111 6600 F: 61 8 8111 6699 E: adlmail@ghd.com 

© GHD 2010 

This document is and shall remain the property of GHD. The document may only be used for the purpose 

for which it was commissioned and in accordance with the Terms of Engagement for the commission. 

Unauthorised use of this document in any form whatsoever is prohibited. 

Document Status 

Rev 

No. 

Author 

Reviewer 

Approved for Issue 

Name Signature Name Signature Date 

Draft D Edwards T Cripps G Ackers 27/10/10 







LATM Plan

City of Playford Report for Munno Para

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