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24-7-19 ttachment A - Traffic Engineering Response
18 July, 2019
Our File Ref: B18254TL002
Contact: Mark Booth
Ribarja Property
PO Box 592
MOOLOOLABA QLD 4557
Attention: Steve Walsh
RE: MEDICAL CENTRE – HOFMANN DRIVE, NOOSAVILLE
TRAFFIC ENGINEERING RESPONSE TO NOOSA COUNCIL
OUTSTANDING MATTERS NOTICE MCU19/0071 & RAL 19/0004
Lambert & Rehbein (SEQ) Pty Ltd has been commissioned by Ribarja Pty Ltd. to
undertake a Traffic Assessment of the proposed development of a Medical Centre
located on Hofmann Drive, Noosaville. The development site is formally described as
Lots 6/SP264847 & 7/SP264847.
Subsequent to the response to Noosa Council’s (NC) Information Request (28 February
2019), lodgement of the development application, NC has issued an Outstanding
Matters Notice (OMN) dated 2 July 2019. This letter responds to the relevant OMN
items insofar as they relate to traffic engineering.
Lambert & Rehbein response:
Item 1 & 2:
The existing easement has been widened from the existing left out exit only egress to
accommodate for left turn ingress for private vehicles and ambulance fleet. As
previously stated all service vehicles (MRV and HRV) will be instructed to enter via Rene
Street and exit via Rene Street or Hofmann Drive as previously allowed by the existing
access arrangements. Appropriate traffic control signs will be erected to notify that heavy
vehicles cannot use this access, with the exception of ambulances.
It is our view that this is a reasonable solution. Noting that the crossover is currently an
egress only and as such no existing tenant gaining access to the easement has any
expectation that trucks will gain access to the easement via Hofmann Drive.
It should be noted that other than this applications lots all other allotments attached to
this easement have been developed and the businesses are now fully operational,
except for Lot 4 which is intended to be an extension of the current business which
operates on Lot 5. All these businesses currently use the Rene Street access points for
entry to their premises. Exiting can currently be by either Rene Street or Hofmann Drive.
Therefore it can be concluded it is highly unlikely that MRV and HRV vehicles would
want to gain access to these businesses using the Hofmann Drive access point. Using
the Hofmann drive access would incur extra time, extra travel and be more difficult than
that what is already in use and is designed for MRV & HRV vehicle usage.
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Page 2
18 July, 201 -2-
Our File Ref: B18254TL002
Contact: Mark Booth
Under request from the Council’s Traffic Engineering Consultant, a swept path for an
entering HRV, as enclosed, has been completed to ensure a HRV can access the site if
the driver fails to acknowledge proposed signs and operational instructions.
It should be noted that the design team looked to increase the verge around the fire
hydrant booster, as requested, but any significant widening would encroach into the
existing easement that is required to be free of obstructions.
Additionally the design team looked to reduce the flair at the egress, as requested by the
Council’s Traffic Engineering Consultant. The geometry of the existing access easement
as it moves to the east results in a construing approach at the cross over. To reduce the
flair, the truck would effectively need to “straight line” the easement and traveling into on-
coming traffic.
The Ambulance Bay width has been reduced as requested to increase manoeuvring
area for the extremely rare occasion (but not expected) a HRV enters the site from
Hofmann Drive.
Swept path of an exiting HRV has been reassessed without the use of “turn wheels from
stop”, as requested.
Item 3 & 8:
The adjoining property owner has agreed to an easement over the front of the building
as not to construct or in any way block the view of the current easement road way.
Documentation of such agreement to be provided by others. We recommend that this
easement, highlighted via red in Figure -1, be clear of all fixed permanent obstructions.
The location of the access allows for at least 29m of sight distance that meets desirable
sight distance, as required by AS2890.1, at access driveway exits for 20km/hr speed
environments.
Figure -1 Proposed Easement Restriction
Page 3
18 July, 201 -3-
Our File Ref: B18254TL002
Contact: Mark Booth
It is noted that a single car park is located adjacent to the property boundary. When
occupied, motorists will need to exercise caution to sight oncoming vehicles which is not
uncommon at access points with street parking adjacent to access driveways. We note
that there is sufficient width available for vehicle to nudge forward to observe any
westbound traffic.
A bollard surrounded by kerbing and line marking will be installed to provide guidance to
an entering vehicle, to ensure a motorist does not turn through the car park when
unoccupied.
Item 5:
The proposed geometry of the internal carpark intersection, where the ramp to/from
ground level interacts with the basement parking level, has been altered to improve the
sight line from the driver of a vehicle coming down from the ground staff only car park
level and attempting to exit the car park. Line marking will be installed similar to a
modified priority T-intersection to allow visiting patrons ‘right of way’, as illustrated in the
enclosed layout plans.
In regards to an assessment of visitor parking demand, the current 135 car and 20
motorcycle visitor parking spaces provides parking on average for 7 visitors per tenancy
at any time. Due to the duration of stay, and likely limited practitioners per tenancy, it is
our view that this is sufficient provisions of parking for the proposed use.
It should be noted that the proposed parking provide sufficient car parking to
accommodate the number and type of vehicles likely to be generated by the uses on the
site as per Council’s requirements as outlined in previous documentation.
Item 13:
The proposed new loading zones adjacent to the building have been widened to 3.5m as
requested to accommodate delivery vehicles. The loading zone on the northern
boundary will be for ‘patient drop off only’ and signed accordingly.
Yours faithfully
For and on behalf of
LAMBERT & REHBEIN (SEQ) PTY LTD
M.S.BOOTH BE(Civil)
SENIOR TRAFFIC ENGINEER
TRANSPORT & INFRASTRUCTURE
Enc: Enclosure 1 – Site Layout
Enclosure 2 - Swept Path Analysis
Page 4
PYLON SIGNAGE TO
COMPLY WITH NOOSA
GROUND FLOOR PLAN A
DA-31.10
B
DA-31.10
PYLON SIGN COUNCIL ADVERTISING C
DA-31.10
PYLON SIGN
(OPTION 1) DEVICES CODE (OPTION 2)
ENTRY AND GREEN FORECOURT
TH DEEP PLANTING
TPA
250
O
ZONE - BIO
MIN
F O
0
PARKING SCHEDULE (CARS)
.
EXISTING TREE
RETENTION
Bay Length Bay Width Description Count
DRIVE
MANN
HOF
BASEMENT
FIRE HYDRANT
5000 2300 Carpark Bay 4 HT SHRUBS
BOOSTER LOW HEIG
5400 2600 Carpark Bay 126 ADJUSTED BOUNDARY DROP OFF
3380
F
5400 2600 Disabled Carpark Bay 5 DROP OF
AREA 85m²
BASEMENT: 135
2135
GROUND FLOOR EXISTING TREE
AS E ME NT
5000 2300 Carpark Bay 2 G E
8000
TIN
5400 2600 Carpark Bay 64
LINE OF EXIS
21642
5400 2600 Disabled Carpark Bay 1 SITE ACCESS
H DA-30.10
6200 2100 Drop-Off Carpark Bay 4 FOOTPAT
FOOTPATH
7000 3500 Drop-Off Carpark Bay 2
MOBILE GENERATOR
1
E M E NT
BICYCLE STORE S
W EA
GROUND FLOOR: 73
(10 BAYS) LOCATION E F/ E
LEVEL 1 OF N F
P O ZON
LINE
BOLLARD 29
10502
O
5000 2300 Carpark Bay 4 DR DING OOF OVER
18.07.2019
TRANSFORMER A LINE OF R
5400 2600 Carpark Bay 68 FO LO
OT
5400 2600 Disabled Carpark Bay 1
FOR STORM WATER PROTECTION
LINE OF ROOF OVER
P AT
LEVEL 1: 73 H FF
AMBULANCE DROP-O
1:100 SLOPE UP
Grand total: 281
STAIRS
WASH WASTE LOADING
360L BINS
BIN STORE BAY VEHICLES: SIDE
7016 STAIRS 240L BINS
LOADER V SERIES
VEHICLE LENGTH 10250
SECURE
FUTURE VEHICLE HEIGHT 3800
A
WASTE
8000
STORE
GREEN ZONE TENANCY 2
WASTE -
LOADING DOCK A: SIDE LOADING
TENANCY 1 159.03 m² REFUSE TRUCK
157.07 m² B
1100L BINS
102.80 m²
B: REAR LOADING
REFUSE TRUCK
REHABILITATION MEDICAL
CENTRE CENTRE
421.19 m² 835.45 m² 15044
FOYER LIFT
DA-30.10 173.76 m²
2
RL 5.80 m
BIO LIFT
RETENTION
1:8 SLOPE DOWN
TO BASEMENT
HYDROTHERAPY EXISTING
1000 6016
POOL
BUILDING
HYDROTHERAPY
FUTURE 213.69 m² STAIRS
DEVELOPMENT OFFICE LOCKERS
CHANGE CHANGE ELECT. COMMS
ROOM ROOM 9.15 m²
7.38 m² DA-30.10
K STAIRS 4
CARE TAKER STUDENT HUB COVERED
STAIRS UNIT TENANCY INTERNAL COURTYARD INTERNAL COURTYARD
6000
6000
OUTDOOR
43.59 m² 48.82 m² AND RAISED PLANTERS AND RAISED PLANTERS
51.26 m² AREA
D D
DA-31.11 FIRE CIRCULATION FOR DA-31.11
1000
1000
OUTDOOR WALKWAY OUTDOOR WALKWAY CARPARK & ACCESS
5400
FIRE EXIT
MOTOR CYCLE
PARKING 2600
8000
6460
6460
2600
3219 2300 2600
7890
SMALL
5400
5400
CAR
TURNING
BAY
FIRE EXIT
SMALL
5440
CAR RAMP UP FROM BASEMENT RAMP UP TO LEVEL 1
E APPROX. 1: 8 APPROX. 1: 8
E
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
DA-31.10 DA-31.10 DA-31.10
INDUSTRIAL ZONE
0 2 4 6 10 20 m
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
GROUND FLOOR PLAN
Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD Dimensions take precedence over
[email protected]
1 : 200 @ A1 Rev.29
scaling. Do not measure off drawings
as print sizes may vary 128 Robertson Street
Fortitude Valley REVISED DA
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.20A 18.07.2019
Page 5
LEVEL 1
TENANCIES
PARKING SCHEDULE (CARS)
Bay Length Bay Width Description Count
A B C
DA-31.10 DA-31.10 DA-31.10
BASEMENT
5000 2300 Carpark Bay 4
RI VE
5400 2600 Carpark Bay 126
NN D
5400 2600 Disabled Carpark Bay 5
OF MA
BASEMENT: 135
GROUND FLOOR 18
H
11.07.2019
5000 2300 Carpark Bay 2
18627
5400 2600 Carpark Bay 64
SIT
16682
5400 2600 Disabled Carpark Bay 1
NT EA
6200 2100 Drop-Off Carpark Bay 4 DA-30.10
E A S E ME CCE
7000 3500 Drop-Off Carpark Bay 2 SS
1
GROUND FLOOR: 73
LEVEL 1
7108
5000 2300 Carpark Bay 4 IMILAR
OF OR S
5400 2600 Carpark Bay 68 GLASS RO
5400 2600 Disabled Carpark Bay 1
LEVEL 1: 73 BALCONY
Grand total: 281 BALCONY
BALCONY
BALCONY STAIRS
1600
FUTURE STAIRS
PATHOLOGY + 1600
GREEN ZONE CONSULTATION
72.64 m² RADIOLOGY 1
TENANCY 3
132.44 m² VOID
221.70 m²
TENANCY 4
229.52 m² VOID
RECEPTION /
WAITING
50.01 m²
1600
1600
LIFT
DA-30.10 CONSULTATION CONSULTATION 1600
2 41.83 m² 46.90 m²
1600
RL 9.00 m
TENANCY 5 LIFT
276.51 m² RADIOLOGY 2
167.70 m² EXISTING
TENANCY 6
BUILDING
120.78 m² RADIOLOGY 5
109.21 m²
STAIRS
OUTDOOR BRIDGE
ELECT. COMMS.
1600
1600
7 m² 8 m² DA-30.10
STAIRS 4
FUTURE STAIRS
TENANCY 7 RADIOLOGY 4 RADIOLOGY 3
7000
7000
VOID VOID 57.45 m² 68.59 m²
DEVELOPMENT D 157.37 m² D
DA-31.11 DA-31.11
AC PLANT TURNING
5400
5400
AC PLANT BAY
SMALL SMALL
CAR CAR
POSSIBLE CARPARK ROOF AT A FUTURE STAGE POSSIBLE CARPARK ROOF AT A FUTURE STAGE 2600 2300 2300 3818
8000
6460
6460
3219 2300 2600 2600 2600
SMALL
5400
5400
5400
CAR
5000
TURNING
BAY
SMALL
5400
CAR RAMP UP FROM GROUND LEVEL
E VOID E
2700
APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
INDUSTRIAL ZONE DA-31.10 DA-31.10 DA-31.10
0 2 4 6 10 20 m
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
LEVEL 1 PLAN
Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD Dimensions take precedence over
[email protected]
1 : 200 @ A1 Rev.18
scaling. Do not measure off drawings
as print sizes may vary 128 Robertson Street
Fortitude Valley Revision 34
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.21 11.07.2019
Page 6
BASEMENT
CARPARK
PARKING SCHEDULE (CARS) PARKING SCHEDULE (MOTORCYCLES)
Bay Length Bay Width Description Count Description Count
BASEMENT BASEMENT
5000 2300 Carpark Bay 4 Motorcycle Bay 20
5400 2600 Carpark Bay 126 BASEMENT: 20
5400 2600 Disabled Carpark Bay 5 GROUND FLOOR
BASEMENT: 135 Motorcycle Bay 15
GROUND FLOOR GROUND FLOOR: 15
5000 2300 Carpark Bay 2 LEVEL 1
5400 2600 Carpark Bay 64 Motorcycle Bay 11
5400 2600 Disabled Carpark Bay 1 LEVEL 1: 11
6200 2100 Drop-Off Carpark Bay 4 Grand total: 46 DA-30.10
7000 3500 Drop-Off Carpark Bay 2 1
GROUND FLOOR: 73
LEVEL 1
5000 2300 Carpark Bay 4
5400 2600 Carpark Bay 68
5400 2600 Disabled Carpark Bay 1 BICYCLE PARKING TO R
ILDING OVE
LEVEL 1: 73
AS/NZS 2890.3 2015 LINE OF BU
Grand total: 281 LINE OF BUILDING OV
ER 2600
300 2300 2600
PEDESTRIAN ZONE / NON VEHICLE AREA
STAIRS
BUILDING
SMALL SERVICES
CAR
5400
SERVICES AND
WATER
STORAGE
6200
6200
5400
2600
5400
LIFT
DA-30.10
2 CHAINLINK FENCE
LIFT
BICYCLE STORE (72 BAYS)
HYDROTHERAPY POOL LOBBY
PLANT/STORE
2600
82.16 m² RAMP FROM
END OF TRIP (F) END OF TRIP (M) GROUND LEVEL
5400 6200 5400 5400 6200 5400
STAIRS
5400
RL 2.80 m
DA-30.10
STAIRS 4
2600 2600 2600
STAIRS
7400
7400
FUTURE
DEVELOPMENT MOTOR
CYCLE
PARKING
5400
21
17.07.2019
5400
SMALL SMALL MOTOR CYCLE
CAR CAR PARKING
2600
2600
6200
6200
300 2300
SMALL CAR
ACCESS
CONTROL
5400
RAMP UP TO
SERVICES GROUND LEVEL
BOOM
STAIRS GATES
3 CARETAKER STORE
UNDER RAMP
INDUSTRIAL ZONE DA-30.10
0 2 4 6 10 20 m
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
BASEMENT FLOOR PLAN
Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD Dimensions take precedence over
[email protected]
1 : 200 @ A1 Rev.21
scaling. Do not measure off drawings
as print sizes may vary 128 Robertson Street
Fortitude Valley REVISED DA
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.10 17.07.2019
Page 7
A B
DA-31.10 DA-31.10
A TH
250
OTP
MIN
FO
0
.
EXISTING TREE
R IVE
NN D
O F M A
H FIRE HYDRANT
BOOSTER LOW HEIG
HT SHRUB
S
3380
F
DROP OF
2135
EXISTING TREE
AS EME NT
TIN G E
LINE OF EXIS
H DA-30.10
FOOTPAT
1
M EN T
CYCLE STORE MOBILE GENERATOR
EA S E
(10 BAYS) LOCATION
NE W /
FF NE
LIN E OF O
OP ZO
10502
DR DING
RANSFORMER A
FO
O LO
LINE OF ROOF OVER TP
AT
H
FF
AMBULANCE DROP-O
360L BINS
UP
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Page 8
HT SHRUBS
LOW HEIG 2500
3380 DROP OFF MIN.
F
DROP OF
2135
SEMEN T
E A
8000
X ISTIN G
OF E
LINE
21642
SITE ACCESS
DA-30.10
FOOTPATH
1
M E N T
EA SE
E W F/ E
OF N F
P O ZON
LINE
BOLLARD
O
DR DING O OF OVER
A LINE OF R
LO
FOR STORM WATER PROTECTION
FF
AMBULANCE DROP-O UP
1:100 SLOPE UP
STAIRS
WASH WASTE LOADING
360L BINS
BIN STORE BAY VEHICLES: SIDE
240L BINS
LOADER V SERIES
VEHICLE LENGTH 10250
SECURE A
WASTE VEHICLE HEIGHT 3800
8000
STORE
WASTE -
LOADING DOCK A: SIDE LOADING
B 159.03 m² REFUSE TRUCK
1100L BINS
B: REAR LOADING
REFUSE TRUCK
MEDICAL
CENTRE
835.45 m² 15044
FOYER LIFT
173.76 m²
UP RL 5.80 m
LIFT
1:8 SLOPE DOWN
TO BASEMENT
EXISTING
UP
BUILDING
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Page 9
LIFT
CHAINLINK FENCE
LIFT
BICYCLE STORE (72 BAYS)
LOBBY
UP 82.16 m² RAMP FROM
END OF TRIP (M) GROUND LEVEL
5400 6200 5400
STAIRS
RL 2.80 m
DA-30.10
STAIRS 4
2600 2600 2600
7400
UP
MOTOR
CYCLE
PARKING
SMALL SMALL MOTOR CYCLE
CAR CAR PARKING
PEDESTRIAN ZONE / NON VE
6200
ACCESS
CONTROL
RAMP UP TO
GROUND LEVEL
BOOM
STAIRS GATES
3 CARETAKER STORE
UNDER RAMP
USTRIAL ZONE DA-30.10
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS