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5. APP D. Traffic Engineering Issues RFI Response

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Appendix
D
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Page 2

RE:   139 EUMUNDI-NOOSA ROAD, NOOSAVILLE
      INFORMATION REQUEST RESPONSE – TRAFFIC ENGINEERING ISSUES


INTRODUCTION




                                                                  1

Page 3

BICYCLE PARKING (ITEM 3)




LAND USE                   SCALE   PARKING RATE     REQUIREMENT




MANOEUVRING OF DELIVERY VEHICLES (ITEM 21)




CAR PARKING AND MOTORCYCLE PARKING (ITEM 22 & 23)




                                                                  2

Page 4

 

PEKOL TRAFFIC & TRANSPORT

Table 2:

ON-SITE PARKING REQUIREMENTS

Service Station 100m? use area

Shop 109m? use area
137m? GFA
Restaurant / Café
(142m? use area)
600m? GFA
Tyre & Mechanical
(592m? use area)
1,690m? GFA
Retail / Industrial Business
(1632m? use area)
Total

4 spaces per service bay (min of 5 spaces)

1 space per 20m’ or part thereof, of use

5.6
area for areas up to 100m?
1 space per 10m? GFA of use area 14.2
1 space per 30m? up to 150m? GFA
1 space per 50m* up to 500m? GFA. 9.9 -12.9
1 space per 100m” in excess of 500m’ GFA
one space per 50m” of use area; or
one space per 60m’ of use area; or
1 space per 30m” up to 150m? GFA 23.3 - 32.6

1 space per 50m” up to 500m? GFA
1 space per 100m” in excess of 500m’ GFA

53 - 66 spaces

As shown in Figure 1, it is proposed to provide a total of 67 on-site car parking spaces, including three person

with disability (PWD) bays. This provision exceeds the Noosa Plan requirements identified in Table 2. In

addition, six motorcycle spaces are proposed, which is consistent with the number of spaces required by Noosa

Planning Scheme Policy 26 —- Motorcycle and Motor Scooter Parking (ie one space per 10 car parking spaces).

Based on the above, the proposed on-site car and motorcycle parking provision meets the requirements of the

Noosa Plan and is considered more than sufficient to accommodate the parking demand generated by the

development.

The car parking spaces located adjacent to the service station shop and entertainment and dining use have been

widened to 2.7m, as shown in Figure 1.

P:\2014-15\15-067 LIONEL DONOVAN DRIVE, NOOSAVILLE\REPORTS\139 EUMUNDI ROAD, NOOSA VILLE INFORMATION REQUEST RESPONSE.DOCX 3

Page 5

 

PEKOL TRAFFIC & TRANSPORT

TRAFFIC MANAGEMENT PLAN (ITEM 24)

The proposed Traffic Management Plan (attached) outlines the anticipated procedure for the bulk refilling of the

underground fuel tanks at a proposed service station by an articulated tanker vehicle.
If you have any questions regarding the issues discussed above, please do not hesitate to contact us.

Yours sincerely,

Adam Pekol
Director (RPEQ 5286)

P:\2014-15\15-067 LIONEL DONOVAN DRIVE, NOOSAVILLE\REPORTS\139 EUMUNDI ROAD, NOOSA VILLE INFORMATION REQUEST RESPONSE.DOCX 4

Page 6

         FH




FH




              Title:                                         DRAWN: 5541-004-03.DWG
                                PROPOSED LAYOUT
                                                             DATE: 2nd MARCH 2015
     P
     E                                                       SCALE: 1 : 500
              Project:
                              139 EUMUNDI ROAD AND           JOB NO: 5541-004
                       30 LIONEL DONOVAN DRIVE, NOOSAVILLE   DRAWING: FIGURE 1

Page 7

    Title:                                         DRAWN: 5541-004-03.DWG
             17.0m LONG SEMI-TRAILER MANOEUVRING
                                                   DATE: 2nd MARCH 2015
P                 REQUIREMENT TO ACCESS SITE
E                                                  SCALE: 1 : 500
    Project:
                    139 EUMUNDI ROAD AND           JOB NO: 5541-004
             30 LIONEL DONOVAN DRIVE, NOOSAVILLE   DRAWING: FIGURE 2

Page 8

    Title:                                         DRAWN: 5541-004-03.DWG
                                                   DATE: 2nd MARCH 2015
P
E                                                  SCALE: 1 : 500
    Project:
                    139 EUMUNDI ROAD AND           JOB NO: 5541-004
             30 LIONEL DONOVAN DRIVE, NOOSAVILLE   DRAWING: FIGURE 3

Page 9

    Title:                                         DRAWN: 5541-004-03.DWG
                                                   DATE: 2nd MARCH 2015
P
E                                                  SCALE: 1 : 500
    Project:
                    139 EUMUNDI ROAD AND           JOB NO: 5541-004
             30 LIONEL DONOVAN DRIVE, NOOSAVILLE   DRAWING: FIGURE 4

Page 10

FH       FH




              Title:                                         DRAWN: 5541-004-03.DWG
                                                             DATE: 2nd MARCH 2015
     P
     E                                                       SCALE: 1 : 500
              Project:
                              139 EUMUNDI ROAD AND           JOB NO: 5541-004
                       30 LIONEL DONOVAN DRIVE, NOOSAVILLE   DRAWING: FIGURE 5

Page 11

 

PEKOL TRAFFIC & TRANSPORT
ABN 96 067 593 962

P 07 3839 6771

PEKOL TRAFFIC & TRANSPORT Level G 67 St Pauls Tce
Spring Hill Q 4000
WWW.PTT.COM.AU

139 EUMUNDI-NOOSA ROAD, NOOSAVILLE
TRAFFIC MANAGEMENT PLAN

This Traffic Management Plan outlines the procedure for the bulk refilling of the underground fuel tanks at a
proposed service station by an articulated tanker vehicle. The Traffic Management Plan has been prepared in
response to item 24 of the Noosa Council Information Request (dated 27 January, 2015) for Development

Application MCU14/0102.

Fuel deliveries can be completed at any time of the day or night. However, the timing of the deliveries would be
scheduled to avoid the peak periods of service station operations. Fuel deliveries may take up to one hour to

complete, depending on the amount of fuel to be unloaded.
As demonstrated in the attached Figure A:

w= _ the fuel tanker can access the development site from Eumundi Noosa Road and stand immediately to the
west of the service station forecourt to undertake bulk refilling operations

mm _ the fuel tanker can stand at this location without obstructing traffic movements into and out of the
development site

m= _ the presence of a vehicle using the bowser at Fuel Dispenser 1 will not obstruct the movement of the fuel
tanker from the site entry driveway to its designated refilling position

== upon completion of bulk refilling operations, the fuel tanker would be able to exit the development site

and back on to Eumundi Noosa Road

It is recommended that prior to the arrival of the fuel tanker, service station staff would close Fuel Dispensers 1
and 2 for customer refuelling. This would be managed by using traffic cones and signage. By doing so, this will
ensure that there are no vehicles at Fuel Dispensers 1 and 2 and no vehicles queuing when the fuel tanker arrives.
These measures will effectively eliminate any potential conflicts between fuel tankers and customer vehicles at
the site. Therefore, it is considered that bulk refilling operations will not have any adverse impact on traffic

movements on Eumundi Noosa Road.
If you have any questions regarding the issues discussed above, please do not hesitate to contact us.

Yours sincerely,

Adam Pekol
Director (RPEQ 5286)

P\2014-15\15-067 LIONEL DONOVAN DRIVE, NOOSAVILLE\REPORTS\139 EUMUNDI ROAD, NOOSAVILLE TRAFFIC MANAGEMENT PLAN.DOCX 1

Page 12

    Title:                                         DRAWN: 5541-004-03.DWG
             17.0m LONG SEMI-TRAILER MANOEUVRING
                                                   DATE: 2nd MARCH 2015
P                 REQUIREMENT TO ACCESS SITE
E                                                  SCALE: 1 : 500
    Project:
                    139 EUMUNDI ROAD AND           JOB NO: 5541-004
             30 LIONEL DONOVAN DRIVE, NOOSAVILLE   DRAWING: FIGURE A

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