COMMERCIAL DEVELOPMENT - 196-206 HIGH STREET, WINDSOR WASTE MANAGEMENT PLAN
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COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR WASTE MANAGEMENT PLAN
PROPOSED COMMERCIAL DEVELOPMENT, 196-206 HIGH STREET, WINDSOR
Client: Chapter Group
Report Reference: 18103W
File Path: X:\PROJECTS\2018\18103W - 196-206 High St, Windsor\Reports\18103WREP03F02.docx
Friday, March 19, 2021
Document Control
Version: Prepared By: Position: Date: Reviewed By: Position: Date:
F01 David Armin Environmental 10 March 2021 Tom Bloomfield Waste Leader 10 March 2021
Scientist
F02 David Armin Environmental 17 March 2021 Jo Garretty Director 17 March 2021
Scientist
© Sustainable Transport Surveys Pty Ltd All Rights Reserved. Copyright in the whole and every part of this document belongs to Sustainable
Transport Surveys Pty Ltd and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on
any media to any person without the prior written consent of Sustainable Transport Surveys Pty Ltd.
This document is produced by Sustainable Transport Surveys for the benefits and use by the client in accordance with the terms of
engagement. Sustainable Transport Surveys does not and shall not assume any responsibility or liability whatsoever to any third party arising
out of any use or reliance by any third party on the content of this document
MELBOURNE Level 3/51 Queen Street, Melbourne VIC 3000
+61 3 9020 4225
SYDNEY Level 17/40 Mount Street, North Sydney NSW 2060
+61 2 8415 9781
HOBART Level 4, 116 Bathurst St Hobart TAS 7000
+61 400 535 634
www.salt3.com.au
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS
2016 EAST GIPPSLAND BUSINESS AWARDS FINALIST Professional Services, Innovation, Child & Family Friendly
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
LIST OF FIGURES AND TABLES
EXECUTIVE SUMMARY
SALT has been engaged by Chapter Group to prepare a Waste
Management Plan (WMP) for a proposed commercial development
located at 196-206 High Street, Windsor.
SALT understands that the development will provide 6,458m2 offices across 6 levels, 378m2 shop space
and 569m2 food and beverage spaces.
Waste would be stored on-site in the waste room located in the basement level 1.
Commercial waste would be collected by private contractor, with:
8 x 1,100L garbage bins collected three times per week;
6 x 1,100L commingled recycling bins collected three times per week; and
12 x 660L organic bins collected three times per week.
It should be noted that the large number of bins proposed is conservative as it assumes the food and
beverage tenancies are used as restaurant and the shop generates waste up to similar volume of a
supermarket.
Waste vehicles would prop safely at the loading bay located at the basement level 1 to perform collection.
Vehicle operators would ferry waste bins from the waste room to the collection vehicle and return upon
emptying.
In the opinion of SALT, the enclosed Waste Management Plan would provide efficient waste management
for the proposed development. This report must be read in detail prior to implementation of the waste
management strategy.
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS III
CONTENTS
CONTENTS
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
TABLE OF CONTENTS
1 INTRODUCTION ...................................................................................................................................................................................................... 1
2 INCLUDED IN THIS REPORT .......................................................................................................................................................................... 1
3 LAND USE ................................................................................................................................................................................................................. 1
4 COMMERCIAL WASTE MANAGEMENT PLAN...................................................................................................................................... 2
4.1 WASTE GENERATION .......................................................................................................................................................................................................................................................................................2
4.2 WASTE SYSTEMS...................................................................................................................................................................................................................................................................................................2
4.2.1 BIN STATIONS........................................................................................................................................................................................................................................... 3
4.2.2 GARBAGE (GENERAL WASTE).............................................................................................................................................................................................. 3
4.2.3 COMMINGLED RECYCLING ....................................................................................................................................................................................................... 3
4.2.4 FOOD ORGANICS.................................................................................................................................................................................................................................. 4
4.3 BIN QUANTITY, SIZE AND COLLECTION FREQUENCY ................................................................................................................................................................................ 4
4.4 BIN COLOUR AND SUPPLIER ............................................................................................................................................................................................................................................................. 4
4.5 WASTE STORAGE AREA ............................................................................................................................................................................................................................................................................ 5
4.6 WASTE COLLECTION......................................................................................................................................................................................................................................................................................... 5
5 RESPONSIBILITIES.............................................................................................................................................................................................. 5
6 SIGNAGE ................................................................................................................................................................................................................... 6
7 SUSTAINABILITY ACTION PLAN AND INITIATIVES ......................................................................................................................... 6
8 WASTE AREA REQUIREMENTS .................................................................................................................................................................. 7
8.1 VENTILATION................................................................................................................................................................................................................................................................................................................. 7
8.2 LITTER MANAGEMENT, WASHING AND STORMWATER POLLUTION PREVENTION .................................................................................. 7
8.3 NOISE REDUCTION.............................................................................................................................................................................................................................................................................................. 7
8.4 DDA COMPLIANCE ............................................................................................................................................................................................................................................................................................... 7
9 SUPPLIER CONTACT INFORMATION ........................................................................................................................................................ 7
9.1 WASTE COLLECTORS......................................................................................................................................................................................................................................................................................8
9.1.1 GARBAGE, RECYCLING AND ORGANICS ................................................................................................................................................................. 8
9.2 BIN WASHING SERVICES ..........................................................................................................................................................................................................................................................................8
WASTE ROOM DRAWING ............................................................................................................................................................. 9
SWEPT PATH ANALYSIS ............................................................................................................................................................ 10
LIST OF FIGURES
EXAMPLE OF BIN STATION WITH VERTICAL SIGNAGE......................................................................................................................................................... 3
SUSTAINABILITY VICTORIA SIGNAGE.................................................................................................................................................................................................................6
WASTE HIERARCHY ........................................................................................................................................................................................................................................................................6
LIST OF TABLES
TABLE 1 WASTE GENERATION RATES.............................................................................................................................................................................................................................................2
TABLE 2 WASTE GENERATION ASSESSMENT ...................................................................................................................................................................................................................2
TABLE 3 BIN SIZE AND COLLECTION FREQUENCY ................................................................................................................................................................................................... 4
TABLE 4 TYPICAL WASTE BIN DIMENSIONS ........................................................................................................................................................................................................................ 4
TABLE 5 WASTE AREA SPACE REQUIREMENTS ........................................................................................................................................................................................................... 5
TABLE 6 HIGH LEVEL PURCHASING SCHEDULE ..........................................................................................................................................................................................................8
II TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS
INTRODUCTION
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
1 INTRODUCTION
SALT has been requested by Chapter Group to prepare a Waste Management Plan for a proposed commercial
development located at 196-206 High Street, Windsor.
This Waste Management Plan (WMP) has been prepared based on industry best practice and the Sustainability
Victoria Better Practice Guide for Waste Management and Recycling in Multi-unit Developments (2019), the waste
rates are enclosed therein.
In the circumstance that the development plans are amended or new legal requirements are introduced, a revision
of the enclosed WMP may be required by the Responsible Authority. The developer would be responsible in
engaging with a waste consultant or engineer to prepare the updated report accordingly.
2 INCLUDED IN THIS REPORT
Enclosed is the Waste Management Plan for the proposed development at 196-206 High Street, Windsor. Included
are details regarding:
Land use;
Waste generation;
Waste systems;
Bin quantity, size and colour;
Collection frequency;
Bin storage area;
Signage;
Waste collection;
Responsibilities;
Ventilation, washing and vermin-prevention;
Noise reduction;
DDA compliance;
Supplier contact information; and
Scaled waste management drawings.
3 LAND USE
Planning application number: To be allocated
Land Zone: Activity Centre Zone (ACZ1)
Land use type: Commercial
Number of levels: 6 (plus 2 basement levels)
Commercial Space:
6,458m2 office spaces;
378m2 shop space; and
569m2 food & beverage spaces;
1 TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
COMMERCIAL WASTE MANAGEMENT PLAN
4 COMMERCIAL WASTE MANAGEMENT PLAN
4.1 WASTE GENERATION
Generation rates have been adopted based on commercial waste generation rates enclosed in the Sustainability
Victoria Better Practice Guide for Waste Management and Recycling in Multiunit Developments 2019. These rates
are considered appropriate for a commercial development located within the City of Stonnington.
This waste generation assessment is considering the worst-case scenario as requested by K2LD Architects which
assumes that the food and beverage (F&B) spaces be used as restaurants and the shop space will be used as a
supermarket.
Commercial waste generation rates are shown in Table 1. This waste generation assessment was conducted using
supermarket waste rates for shop space and restaurant waste rates for F&B spaces. Calculations have been
conducted based on 7 operational days for supermarket and restaurants and 5 operational days for office spaces.
Waste generation rates for food organics have been calculated based on data obtained from the State of Victoria,
Department of Health and Human Services Victorian Food Organics Recycling Guide for small-medium food
services organisations (2016). The guide details that waste generated by food and drink premises within Victoria
has a general composition of 50% food waste. Therefore, it would be appropriate to apply 50% of the garbage
generation rate as an estimate for the organic waste generated by the F&B and shop tenancy within this
development. As 50% of garbage waste generated is expected to be organic, this generation rate would apply to
both the garbage and organics waste generations for the tenancy. This has therefore been applied accordingly
within the provided waste generation assessment.
Table 1 Waste Generation Rates
Commingled Recycling
Use Garbage (L/100m2/week) Organics (L/100m2/week)
(L/100m2/week)
Office 50 50 N/A
Shop* 2,310 1,680 2,310
Food and Drink
2.310 1,400 2,310
Premises*
*Supermarket waste generation rates have been adopted for shop tenancy and restaurants for Food and Beverage
tenancies to consider worst-case scenario.
A commercial waste generation assessment is provided in Table 2.
Table 2 Waste Generation Assessment
Waste Per Week
Use Area
Garbage Recycling Organics
Office 6,458m2 3,229L 3,229L N/A
Shop 378m2 8,732L 6,351L 8,732L
Food and Drink Premises 569m2 13,144L 7,966L 13,144L
Total Waste Generated per Week 25,105L 17,546L 21,876L
4.2 WASTE SYSTEMS
Waste would be sorted on-site by staff and cleaners as appropriate into the following streams:
Garbage (General Waste);
Commingled Recycling;
Food Organics.
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 2
COMMERCIAL WASTE MANAGEMENT PLAN
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
4.2.1 BIN STATIONS
Based on Method Westpac NZ Case Study, the use of bin stations throughout their office spaces have reduced
waste to landfill by 40%. The case study discusses the significance of accountability in ensuring diversion of waste
from landfill. It is therefore recommended that bin stations are provided throughout office spaces.
Each bin station should be equipped with one bin for each waste stream. This would encourage the user to make
a conscious decision before depositing their waste product into a specific bin and encourage appropriate
segregation especially when bins are placed within an area open to public view.
An example bin station with vertical signage is shown in Figure 1. The vertical signage is recommended to be
implemented at each bin station to educate the users on the appropriate separation methods. This would allow
for maximum diversion of waste from landfill and recovery of the respective waste streams to be achieved.
Example of Bin Station with Vertical Signage
4.2.2 GARBAGE (GENERAL WASTE)
The commercial spaces would be furnished with plastic lined bins for the temporary holding of garbage waste,
these bins would have the following minimum cumulative capacities:
Office – 645L;
Shop – 1,250L; and
Food and Drink Premises –1,880L.
These capacities are based on the transfer of waste to the bin room occurring at least once per day.
Staff/cleaners would dispose of waste from these bins directly into the appropriate 1,100L bin provided within the
waste room located at the basement level 1, accessed via lift (refer to APPENDIX 1).
Garbage is to be disposed of bagged.
4.2.3 COMMINGLED RECYCLING
The commercial spaces would be furnished with unlined bins for the temporary holding of recyclable waste, these
bins would have the following minimum cumulative capacities:
Office – 645L;
Shop – 910L; and
Food and Drink Premises – 1,140L
These capacities are based on the transfer of waste to the waste room occurring at least once per day.
3 TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
COMMERCIAL WASTE MANAGEMENT PLAN
Staff/cleaners would dispose of waste from these bins directly into the appropriate 1,100L bin provided within the
waste room located at the basement level 1, accessed via lift (refer to APPENDIX 1).
Commingled recycling would be disposed of loosely.
4.2.4 FOOD ORGANICS
The commercial spaces would be furnished with unlined bins for the temporary holding of food organics, these
bins would have the following minimum cumulative capacities:
Shop (supermarket) – 1,250L; and
F&B (Restaurant) – 1,880L.
These capacities are based on the transfer of waste to the waste room occurring at least once per day.
Staff/cleaners would dispose of waste from these bins directly into the appropriate 660L bin provided within the
waste room located at the basement level 1, accessed via lift (refer to APPENDIX 1).
Commingled recycling would be disposed of loosely.
4.3 BIN QUANTITY, SIZE AND COLLECTION FREQUENCY
The bin quantity, size and the frequency of collection are shown below in Table 3 and Table 4.
Note, a large number of bins have been calculated due to the applied worst-case scenario. The waste generation
volumes presented below therefore represent the maximum waste volumes that could be generated by the site.
Table 3 Bin Size and Collection Frequency
Collections per
Waste Stream Bin Size No. Bins Weekly Capacity Weekly Volume
Week
Garbage 3 1,100L 8 26,400L 25,105L
Commingled
3 1,100L 6 19,800L 17,546L
Recycling
Organics 3 660L 12 23,760L 21,876L
Table 4 Typical Waste Bin Dimensions
Capacity (L) Width (mm) Depth (mm) Height (mm) Area (m2)
1,100 1240 1070 1330 1.33
660 1260 780 1330 0.98
4.4 BIN COLOUR AND SUPPLIER
All bins would be provided by private supplier. The below bin colours are specified by Australian Standard AS4123.7-
2006, however due the private nature of the collection, these are only recommendations and are not mandatory:
Garbage (general waste) shall have red lids with dark green or black body; and
Recycle shall have yellow lids with dark green or black body.
Organic shall have green lids with dark green body.
Note, private contractors often supply bins for collection.
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 4
RESPONSIBILITIES
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
4.5 WASTE STORAGE AREA
Table 5 demonstrates the cumulative space requirements and provision of waste areas in the of the proposed
development.
Table 5 Waste Area Space Requirements
Stream Space Required (excluding circulation) Space Provided
General Waste 10.64m2
Commingled Recycling 7.98m2 78.00m2
2
Organics 11.76m
TOTAL 30.38m2 78.00m2
Waste management would be overseen by building management.
4.6 WASTE COLLECTION
Commercial waste would be collected by private contractor as follows:
8 x 1,100L garbage bin collected three times per week;
6 x 1,100L commingled recycling bin collected three times per week; and
12 x 66L organic bin collected three times per week.
All waste bins would be stored on-site in the waste room provided at the basement level 1 (refer to APPENDIX 1).
In accordance with Stonnington City Council requirements (Clause 901(12)), waste collections are to occur between
7:00 a.m and 10:00 p.m on Mondays to Saturdays or between 9:00 a.m to 10:00 p.m on Sundays and public
holidays.
General waste collections would occur via a 6.35m low profile waste collection vehicle with an operating height
clearance of less than 2100mm. There is sufficient headroom in basement level 1, and access way to the basement
level 1, to allow passage of a 6.35m waste collection vehicles (refer to APPENDIX 2).
Waste collection vehicles would enter the subject site via a forward motion from Victoria Street.
Waste collection vehicles would prop safely at the basement level 1 loading bay.
Vehicle operators would ferry waste bins from the waste room and return upon emptying.
Waste collection vehicles would exit the loading bay in a forwards direction, exiting the subject site onto Victoria
Street.
Building management would ensure that waste vehicle operators are able to access the waste room.
Commercial waste bins would not be presented to street kerb at any point.
5 RESPONSIBILITIES
Building management would be responsible for overseeing waste management within the development.
Responsibilities would include:
Provide commercial tenants with a waste management handbook which would include information on bin
storage areas, transfer paths and waste management methods onsite;
Inspecting waste stores;
Reviewing contamination within bins; and
Investigating incidents of inappropriate waste storage (or aggregation).
Building management would ensure anyone found responsible for inappropriate waste disposal would be
appropriately educated and made aware of correct waste disposal techniques.
It is recommended that building management conducts a waste audit if waste is found to be inappropriately
deposited by users or if the bin capacities need to be reviewed.
5 TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
SIGNAGE
6 SIGNAGE
Waste storage areas and bins would be clearly marked and signed with the industry standard signage approved
by Sustainability Victoria or equivalent. The typical Sustainability Victoria signage is illustrated in Figure 2.
Sustainability Victoria Signage
7 SUSTAINABILITY ACTION PLAN AND INITIATIVES
The importance of restructuring the institutional waste management methods in developments is becoming more
apparent as we experience the adverse impacts of increasing waste volumes and declining recycling rates.
Developments such as the proposed subject site can contribute towards the prevention and reduction of
nationwide waste generation volumes as well as to promote a local circular economy system.
Building management should encourage users by demonstrating a commitment towards waste avoidance and
minimisation initiatives. The waste hierarchy as detailed in the Environmental Protection Act 1970 should be
observed in order of preference (refer to Figure 3).
Waste Hierarchy
In addition to the waste management strategy detailed in the enclosed report, building management can establish
landfill diversion and recycling targets and conduct periodic waste audits to monitor contamination levels in
recycling and organics bins. The results of the audit could be shared with commercial tenants to encourage them
to continue or to improve their waste separation efforts. The audit may also be beneficial from a cost perspective
as it would inform building management of opportunities to reduce bin numbers or collection frequencies.
Commercial tenants should be inducted on on-site waste management practices and on the development’s
sustainability action plan via the provision of a handbook or in-person training, as deemed necessary. Commercial
tenancies should be encouraged to minimise single use packaging and promote re-use by providing opportunities
to consumers to utilise their own reusable containers or bags.
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 6WASTE AREA REQUIREMENTS
COMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
8 WASTE AREA REQUIREMENTS
8.1 VENTILATION
Ventilation would be provided in accordance with Australian Standard AS1668.
The waste room will be equipped with tight fitting doors and impervious flooring. Any openings within the waste
room will be fitted with vermin-proof mesh.
8.2 LITTER MANAGEMENT, WASHING AND STORMWATER POLLUTION
PREVENTION
An appropriately drained wash down area would be provided within the bin room in which each bin is to be washed
regularly by building management. Bin washing areas or bin wash bays must discharge to a litter trap. Bin wash
areas should not discharge into stormwater drainage.
Alternatively, a third-party bin washing service can be engaged to perform this service. Bin washing suppliers
must retain all waste water to within their washing apparatus so as to not impact on the drainage provisions of
the site.
Building management and cleaners would be responsible in ensuring the following to prevent or minimise the
dispersion of litter throughout the site:
Prevent overfilling of bins by ensuring bin lids are closed at all times;
Require waste contractor to remove any spillage that may occur during waste collections; and
Ensure anyone found responsible for inappropriate waste disposal or dumping would be appropriately
educated and made aware of correct waste disposal techniques.
8.3 NOISE REDUCTION
All waste areas would meet EPA, BCA and AS2107 acoustic requirements as appropriate within operational hours
assigned to minimise acoustic impact on surrounding premises.
Waste collection timings in accordance with Stonnington City Council requirements (Clause 901(12)) have been
stipulated in the waste collection section above.
Waste contractors should also abide by the following regulations to ensure minimal noise impacts to the
neighboring properties:
Compaction only to be carried while on the move;
Bottles should not be broken up at the point of collection
Routes that service entirely residential areas should be altered to reduce early morning disturbances; and
Noisy verbal communication between operators should be avoided where possible.
8.4 DDA COMPLIANCE
All waste areas to be accessed by commercial staff/residents would comply with AS1428.1:2009.
9 SUPPLIER CONTACT INFORMATION
Table 6 provides a list of equipment specified by this waste management plan.
Below is a complimentary listing of contractors and equipment suppliers. You are not obligated to procure
goods/services from these companies. This is not, nor is it intended to be a complete list of available suppliers.
7 TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORSCOMMERCIAL DEVELOPMENT 196-206 HIGH STREET, WINDSOR
SUPPLIER CONTACT INFORMATION
SALT does not warrant (or make representations for) the goods/services provided by these suppliers.
Table 6 High Level Purchasing Schedule
Item Quantity Supplier Notes
6 x 1,100L bins for commingled recycling
1,100L Bins 14
Private Supplier* 8 x 1,100L bins for garbage
660L Bins 12 12 x 660L bins for organics
*Private waste collection contractors often supply their own bins for collection.
9.1 WASTE COLLECTORS
9.1.1 GARBAGE, RECYCLING AND ORGANICS
Budget Waste - 1800 292 783
Citywide Waste - 03 9261 5000
CSC Waste – 1300 499 927
iDump – 1300 443 867
VISY Waste Management – 03 9369 7447
9.2 BIN WASHING SERVICES
The Bin Butler – 1300 788 123
Calcorp Services – 1888 225 267
WBCM Environmental – 1300 800 621
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 8WASTE ROOM DRAWING
1 1
TP301 TP300 FOR INFORMATION
A B C D E F
G NOT FOR CONSTRUCTION
6000 9000 7500 7500 9000 6000
TITLE BOUNDARY 98° 28' 05" 45.51 m
350
1
WATER METER SERVICES
SERVICES ROOM
5mx3mx2.4m 40 m²
5200
190 m² FIRE PUMPS & FIRE TANKS
31mx4.6mx3.5m
GREASE ARRESTORS
5mx3.5mx2.4m
3.5mx1mx2.5m
12mx3mx2.7m 12mx3mx2.7m
2
ROOMS LOCATION 650
SUBJECT TO MFB GENERAL NOTES
GREASE ARRESTORS APPROVAL
5mx3.5mx2.4m 01. © COPYRIGHT OF THIS DRAWING IS VESTED IN K2LD
TITLE BOUNDARY
ARCHITECTS PTY. LTD.
CARPARK
6100
02. ALL WORKS MUST COMPLY WITH THE BUILDING CODE OF
AUSTRALIA AND ALL OTHER RELEVANT BY-LAWS AND
1220 m² AUTHORITIES.
9000
14 SPACES
03. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
1699 14500 GOVERN.
900
187° 11' 05" 10.49 m
400mm SPACING
04. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED
BETWEEN
RACKS OTHERWISE.
1
270
05. BUILDER MUST VERIFY ALL DIMENSIONS, SET OUTS,
2800
RETAIL
1671
LEVELS ETC. PRIOR TO COMMENCEMENT OF ANY WORK OR
BIKE STORE PREPARATION OF SHOP DRAWINGS. REPORT ANY
NOTE:
INFRASTRUCTURE
2105
74 BIKE SPACES DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION.
ELEC. VEHICLE
CHARGING
31 TRIPLE (50% ON GROUND) GRADIENT OF 1:200 (0.5%) DRAINAGE
LOCKERS THIS
06. TO ALLDRAWING
COVERED MUST
AREAS.BE READ IN CONJUNCTION WITH ALL
1175
RELEVANT CONTRACTS, SPECIFICATIONS, REPORTS AND
0 3
435
200 DRAWINGS.
1
776
TP302 2 07. ARCHITECTURAL DOCUMENTATION TO BE READ IN
CONJUNCTION WITH ALL INTERIOR, SERVICES AND
7° 05' 05" 45.91 m
STRUCTURAL ENGINEERS DOCUMENTATION AND
2600
3200
RETAIL
SPECIFICATIONS. ANY AND ALL DISCREPANCIES TO BE
REPORTED TO ARCHITECT FOR CLARIFICATION.
2000
FEMALE EOT
BIKE PATH
B.O.H.
08. ARCHITECTURE, STRUCTURE & SERVICES ARE
LIFT
COORDINATED IN PRINCIPLE. PLEASE REFER TO INTERIOR
1:8
3
265
5599
6400 PACKAGE FOR CURRENT ROOM LAYOUTS AND FINISHES
2600
9000
400mm
COMM.
SPACING
BETWEEN
2800
4900 RACKS
COM. COM.
LIFT LIFT 2498
4
TITLE BOUNDARY
270
270
2600
COMM.
1:6.5
CORE
INFRASTRUCTURE
ELEC. VEHICLE
CHARGING
101 m²
1200
4 TP1 09.03.21 Development Facilitation - Priority Project
Application - Revised
TP0 12.02.21 Development Facilitation - Priority Project
5
650 6382 1200 application
REV. DATE AMENDMENT
2600
COMM.
6
2600
9000
COMM.
LOADING
BAY
1:5
7
EOT
CLEANERS
2600
187 m²
COMM.
MALE EOT
LEVEL 2, 49 EXHIBITION STREET , MELBOURNE, 3000 VICTORIA
INFRASTRUCTURE
31 TRIPLE
ELEC. VEHICLE
LOCKERS t: (+61 3) 9667 5400 f: (+61 3) 9639 5337 e: info@k2ld.com.au
CHARGING
DDA DRYING
SHOWER + ROOM
1175
1794
CLIENT
WC 5
1:8
Chapter Group Pty Ltd
8
671
2600
1794
COMM.
PROJECT
206 HIGH ST.
544
COMMERCIAL
7500
6100
1:76 14405
14500
ADDRESS
SWITCH ROOM
8mx4mx3.5m
206 HIGH STREET,
WINDSOR
SERVICES 9 10 COMM. 11 COMM. 12 COMM. 13 COMM. 14 COMM. 6
38 m² 2 X 1.5m WASH DOWN AREA +
W
W
W
W
W
W
O
W
HOSE
2400 2400 2800 1525 2800 2800 2205 2800 2820 300 DRAWING TITLE
4900
Basement 01 Floor Plan
5400
WASTE ROOM
SERVICES
5300
8 X 1, 100L GARBAGE
6 X 1, 100L COMMINGLED RECYCLING
R
O
ELEC. VEHICLE
12 X 660L ORGANIC BINS
78 m²
CHARGING
INFRASTRUCTURE
O
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O
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456
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7 SCALE DATE DRAWN CHECKED
TITLE BOUNDARY 1 : 100 @ A1 09/24/19 VH ME
278° 29' 45" 45.54 m
PROJECT NO.
P19-011
DRAWING NO. REV.
TP101 TP1SWEPT PATH ANALYSIS
98° 28' 05" 45.51 m 98° 28' 05" 45.51 m
350
350
WATER METER SERVICES WATER METER SERVICES
SERVICES ROOM SERVICES ROOM
5mx3mx2.4m 40 m² 5mx3mx2.4m 40 m²
190 m² FIRE PUMPS & FIRE TANKS 190 m² FIRE PUMPS & FIRE TANKS
31mx4.6mx3.5m 31mx4.6mx3.5m
GREASE ARRESTORS GREASE ARRESTORS
5mx3.5mx2.4m 5mx3.5mx2.4m
3.5mx1mx2.5m 3.5mx1mx2.5m
12mx3mx2.7m 12mx3mx2.7m 12mx3mx2.7m 12mx3mx2.7m
ROOMS LOCATION 650 ROOMS LOCATION 650
SUBJECT TO MFB SUBJECT TO MFB
APPROVAL APPROVAL
TITLE BOUNDARY
TITLE BOUNDARY
CARPARK CARPARK
6100
6100
1220 m² 1220 m²
14 SPACES 14 SPACES
1699 14500 1699 14500
187° 11' 05" 10.49 m
187° 11' 05" 10.49 m
400mm SPACING 400mm SPACING
BETWEEN BETWEEN
1 RACKS 1 RACKS
270
270
RETAIL
RETAIL
1671
1671
BIKE STORE BIKE STORE
2105
2105
74 BIKE SPACES 74 BIKE SPACES
31 TRIPLE (50% ON GROUND) 31 TRIPLE (50% ON GROUND)
LOCKERS LOCKERS
0 0
200 200
435
435
776
776
2 2
3200
3200
RETAIL
RETAIL
FEMALE EOT 2000 FEMALE EOT 2000
BIKE PATH
BIKE PATH
B.O.H. B.O.H.
LIFT LIFT
1:8
1:8
3 3
265
265
5599
5599
6400 6400
400mm 400mm
COMM.
COMM.
SPACING SPACING
BETWEEN BETWEEN
2800
2800
RACKS RACKS
COM. COM. COM. COM.
4
LIFT LIFT 2498 4
LIFT LIFT 2498
270
270
270
270
COMM.
COMM.
1:6.5
1:6.5
CORE CORE
101 m² 101 m²
5 5
6382 1200 6382 1200
COMM.
COMM.
6 6
COMM.
COMM.
LOADING
LOADING
BAY
BAY
1:5
1:5
7 7
EOT EOT
CLEANERS CLEANERS
187 m² 187 m²
COMM.
COMM.
MALE EOT MALE EOT
31 TRIPLE 31 TRIPLE
LOCKERS LOCKERS
DDA DRYING DDA DRYING
SHOWER + ROOM SHOWER + ROOM
1794
1794
WC WC
1:8
1:8
8 8
671 671
1794 1794
COMM.
COMM.
6100
6100
1:76 14405 1:76 14405
14500 14500
9 10 COMM. 11 COMM. 12 COMM. 13 COMM. 14 COMM. 9 10 COMM. 11 COMM. 12 COMM. 13 COMM. 14 COMM.
2 X 1.5m WASH DOWN AREA + 2 X 1.5m WASH DOWN AREA +
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
O
HOSE HOSE
2400 2400 2800 1525 2800 2800 2205 2800 2820 300 2400 2400 2800 1525 2800 2800 2205 2800 2820 300
4900
4900
5400
5400
WASTE ROOM WASTE ROOM
8 X 1, 100L GARBAGE SERVICES 8 X 1, 100L GARBAGE SERVICES
6 X 1, 100L COMMINGLED RECYCLING 6 X 1, 100L COMMINGLED RECYCLING
R
R
VEHICLE LEGEND
6.35m GARBAGE TRUCK 300mm CLEARANCE SALT-18103-SK-006
6.35m GARBAGE TRUCK OVERHANG 6.35m GARWOOD MINER
6.35m GARBAGETRUCK FRONT WHEEL LINE SWEPT PATH MANOEUVRE
6.35m GARBAGE TRUCK REAR WHEEL LINE L.C. 10.03.2021
6.35m GARBAGE TRUCK CENTRELINE 0 5 8m
SCALE 1:200 @A3Service. Approachability. Loyalty. Transparency.
MELBOURNE Level 3/51 Queens Street Melbourne VIC 3000
+61 3 9020 4225
SYDNEY Level 17/40 Mount Street, North Sydney NSW 2060
+61 2 8415 9781
HOBART Level 4, 116 Bathurst St Hobart TAS 7000
+61 400 535 634
www.salt3.com.au
TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS
2016 EAST GIPPSLAND BUSINESS AWARDS FINALIST
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