4.2 Pedestrian Sight Lines 4.3 Bicycle Parking

Transcrição

Traffic and Transport Assessment
Lindrum Tower
4.2
Pedestrian Sight Lines
The Melboume Planning Scheme, and Figure 3.3 of the Australian Standard, indicate the required minimum
sight lines for pedestrian safety at a car park exit point, suggesting sight triangles of 2.0m wide by 2.5m long
on each side of the driveway.
Furthermore, the Planning Scheme allows for the splay area to be at least 50% clear of obstructions,
therefore, the introduction of columns or other obstructions within the splay is considered acceptable,
providing the splay is at least 50% clear of these obstructions.
Whilst vehicle access to Spark Lane from the subject site does not provide clear sight requirements in
accordance with the Planning Scheme, the proposal is considered to be adequate given that vehicle and
pedestrian interaction is likely to be minimal and vehicles exiting the subject site will be travelling at low
speeds given the function of the roller door and restricted aisle length.
4.3
Bicycle Parking and Access
The bicycle parking design has been assessed against the requirements of Clause 52.34 of the Melboume
Planning Scheme and the Australian Standard for Bicycle parking facilities (AS 2890.3).
A bicycle storage area is proposed to be provided on the basement level. It is recommended that bicycle
parking be supplied via a vertical rack, whereby the Ned Kelly" product type is recommended. The product
data sheet for the Ned Kdly" bike park is attached within Appendix B.
The recommended layout of Ned Kelly' racks would require sufficient access areas for manoeuvring bikes
into and out of spaces, including an aisle width of 1.5 metres at a distance of 1.2 metres from the wall
containing the 'Ned Kelly' bike racks.
4.4
Motorcycle Parking
The motorcycle parking areas have been assessed against the requirements of the Australian Standard for
off-street car parking (AS/NZS 2890.1).
One (1) motorcycle parking space is provided in accordance with the minimum dimension requirements of
the Australian Standard, being 1.2m wide and 2.5m long.
4.5
Garbage Collection
The garbage collection vehicle will access Spark Lane from Flinders Street in a forwards direction and then
exit Spark Lane onto Flinders Street in aforwardsdirection. Furthermore, bins will be transferred between
the bin room and Spark Lane by the waste jockeys during collection. A separate door is provided to facilitate
bin transfer between the bin storage area and Spark Lane.
Swept paths illustrating access of the garbage collection vehicle are shown in Appendix A.
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Lindrum Tower
Loading Considerations
Clause 52.07 of the Melboume Planning Scheme outlines the requirements for the loading and unloading of
vehicles. It specifies that:
> No building or works may be constructed for the manufacture, semcing, storage or sale of goods or
materials unless:
-
Space is provided on the land for loading and unloading vehicles as specified in Table 5 - 1 ;
-
The driveway to the loading bay is at least 3.6 metres wide;
-
The driveway that provides access to the loading bay is at least 3.6 metres wide.
-
A permit may be granted to reduce or waive these requirements if either
-
The land area is insufficient; or
-
Adequate provision is made for loading and unloading vehicles to the satisfaction of the responsible
authority.
Table 5-1
Planning Scheme Loading Requirements - Clause 52.07
Floor Area of Building
Minimum Loading Bay Dimensions
2,600 m or less in single operation
Area
27.4 m
Length
7.6 m
Width
3.6 m
2
Height clearance
For every additional 1,800 m or part
2
Additional 18 m
2
4.0 m
2
Considering the above, the restaurant and bar components generate a requirement for a loading area.
Whilst the proposed on-site loading bay is less than the minimum dimensional requirements of the Planning
Scheme, there is adequate provision for loading and unloading of vehicles to occur within Spark Lane.
The loading zone accessed from Spark Lane will be utilised for the loading requirements for the commercial
uses of the development in cases where the on-site loading bay is inadequate.
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^J*y
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Lindrum Tower
Motorcycle Parking Considerations
Schedule 1 to the Parking Overiay of the Melboume Planning Scheme specifies the parking requirements for
developments within the Capital City Zone - Outside the Retail Core, within which the subject site is located.
The schedule requires that:
"All buildings that provide on-site car parking must provide motor-cycle parking for the use of occupants and
visitors, at a minimum rate of one motor-cycle parking space for every 100 car parking spaces, unless the
responsible authority is satisfied that a lesser number is sufficient."
Based on the above, the proposed development generates a requirement for 1 motor-cycle parking space.
The provision of one space satisfies the Planning Scheme requirements, and is therefore considered to be
appropriate.
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Lindrum Tower
Bicycle Parking Considerations
Clause 52.34 of the Melbourne Planning Scheme specifies the following bicycle parking provision
requirements with regard to the different components of the proposed development.
Table 7-1
Planning Scheme Bicycle Parking Requirements - Clause 52.34
Component
Area/No
Requirement
Dwelling
143
1 space per 5 dwellings for residents
1 space per 10 dwellings for visitors
Hotel
83
1 to each 40 rooms for employees
Total
29
14
31
14
- Employees/Residents
- Visitors
Clause 52.34 of the Planning Scheme indicates a requirement for the provision of a total 45 bicycle parking
spaces comprising 29 resident spaces, 2 employee spaces and 14 residential visitor spaces.
The bike storage area within the lower basement level proposes not less than 45 bicycle parking spaces,
which satisfies or exceeds the requirements of the Planning Scheme.
Furthermore, the provision of visitor bicycle parking within the basement parking area is considered to be
acceptable, with visitors able to contact the resident to gain access to the basement parking area. The
provision of combined resident and visitor parking areas also provides flexibility in the usage of the parking
spaces, increasing the effective supply of bicycle parking, whilst providing more secure bicycle parking fewvisitors.
Nevertheless, the Melboume Bike Share offers the opportunity for visitors, particularly those to the proposals
hotel, to access a bicycle.
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Lindrum Tower
8
Car Parking Considerations
8.1
Statutory Car Parking Requirements
8.1.1
Planning Scheme - Schedule 1 to the Parking Overlay
Schedule 1 to the Parking Overiay of the Melboume Planning Scheme specifies the car parking rates for
various uses within the Capital City Zone, within which the subject site is located.
The schedule specifies that where a site is wholly for dwellings, the number of spaces for each dwelling must
not exceed one (1).
Whilst it is acknowledged that the proposed development includes uses including a small bar and restaurant,
these are anticipated to operate as ancillary uses to the hotel and residential apartments. Furthermore, given
maximum parking requirements apply, this approach is considered to provide a conservative assessment.
8.1.2
Car Parking Reguirements
Schedule 1 to the Parking Overiay specifies a maximum parking requirement for dwellings, which constitute
both the residential apartments and hotel rooms of the development.
As 143 residential apartments and 83 hotel rooms are proposed, the proposal features a total provision of
226 dwellings.
Therefore, a maximum provision of 226 car parking spaces are possible in accordance with the Melboume
Planning Scheme.
8.2
Proposed Car Parking Provision
A total car parking provision of 60 spaces is proposed which is well within the maximum parking
requirements stipulated by the Melboume Planning Scheme.
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Lindrum Tower
Traffic Considerations
9.1
Traffic Generation
9.1.1
Residential Apartments
Case study data held by Cardno and other consultants suggests very low traffic generation rates for inner
Melboume CAD residential development sites. Traffic generation rates sourced for Eureka Tower and
Freshwater Place in September 2008 are provided within Table 9-1 for the A M and PM peak hours. It is
noted that both developments had parking allocations in excess of 1 space per apartment.
Table 9-1
Traffic Generation Rates for Inner Melbourne CAD Apartment Developments
Parking Provision Rate
Location
Eureka Tower
| 1.3 spaces/apartment
Freshwater Place
1 4 spaces/apartment
Average
1.35 spaces/apartment
AM Peak Hour
PM Peak Hour
0.14 movements/dwelling
O i l movements/dwelling
The above rates are considered to be representative of the expected traffic generation of the residential
component of the proposal.
9.1.2
Total Traffic Generation
The 60 apartments which are allocated a car parking space are expected to generate 0.12 vehicle
movements during the peak hour.
Therefore in each of the peak hours a traffic generation of up to 7 vehicle movements is anticipated. This
level of traffic generation is low in traffic engineering terms and is expected to have no significant effect on
the surrounding road network.
9.1.3
Traffic Distribution
For the purposes of this assessment, it is anticipated that traffic generated by the residential development
will be split 20% / 80%, to / from the site during the morning peak hour, and 60% / 4 0 % to / from the site
during the afternoon peak hour.
The anticipated traffic generation volumes are shown in Table 9-2.
Table 9-2
Total Traffic Generation
Peak Period
Inbound
AM Peak Hour
1
PM Peak Hour
4
Outbound
9.2
Mechanical Car Parking System Operation
9.2.1
General
Fifty-eight (58) parking spaces will be housed within a mechanical lift system which transfers vehicles from
the ground level to car spaces within a parking system above ground level automatically.
The system is known as Multiparker 720 developed by Wohr and does not require ramps or car parking
aisles to access car spaces. Lifts and a combination of platforms move vehicles to and from car spaces
automatically.
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Lindrum Tower
9.2.2
Method
9.2.2.1
Step 1-Entry
Upon entering the site via Spark Lane, motorists activate the parking system using a remote control or
similar to call the system and open the lift door which provides access to the transfer area. The driver is
guided by a text display and a wall minor. The vehicle pallet includes wheel troughs to aid in aligning the
vehicle, which is also assisted by a laser guidance system.
9.2.2.2
Sfep 2 - Driver Exits Vehicle
Once the vehicle is in place, the driver exits the vehicle and confirms the parking procedure at the operating
terminal, the door is closed and laser scanners on the ceiling of the transfer area confirm the car is
positioned conectly.
9.2.2.3
Sfep 3 - Parking
The car is raised to the level above by the vertical lift where the occupied pallet is transfened to the storage
and retrieval unit (SRU) and replaced with an empty pallet. The SRU moves the vehicle to the selected
storage rack while the lift moves the empty pallet into the transfer area ready to take another vehicle.
9.2.2.4
Step 4- Departing
Upon departure, the motorist calls the car from the control panel adjacent to the lift door. The system
retrieves the vehicle by using the SRU and vertical lift to move it back to the transfer area where the driver is
able to enter the car and drive out in a forwards direction.
Pictures of a similar system in Madrid are provided in Figure 9-1.
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Cardno'
Lindrum Tower
Figure 9-1 Car Parking System
Vehicle transferred to SRU
Retrieval |
24 June 2015
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Undrum Tower
9.2.3
Car Lift (Transfer Area) Queuing
It is projected that during the peak hour, a total of 7 vehicles will require use of the system, with a mixture of
inbound and outbound movements albeit a bias to departures in the morning and a general bias towards
arrivals in the evening.
It is noted the system can be programmed to have a bias toward outbound traffic in the AM peak and
inbound traffic in the PM peak.
It is understood that the system can park approximately 24 vehicles per hour whilst it is operating with one
cabin as is proposed.
In the afternoon peak hour, four (4) cars are projected to park per hour, which equates to utilising 17% of the
available capacity of the lift system leaving the remaining time available for vehicles departing. It is expected
that this level of usage is within the capacity of the system and will not result in undue queuing occurring
within the site or Spark Lane.
A warning lighting system will alert motorists that the lift is in use by a departing motorist, depending on the
colour illuminated, facilitating the conect positioning of inbound waiting vehicles.
A parking bay is proposed in order for motorists to unload their vehicle prior to entering the car lift. In the
event that the lift is in use when a vehicle arrives, the parking bay will allow for a vehicle to wait whilst
keeping a passage clear for the departing vehicle. Generally however, it is anticipated that the inbound
vehicle would wait in the access aisle, and an outbound vehicle would pass it. Statistical analysis indicates
that an inbound and outbound vehicle have a probability of encountering one another on 0.007 and 0.013 of
accessing during the AM and PM peaks respectively. This indicates that vehicles will not have to pass on
most occasions.
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10
Cardno
Lindrum Tower
Conclusions
Based on the foregoing analysis it is concluded that;
> It is proposed to redevelop the site for the purpose of a mixed use development containing 143 residential
apartments and 83 hotel rooms;
> It is proposed to provide a total of 60 car parking spaces, well within the maximum requirements of
Schedule 1 to the Parking Overlay of the Melbourne Planning Scheme;
> The car park and access design has been assessed in accordance with the requirements of Clause 52.06
of the Melboume Planning Scheme and the Australian Standard for Off-street car parking
(AS/NZS2890.1);
> Loading operations of the sites commercial components are proposed to be undertaken in either the onsite loading bay or within the loading zones at Flinders Street or Spark Lane;
> The provision of one motorcycle parking space satisfies the requirements of Schedule 1 to the Parking
Overlay of the Melboume Planning Scheme;
> The proposed provision of not less than 45 bicycle parking spaces on-site for residents, employees and
visitors satisfies the requirements of Clause 52.34 of the Melbourne Planning Scheme; and
> The proposed development is expected to generate up to 7 vehicle movements during the AM and PM
peak hour periods. This level of traffic is low in traffic engineering terms and is expected to have no
significant effect on traffic conditions.
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Lindrum Tower
APPENDIX
A
SWEPT PATHS
^J"^
Cardno
Shaping the Future
C r y
Cantno
/
SPARK LANE
SPARK LANE
MEIWAV REF MAP I f Jt
B « CAR SWEPT PATH
o.jm
B9» CAR SWEPT PATH
O.Jp CLEARANCE SHOWN
CLEARANCE SHOWN
INGRESS MOVEMENTS
EGRESS MOVEMENTS
DESIGN VEHICLE
5 20
095
3.05
CAR
meters
' 34
CG150472SK01 PI • LINDRUM TOWER - 26-30 FLINDERS STREET. MELBOURNE
B99 CAR SWEPT PATH ANALYSIS - 0.3m CLEARANCE SHOWN - CAR LIFT
SCALE-11300ttA3 D A T E - 2 4 ^ 0 1 8
Trock
Lock to Lock Time
Steering Angle
6.0
53 !
^J*)
SPARK LANE
Cardno
SPARK LANE
M£LWA» REF MAP 2F Jt
B«5 CAR SWEPT PATH
0.3m CLEARANCE SHOWN
BBS CAR SWEPT PATH
0.3m CLEARANCE SHOWN
EGRESS MOVEMENTS
DESIGN VEHICLE
0.92
CG150472SK02 PI - LINDRUM TOWER - 26-30 FLINDERS STREET. MELBOURNE
885 CAR SWEPT PATH ANALYSIS - 0.3m CLEARANCE SHOWN - DISABLED SPACE
SCALE -1:2001> A3 DATE - 2441frJP1S
2,80
B85
meters
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
1.87
1.77
6.0
34.0
Cardno
Shwln.ll.hM.
SPARK LANE
HELWAr REF HAP 2F 14
<..6« V£tTB» C»R SW€PT PATH
0.3pn CLEARANCE SHOWN
VECIRA CAR SWEPT PATH
(1.3m CLEARANCE SHOWN
INGRESS MOVEMENTS
EGRESS MOVEMENTS
DESIGN VEHICLE
A.60
Q.90
4,6m
CG15O472SK03 PI - LINDRUM TOWER - 26-30 FLINDERS STREET. MELBOURNE
4.6m VECTRA CAR SWEPT PATH ANALYSIS - 0.3m CLEARANCE SHOWN - SMALL CAR SPACE
SCALE-1^00 a A3 D A T E - i * J » J 0 1 5
2.70
Vectro
Width
Track
Lock to Lock Time
Steering Angle
meters
' 80
1 53
(: 0
58 9
^J^)
Cardno
I
MELWAY REF MAP Xf U
6.35»> WASTEWISE VEHICLE SWEPT PATH0.5m CLEARANCE SHOWN
INGRESS MOVEMENTS
EGRESS MOVEMENTS
DESIGN VEHICLE
6.35
0.98
3.40
WASTEWISE
CG150472$KO4 PI • LINDRUM TOWER - 26-30 FLINDERS STREET. MELBOURNE
6.35m WASTEWISE VEHICLE SWEPT PATH ANALYSIS - 0.5m CLEARANCE SHOWN - GARBAGE COLLECTION
SCAL£ -1:200 O A3 DATE - 24-Q6-2Q1fl
6.55*^
Width
Track
Lock to Lock Time
Steering Angle
: 1.85
. 1 85
: 6,0
40.0
C r y
FLINDERS STREET
INGRESS MOVEMENTS
EGRESS MOVEMENTS
DESIGN VEHICLE
6.35
0.98
3.40
WASTEWISE 6.36.1^5
CG150472SK05 PI - LINDRUM TOWER - 26-30 FLINDERS STREET. MELBOURNE
6.35m WASTEWISE VEHICLE SWEPT PATH ANALYSIS - 0.5m CLEARANCE SHOWN - GARBAGE COLLECTION
S C A L E - 1 J 0 0 1 » M DATE - 24-06-2015
Width
Track
Lock to Lock Time
Steering Angle
;
;
:
:
1.85
1.85
6.0
40.0
Cortina
Lindrum Tower
APPENDIX
B
BICYCLE PARKING PRODUCT SHEET
Shaping Die Future
'Ned Kelly™'
bicycle parking rail
\ Bike
Parking
Experts
Ned Kelly - Support Prongs
Ned Kelly - Specifications
Material Options
Powder Coat steel
Duragal - Zinc Electroplated
304 Grade Stainless
316 Grade Stainless
Recommended fasteners
Zinc plated dynabolts
Stainless Steel dynabolts
Fixing Options
Sheamut Fasteners
Ned Kelly - Suggested Layout
P r e f e r r e d Lift M e t h o d
Bicycle footprint
1200mm max
Egress 1500mm
Options and base plate details
Bolt On base plate
Colours Options
Satin Black
Custom Steel framework
Signage
BIKE
PARKING
Palladium Silver Pearl
The Ned Kelly parking rail is a registered design and Trademark name of the Bike Parking Experts.
Address
Phone-Fax
Email-Web
Company Details
_ * V_ •
Level 10
446 Collins Street
Melboume VIC 3000
Sales 1300 PARK ME
(1300 727 563)
Fax (03) 8636 8800
[email protected]
MMMMBUBDJU
Bicycle Victoria Inc.
ABN 41 026 835
903
OCQXID
blcyclevictoria
O
Bike
Parking
Exnerts
Bike Parking Experts
Comparison of Ned Kelly Hanging Rail and other hanging rails
Other Hanging Rails
Ned Kelly™ Hanging Rail
Bike is supported by lateral
pressure on spokes, which
may cause damage
Bike is safely
supported by rim
Straight design means
that the forks rest on the
rail, which may cause
damage to bike and rail
Proprietary design
allows forks of bike to
clear the rail safely
•
S a m 1300 727 S63
L«v*l 4. 246 Bourk. St
Pax .03; 8636 8800
M . l b o u m . VIC 3000
Company Dalallt
Pi
Bik* Parking E .p«ns
parkii
ABN 41 026 635 903
U w p a M n g com au
Framing System
Ned Kelly
Bike
parking
Experts
Framing Example
Framing Specifications
Materials
Horizontal 40mm hollow section
Vertical 50mm hollow section
Recommended fasteners
Tek screws 14 mm x 25 mm
Coach bolts 10 mm x 65 mm
Dyna bolts 10 mm x 50 mm
Finishing option
Duragal*
Hot dip galvanised
Power coating
Freestanding f r a m i n g
2750 mm external width
Double Sided
Configuration
Framing available in 5, 6 or 7 bikes
per span, with variable spacing
1500mm Minimum
Egress Corridor
Wall / C o l u m n M o u n t
Floor Mount
Alternative
uprights
Mailing Address
PC Box 426
Collins St West Vic 8007
Phone - Fax
Sales 1300 PARK ME
1300 (727 563)
Fax (03) 8636 8800
1200mm Bicyde
Footprint
N e d K e l l y / S t e a d y Rack M o u n t i n g
Tekscrews fix
bottom plate
of rail to
framing
lo allow
accurate
perpendicular
alignment
Dynabolts
or similar
Street Address
10/446 Collins Street
Melboume VIC 3000
Single Sided
Configuration
Email • Web
[email protected]
bikeparkinq.com.au
Company Details
Bicyde Victoria Inc
ABN 41 026 835 903
Iv
\
Nut and bolt
passes
through
pred rilled
hole at top
CXDXID O
blcyclevictoria
Lindrum Tower
APPENDIX
c
MULTIPARKER 720 PRODUCT SHEET
Shaping the Future
Datenblatt | Data Sheet
Multiparker 710/720/730
Bitte beachten Sie die separaten Technischen Hinweise! I Please observe the separate Technical Notes!
Der Multiparker nutzt clever die vorhandene Rache und bietet
Parkraum in verschiedenen Varianten.
The Multiparker utilizes clever and smart the available surface
and provides parking space with different variants.
AlsTurm- und/oder Schachtversion
As tower and/or pit version
Automatisches Parksystem zum Parken von 10 bis iiber
100 Autos
Automatically operated parking systems for 10 to more
than 100 cars
Variable Systemlange moglich
Variable system length available
Mehrreihige Anordnungsmoglichkeiten bis zu 2 Parkrelhen
hintereinander
Multiple row arrangement with up to 2 parking rows
behind each other
Sehranpassungstahig an individuelle Projektanfordenjngen
Well adaptable to individual project requirements
Sicherfurden Nutzerund Fahrzeug (keineengen Rampen,
dunkle Treppenhauser, keine Beschadigungen durch Parkkarambolagen Oder Diebstahl)
Safe for user and cars ( no narrow ramps, dark stairs, no
damage caused by theft or vandalism]
Ubergabestationen konnen flexibel angeordnet werden
Very fast access time by use of a quick-change pallet
system
Sehr schnelleZugriffszeiten aufgrund des Palettenschnellwechselsystems
Customazible arrangement of transfer area
No ramps and driving lanes
Keine raumintensiven Rampen und Fahrgassen erforderlich
No costly illumination and ventilation necessary
Keine aufwendige Beleuchtung. Beluftung notwendig
Different car heights possible, e.g. Vans, SUVs
Unterschiedliche Fahrzeughdhen moglich, z.B. fur Vans.
SUVs
For car weight up to 2.5 t, higher loads are possible after
consultation with WOHR
StandardmaBig fiir Fahrzeuggewicht bis zu 2,5 t, hohere
Belastung nach Rucksprache mit WOHR moglich
Easy operation with several control options, e.g. transponder chip or remote control
Vielseitige Bedienungsmbglichkeiten: vom Transponderchip
bis hin zur Funkfernsteuerung
Suitable for apartment- and office buildings and for public
parking
Geeignet tiirWohn- und Geschaftshauserund als bffentliches Parkhaus
Following the idea of "Green Parking"
Folgt der Idee von "Green Parking"
W O H R
Otto Wohr GmbH
Auto-Parksysteme
OlgrabenstraBe 14
7I292Friolzheim
Fon ^49 [01 7044 46-0
Fax •49|0|7044 44-149
www.woehr.de
InfosSwoehrde
Wirverdichten Parkraum
We compact parking space
01
Multiparker 710 | Turm-System fiir 2-8 Parkebenen | Tower system for 2-8 parking ievels
Parksystem fiir 2-8 Parkebenen Turmvariante
Parking system for 2-8 parking levels as tower variant
Langenausdehnung varlabel
Linear expansion variable (see dimension D on table below)
(siehe MaB D auf unten stehenderTabelle)
Variable arrangement of transfer area (see page 8)
Anordnung des Ubergabebereichs variabel (slehe Seite 8)
Fahrzeughohe variabel durch unterschiedlich hohe Parkebenen
Vehicles of various height can be parked thanks to parking levels of
various height
Mehrreihige Anordnung moglich (siehe Seite 8)
Multi-row arrangement (see page 8)
Pallettenschnellwechselsystem - kurze Zugriffszeiten
Quick-change pallet system - short access times
Integrierte Drehvorrichtung moglich (Option)
Integrated turning device possible (option)
Ubergabebereich (Ma8e ohne Drehvorrichtung)
Transfer area (dimensions without tuming device)
Parkebenen
Parking levels
2
3
4
5
6
7
B
Pkw-H6he
Car height
160
200
Stellplatze
pro Ebene*
Parking spaces
per level"
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
MaB A fiir 160 cm hohe Pkw
mit 1 Parkebenefiir 200 cm hohe Pkw
Dimension A for 160 cm high cars
with 1 parking level for 200cm high cars
476
669
662 ••••••
W7S
1268
1441
1654
MaB B
Dimension B
193
233
MaBC
Dimension C
213
253
Palettenbreite 230
Rasterbreite 255 cm
Pallet width 230
grid width 255 cm
Lange D | Length D
1790
2045
2300
2555
2810
3065
3320
3555
3830
4085
4340
4595
4850
5105
5360
Palettenbreite 220
Rasterbreite 245 cm
Pallet width 220
grid width 245 cm
Lange D | Length D
1730
1975
2220
2465
2710
2955
3200
3445
3690
3935
4180
4425
4670
4915
5160
Stellplatzanzahl verringert sich je nach Anzahl und Anordnung des
Ubergabebereichs
MaBe fiir Palettenbreite 220 Dimensions for pallet width 220
MaBe fiir Palettenbreite 230 Dimensions tor pallet width 230
g
3
() MaBe in Klammem beziehen sich auf ein Regalbediengerat
mit Drehvorrichtung.
() Dimensions in brackets for storage and retrieval unit with
turning device
g
fur die Steuerung muss in der Nahe des Ubergabebereichs ein Raum
(mind. Lange 240 cm x Breite 160 cm x Hohe 220 cm) zurVerfijgung stehen.
s
For the control unit, space (at least length 240cm x width 160cm x
height 220 cm) must be available near the transfer area.
The number of parking spaces depends on number and arrangement
of transfer areas
MaBe in cm
Dimensions in cm
Multiparker 710 | Schacht-System fiir 2 - 8 Parkebenen | Shaft system for 2 - 8 parking ieveis
Parksystem fiir 2-8 Parkebenen Schachtvariante
Parking system for 2-8 parking levels as shaft variant
Langenausdehnung variabel (siehe MaB D auf unten
stehenderTabelle)
Anordnung des Ubergabebereichs variabel (siehe Seite 8)
various height
••
Obergabebereich (MaBe ohne Drehvorrichtung)
Transfer area (dimensions without turning device)
MaB A fiir 160 cm hohe Pkw
mit 1 Parkebenefiir 200 cm hohe Pkw
Dimension A for 160 cm high cars
with 1 parking level for 200 cm high cars
MaB B
Dimension B
193
233
MaBC
Dimension C
213
253
Palettenbreite 230
Rasterbreite 255 cm
Pallet width 230
grid width 255 cm
Lange D** | Length D "
1880
2180
2435
2690
2990
3245
3500
3800
4055
4310
4610
4865
5120
5420
5675
5930
'
Dimensions for pallet width 220
() MaBe in Klammem beziehen sich auf ein Regalbediengerat
() Dimensions in brackets for storage and retrieval unit with
turning device
Fur die Steuerung muss in der Nahe des Ubergabebereichs ein Raum
(mind. Lange 240cm x Breite 160cm x Hohe 220cm) zurVerfiigung stehen.
For the control unit, space (at least length 240 cm x width 160 cm x
Palettenbreite 220
Rasterbreite 245 cm
Pallet width 220
grid width 245 cm
Lange D** | Length 0 "
1820
2110
2355
2600
2890
3135
3380
3670
3915
4160
4450
4695
4940
5230
5475
5720
Stellplatzanzahl verringert sich je nach Anzahl und Anordnung der
Vertikalfdrderer
Alle angegebenen MaBe der Lange D sind nur ein Beispiel und sind
abhangig von der Breite und Anzahl der benotigten Wandscheiben
of lifts
• All specified dimensions of length D are examples only and depend
on width and number of partitions walls
MaBe in cm
Dimensions in cm
03
•
K
1398
1205
1784
1591
992
799
WtttKM
••
Multiparker 720 | Turm-System fiir 4-20 Parkebenen | Tower system for 4-20 parking ievels
Parksystem tijr 4-20 Parkebenen Turmvariante
Langenausdehnung begrenzt auf max. 6 Stellplatze je Reihe
Anordnung des Obergabebereichs variabel (siehe Seite 8)
Parking system for 4-20 parking levels as tower variant
Linear expansion limited to max. 6 parking bays per row
various height
Ubergabebereich (MaBe ohne Drehvorrichtung)
Parkebenen
Parking levels
4
5
7
8
9
10
11
MaB 200 cm gilt fur 6 bzw. 8 Stellplatze je Ebene
MaB 250 cm gilt fur 10 bzw. 12 Stellplatzen je Ebene
Dimension 200 cm apply to 6 or 8 parking spaces per level
() MaBe in Klammern beziehen sich auf ein Regalbediengerat
() Dimensions in brackets for storage and rrtrwval unit with
turning device
13
14
15
16
17
18
19
20
Pkw Hohe
Car height
160
200
Stellplatze
pro Ebene"
Parking spaces
per level"
10
max. 12
MaB A fur
160 cm hohe Pkw
Dimension A for
160 cm high cars
832
1045
1238
1431
1624
1817
2030
2223
2416
2609
2802
3015
3208
3401
3594
3787
4000
MaB B
Dimension B
193
233
MaB A mit 2 Parkebenen
fiir 200 cm hohe Pkw
Dimension A with 2 parking
levels for 200 cm high cars
912
1125
1318
1511
1704
1897
2110
2303
2496
2689
2882
3095
3288
3481
3674
3867
4080
MaB C
Dimension C
243
253
Palettenbreite 230
Rasterbreite 255 cm
Pallet width 230
grid width 255 cm
Lange D | Length D
890
1145
1400
1655
Palettenbreite 220
Rasterbreite 245 cm
Pallet width 220
grid width 245 cm
Lange D|Length D
860
1105
1350
1595
" Stellplatzanzahl verringert sich je nach Anzahl und Anordnung des
Ubergabebereichs
" The number of parking spaces depends on number and arrangement
of transfer areas
I
MaBe in cm
Dimensions in cm
3
s
MaBe fur Palettenbreite 220 Dimensions for pallet width 220
Fiir die Steuerung muss in der Nahe des Ubergabebereichs ein Raum
04
Multiparker 720 | Schacht-System | Shaft system
Langenausdehnung begrenzt auf max. 6 Stellplatze je Reihe
Linear expansion limited to max. 6 parking bays per row
Anordnung des Obergabebereichs variabel (siehe Seite 8)
various height
Ubergabebereich (Ma8e ohne Drehvorrichtung)
I
2
3
4
5
6
7
8
9
10
11
12
MaB A " fiir
160 cm hohe Pkw
Dimension A " for
160 cm high cars
453
646
839
1032
1245
1438
1631
1824
2017
2230
2423
2616
MaB A " mit 2 Parkebenen
Dimension A " with 2 parking
726
919
1112
1325
1518
1711
1904
2097
2310
2503
2696
Alle MaBe gelten fiir 6 bzw. 8 Stellplatze je Ebene und erhdhen sich urn
50 cm bei 10 bzw. 12 Stellplatzen je Ebene.
MaB 200 cm gilt fur 6 bzw. 8 Stellplatze je Ebene
MaB 250 cm gilt fiir 10 bzw. 12 Stellplatzen je Ebene
MaBe in Klammern beziehen sich auf ein Regalbediengerat
Dimensions in brackets for storage and retrieval unit with
turning device
All mentioned dimensions apply to 6 or 8 parking spaces per level. If 10
or 12 parking spaces per level are planned, these dimensions are to be
increased by 50 cm.
Pkw-H6he
Car height
160
200
Stellplatze
pro Ebene'"
Parking spaces
per level""
6
8
10
max. 12
MaB B
Dimension B
193
233
MaBC
Dimension C
213
253
Palettenbreite 230
Palettenbreite 220
Pallet width 230
Pallet width 220
Lange D* " | Length D " "
935
1235
1490
1745
Lange D ' * " | Length D*
905
1195
1440
1685
Obergabebereichs
' Alle angegebenen MaBe der Lange D sind nur ein Beispiel und sind
abhangig von der Breite und Anzahl der benotigten Wandscheiben
of transfer areas
on width and number of partitions walls
MaBe in cm
Dimensions in cm
1
— MaBe fiir Palettenbreite 230 Dimensions for pallet width 230
Fiir die Steuerung muss in der Nahe des Obergabebereichs ein Raum
(mind. Lange 240 cm x Breite 160 cm x Hohe 220 cm) zurVerfiigung stehen.
For the control unit, space (at least length 240cm x width 160cm x
05
•
Multiparker 730 | Shuttle/Lift-System mit Stahibau | Shuttle/Lift system with steei structure
Parksystem fiir groBe Stellplatzanzahl bei gleichzeitig hohem Durchsatz
Injeder Parkebene separat arbeitenderVerteilwagen
Jede Parkebene durch Vertikalfdrderer von der Ein-/Ausfahrtsebene
aus erschlossen
Langenausdehnung variabel (siehe Mafi D auf untenstehenderTabelle)
Integrierte Drehvorrichtung im Ubergabebereich moglich (Option)
Parking system for a high number of parking spaces and a high throughput
Separate shuttle in each parking level
Each parking level connected with entrance/exit level by lifting unit
various height
Integrated turning device in the transfer area possible (option)
Ubergabebereich (MaBe ohne Drehvorrichtung)
MaBe in cm
Dimensions in cm
Parkebenen
Parking levels
2
3
5
Pkw-H6he
Car height
160
200
Stellplatze
pro Ebene*
Parking spaces
per level*
MaB A fiir
160 cm hohe Pkw
Dimension A for
160 cm high cars
465
690
915
1140
MaB B
Dimension I
225
265
MaBC
Dimension C
170
210
Palettenbreite 230
Palettenbreite 220
Pallet width 230
Pallet width 220
Lange D** | Length D*
22
24
26
28
30
32
34
36
38
40
MaBe fiir Palettenbreite 220 | Dimensions for pallet width 220
MaBe fiir Palettenbreite 230 | Dimensions for pallet width 230
Fiir die Steuerung muss in der Nahe des Ubergabebereichs ein Raum
06
44
46
48
50
MaB A mit 1 Parkebene
505
730
955
1180
8 W 1 3495
3795
4050
4305
4606
4860
5115
5415
5670
5925
6225
6480
6735
7035
7290
Lange D * * | Length D**
3375
3665
4155
4445
4690
4935
5235
5470
5715
6005
6250
6495
6785
7030
Vertikalfdrderers
' Alle angegebenen MaBe der Lange D sind nur ein Beispiel und sind
abhangig von der Breite, Anzahl der benotigten Wandscheiben und
Anzahl der Vertikalfdrderer
of the lift
on width, number of partitions walls and number of lifts
••
M u l t i p a r k e r 7 3 0 | S h u t t l e / L i f t - S y s t e m m i t Betonzwischendecken | S h u t t l e / L i f t s y s t e m w i t h intermediate ceiling
Parksystem fiir grofte Stellplatzanzahl bei gleichzeitig hohem Durchsatz
In jeder Parkebene separat arbeitenderVerteilwagen
Jede Parkebene durch Vertikalfdrderer von der Ein-/Ausfahrtsebene
aus erschlossen
Langenausdehnung variabel (siehe MaB D auf untenstehenderTabelle)
Integrierte Drehvorrichtung im Obergabebereich moglich (Option)
Parking system for a high number of parking spaces and a high throughput
Separate shuttle in each parking level
Each parking level connected with entrance/exit level by lifting unit
various height
Integrated turning device in the transfer area possible (option)
Obergabebereich (MaBe ohne Drehvorrichtung)
Transfer area (dimensions without tuming device)
MaBe in cm
Dimensions in cm
Parkebenen
Parking levels
2
3
4
5
Pkw-Hohe
Car height
160
200
Stellplatze
pro Ebene*
Parking spaces
per level*
MaB A fiir
160 cm hohe Pkw
Dimension A for
160 cm high cars
471
704
937
1170
MaB B
Dimension B
168
208
MaB A mit 1 Parkebene
511
744
977
1210
MaBC
Dimension C
208
248
Palettenbreite 230
Palettenbreite 220
Pallet width 230
Pallet width 220
22
24
26
28
MaBe fiir Palettenbreite 220 Dimensions for pallet width 220 •
MaBe fiir Palettenbreite 230 Dimensions for pallet width 230 •
Fur die Steuerung muss in der Nahe des Obergabebereichs ein Raum
32
34
36
38
40
42
44
46
48
50
Vertikalfdrderers
Alle angegebenen MaBe der Lange D sind nur ein Beispiel und sind
abhangig von der Breite, Anzahl der benotigten Wandscheiben und
Anzahl der Vertikalfdrderer
1
of the lift
All specified dimensions of length D are examples only and depend
on width, number of partitions walls and number of lifts
07
Mehrreihige Anordnung | Multi-row arrangement
550
•
550
• 560 (600) >
2760 (2800)
550
*
550
Durch die Moglichkeit einer mehrreihigen Anordnung beim Multiparker
kann vorhandener Raum bzw. Grundstucksflache optimal ausgenutzt und
speziell bei der Schachtvariante Tiefbaukosten eingespart werden.
() MaBe in Klammern beziehen sich auf ein Regalbediengerat
550
560(600) •
550
>
550
2210(2250)
The multi-row arrangement allows an optimum utilisation of the
available space and/or land area and saves civil engineering costs,
particulary with the shaft variant.
Dimensions in brackets for storage and retrieval unit with
tuming device
Anordnungsmoglichkeiten Ubergabebereich j Possible arrangements of transfer area
4v
4/
A
^
Einfahrt/Ausfahrt
Entry/Exit
I
Einfahrt
Entry
Einfahrt/Ausfahrt
Entry/Exit
Die Anordnung des Ubergabebereichs ist sehr flexibel. Die optimale
Anordnung ist immer in der Systemmitte, da die Zugriffszeiten dann
am kiirzesten sind. Je nach Bedarf und Nutzungsart kann die Anzahl
der Ubergabebereiche angepasst werden.
The arrangement of the transfer area is flexible. The optimum arrangement is always in the system center which has the shortest access times.
Depending on the need and kind of utilisation, the number of the transfer
areas can be adapted.
Wartungszugang und Schaltschrank j Maintenance access and switch cabinet
Ein Wartungszugang zur Anlage und ein Schaltschrankraum (mind. 2x 5 m) sind
notwendig (Rucksprache mit WOHR erforderlich).
Maintenance access as well a room for the switch cabinet (min. 2 x 5 m) is
required (please check with WOHR).
Max. Fahrzeugabmessungen | Max. car dimensions
Palettenbreite
Pallet width
MaB A
Dimension A
220
230
210
220
Fahrzeuggewicht max. 2500 kg, Radlast max. 625 kg.
08
Hohe iiber alles (Pkw mit Dachgepacktragern, Dachreling, Antennen
etc. diirfen die angegebene Hohe nicht iiberschreiten).
Overall height (cars with roof racks, roof rails, antennas etc. should
not exceed the mentioned overall height).
Bodenfreiheit
Clearance underneath the gear case
Die hier genannten FahrzeugmaBe gelten fiir die angegebenen EinbaumaBe.
Andere Fahrzeugabmessungen sind bei entsprechenden Anderungen der
BaumaBe moglich.
Car weight max. 2500 kg, wheel load max. 625 kg.
These car dimensions are valid for the building dimensions as mentioned.
If building dimensions are adjusted, other car dimensions are possible.
Leigh Design Pty Ltd
ABN 37 139 522 437
PO Box 2599
MtWaveriey VIC 3149
P +61 3 9888 3943
M +61 0410 456 510
E [email protected]
I www.leiqhdesiqn.com.au
LEIGH DESIGN
waste management plans for
all urban developments
WASTE MANAGEMENT PLAN
Proposed Development:
26-30 Flinders Street, Melbourne, Victoria
Prepared for:
TMG Developments Pty Ltd
Document Control
Report Date:
24 June 2015
Prepared By:
Carlos Leigh, GradlEAust
Leigh Design retain copyright and intellectual property rights on this document. Except for town
planning purposes associated with the above-referenced site, it may not be copied or used in whole or
part by any person or entity for this or any other site without prior written consent from Leigh Design.
26-30 Flinders St Melbourne WMP.docx
©2015 Leigh Design - Page 1 of 13
TABLE OF CONTENTS
SECTION
PAGE No.
2
Waste Management Summary.
1
Space and System for Waste Management
3
2
Access for Users, Collectors, and Collection Vehicles.
7
3
Amenity, Local Environment, and Facility Design
8
4
Management and Sustainability
10
5
Supplementary Information
12
6
Contact Information
13
7
Limitations
13
Enclosure: Ground Level (LOO) plan.
WASTE MANAGEMENT SUMMARY
•
•
•
•
The operator, as defined below, shall be responsible for managing the waste
system and for developing and implementing adequate safe operating
procedures.
Waste shall be stored within the development (hidden from extemal view).
Users shall sort their waste and dispose garbage and recyclables via the chute
and/or directly into collection bins.
Waste shall be collected in Spark Lane. Collection staff shall transfer bins
between the Bin Stores and the waste truck.
GLOSSARY
Operator: refers to the Owners Corporation and Hotel Management, who shall
manage site operations (via cleaners and contractors, if required).
User: refers to residents and hotel guests/staff, who shall utilise the waste system.
26-30 Flinders St Melboume WMP.docx
»2015 Leigh Design - Page 2 of 13
1
S P A C E AND SYSTEM FOR WASTE MANAGEMENT
1.1
Development Description and Use
This 53-storey development shall consist of residential apartments and a hotel. The
number of residences and commercial floor-areas are stated in Table 1 (below).
1.2
Estimated Garbage and Recycling Generation
The following table summarises the waste estimate (m /week):
3
Table 1: Waste Estimate
Waste Source
Base Qty (est.)
Garbage
Recycling
Cardboard
Apartments (2 bed)
Apartments (3-4 bed)
No. of units =
No. of units =
124
19
12.40
7.44
7.44
2.28
1.14
1.14
No. of rooms =
83
2.91
1.41
1.49
Hotel Restaurant
Hotel Caf6
area (m ) =
area (m ) =
288
90
13.31
1.61
2.42
1.89
0.50
0.76
Hotel Recept./Lobby
TOTAL (m /wk)
area (m ) =
202
0.14
0.14
32.92
12.25
0.01
13.26
Hotel Rooms
3
2
2
Note: Waste figures are based on Council guidelines. Im = 1,000 litres.
3
1.3
Collection Services
Residential Waste: STCA, Council shall provide waste services for the residential
component of the development (noting that lane access appears to be limited to max.
6.4m long trucks). Should Council be unable to collect waste, then a private
contractor shall be required to carry-out the waste collection until feasibly possible for
Council to collect waste (see Sect. 2.2).
Commercial Waste: Municipal services would be insufficient as these are limited to a
pair of weekly wheelie bins per tenement. Therefore, a private contractor shall be
engaged to collect waste. The operator shall choose a waste collection provider,
negotiate a service agreement, and pay for these services.
Notes:
•
Certain waste streams may require for the operator to engage a private
contractor.
•
Every rateable tenement is liable to pay for municipal charges irrespective of the
level of collection services provided by Council.
) 2015 Leigh Design - Page 3 of 13
1.4
Location, Equipment, and System Used for Managing Waste
The waste management system is summarised as follows:
• Apartment receptacles for garbage and recycling.
• Hotel receptacles at rooms and work/amenity areas.
• Waste receptacles located at residential amenity areas.
• One diverter chute for garbage and recycling, with residential level intakes and
Residential Bin Store discharge, including intake controls and split discharge for
two bins.
• Residential Bin Store at Ground Level.
• Commercial Bin Store at Ground Level.
• Collection bins (kept within the above waste areas - refer to Table 2).
The various collection waste-streams are summarised as follows:
Garbage: General waste shall be placed in tied plastic bags and stored within bins.
Recycling: All recyclables shall be commingled into a single type of collection bin (for
loose paper, cardboard, PET, glass, aluminum, steel, and HOPE containers). Also,
1,100 litre bins shall be made available to residents for large cardboard pieces.
Green Waste: Garden organics shall be collected and disposed by the future
landscape maintenance contractor (alternatively, council offers monthly
pmnings/clippings collections).
Organics: At this development, composting is considered impractical, as there would
be minimal onsite demand for compost.
Residential Hard Waste and Charity Bin: An area shall be designated for hard waste.
The operator shall book monthly municipal hard waste collections. Also, the operator
shall organise charity bins (supplied by a charitable organisation). Charities may also
collect unwanted items that are in good condition.
Other Waste Streams: The disposal of hard/electronic/liquid and other wastes
(polystyrene, batteries, paint, chemicals and detox items, etc) shall be organised with
the assistance of the operator.
Food and beverage managers shall arrange the storage of used cooking oil and its
collection by a recycler. The operator shall organise Grease Interceptor Trap
servicing.
© 2015 Leigh Design - Page 4 of 13
The following table summarises bin quantity/capacity, collection frequency, and area
requirements (based on Table 1):
Table 2: Bin Schedule and Collection Frequency
Waste Source
Apartments (shared
bins)
Commercial (shared
bins)
Waste Stream
Bin
Qty
Bin
Litres
Collections
per Week
Net Area
m
2
Garbage
1,100
4.8
Recycling
1,100
3.2
Cardboard
1,100
1.6
Hard Waste
Charity
660
Garbage
Recycling
660
660
Hard/Other Waste
monthly
Z0
at call
1.2
4.8
2.4
TBA
Net Waste Storage Area (excludes circulation), m
2.0
22.0
Notes:
• The operator shall organise hard waste collections (as required).
• Council collects residential waste Monday-Friday, only (if required, the operator shall
organise private weekend collections).
• Residential 1100-lt garbage bins shall be provided by the applicant (council typically
provides 1100-lt cardboard and recycling bins).
• The charity bin shall be supplied by a charitable organisation.
• Private bins shall be sourced by the operator (either purchased from a supplier or leased
from the collection contractor).
• Subject to stakeholders' preference/capability (and as built constraints), private bin sizes
and quantities can be changed. Also, recyclables can be either commingled or split into
bins for separate recycling streams.
1.5
Planning Drawings, Waste Areas, and Management of the Waste System
The plans shall illustrate sufficient space for onsite bin storage, as required by the
above schedule (refer to the enclosed Ground Level LOO plan).
Notwithstanding the above, collection days shall be staged appropriately and the
operator shall stipulate procedures for effective management of the available space.
1.6
Collection Bin Information
The following bins shall be utilised (see Sect. 4.3 for signage requirements):
Table 3: Bin Details
Capacity
(litres)
Height
(mm)
Width (across Depth (side Empty Weight Average* Gross
front, mm)
on, mm)
Weight (kg)
(kg)
660
1250
1240
780
43
130
1100
1470
1240
1070
65
210
Notes:
• * = Average Gross Weight is based on domestic waste studies (which vary subject to
locality and waste-type). Expect greater weight for wet or compacted waste.
• Use the above details as a guide only - variations will occur. The above is based on Sulo
plastic (HOPE) bins. Also, steel 660/1100-lt bins could be adopted, STCA.
• For 1100-lt bins, flat lids are recommended (instead of dome lids). However, the operator
shall consult with the waste collection contractor to specify and select the appropriate lid.
• Also, bins that receive waste under the chutes shall be reinforced to withstand loads from
waste falling at high speed.
Table 4: Melbourne Colour Coding
Bin
Garbage
Commingled Recycling
Paper / Cardboard
Lid
Green
Yellow
Blue
Body
Green
Green
Blue
Note: For private bins, AS4123.7 bin colours can be adopted,
to identify the waste generator and site address.
Private bins shall be labeled
2
ACCESS FOR USERS. COLLECTORS. AND COLLECTION VEHICLES
2.1
User Access to Waste Facilities
Residents shall dispose sorted garbage and recyclables via the chute (available at
each apartment level), in accordance with instructions from the chute supplier. For
wastes unsuitable for chute disposal, residents shall transfer sorted waste directly to
the Residential Bin Store (access via lift/stairs, with operator escort into the Bin
Store).
Site staff shall maintain the various work/amenity and hotel waste receptacles
(transferring waste to their allocated bins using a suitable trolley and the lift).
Note: The operator shall have access to the Bin Stores to rotate the bins, ensuring
that empty bins are available along the circulation area so that users are able to
reach them. Also, the operator shall monitor the filling of the bins under the chute
and change them when full.
2.2
•
•
•
•
Collection Arrangements and Access to Waste Facilities
Waste shall be collected in Spark Lane.
Collection staff (driver and assistant) shall have access to the Bin Stores and
transfer bins to the truck and back to the stores.
The waste collection shall be carried-out by rear-lift vehicles (nom. 6.4m long,
2.1m high, and 6.4 tonnes gross vehicle mass).
For improved safety, private collections shall be carried-out during off-peak traffic
periods and at different times to Council's.
3
AMENITY. LOCAL ENVIRONMENT. AND FACILITY DESIGN
3.1
Noise Minimisation Initiatives
•
•
•
•
•
Collection bins shall feature rubber castors for quiet rolling during transfers.
Chutes and waste areas shall meet BCA and AS2107 acoustic requirements.
Local laws shall be observed for all operations in public and private areas.
Municipal waste collections shall take place as per council's timing/schedule.
For private services, the hours of waste collections shall be as specified in
council's local laws. Also, Section 5 of the Victorian EPA Noise Control Guideline
Publication 1254 (see below) shall be observed to protect the acoustic amenity of
the development and surroundings.
Victorian EPA Noise Control Guideline Publication 1254 October 2008 (excerpt)
[Section] 5. Domestic [and Commercial] Refuse Collection
The main annoyance produced by domestic refuse collections occurs in the early morning (i.e. before
7:00am). Therefore, if possible, routes should be selected to provide the least impact on residential
areas during that time.
Collection of refuse should be restricted to the following criteria:
•
Collection occurring once a week should be restricted to the hours: 6am to 6pm Monday to
Saturday.
•
Collections occurring more than once a week should be restricted to the hours: 7am to 6pm
Monday to Saturday.
•
Compaction should only be carried out while on the move.
•
Bottles should not be broken up at the point of collection.
•
Routes which service entirely residential areas should be altered regularly to reduce early
morning disturbance.
•
Noisy verbal communication between operators should be avoided where possible.
3.2
Litter Reduction and Prevention of Stormwater Pollution
The operator shall be responsible for:
• Promoting adequate waste disposal into the bins (to avoid waste-dumping).
• Securing the waste areas (whilst affording access to users/staff/contractors).
• Preventing overfilled bins, keeping lids closed and bungs leak-free.
• Abating any site litter and taking action to prevent dumping and/or unauthorised
use of waste areas.
• Requiring the collection contractor to clean-up any spillage that might occur when
clearing bins.
The above will minimise the dispersion of site litter and prevent stormwater pollution
(thus avoiding impact to the local amenity and environment).
3.3
Ventilation, Washing, and Vermin-Prevention Arrangements
Waste areas shall feature:
• Ventilation in accordance with Australian Standard AS 1668.
For chute
ventilation, a fan with riser to a rooftop exhaust shall be utilised.
• Tight-fitting doors (all other openings shall have vermin-proof mesh or similar).
• Impervious flooring (also, smooth, slip-resistant, and appropriately drained).
• A graded bin wash area, hosecock, hose, and a suitable floor-waste connected in
accordance with relevant authority requirements. The bin and wash areas may
overlap, as stored bins can be moved so that a bin can be washed.
• A water-flushing nozzle with accessible water cock shall be provided at the head
of each chute. Include a floor waste and hosecock near each chute outlet.
The operator shall regularly clean waste areas/equipment. Also, access doors and
bin-lids shall be kept closed.
3.4
Design and Aesthetics of Waste Storage Areas and Equipment
Waste shall be placed within collection bins and stored in designated onsite areas
(hidden from external view). Following waste collection activities, bins shall be
returned to the storage areas as soon as practicable.
Waste facilities shall be constructed of durable materials and finishes, and
maintained to ensure that the aesthetics of the development are not compromised.
These facilities and associated passages shall be suitably illuminated (this provides
comfort, safety, and security to users, staff, and contractors). Access doors shall
feature keyless opening from within.
The design and construction of waste facilities and equipment shall conform to the
Building Code of Australia, Australian Standards, and local laws.
Chutes shall be sized and designed as recommended by a reputable chute
manufacturer (chutes are proprietary items). The chute supplier shall fix safeoperating instructions to each intake-door and place a warning sign on each chute
outlet. For improved safety, each chute outlet shall be shrouded with a suitable
rubber skirt and designed to minimise the effect of falling waste into the associated
bin (and to stop dispersion of debris).
Also, access to each chute outlet shall be restricted to trained personnel only (site
staff and contractors shall be trained and alerted about the hazards associated with
the chute). The Residential Bin Store shall be kept locked (any access by untrained
personnel shall be carried out via operator escort into the Residential Bin Store).
) 2015 Leigh Design - Page 9 of 13
4
MANAGEMENT AND SUSTAINABILITY
4.1
Waste Sorting, Transfer, and Collection Responsibilities
Garbage shall be placed within tied plastic bags prior to transferring into the
collection bins or chute. Cardboard shall be flattened and recycling containers uncapped, drained, and rinsed prior to disposal into the appropriate bin/chute. Bagged
recycling is not permitted.
Refer to Section 2 for waste transfer requirements and collection arrangements.
4.2
Facility Management Provisions to Maintain & Improve the Waste System
The operator shall manage site operations (refer to the glossary in page 2).
It shall be the responsibility of the operator to maintain all waste areas and
components, to the satisfaction of users, staff, and the relevant authority (users shall
maintain their internal waste receptacles).
The operator shall ensure that maintenance and upgrades are carried-out on the
facility and components of the waste system. When required, the operator shall
engage an appropriate contractor to conduct services, replacements, or upgrades.
4.3
Arrangements for Protecting Waste Equipment from Theft and Vandalism
It shall be the responsibility of the operator to protect the equipment from theft and
vandalism. This shall include the following initiatives:
• Secure the waste areas.
• Label the bins according to property address.
• Collection staff shall transfer bins between the Bin Stores and the truck (bins shall
not be placed on the street).
4.4
•
•
Arrangements for Bins/Equipment Labelling and Ensuring Users and
Staff are Aware of How to Use the Waste System Correctly
The operator shall provide appropriate signage for the bins. Signage is available
at the following internet address: www.sustainabilitv.vic.gov.au.
The operator shall publish/distribute "house rules" and educational material to:
- Inform users/staff about the waste management system and the use/location
of the associated equipment (provide the summary in page 2 of this report).
- Improve facility management results (lessen equipment damage and chute
blockages, reduce littering, and achieve cleanliness).
- Advise users/staff to sort and recycle waste with care to reduce contamination
of recyclables.
4.5
Sustainability and Waste Avoidance/Reuse/Reduction Initiatives
Victoria's Getting Full Value (2013 waste and resource recovery policy) sets the
foundation for Victoria to get the best value it can from waste resources, while
protecting the health of its communities and the environment.
The principles outlined in the policy complement the principles of environment
management of the Environment Protection Act 1970 and provide supplementary
guidance in the consideration of options for waste management.
From a design perspective, the development shall support the policy by providing an
adequate waste system with ability to sort waste. This will enable the operator to
implement the policy and consider its various options.
The operator shall promote the observance of the policy (where relevant and
practicable) and encourage users and staff to participate in minimising the impact of
waste on the environment. For improved sustainability, the operator shall consider
the following:
• Peruse the Sustainability Victoria Website: www.sustainabilitv.vic.qov.au.
• Observe the Environment Protection Act 1970 and its waste hierarchy (in order of
preference): a) waste avoidance, b) reuse, c) recycle, d) recovery of energy, e)
treatment, f) containment, and g) disposal.
• Participate in council and in-house programs for waste minimisation.
• Establish waste reduction and recycling targets; including periodic waste audits,
keeping records, and monitoring of the quantity of recyclables found in landfillbound bins (sharing results with users/staff).
4.6
Waste Management Plan Revisions
For any future appropriate council request, changes in legal requirements, changes
in the development's needs and/or waste pattems (waste composition, volume, or
distribution), or to address unforeseen operational issues, the operator shall be
responsible for coordinating the necessary Waste Management Plan revisions,
including (if required):
• A waste audit and new waste strategy.
• Revision of the waste system (bin size/quantity/streams/collection frequency).
• Re-education of users/staff.
• Revision of the services provided by the waste collector(s).
• Any necessary statutory approval(s).
SUPPLEMENTARY INFORMATION
The operator shall ensure that bins are not overfilled or overloaded.
Waste incineration devices are not permitted, and offsite waste treatment and
disposal shall be carried-out in accordance with regulatory requirements.
For bin traffic areas, either level surfaces (smooth and without steps) or gentle
ramps are recommended, including a roll-over kerb or ramp. Should ramp
gradients, bin weight, and/or distance affect the ease/safety of bin transfers, the
operator shall consider the use of a suitable tug.
The operator and waste collector shall observe all relevant OH&S legislation,
regulations, and guidelines. The relevant entity shall define their tasks and:
-
Comply with Worksafe Victoria's Occupational Health and Safety Guidelines
for the Collection, Transport and Unloading of Non-hazardous Waste and
Recyclable Materials (June 2003).
-
Assess the Manual Handling Risk and prepare a Manual Handling Control
Plan for waste and bin transfers (as per regulatory requirements and Victorian
COP for Manual Handling).
-
Obtain and provide to staff/contractors equipment manuals, training, health
and safety procedures, risk assessments, and adequate personal protective
equipment (PPE) to control/minimise risks/hazards associated with all waste
management activities. As a starting point, these documents and procedures
shall address the following:
Task (to be confirmed) I Hazard (TBC)
Control Measures (TBC)
Sorting waste and
cleaning bins
Biological hazard &
bodily puncture
Personal protective equipment (PPE).
Develop a waste-sorting procedure
Bin manual handling
Sprain, strain, crush
PPE. Maintain bin wheel-hubs. Limit bin
weight. Provide mechanical assistance
to transfer bins
Chute discharge
Strike & debris from
falling waste
| PPE, staff training, and signage, maintain
access restrictions. Include a rubber
skirt and a fine-mesh locked fence
around the discharge zone of the chute.
Bin transfers and
emptying into truck
Vehicular strike, runover
PPE. Develop a hazard control plan and
collection procedure. Maintain visibility.
Use a mechanical bin-tipper
Truck access (reversing
& manoeuvring)
Vehicular incident,
strike, run-over
PPE. Use a trained spotter. Develop a
truck-manoeuvring and traffic-control
procedure
Note: The above shall be confirmed by a qualified OH&S professional who shall also prepare
site-specific assessments, procedures, and controls (refer to Section 6).
6
CONTACT INFORMATION
City of Melbourne (local council), ph 03 9658 9658
Kartaway (private waste collector), ph 1300 362 362
Waste Wise Environmental (private waste collector), ph 03 9359 1555
Eco-Safe Technologies (odour control equipment supplier), ph 03 9706 4149
Solution for Workplace Health and Safety (OH&S consultant), ph 0425 802 669
Electrodrive Pty Ltd (tug & trailer supplier - for bin transfers), ph 1800 033 002
Sabco Commercial (supplier of cleaner's trolleys), ph 1800 066 522
Sulo MGB Australia (bin supplier), ph 1300 364 388
Wastedrive Equipment (steel bin supplier), ph 02 9630 9333
Elephant's Foot (diverter/twin chute supplier), ph 02 9780 3500
ASI JD MacDonald Pty Ltd (twin chute supplier), ph 03 8558 7200
Wastech Engineering Pty Ltd (twin chute supplier), ph 1800 465 465
Note: The above includes a complimentary listing of contractors and equipment suppliers.
The stakeholders shall not be obligated to procure goods/services from these companies.
Leigh Design does not warrant (or make representations for) the goods/services provided by
these suppliers.
7
LIMITATIONS
The purpose of this report is to document a Waste Management Plan, as part of a
Planning Permit Application.
This report is based on the following conditions:
• Operational use of the development (excludes demolition/construction stages).
• Drawings and information supplied by the project architect.
• The figures presented in this report are estimates only. The actual amount of
waste will depend on the development's occupancy rate and waste generation
intensity, the user's disposition toward waste and recycling, and the operator's
approach to waste management. The operator shall make adjustments, as
required, based on actual waste volumes (if the actual waste volume is greater
than estimated, then the number of bins and/or the number of collections per
week shall be increased, STCA).
•
This report shall not be used to determine/forecast operational costs, or to
prepare feasibility studies, or to document operational/safety procedures.

4.2 Pedestrian Sight Lines 4.3 Bicycle Parking

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