Skip to the record
The gold standard in government transparency.

Original source · versioned page text

Attachment 3.pdf

of 11

Page text read automatically using OCR, there may be inaccuracies

Attachment 3 – Traffic
Engineer Response to RFI
Material Change of Use for Multiple Dwellings (8
Dwellings)




25 & 27 Toolar Street, TEWANTIN QLD 4656

Lots 1 & 2 on RP73072




                                           Concept Planning and Development Consultants
                                                                     ABN 99 789 542 467

                                                                       26 Seafarer Drive,
                                                                  River Heads QLD 4655
                                                                         : 0418531673
                                                            : [email protected]


[OCR of page images]
SCC

Attachment 3 — Traffic
Engineer Response to RFI

Material Change of Use for Multiple Dwellings (8

Dwellings)

25 & 27 Toolar Street, TEWANTIN QLD 4656

Lots 1 & 2 on RP73072

Concept Planning and Development Consultants
ABN 99 789 542 467

26 Seafarer Drive,

River Heads QLD 4655

@: 0418531673

D4: [email protected]

Log in to download the original (Attachment 3.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of pages 2 to 9 (of 11)

Page 2

29th November 2021


Riverport Properties Pty Ltd
C/‐ Concept Planning & Development Consultants
26 Seafarer Drive
River Heads Qld 4655

Attention: Nadine


Dear Nadine,

RE:       Traffic Engineering Advice – Further Information Request
          MCU 21/0083 Multiple Dwelling Units
          Lot 1& 22 on RP73072 at 25 Toolar Street, Tewantin

I refer to your recent correspondence requesting further traffic engineering advice for the
proposed development at Tewantin. A review of Council’s Information Request dated 1st
June 2021 has been undertaken.

Council RFI
Action:
Parking and Access
2a.     Revised plans and/or sufficient detail to demonstrate how the layout addresses
        the potential conflicts at the entrance to the site.
2b.     Any necessary signage at the entrance within the site. Please note that priority
        must be given to incoming vehicles.


RESPONSE 2a & b
The plans have been updated and include a driveway width of 7.0 at the crossover and
6.2m within the property boundary. This allows for suitable passing for entry and exit
movements from Toolar Street. Please refer to figure 1 and attached swept paths. The
driveway crossover should comply with Council’s Standard Drawings for a heavy duty
crossover RS‐051. There is no need for signage at the entrance. The development is for
permanent residential use and therefore drivers are expected to be familiar with the
driveway and allocated parking locations.


Hayes Traffic Engineering                                                  ABN 98 615 073 565
211083 Toolar Street RFI                                                           Page 1 of 4


[OCR of page images]
Traffic Engineering

A + PO Box 303, Coolum Beach Qld, 4573
P + 04.03 889 039
E + [email protected]

29'" November 2021

Riverport Properties Pty Ltd

C/- Concept Planning & Development Consultants
26 Seafarer Drive

River Heads Qld 4655

Attention: Nadine

Dear Nadine,

RE: _ Traffic Engineering Advice — Further Information Request
MCU 21/0083 Multiple Dwelling Units
Lot 1& 22 on RP73072 at 25 Toolar Street, Tewantin

| refer to your recent correspondence requesting further traffic engineering advice for the
proposed development at Tewantin. A review of Council’s Information Request dated 1%
June 2021 has been undertaken.

Council RFI

Action:

Parking and Access

2a. Revised plans and/or sufficient detail to demonstrate how the layout addresses
the potential conflicts at the entrance to the site.

2b. Any necessary signage at the entrance within the site. Please note that priority
must be given to incoming vehicles.

RESPONSE 2a & b

The plans have been updated and include a driveway width of 7.0 at the crossover and
6.2m within the property boundary. This allows for suitable passing for entry and exit
movements from Toolar Street. Please refer to figure 1 and attached swept paths. The
driveway crossover should comply with Council’s Standard Drawings for a heavy duty
crossover RS-051. There is no need for signage at the entrance. The development is for
permanent residential use and therefore drivers are expected to be familiar with the
driveway and allocated parking locations.

 

Hayes Traffic Engineering ABN 98 615 073 565
211083 Toolar Street RFI Page 1 of 4

Page 3

         Figure 1 – Swept Path of a B99 vehicle entering and passing on the driveway




Action:
2c.     A cross section of the driveway/pedestrian path that includes any necessary
        measure to provide a safe pedestrian environment


RESPONSE 2c
The driveway has included a pedestrian path to safely allow access to the rear units, as
shown in Figure 2. The path will be textured with a difference pavement treatment to
provide a visual cue for drivers. Given the low traffic volumes, low speed environment and
straight alignment of the driveway, the proposed pathway is considered acceptable. It is
recommended suitable connection from the driveway to the existing footpath (as shown in
Photograph 1) on Toolar Street be provided.

                                Figure 2 – Pedestrian Access




Hayes Traffic Engineering                                                 ABN 98 615 073 565
211083 Toolar Street RFI                                                          Page 2 of 4


[OCR of page images]
Figure 1 — Swept Path of a B99 vehicle entering and passing on the driveway

   

Action:
2c. A cross section of the driveway/pedestrian path that includes any necessary
measure to provide a safe pedestrian environment

RESPONSE 2c

The driveway has included a pedestrian path to safely allow access to the rear units, as
shown in Figure 2. The path will be textured with a difference pavement treatment to
provide a visual cue for drivers. Given the low traffic volumes, low speed environment and
straight alignment of the driveway, the proposed pathway is considered acceptable. It is
recommended suitable connection from the driveway to the existing footpath (as shown in
Photograph 1) on Toolar Street be provided.

Figure 2 — Pedestrian Access

DRIVEWAY

=¢

 

2

“Fy

7
I
|
L

 

Hayes Traffic Engineering ABN 98 615 073 565
211083 Toolar Street RFI Page 2 of 4

Page 4

               Photograph 1 – Footpath on Toolar Street east and west of Driveway




Action:
2d.     A fully dimensioned plan of the car parking and manoeuvering areas.
2e.     Vehicle manoeuvering plans for each space.

RESPONSE 2d and e
Please refer to the attached plan provided by Robin Spencer Architects. Swept paths have
been provided for a B99 vehicle accessing the visitor parking spaces and entering and exiting
the site in forward gear with only one reverse manoeuver.

                            Figure 3 – B99 Swept Path for Visitor Spaces




Hayes Traffic Engineering                                                   ABN 98 615 073 565
211083 Toolar Street RFI                                                            Page 3 of 4


[OCR of page images]
   
  

Photograph 1 — Footpath on Toolar Street east and west of Driveway
Xa io

 

Action:

2d. —_ A fully dimensioned plan of the car parking and manoeuvering areas.
2e. Vehicle manoeuvering plans for each space.

RESPONSE 2d and e

Please refer to the attached plan provided by Robin Spencer Architects. Swept paths have
been provided for a B99 vehicle accessing the visitor parking spaces and entering and exiting
the site in forward gear with only one reverse manoeuver.

Figure 3 — B99 Swept Path for Visitor Spaces

ae ge

 

 

Hayes Traffic Engineering

ABN 98 615 073 565
211083 Toolar Street RFI

Page 3 of 4

Page 5

The garages and car ports have also been reviewed to ensure compliance with Figure 5.4 of
AS2890.1. The garage doors are 3.0m wide with apron widths of 7.566m and also 8.571m.
The car ports are 2.9m wide and 5.4m long and comply with AS2890.1.

Action:
2f.     The proposed visitor spaces have no setback from the property boundary.

RESPONSE 2f
Please refer to Town Planning Report for response.

Action:
2g.     A preliminary design of the vehicle access in the road reserve that includes levels,
        grades etc.


RESPONSE 2g
Please refer to Civil Engineering Report for response.

If you require any further information or wish to discuss in greater detail, please don’t
hesitate to contact me.


Yours faithfully


Dianne Hayes
B. Eng (Civil) RPEQ 7086

Attachments – A.            Proposed Layout (4)
              B.            Swept Path Analysis (2)




Hayes Traffic Engineering                                                    ABN 98 615 073 565
211083 Toolar Street RFI                                                             Page 4 of 4


[OCR of page images]
The garages and car ports have also been reviewed to ensure compliance with Figure 5.4 of
AS2890.1. The garage doors are 3.0m wide with apron widths of 7.566m and also 8.571m.
The car ports are 2.9m wide and 5.4m long and comply with AS2890.1.

Action:
2f. The proposed visitor spaces have no setback from the property boundary.

RESPONSE 2f
Please refer to Town Planning Report for response.

Action:
2g. A preliminary design of the vehicle access in the road reserve that includes levels,
grades etc.

RESPONSE 2g
Please refer to Civil Engineering Report for response.

If you require any further information or wish to discuss in greater detail, please don’t
hesitate to contact me.

Yours faithfully

Dianne Hayes
B. Eng (Civil) RPEQ 7086

Attachments — A. Proposed Layout (4)
B. Swept Path Analysis (2)

 

Hayes Traffic Engineering ABN 98 615 073 565
211083 Toolar Street RFI Page 4 of 4

Page 6

JAMESON / STIRLING

25-27 Toolar Street, Tewantin

PROPERTY DESCRIPTION:

LOTS 1 & 20NRP 73072
PARISH OF NOOSA
COUNTY OF MARCH

 

EXTERIOR PAINT, TAUBMANS PORTOFINA

 

PERSPECTIVE VIEW FROM TOOLAR STREET

 

 

EXTERNAL COLOUR PALETTE

RESENE BLANC.

 

ater c
Colorbond® Suis

 

TAUBMANS PORTOFINA COLORBOND SURFMIST

 

 

 

ROOF, SURFMIST

TRIMS, RESENE BLANC

-——EXTERIOR PAINT, TAUBMANS PORTOFINA

{0008, SURFWIST

 

LAZING FRAMES, SURFIIST

‘SCREENS, DECO WOOD NATURAL ¥

   

 

 

  
 
  
    
     

design FAS drawn se

client: JAMESON / STIRLING

 

Job number 10

project: PROPOSED TOWNHOUSES
25-27 TOOLAR STREET, TEWANTIN

OE

amendments

The Lock Up
301 main street
kangaroo point 4169,
brisbane qld aus
AGN. O11 030 297
11 011 030 292

 

Ecoiceice em

 

COVER SHEET

TOWN PLANNING APPROVAL

couse Q000-F

Page 7

TOOLAR STREET

 

     

ON2) G) (a) G) G)
WV) VO OYOW OW’

UNITS 1-4 GOLD RATED
UNITS 58 GOLD RATED

Livable

 

 

 

 

 

 

  

   
 

 

 

drawn se

  
 
        
      
  
   

project: PROPOSED TOWNHOUSES

ctient: JAMESON / STIRLING

suaerpon

OE

amendments

 

o
o
a
a
a
a
QO
q

 

sete 12205

 

 

SITE PLAN & SITE COVER

 

Ecoiceice em

Page 8

seale 120841

design FAS

 

Job number

 

VISITORS BAY -3 POINT MANOEUVRE END UNIT

 

date zat

drawn se

END UNTT

 

 

 

  
 
  
       
   

1 oc
project: PROPOSED TOWNHOUSES amendments 301 main’ street
25-27 TOOLAR STREET, TEWANTIN Kangaroo point 4169

brisbane qld aus
AGN. O11 030 297
‘ABN. 11011 030.292

 

client: JAMESON / STIRLING

   

FOE ole EY TT Ecoiceice em

 

SITE Tein putes FRO
VEHICULAR MANOURVRING Sresecnecoas

ners TP-0002-B

 

 

 

Page 9

   

(a) (wo) (oc) (ec) (2) (eo) (z) C
S) ©) ) Ww & @ @
| T ] T T y T T

 

 

az a
Ow ~ ©
a 2)
ard NS
aa P| — —(s)
@ F— &
@ Le _ 4a
© ; (©)
|
|
| 3:
¢| 3)
| 3:
ae gla: 6
| a
|

>
(6)
@)

 

‘} z _()
8 &)
Z|
|
ee le — ©
/ —
O- — — ~~)
gE 7 XY
:
i
28
be (~~ — (a)
@- -— ©)

 

O- > os - oNvOSaNYT N +2)

 

 

 

 

 

 
  
 
   
 

uray
OOK \ 4000 NIM AHO OL
i . Lm 1 Lod L ”
(<) (@ (©) (ce) (@) (@) () = ©
a) _/ Ee ars Co Ye we YL 7
Zt
\
wane a Sa aeROEOSED OWnooses Se we l=

SESS kangaroo’ point “s169 | PROPOSED TOWNHOUSES PRELIMINARY

ict Mbstbge | CROUND FLOOR PLAN cms TP2O10-K

Ecoiceice em

design 8 drawn se SfWnalswcrocaaastecs

     
  
         

ctient: JAMESON / STIRLING eee

Job number 1012218

 

FOE ole EY TT F: 3392 1055

 

The text continues on page 10.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.