Traffic Advisory Committee MEETING
Thursday, 6 June 2013
His Worship The Mayor and Councillors
I have by direction to inform you that a meeting of the Traffic Advisory Committee Meeting of the Council will be held at the Civic Centre Meeting Room 2, on Thursday, 6 June 2013 for consideration of the business available on Council's website at http://www.hurstville.nsw.gov.au/Agendas-and-Minutes.
Mr V G D Lampe
General Manager
BUSINESS
1. Apologies
2. Matters Arising from Previous Meeting
3. Disclosures of Interest
4. Agenda Items
5. General Business
6. Next meeting Thursday 04 July 2013 at 1:00pm
Traffic Advisory Committee Meeting
Thursday, 06 June 2013
Agenda Items
TAC064-13 Kingsgrove Traffic Study (12/558)
(Report by Senior Traffic Engineer, Mrs S Selim)....................................................... 2
TAC065-13 Anderson Road Mortdale - Request for Linemarking (13/487)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 15
TAC066-13 Orange Street Hurstville - Road Safety Concerns (10/1050)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 17
TAC067-13 Cook Street and Ellen Subway Mortdale - Request to upgrade the existing Give-Way restriction at the intersection to a STOP restriction (10/1439)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 19
TAC068-13 Gungah Bay Road Oately - Road Safety Concerns (11/380)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 22
TAC069-13 Penshurst Street Beverly Hills - Proposal to Install a Bus Zone (10/963)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 25
TAC070-13 Lily Lane Hurstville - Request for Protective Barrier (11/288)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 27
TAC071-13 Riley Street Oatley - Request for Centreline Markings (10/1269)
(Report by Senior Traffic Engineer, Mrs S Selim)..................................................... 30
TAC072-13 Patrick Street Hurstville - Road Safety Concerns (10/1870)
(Report by Traffic Engineering Officer, Miss A Kavanagh)...................................... 32
TAC073-13 Trafalgar Street Peakhurst - Request for Speed Humps (12/2043)
(Report by Traffic Engineering Officer, Miss A Kavanagh)...................................... 34
Hurstville City Council – Traffic Advisory Committee Meeting Thursday, 6 June 2013
AGENDA
4. Agenda Items
TAC064-13 Kingsgrove Traffic Study
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
||
File |
12/558 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
This report is presented to the Traffic Advisory Committee to report the findings of comprehensive traffic surveys carried out for the local street network bounded by Stoney Creek Road, Kingsgrove Road, St Elmo Parade and Morgan Street, Kingsgrove.
THAT the information as presented in the report be received and noted
|
REPORT DETAIL
In light of a traffic accident occurred late last year in Vivienne Street, Kingsgrove, Council received numerous representations from residents and members of the community raising road safety concerns around the local roads in Kingsgrove.
Council had a meeting with Officers of the Roads and Maritime Services (RMS), Police and Rockdale City Council to discuss this matter. In the meeting it was revealed that a police report was still yet to be finalised and no comment could be provided with regard to the cause of the accident.
To address the road safety concerns raised by surrounding residents, the Traffic Committee in March 2013, recommended:
“THAT comprehensive traffic surveys for the local streets bounded by Stoney Creek Road, Kingsgrove Road, St Elmo Parade and Morgan Street, Kingsgrove be carried out for duration of two weeks.
THAT the traffic section write to Rockdale City Council requesting them to carryout similar counts for their side of the LGA to capture “rat runs” that occur during morning and afternoon peak times.
FURTHER THAT the findings of the surveys and accident history of the local streets bounded by Stoney Creek Road, Kingsgrove Road, St Elmo Parade and Morgan Street, Kingsgrove be reported back to Hurstville Traffic Advisory Committee for consideration and recommendation.”
Council endorsed the Traffic Advisory Committee’s recommendation.
Accordingly Council engaged a traffic consultant to carry out required surveys for duration of two weeks to collect necessary traffic counts and speed data to establish the traffic situation in the precinct.
Traffic surveys were carried out at 10 locations from 2 May 2013 till 16 May 2013. The locations were as follows.
1. Marina Street, Kingsgrove between Moreton Avenue to Morgan Street, Kingsgrove.
2. Moreton Avenue, Kingsgrove between Cul de Sac to Kingsgrove Road (between Marina Street and Margaret Street, outside house no 34)
3. Moreton Avenue Kingsgrove between Cul de Sac to Kingsgrove Road (between Margaret Street and Kingsgrove Road, outside house no 18)
4. Vivienne Street, Kingsgrove between St Elmo Parade to Kingsgrove Road (between Margaret Street and Kingsgrove Road, outside house No 5)
5. Morris Avenue, Kingsgrove between the Cul de Sac and Kingsgrove Road (between Margaret Street and Kingsgrove Road, outside house No 13)
6. Simmons Road, Kingsgrove between Cul de Sac to Kingsgrove Road(between Margaret Street and Kingsgrove Road, outside house no 17)
7. Thorpe Road, Kingsgrove between St Elmo Parade to Kingsgrove School (between St Elmo Parade and Margaret Street, outside house no 13)
8. Margaret Street, Kingsgrove, between Stoney Creek Road to Morgan Street(between Thorpe road and Simmons Road, outside house no 21)
9. Margaret Street, Kingsgrove between Stoney Creek Road to Morgan Street (between Moreton Avenue and Morgan Street, outside house no 51)
10. Margaret Street, Kingsgrove between Stoney Creek Road to Morgan Street (between Stoney Creek Road and Rayment Avenue, outside house no 5)
Results of the surveys are tabulated and presented for the Committee to review.
Results of the comprehensive Traffic Surveys
Marina Street, Kingsgrove, between Moreton Avenue to Morgan Street, Kingsgrove.
Week 1
Marina Street |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
34km/h |
31km/h |
33km/h |
85%ile Speed (km/h) |
42km/h |
39km/h |
40km/h |
5 day AADT (veh per day) |
154 vehicles |
120 vehicles |
274 vehicles |
7 day AADT (veh per day) |
132 vehicles |
106 vehicles |
238 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 25 vehicles) |
8am-9am (5 days average of 27 vehicles) |
8am-9am (5 days average of 52 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 33 vehicles |
3pm-4pm(5 days average of 10 vehicles) |
3pm-4pm(5 days average of 43 vehicles) |
Week 2
Marina Street |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
35km/h |
31km/h |
33km/h |
85%ile Speed (km/h) |
43km/h |
38km/h |
40km/h |
5 day AADT (veh per day) |
143 vehicles |
94 vehicles |
237 vehicles |
7 day AADT (veh per day) |
125 vehicles |
90 vehicles |
215 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 24 vehicles) |
8am-9am (5 days average of 14 vehicles) |
8am-9am (5 days average of 37 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 29 vehicles |
5pm-6pm(5 days average of 9 vehicles) |
3pm-4pm(5 days average of 37 vehicles) |
Moreton Avenue, Kingsgrove between Cul de Sac to Kingsgrove Road (between Marina Street and Margaret Street, outside house no 34)
Week 1
Moreton Avenue |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
34km/h |
35km/h |
35km/h |
85%ile Speed (km/h) |
41km/h |
45km/h |
44km/h |
5 day AADT (veh per day) |
128 vehicles |
167 vehicles |
295 vehicles |
7 day AADT (veh per day) |
112 vehicles |
142 vehicles |
254 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 30 vehicles) |
8am-9am (5 days average of 24 vehicles) |
8am-9am (5 days average of 53 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 10 vehicles |
3pm-4pm(5 days average of 35 vehicles) |
3pm-4pm(5 days average of 45 vehicles) |
Week 2
Moreton Avenue |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
33km/h |
36km/h |
35km/h |
85%ile Speed (km/h) |
40km/h |
46km/h |
44km/h |
5 day AADT (veh per day) |
104 vehicles |
157 vehicles |
260 vehicles |
7 day AADT (veh per day) |
97 vehicles |
136 vehicles |
233 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 16 vehicles) |
8am-9am (5 days average of 22 vehicles) |
8am-9am (5 days average of 38 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 11 vehicles |
3pm-4pm(5 days average of 32 vehicles) |
3pm-4pm(5 days average of 41 vehicles) |
Moreton Avenue Kingsgrove between Cul de Sac to Kingsgrove Road (between Margaret Street and Kingsgrove Road, outside house no 18)
Week 1
Moreton Avenue |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
42km/h |
42km/h |
42km/h |
85%ile Speed (km/h) |
49km/h |
49km/h |
49km/h |
5 day AADT (veh per day) |
573 vehicles |
429 vehicles |
1002 vehicles |
7 day AADT (veh per day) |
479 vehicles |
364 vehicles |
843 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of154 vehicles) |
8am-9am (5 days average of 39 vehicles) |
8am-9am (5 days average of 193 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 41 vehicles |
3pm-4pm(5 days average of 76 vehicles) |
3pm-4pm(5 days average of 117 vehicles) |
Week 2
Moreton Avenue |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
42km/h |
42km/h |
42km/h |
85%ile Speed (km/h) |
49km/h |
49km/h |
49km/h |
5 day AADT (veh per day) |
510 vehicles |
427 vehicles |
937 vehicles |
7 day AADT (veh per day) |
436 vehicles |
369 vehicles |
805 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 107 vehicles) |
8am-9am (5 days average of 38 vehicles) |
8am-9am (5 days average of 146 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 35 vehicles |
5pm-6pm(5 days average of 79 vehicles) |
3pm-4pm(5 days average of 114 vehicles) |
Vivienne Street, Kingsgrove between St Elmo Parade to Kingsgrove Road (between Margaret Street and Kingsgrove Road, outside house No 5)
Week 1
Vivienne Street |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
42km/h |
38km/h |
41km/h |
85%ile Speed (km/h) |
50km/h |
48km/h |
49km/h |
5 day AADT (veh per day) |
594 vehicles |
368 vehicles |
962 vehicles |
7 day AADT (veh per day) |
500 vehicles |
339 vehicles |
839 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 196 vehicles) |
8am-9am (5 days average of 33 vehicles) |
8am-9am (5 days average of 229 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 43 vehicles |
3pm-4pm(5 days average of 67 vehicles) |
3pm-4pm(5 days average of 110 vehicles) |
Week 2
Vivienne Street |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
42km/h |
39km/h |
41km/h |
85%ile Speed (km/h) |
50km/h |
48km/h |
49km/h |
5 day AADT (veh per day) |
571 vehicles |
365 vehicles |
935 vehicles |
7 day AADT (veh per day) |
477 vehicles |
334 vehicles |
811 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 173 vehicles) |
8am-9am (5 days average of 28 vehicles) |
8am-9am (5 days average of 201 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 42 vehicles |
5pm-6pm(5 days average of 69 vehicles) |
3pm-4pm(5 days average of 111 vehicles) |
Morris Avenue, Kingsgrove between the Cul de Sac and Kingsgrove Road (between Margaret Street and Kingsgrove Road, outside house No 13)
Week 1
Morris Avenue |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
45km/h |
43km/h |
44km/h |
85%ile Speed (km/h) |
56km/h |
53km/h |
55km/h |
5 day AADT (veh per day) |
332 vehicles |
201 vehicles |
534 vehicles |
7 day AADT (veh per day) |
274 vehicles |
179 vehicles |
453 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 110 vehicles) |
8am-9am (5 days average of 22 vehicles) |
8am-9am (5 days average of 132 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 25 vehicles) |
3pm-4pm(5 days average of 42 vehicles) |
3pm-4pm(5 days average of 67 vehicles) |
Week 2
Morris Avenue |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
45km/h |
43km/h |
44km/h |
85%ile Speed (km/h) |
56km/h |
53km/h |
55km/h |
5 day AADT (veh per day) |
304 vehicles |
193 vehicles |
497 vehicles |
7 day AADT (veh per day) |
256 vehicles |
177 vehicles |
434 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 96 vehicles) |
8am-9am (5 days average of 19 vehicles) |
8am-9am (5 days average of 115 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 23 vehicles) |
5pm-6pm(5 days average of 40 vehicles) |
3pm-4pm(5 days average of 63 vehicles) |
Simmons Road, Kingsgrove between Cul de Sac to Kingsgrove Road(between Margaret Street and Kingsgrove Road, outside house no 17)
Week 1
Simmons Road |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
42km/h |
41km/h |
42km/h |
85%ile Speed (km/h) |
51km/h |
50km/h |
50km/h |
5 day AADT (veh per day) |
442 vehicles |
462 vehicles |
904 vehicles |
7 day AADT (veh per day) |
362 vehicles |
408 vehicles |
771 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 136 vehicles) |
8am-9am (5 days average of 69 vehicles) |
8am-9am (5 days average of 205 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 27 vehicles) |
3pm-4pm(5 days average of 90 vehicles) |
3pm-4pm(5 days average of 117 vehicles) |
Week 2
Simmons Road |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
42km/h |
41km/h |
41km/h |
85%ile Speed (km/h) |
50km/h |
49km/h |
50km/h |
5 day AADT (veh per day) |
416 vehicles |
459 vehicles |
875 vehicles |
7 day AADT (veh per day) |
345 vehicles |
410 vehicles |
756 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 126 vehicles) |
8am-9am (5 days average of 70 vehicles) |
8am-9am (5 days average of 196 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 24 vehicles) |
5pm-6pm(5 days average of 91 vehicles) |
3pm-4pm(5 days average of 115 vehicles) |
Thorpe Road, Kingsgrove between St Elmo Parade to Kingsgrove School (between St Elmo Parade and Margaret Street, outside house no 13)
Week 1
Thorpe Road |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
37km/h |
35km/h |
36km/h |
85%ile Speed (km/h) |
48km/h |
46km/h |
47km/h |
5 day AADT (veh per day) |
322 vehicles |
247 vehicles |
570 vehicles |
7 day AADT (veh per day) |
258 vehicles |
215 vehicles |
473 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 146 vehicles) |
8am-9am (5 days average of 49 vehicles) |
8am-9am (5 days average of 195 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 20 vehicles) |
3pm-4pm(5 days average of 49 vehicles) |
3pm-4pm(5 days average of 70 vehicles) |
Week 2
Simmons Road |
Eastbound |
Westbound |
Combined |
50%ile Speed (km/h) |
38km/h |
35km/h |
36km/h |
85%ile Speed (km/h) |
48km/h |
45km/h |
47km/h |
5 day AADT (veh per day) |
308 vehicles |
245 vehicles |
553 vehicles |
7 day AADT (veh per day) |
245 vehicles |
216 vehicles |
462 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 136 vehicles) |
8am-9am (5 days average of 49 vehicles) |
8am-9am (5 days average of 185 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 22 vehicles) |
5pm-6pm(5 days average of 50 vehicles) |
3pm-4pm(5 days average of 73 vehicles) |
Margaret Street, Kingsgrove, between Stoney Creek Road to Morgan Street(between Thorpe road and Simmons Road, outside house no 21)
Week 1
Margaret Street (No21) |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
38km/h |
39km/h |
39km/h |
85%ile Speed (km/h) |
49km/h |
49km/h |
49km/h |
5 day AADT (veh per day) |
814 vehicles |
985 vehicles |
1798 vehicles |
7 day AADT (veh per day) |
689 vehicles |
912 vehicles |
1601 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 209 vehicles) |
8am-9am (5 days average of 120 vehicles) |
8am-9am (5 days average of 329 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 69 vehicles) |
3pm-4pm(5 days average of 137 vehicles) |
3pm-4pm(5 days average of 206 vehicles) |
Week 2
Margaret Street (No21) |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
39km/h |
40km/h |
39km/h |
85%ile Speed (km/h) |
49km/h |
50km/h |
50km/h |
5 day AADT (veh per day) |
790 vehicles |
982 vehicles |
1771 vehicles |
7 day AADT (veh per day) |
667 vehicles |
921 vehicles |
1589 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 197 vehicles) |
8am-9am (5 days average of 122 vehicles) |
8am-9am (5 days average of 319 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 74 vehicles) |
5pm-6pm(5 days average of 142 vehicles) |
3pm-4pm(5 days average of 242 vehicles) |
Margaret Street, Kingsgrove between Stoney Creek Road to Morgan Street (between Moreton Avenue and Morgan Street, outside house no 51)
Week 1
Margaret Street (No51) |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
38km/h |
37km/h |
37km/h |
85%ile Speed (km/h) |
47km/h |
47km/h |
47km/h |
5 day AADT (veh per day) |
657vehicles |
1241 vehicles |
1898 vehicles |
7 day AADT (veh per day) |
581vehicles |
1098 vehicles |
1679 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 74 vehicles) |
8am-9am (5 days average of 268 vehicles) |
8am-9am (5 days average of 342 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 102 vehicles) |
3pm-4pm(5 days average of 92 vehicles) |
3pm-4pm(5 days average of 194 vehicles) |
Week 2
Margaret Street (No51) |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
38km/h |
37km/h |
38km/h |
85%ile Speed (km/h) |
48km/h |
47km/h |
47km/h |
5 day AADT (veh per day) |
654 vehicles |
1171 vehicles |
1825 vehicles |
7 day AADT (veh per day) |
584 vehicles |
1055 vehicles |
1640 vehicles |
Time of most vehicles recorded AM |
8am-9am (5 days Average of 69 vehicles) |
8am-9am (5 days average of 215 vehicles) |
8am-9am (5 days average of 285 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 117 vehicles) |
5pm-6pm(5 days average of 89 vehicles) |
3pm-4pm(5 days average of 206 vehicles) |
Margaret Street, Kingsgrove between Stoney Creek Road to Morgan Street (between Stoney Creek Road and Rayment Avenue, outside house no 5)
Week 1
Margaret Street (No5) |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
28km/h |
31km/h |
29km/h |
85%ile Speed (km/h) |
36km/h |
48km/h |
37km/h |
5 day AADT (veh per day) |
456vehicles |
710 vehicles |
1166 vehicles |
7 day AADT (veh per day) |
400vehicles |
670 vehicles |
1069 vehicles |
Time of most vehicles recorded AM |
7am-8am (5 days Average of 79 vehicles) |
8am-9am (5 days average of 73 vehicles) |
8am-9am (5 days average of 136 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days Average of 36 vehicles) |
3pm-4pm(5 days average of 97 vehicles) |
3pm-4pm(5 days average of 133 vehicles) |
Week 2
Margaret Street (No5) |
Northbound |
Southbound |
Combined |
50%ile Speed (km/h) |
27km/h |
37km/h |
30km/h |
85%ile Speed (km/h) |
36km/h |
47km/h |
37km/h |
5 day AADT (veh per day) |
457 vehicles |
1171 vehicles |
1170 vehicles |
7 day AADT (veh per day) |
399 vehicles |
1055 vehicles |
1082 vehicles |
Time of most vehicles recorded AM |
7am-8am (5 days Average of 79 vehicles) |
8am-9am (5 days average of 215 vehicles) |
8am-9am (5 days average of 133 vehicles) |
Time of most vehicles recorded PM |
3pm-4pm (5 days average of 39 vehicles) |
5pm-6pm(5 days average of 89 vehicles) |
3pm-4pm(5 days average of 139 vehicles) |
An analysis of above results shows that there is no evidence of speeding problems in the study area. The above results also show that the hours of most traffic to frequent this area is mostly from 8am-9am and from 3pm-4pm, which are morning and afternoon peak times.
While it can be concluded that these local streets are being used as a "rat run" during morning and afternoon hours, it is advised that the counts are mostly within the recommended environmental goals for a local road.
It is further advised that these local roads, even though they are not intended for main stream traffic they act as a "relief" mechanism, when traffic is congested along Stoney Creek Road and Kingsgrove Road.
TAC065-13 Anderson Road Mortdale - Request for Linemarking
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
||
File |
13/487 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Within Budget |
EXECUTIVE SUMMARY
Council has received a representation from Chilled Air Pty Ltd factory located at 52 Anderson Road, Mortdale, requesting Council to consider painting parking bays at the existing angle parking zone in Anderson Road, Mortdale opposite the factory.
THAT the existing angle parking zone in Anderson Road Mortdale opposite 52 to 60 Anderson Road, Mortdale be line-marked to provide formal parking bays to comply with Australian Standards AS2890.1. THAT the proposed line marking works be included in Council’s Signs & Line Marking Works Program to fund in 2013-2014 Financial Year. FURTHER THAT Chilled Air Pty Ltd at 52 Anderson Road, Mortdale be advised of Council’s decision. |
REPORT DETAIL
Council has received a representation from Chilled Air Pty Ltd factory located at 52 Anderson Road, Mortdale, requesting Council to consider painting parking bays at the existing angle parking zone in Anderson Road, Mortdale opposite the factory.
Anderson Road, Mortdale branches-off at 62 Anderson Road creating an access road off the main thoroughfare to service properties from 52 to 60 Anderson Road, Mortdale. Land uses of these properties include light industries and industrial offices. There is an angle parking zone in this section of Anderson Road, which is utilised by the staff and visitors of the adjoining properties (52 to 60 Anderson Road, Mortdale).
A representative of Chilled Air Pty Ltd at 52 Anderson Road, Mortdale has approached Council requesting Council to consider linemarking the 90 degree angle parking bays to regulate this parking zone claiming that it will improve the amount of parking spaces available at this location by forcing cars to park within the parking bays.
It is advised that a site inspection has revealed that the subject angle parking zone has been utilised efficiently and that cars are parked within an appropriate distance of each other.
Nevertheless, it is considered appropriate to install 90 degree angle parking bays in accordance with Australian Standards AS2890.1 at this location, subject to availability of funding.
TAC066-13 Orange Street Hurstville - Road Safety Concerns
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
||
File |
10/1050 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
Councillor Jack Jacovou, Mayor of Hurstville City Council, on behalf of a resident in Orange Street, Hurstville has made a representation requesting Council’s Traffic Section to investigate resident’s road safety concerns around Hurstville Public School.
THAT the illegal driver behaviour be referred to Council’s law enforcement officers to enforce Road Rules in Orange Street, especially around school drop off and pick up times. FURTHER THAT the resident be advised of Council’s decision.
|
REPORT DETAIL
Councillor Jack Jacovou, Mayor of Hurstville City Council, on behalf of a resident in Orange Street, Hurstville has made a representation requesting Council’s Traffic Section to investigate resident’s road safety concerns around Hurstville Public School.
It is advised that Hurstville Public School has an access facilitated from Orange Street, Hurstville whereby many parents use this street to drop off and pick up their children.
The resident has advised Council that on 09/05/2013, a parent crashed his vehicle into the front brick fence of their property, while desperately trying to find a parking space to pick-up his child. The resident has advised the above motorist has driven onto the front lawn of their property and accidentally pressed the accelerator instead of the break, crashing into the front fence.
Accordingly, the resident has written to Council complaining that the traffic condition in Orange Street during school time is extremely bad and can sometimes get out of control. The resident has further advised that the situation is further exasperated by illegal driver behaviour of some parents, such as parking on the footpath, making illegal u-turns and double parking endangering the safety of pedestrians, adjoining property owners and other road users.
The resident has requested Council to reconsider the alternative of converting Orange Street, Hurstville into a one-way street.
It is advised that the traffic situation in Orange Street has been considered by the Traffic Advisory Committee on many occasions in the past, with the latest time being in July 2012.
Converting Orange Street into a one-way street was one of the options considered by the Traffic Advisory Committee and was denied as the most of the residents in Orange Street and other neighbouring streets in the area were not in favour of the proposal.
It is advised that Orange Street is a quiet residential street with very low traffic movements outside school start and finishing times. It should be noted that the road safety concerns raised by the resident last only about 30-minutes during morning and afternoon school start and finishing times.
After reviewing all the information presented, the Traffic Advisory Committee in the past has always concluded that the traffic situation in Orange Street is not a unique situation to that street and that it happens at every street where a school is located.
Accordingly the Traffic Committee has always recommended that the Traffic concerns in Orange Street be referred to Council’s law Enforcement officers to enforce the Road Rules.
TAC067-13 Cook Street and Ellen Subway Mortdale - Request to upgrade the existing Give-Way restriction at the intersection to a STOP restriction
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
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File |
10/1439 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Within Budget |
EXECUTIVE SUMMARY
Council has received a representation from Mr Mark Coure, MP, Member for Oatley, on behalf of a resident in Mortdale requesting Council to consider upgrading the Give-Way restriction at the intersection of Cook Street and Ellen Subway, Mortdale to a STOP restriction.
THAT the request to upgrade the existing Give-Way restriction at the intersection of Ellen Subway and Cook Street, Mortdale to a STOP restriction be denied THAT the Statutory No Stopping restriction be installed in Ellen Subway at Cook Street, Mortdale. FURTHER THAT Mr Mark Coure, MP, Member for Oatley be advised of Council’s decision.
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REPORT DETAIL
Council has received a representation from Mr Mark Coure, MP, Member for Oatley, on behalf of a resident in Mortdale requesting Council to consider upgrading the Give-Way restriction at the intersection of Cook Street and Ellen Subway, Mortdale to a STOP restriction.
The resident has raised concerns regarding access to the off-street parking facility of his property alleging that regularly motorists turning left from Ellen Subway into Cook Street ignore the Give-Way restriction at the intersection of Ellen Subway and Cook Street, Mortdale, making it difficult for him to exit his driveway located on Cook Street.
The resident’s property at 23 Cook Street, Mortdale is located at the south-western corner of the intersection of Cook Street and Ellen Subway, Mortdale. The vehicular crossing of the subject property is about 2.8 metres wide and located in Cook Street about 5 metres from the kerb-line of Ellen Subway, within the signposted Statutory No Stopping restriction.
Currently a GIVE WAY restriction exists at the intersection of Cook Street and Ellen Subway where traffic on Ellen subway must give way to traffic travelling on Cook Street.
A review of the Roads and Traffic Authority accident data shows, that only one accident has been reported during the 5-year period between January 2007 and December 2011 at the intersection of Ellen Subway at Cook Street. The accident occurred on 19 June 2010, where a car travelling Northbound in Ellen Subway turning left into Cook Street had collided with a car travelling west on Cook Street, Mortdale. However, no accidents have been reported resulting from no compliance of the above GIVE WAY restriction.
It is advised that the above request was considered previously by the Traffic Committee in May 2008, where the Traffic Committee recommended and Council endorsed;
“THAT the tree branches near the ‘Give Way’ signs be trimmed to improve visibility of the ‘Give Way’ signs in Ellen Subway at Cook Street, Mortdale.
THAT the statutory 10-metre ‘No Stopping’ restrictions be installed on all legs of the intersection of Ellen Subway and Cook Street, Mortdale.
FURTHER THAT the resident of 23 Cook Street be requested to reduce the height of the side fence of his driveway.”
Accordingly the Traffic Section wrote to the resident advising him of the above mentioned recommendation.
It is further advised that RMS technical Directions stipulate that an intersection that is controlled by Give Way restriction should be upgraded to a STOP restriction if site distance is impeded at the intersection. Site inspection has revealed that with the current signposted Statutory No Stopping restriction in Cook Street at its intersection with Ellen Subway, Mortdale, there is sufficient sight distance for vehicles on Ellen Subway to safely merge with traffic travelling in Cook Street, Mortdale.
A site inspection has also revealed that while the Statutory No Stopping restriction is installed in Cook Street, Mortdale, it is not installed in Ellen Subway.
Accordingly it is recommended that the Statutory No Stopping restriction be installed in Ellen Subway to further enhance visibility at the subject intersection.
TAC068-13 Gungah Bay Road Oately - Road Safety Concerns
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
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File |
11/380 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
Council has received a representation from Mr Mark Coure, MP, Member for Oatley on behalf of a resident in Oatley raising road safety concerns along Gungah Bay Road between Mulga Road and Lloyd Street, Oatley.
THAT the request to upgrade the existing pedestrian refuge in Gungah Bay Road at Mulga Road, Oatley to a formal Pedestrian crossing be denied as it does not meet required RMS warrants. THAT “Watch for Pedestrians” warning sign be installed in Lloyd Street and Douglas Haig Street, Oatley, west of Gungah Bay Road to warn motorists about the pedestrian refuge and the pedestrian crossing in Gungah Bay Road, Oatley. THAT the request to relocate the 50km/h speed sign in Oatley Park Avenue be referred to RMS for consideration. THAT a warning sign be installed on the southern side of Mulga Road to alert westbound traffic on Mulga Road advising to slow down and to warn about merging traffic from the customer carpark of Coles Supermarket. FURTHER THAT Mr Mark Coure, MP, Member for Oatley be advised of Council’s decision.
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REPORT DETAIL
Council has received a representation from Mr Mark Coure, MP, Member for Oatley on behalf of a resident in Oatley raising road safety concerns along Gungah Bay Road between Mulga Road and Lloyd Street, Oatley.
The road safety concerns raised and some of the suggestions made by the resident to improve road safety include:
· Upgrade the existing pedestrian refuge in Gungah Bay Rd at Mulga Rd to a formal pedestrian crossing
· Increase signage on both approaches to Gungah Bay Road and Douglas Haig Street alerting motorists that there are pedestrians and to "slow down".
· A warning signs be installed in Lloyd Street, Oatley alerting Refuge Island ahead.
· The existing 50km/h sign in Oatley Park Avenue be moved closer to the intersection of Gungah Bay Road and Oatley Park Avenue.
· That cars exiting (coming up the ramp) from the underground car park of Coles Supermarket in Mulga Rd have limited sight distances and thus need appropriate signage to warn westbound traffic on Mulga Rd advising to slow down and give way to merging traffic.
Upgrade the existing pedestrian refuge in Gungah Bay Rd at Mulga Rd to a formal pedestrian crossing
It is advised that this request was considered in detail by the Traffic Advisory Committee at its meeting in July 2012. After consideration of the information presented including pedestrian and traffic counts at that location, the Traffic Advisory Committee recommended and Council resolved in part
“THAT the request to upgrade the existing pedestrian refuge in Gungah Bay Road, north of Lloyd Street, Oatley to a marked pedestrian crossing be denied as it does not meet required RMS warrants for pedestrian crossing.”
Increase signage on both approaches to Gungah Bay Road and Douglas Haig Street alerting motorists that there are pedestrians and to "slow down" and a warning signs be installed in Lloyd Street, Oatley alerting Refuge Island ahead.
It is advised that site inspection has revealed that there are signs in Gungah Bay Road, warning motorists to the existence of the pedestrian refuge in Gungah Bay Road near Lloyd Street and further signs in “Fluro” colour warning motorists to the existence of the pedestrian crossing in Gungah Bay Road, Oatley, near Oatley Park Avenue. Nevertheless, it is considered appropriate to install further warning signs in Lloyd Street and Douglas Haig Street, Oatley, to alert motorists for the pedestrian crossing and pedestrian refuge in Gungah Bay Road.
The existing 50km/h sign in Oatley Park Avenue be moved closer to the intersection of Gungah Bay Road and Oatley Park Avenue.
It is advised that speed zone signs are installed and maintained by the Roads and Maritime Services (the RMS). Accordingly the resident’s request will be sent to the RMS for review and appropriate action.
That cars exiting (coming up the ramp) from the underground car park of Coles Supermarket in Mulga Rd have limited sight distances and thus need appropriate signage to warn westbound traffic on Mulga Rd advising to slow down and give way to merging traffic
Site inspection has revealed that there are two convex mirrors at the exit of the car park onto Mulga Road to facilitate visibility of vehicles to Pedestrians and vice versa. However, it is considered appropriate to install a warning sign in Mulga Road to alert westbound traffic on Mulga Rd advising to slow down and give way to merging traffic.
TAC069-13 Penshurst Street Beverly Hills - Proposal to Install a Bus Zone
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
||
File |
10/963 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Within Budget |
EXECUTIVE SUMMARY
A representation has received from Council’s Design Section requesting to establish a Bus Zone at the existing Bus Stop outside the side frontage of 1 Fripp Street, Beverly Hills to upgrade the Bus Stop to comply with the DDA standards and requirements.
THAT the statutory No Stopping restriction be installed in Penshurst Street, south of Fripp Crescent, Beverly Hills. THAT a 16m long Bus Zone be installed in Penshurst Street, south of the above statutory No Stopping zone adjoining the side boundary of 1 Fripp Crescent, Beverly Hills. FURTHER THAT the Design Engineer be advised of Council’s decision.
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REPORT DETAIL
Council is currently upgrading existing Bus Stops within Hurstville Local Government Area to comply with the DDA requirements. The existing Bus Stop on a power pole in Penshurst Street at the boundary between 195 Penshurst Street and 1 Fripp Crescent, Beverly Hills is identified as one of the sites due for upgrade with the installation of a concrete hardstand area to meet the DDA requirements. The current informal Bus Zone extends along the side boundary of 1 Fripp Crescent and the frontages of 193 and 195 Penshurst Street, Beverly Hills.
Site inspections by Council’s Design Engineer have indicated that the location of the existing Bus Stop at this location is not suitable to provide a concrete hardstand area due to the presence of a large stormwater drainage converter lid at that location.
Accordingly, it is recommended to relocate the Bus Stop further north, closer to the intersection of Fripp Crescent and Penshurst Street, Beverly Hill, by establishing a formal Bus Zone to comply with the Road Rules.
It is advised that the proposed Bus Zone could utilise the 10m Statutory No Stopping zone at the intersection of Fripp Crescent and Penshurst Street, Penshurst, saving 10m of on street parking. It is further advised that the Bus Zone will be installed wholly within the side boundary of No 1 Fripp Street, and thus will not have any adverse effect on amenities of adjoining property owners.
Once installed, the above Bus Zone will measure 16 metres of signposted Bus Zone and 10m Statutory No Stopping restriction. These measurements will limit the Bus Zone to be wholly within the side boundary of 1 Fripp Crescent, Beverly Hills.
TAC070-13 Lily Lane Hurstville - Request for Protective Barrier
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
||
File |
11/288 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
Council has received a representation from the owner of 89 Cronulla Street, Hurstville, requesting Council to install bollards at the rear boundary of his property in Lily Lane.
THAT the request for a protective barrier to be installed in Lily Lane, Hurstville adjoining the rear boundary of property at 89 Cronulla Street, Hurstville be denied. FURTHER THAT the resident be advised of Council’s decision.
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REPORT DETAIL
Council has received a representation from the owner of 89 Cronulla Street, Hurstville, requesting Council to install bollards or a guard rail at the rear boundary of his property in Lily Lane. Lily Lane Hurstville measures approximately 4m in width.
Accordingly, the resident has complained that trucks accessing this section of Lily Lane regularly destroy the kerb and gutter at the corner of his property, and on many occasions damage the resident’s property as well.
Site inspection has revealed that the kerb and gutter have been damaged and require substantial repairs.
It is further advised that there is a construction site in progress at 39-43 Forest Road Hurstville, with an access from Lily Lane. This site is directly opposite the property at 89 Cronulla Street, Hurstville and construction vehicles accessing the construction site could have been a contributing factor for the abovementioned damage to Council infrastructure and adjoining properties.
Council’s Asset Engineer was consulted in regards to whether a guard rail would help to protect Council’s assets. He advised the following:
“I don’t believe it will benefit Council and will in fact become another asset that will be regularly damaged and require on-going maintenance.”
In light of Council’s Asset Engineer’s advice, it is recommended that the request for bollards or a guard rail be denied.
TAC071-13 Riley Street Oatley - Request for Centreline Markings
Report Author/s |
Senior Traffic Engineer, Mrs S Selim |
||
File |
10/1269 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Social and Cultural Development |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
Councillor Philip Sansom has made a representation on behalf of a resident in Oatley, requesting the Traffic Section to consider installing centre line markings in Riley Street, Oatley.
THAT the request for centre line markings along the bends in Riley Street Oatley be denied. FURTHER THAT Councillor Philip Sansom be advised of Council’s decision.
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REPORT DETAIL
Councillor Philip Sansom has made a representation on behalf of a resident in Oatley, requesting the Traffic Section to consider installing centre line markings in Riley Street, Oatley.
The resident believes that centre line markings will improve road safety by assisting motorists to keep to the left of the carriageway when driving around the bend along Riley Street, Oatley.
It is advised that this section of Riley Street is approximately 6.2m wide, with no parking restrictions on either side of the street. Accordingly, if centre line markings are installed along the carriageway, No Stopping restrictions will need to be installed on both the northern and southern sides of Riley Street to comply with the Road Rules. The Road Rules stipulate that it is required to leave minimum of 3m space between the parked vehicles and double centre lines of a public road to allow unhindered access for through traffic; however this could not be achieved in Riley Street, Oatley, if the double centre lines are installed.
Site inspection has revealed that many residents utilise the on street parking outside their premises for parking their vehicles; thus installation of No Stopping restrictions would not result in a favourable outcome for the residents of Riley Street, Oatley.
TAC072-13 Patrick Street Hurstville - Road Safety Concerns
Report Author/s |
Traffic Engineering Officer, Miss A Kavanagh |
||
File |
10/1870 |
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Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Economic Prosperity |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
Councillor Jack Jacovou, Mayor of Hurstville City Council on behalf of one of the residents in Hurstville has requested Council’s Traffic Section to investigate the resident’s concerns regarding the high volume of heavy vehicles on Patrick Street, Hurstville.
THAT the traffic data presented in this report be received and noted. FURTHER THAT a copy of Council’s report with traffic data be forwarded to the resident for information.
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REPORT DETAIL
Councillor Jack Jacovou, Mayor of Hurstville City Council on behalf of one of the residents in Hurstville has requested Council’s Traffic Section to investigate the resident’s concerns regarding the high volume of heavy vehicles on Patrick Street, Hurstville. The resident claims that heavy vehicle operators use Patrick Street as a thoroughfare to travel in between Stoney Creek Road and Queens Road, Hurstville. He has raised specific attention to the high volume of heavy vehicles on Patrick Street near Hurstville Oval.
To ascertain the traffic situation of Patrick Street, a detail traffic survey was conducted in Patrick Street, Hurstville (in the vicinity of Hurstville Oval) from Tuesday 23 April to Tuesday 14 May. A summary of type of vehicles monitored during the survey period is tabulated below:
Type of Vehicles (Class) |
Number of vehicles (veh/day) |
Percentage (%) |
Class 1 – Bicycle or Motorcycle |
8 |
0.6% |
Class 2 – Cars |
1240 |
97.6% |
Class 3 – Trailer, Caravan, Boat |
2 |
0.1% |
Class 4 – Two axle truck or mini bus |
18 |
1.4% |
Class 5 – Three axle truck or bus |
4 |
0.2% |
Class 6 – Four axle rigid truck |
1 |
<0.1% |
Class 7 and above – Three Axle articulated (semi-trailers) and above |
0 |
0% |
Additionally, the following data was also collected for Patrick Street, Hurstville:
|
Northbound |
Southbound |
Combined |
AADT (Daily Traffic Volume) |
463 veh/day |
809 veh/day |
1272 veh/day |
50%ile |
35.0 km/h |
37.6 km/h |
36.7 km/h |
85%ile |
40.7 km/h |
43.2 km/h |
42.5 km/h |
From the data tabulated above it is evident that the volume of heavy vehicles accessing Patrick Street, Hurstville is less than 1% of the total volume of traffic. Additionally, the results show that the total volume of daily traffic on Patrick Street is well below the environmental goals set by the RMS for a local street.
TAC073-13 Trafalgar Street Peakhurst - Request for Speed Humps
Report Author/s |
Traffic Engineering Officer, Miss A Kavanagh |
||
File |
12/2043 |
||
Previous Reports Referenced |
No |
||
Community Strategic Plan Pillar |
Economic Prosperity |
||
Existing Policy? |
No |
New Policy Required? |
No |
Financial Implications |
Nil |
EXECUTIVE SUMMARY
Council has received a representation from a resident of Peakhurst requesting Council to install speed humps in Trafalgar Street, Peakhurst.
THAT the request for installation of a speed humps in Trafalgar Street, Peakhurst be denied. FURTHER THAT the resident be advised of Council’s decision.
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REPORT DETAIL
Council has received a representation from a resident of Peakhurst requesting Council to install a speed hump in Trafalgar Street, Peakhurst to calm traffic in the street.
The resident claims that motorists use Trafalgar Street, Peakhurst as a through road to commute between Forest Road and Riverwood shops. Most of these motorists travel over the posted speed limit of 50km/h threatening safety of local residents and other road users.
Accordingly, Council conducted a comprehensive traffic survey in Trafalgar Street, Peakhurst to ascertain the resident’s concerns. The results of the survey are tabulated below.
|
East |
West |
Combined |
50% |
48.2 km/h |
45.9 km/h |
46.9 km/h |
85%ile |
57.2 km/h |
54.7 km/h |
56.2 km/h |
AADT |
659 |
806 |
1466 |
From the above results it is evident that the average annual daily traffic travelling along Trafalgar Street, Peakhurst is well below the environmental goals set by the RMS for a local road, which is around 2000-3000 vehicles per day. Thus there is no through traffic problem.
The results also show 50% of the vehicles on Trafalgar Street travel well below the posted speed limit of the street. More than 85% of traffic on Trafalgar Street travel below 58km/h, which is marginally above the posted speed limit of the street.
Additional analysis showed that 5.51% of vehicles travelling Trafalgar Street Peakhurst exceed 60km/h and the average of these vehicles travel at 64.48 km/h. Analysis showed that there is no specific time when the vehicles are travelling above the speed limit; however the peak traffic flows are monitored between 7:00am-9:00am, weekdays.
It is considered that the above results do not warrant the installation of speed humps or any other traffic calming devices in Trafalgar Street. However, it is considered appreciate to refer the detail speeding data to the Local Area Command for enforcement.
5. General Business
Next Meeting Date Thursday 04 July 2013 at 1:00pm