Council archive · source document
20BRT0372-Let-211104_1 Traffic · MCU21/0146
4 November 2021 Our Ref: 21BRT0372 Your Ref: Attention: Siobhan Fernantzen Stockwell 399 Montague Road, West End QLD 4101 Dear Siobhan, RE: 17 – 19 Hofmann Drive, Noosaville Introduction TTM have been engaged to provide a traffic engineering response to Items 6, 7, 8, 9 & 10 of Noosa Shire Councils (NSC) Information Request MCU21/0146, dated 23rd September, 2021. The Information Request relates to a proposed residential development at 17 – 19 Hofmann Drive, Noosaville. The specific traffic engineering items that TTM are responding to have been addressed in this letter as follows. The plans have been amended to include 12 visitor parking spaces at ground level. As shown on the development plans Included as Attachment 1. 1
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Page 2
The access driveway has been widened to 6.5m to accommodate the swept path pf the Refuse Collection
Vehicle (including 0.5m clearance envelope) as illustrated in TTM Drawing 21BRT0372-01-1 included as
Attachment 2. It should be noted that the clearance envelope is contained wholly within the driveway,
exceeding the minimum requirements where the buffer is to vertical obstructions.
TTM drawing 21BRT0372-01-2 included as Attachment 2 demonstrates that a B99 design vehicle (on entry)
and B85 design vehicle (on exit), including 300mm clearance envelope to each vehicle, can pass without
conflict.
Ramp grades measured along the inside of the curve of the ramp are in accordance with AS2890.1 including
change in grade between transitions.
A gate is proposed at the bottom of the ramp to the basement level as illustrated in the updated
development plans included as Attachment 1. The width of the ramp at this location with the inclusion of the
gate will remain compliant with the requirements in AS2890.1 and addressed during detailed design.
A queuing distance of 36m (6 vehicles) is provided from the property boundary to the gate, exceeding the
minimum requirements in accordance with AS2890.1.
In addition Stockwell have proposed that gate operation will be via key fob remote with the gate to remain
open during peak periods between 6:30am to 8:30am and 5:00pm to 7:00pm.
2
Page 3
Conclusion
Based on the assessment contained within this letter, the proposed development should be granted the
relevant approvals for the traffic items 6, 7, 8, 9 & 10. If you have any queries, please contact Tim Lingard on
(07) 3327 9500.
Yours sincerely,
Tim Lingard
Lead Consultant
TTM Consulting Pty Ltd
Attachment 1 – Development Plans
Attachment 2 – Swept path drawings
3
Page 4
ttm Attachment 1 — Development Plans
Page 5
2 19°4 0
E
E
OP
227 1
SW
NOOSA CIVIC SHOPPING CENTER E
'3 5"
SW E
12 E
D1A120000 SW E
E
E
SW
OP
EXISTING OPTIC LINE E
SW
7.00 0
SW E
EXISTING STORMWATER LINE E
6.00 0
E
SW
E
EXISTING UNDERGROUND '4 5"
SW E 1 19°1 6
5.00 0
ELECTRICAL LINE 41 0
5 5
2 06°4 9
OP
E
25 405
E
SW E
EXISTING STORMWATER MANHOLE
'4 5"
E
SW TYPE 3A
7.3 0
E
REFER LANDSCAPE SW E
TYPE 3B
7.3 3
ARCHITECTS' DRAWINGS FOR
OP
LANDSCAPING AREA
PERGOL
12
PWD
D1A120011
A OV
WC
TYPE 2B
ERHEAD
10000
OP
36°13'55"
TYPE 2A
SETBA
69709
10000
ERHEAD
2 13°0 3
A OV
POOL PERGOL
PERGOL
16600
78 661
PUMP
CK
40 00
5.00 TYPE 2B
A OV
'3 0"
0
ERHEAD
OP
COMMUNAL
300 DOG OFFLEASH
RECREATION AREA TYPE 2A BUILDING C
SET 0
BAC POOL
K
OP
OP
OP OP
5107 '
7
TYPE 2A
8
OP
60°1
OP TYPE 1A CVJ
OP
8 45
OP
SP 182
2001
OP OP
D1A10
21
OP
3
FF L. 5.
2 08°4 4
TYPE 2A
5 3
35 800
TYPE 2C
TYPE 2A
'3 5"
MANAGER
L INE O
TYPE 1A LETTER
TYPE 2B BOXES
F ROO
TYPE 2A
1 REFUSE TYPE 2C
F OVE
TYPE 3A 6200
BUILDIN
GA TYPE 3A TYPE 2B TYPE 1A TYPE 2A TYPE 2C PUMP
R
2
FFL . 5.3
5
TYPE 2C 3
TYPE 1A
TYPE 2A FFL. 5.35
BUILDING B 4
12 CARPARKS
TYPE 1A FFL 5.25
5
TYPE 2A 12
MSB 11
TYPE 1B TYPE 1A TYPE 2C 10
6
TYPE 1A 4.000
PADMOUNT 5400 6500 2000
W
TRANSFORMER 3 TYPE 1B 7
328° SP 246583 TYPE 2A 1:5
52
1163 ' 1:8 TO
RAMP ENT
3 W
8
BASEM 3000
328 °38
W '30" SETBACK
1:20
9
265 71 BIO RETENTION
S W
215°32'
25884
10000
5.000
SIGNAGE
W
EXISTING WATER
S
LINE WATER METE
S
W
318°25' R
S
W 7°5
30 8' W BOOSTER
EXISTING SEWER MANHOLE 26571 W
313°11'35" 307°58'
W
W
314°49'50"
W
W W
19232 8657 W
W
S
S
26571 29380
S
S
EXISTING SEWER LINE
4.5 98
S
S
S
S
S
HOFMANN DRIVE
4.8 8
5.0 6
W 1
SW
E
EXISTING ELETRICAL LINE DA200 EXISTING WATER METER
EXISTING STORMWATER
EXISTING WATER LINE
LINE
BRISBANE NOOSA APARTMENT SITE PLAN Project No: 20225
Plaza Level, Mosaic HOFMANN DRIVE, NOOSAVILLE Date: 02.11.21
826 Ann St Scale: 1 : 400@ A3
Fortitude Valley QLD 4006 Drawn / Check: Author
Checker
T +61 7 3253 9900 DEVELOPMENT APPROVAL DA100 G
[email protected]
These designs and plans are the copyright of MODE DESIGN Corp. Pty Ltd and cannot be reproduced without written Do not scale off this drawing
permission
Page 6
10 00
SETBA
10000
OUTLIN
CK
BUILDING C
E OF B
UIL DIN
3
G
SP 246583
ABOVE
CVJ
8 45
SP 182
STORA
GE CAG
ES
1000
STORAGE CAGES
40 CARPARKS
2400
CARPARK TYPICAL
125 CARS 300
RL 2.200
300
STORA
GE CAG
1:8
ES
1 :5
STORAGE CAGES
1 :5
OUTLIN
E OF BU D LEVE
L
ILDING GROUN
BUILDING A ABOVE RAMP
TO
3000
OUTLINE OF BUILDING ABOVE SETBACK
SETBACK
10000
BUILDING B
HOFMANN DRIVE
BRISBANE NOOSA APARTMENT BASEMENT FLOOR PLAN Project No: 20225
Plaza Level, Mosaic HOFMANN DRIVE, NOOSAVILLE Date: 01.11.21
826 Ann St Scale: 1 : 400@ A3
Fortitude Valley QLD 4006 Drawn / Check: Author
Checker
T +61 7 3253 9900 DEVELOPMENT APPROVAL DA105 F
[email protected]
These designs and plans are the copyright of MODE DESIGN Corp. Pty Ltd and cannot be reproduced without written Do not scale off this drawing
permission
Page 7
ttm Attachment 2 — Swept Path Drawings
Page 8
213°03
4 000
'30"
OP
COMMUNAL
RECREATION AREA TYPE 2A BUILDING C
POOL
OP
OP
OP
TYPE 2A
TYPE 1A CVJ
845
SP182
FFL. 5
208°44
TYPE 2A
.35
35800
'35"
MANAGER
LINE O
LETTER
BOXES
F ROO
1 REFUSE TYPE 2C
F OVE
TYPE 3A 6200
TYPE 3A TYPE 2B TYPE 1A TYPE 2A TYPE 2C
R
2 PUMP
3
FFL. 5.35
BUILDING B 4
12 CARPARKS
FFL 5.25
5
12
11
TYPE 1B TYPE 1A TYPE 2C 6
10
TYPE 1A 4.000
5400 6500 2000
3 TYPE 1B 7
SP 246583 TYPE 2A 1:5
8
1:8 TO
RAMP NT
BASEM
E 3000
SETBACK
1:20
9
BIO RETENTION
215°32'
25884
10000
SIGNAGE
WATER METE
318°25' R
W 7°58
30 ' W BOOSTER
26571 W
W 313°11'35" 307°58'
W
W
314°49'50"
W W
19232 8657 W
W
26571 29380
S
S
HOFMANN
JJ Richards FrDRIVE
ont Lift (2020)
1
SW
DA200 EXISTING WATER METER
EXISTING STORMWATER
LINE
10.507
JJ Richards Front Lift (2020)
Overall Length 10.507m
Overall Width 2.490m
Overall Body Height 4.300m
Min Body Ground Clearance 0.150m
PRELIMINARY Track Width
Lock-to-lock time
2.490m
5.00s
ADVICE ONLY Curb to Curb Turning Radius
Clearance Envelope
10.800m
0.500m
3 November 2021 1.938 1.94 2.76 1.355
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 4 8 12 16 20m
TTM CONSULTING PTY LTD 17 -19 HOFMANN DR, NOOSAVILLE 20BRT0372 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:400 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE QLD 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE QLD 4003 20BRT0372-01 C
C 03-11-21 BASE PLAN REVISED AH TL SC
VEHICLE SWEPT PATH ANALYSIS
B 09-08-21 BASE PLAN REVISED AH TL SC
STOCKWELL DEVELOPMENT T: (07) 3327 9500 F: (07) 3327 9501 JJ RICHARDS FRONT LIFT DESIGN VEHICLE DATE SHEET
A 05-08-21 ORIGINAL ISSUE AH TL SC E: [email protected] W: www.ttmgroup.com.au 3 Nov 2021 1 OF 2
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 9
213°03
4 000
'30"
OP
COMMUNAL
RECREATION AREA TYPE 2A BUILDING C
POOL
OP
OP
OP
TYPE 2A
TYPE 1A CVJ
845
SP182
FFL. 5
208°44
TYPE 2A
.35
35800
'35"
MANAGER
LINE O
LETTER
BOXES
F ROO
1 REFUSE TYPE 2C
F OVE
TYPE 3A 6200
TYPE 3A TYPE 2B TYPE 1A TYPE 2A TYPE 2C
R
2 PUMP
3
FFL. 5.35
BUILDING B 4
12 CARPARKS
FFL 5.25
5
12
11
TYPE 1B TYPE 1A TYPE 2C 6
10
TYPE 1A 4.000
5400 6500 2000
3 TYPE 1B 7
SP 246583 TYPE 2A 1:5
1:8
B85 Vehicl ealistic minRradiusA) (20 4M) SPEMENT
TO
8 e ( R 3000
BA
SETBACK
1:20
9
BIO RETENTION
215°32'
25884
10000
SIGNAGE
WATER METE
318°25' R
W 7°58
30 ' W BOOSTER
26571 W
W 313°11'35" 307°58'
W
W
314°49'50"
W W
19232 8657 W
W
26571 29380
S
S
HOFMANN DRIVE B9 Vehicle (Realistic min radius) (20 4)
1
SW
DA200 EXISTING WATER METER
EXISTING STORMWATER
LINE
5.2 B99 Vehicle (Realistic min radius) (2004) 4.91 B85 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m Overall Length 4.910m
Overall Width 1.940m Overall Width 1.870m
PRELIMINARY Overall Body Height
Min Body Ground Clearance
1.878m
0.272m
Overall Body Height
Min Body Ground Clearance
1.421m
0.159m
Track Width 1.840m Track Width 1.770m
ADVICE ONLY 0.95 3.05
Lock-to-lock time
Curb to Curb Turning Radius
4.00s
6.250m
0.92 2.8 Lock-to-lock time
Curb to Curb Turning Radius
4.00s
5.750m
3 November 2021 Clearance Envelope 0.300m Clearance Envelope 0.300m
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 2.5 5 7.5 10 12.5m
TTM CONSULTING PTY LTD 17 -19 HOFMANN DR, NOOSAVILLE 21BRT0372 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:250 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE QLD 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE QLD 4003 21BRT0372-01 A
VEHICLE SWEPT PATH ANALYSIS
STOCKWELL DEVELOPMENT T: (07) 3327 9500 F: (07) 3327 9501 B85 AND B99 DESIGN VEHICLE DATE SHEET
A 03-11-21 ORIGINAL ISSUE AH BW BC E: [email protected] W: www.ttmgroup.com.au 3 Nov 2021 2 OF 2
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 10
CVJ CVJ
845 845
SP182 SP182
B85 Vehicle (Realistic min radius)
(20 4)
B85 Vehicle (Realistic min radius) (20 4)
1:8
1:8
STORAGE CAGES 1:5 STORAGE CAGES 1:5
1:5 1:5
B9 Vehicle (Realistic min radius) (20 4) D LEV
EL B9 Vehicle (Realistic min radius) (20 4) LEVEL
OUN OUND
TO GR TO GR
RAMP 3000 RAMP 3000
SETBACK SETBACK
10000
10000
5.2 B99 Vehicle (Realistic min radius) (2004) 4.91 B85 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m Overall Length 4.910m
Overall Width 1.940m Overall Width 1.870m
Overall Body Height 1.878m Overall Body Height 1.421m
Min Body Ground Clearance 0.272m Min Body Ground Clearance 0.159m
PRELIMINARY Track Width
Lock-to-lock time
1.840m
4.00s 0.92 2.8
Track Width
Lock-to-lock time
1.770m
4.00s
0.95 3.05 Curb to Curb Turning Radius 5.750m
ADVICE ONLY Curb to Curb Turning Radius
Clearance Envelope
6.250m
0.300m Clearance Envelope 0.300m
3 November 2021
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 4 8 12 16 20m
TTM CONSULTING PTY LTD 17 -19 HOFMANN DR, NOOSAVILLE 20BRT0372 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:400 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE QLD 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE QLD 4003 20BRT0372-02 B
VEHICLE SWEPT PATH ANALYSIS
B 03-11-21 BASE PLAN REVISED AH TL SC
STOCKWELL DEVELOPMENT T: (07) 3327 9500 F: (07) 3327 9501 B85 & B99 DESIGN VEHICLE DATE SHEET
A 09-08-21 ORIGINAL ISSUE AH TL SC E: [email protected] W: www.ttmgroup.com.au 3 Nov 2021 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
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