Traffic Engineering Assessment - Proposed Amendment to Planning Permit No. 693/2019 331-335 St Kilda Road, St Kilda - The City of Port Phillip
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Traffic Engineering Assessment Proposed Amendment to Planning Permit No. 693/2019 331-335 St Kilda Road, St Kilda Prepared for Matrix 333 St Kilda (AUS) Pty Ltd July 2021 G26491R-02B Level 28, 459 Collins St T: 03 9822 2888 Traffix Group Pty Ltd Melbourne Victoria 3000 admin@traffixgroup.com.au ABN: 32 100 481 570 traffixgroup.com.au
Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
Document Control
Our Reference: G26491R-02B
Issue No. Type Date Prepared By Approved By
A Final 23/07/2021 F. Banh M. O’Shea
A Amended Final 27/07/2021 F. Banh M. O’Shea
COPYRIGHT: The ideas and material contained in this document are the property of Traffix Group (Traffix Group Pty Ltd – ABN 32 100 481 570).
Use or copying of this document in whole or in part without the written permission of Traffix Group constitutes an infringement of copyright.
LIMITATION: This report has been prepared on behalf of and for the exclusive use of Traffix Group’s client and is subject to and issued
in connection with the provisions of the agreement between Traffix Group and its client. Traffix Group accepts no liability or responsibility
whatsoever for or in respect of any use of or reliance upon this report by any third party.
G26491R-02B 2
Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
Table of Contents
1. Introduction ............................................................................................................ 5
2. Proposal ................................................................................................................. 5
3. Existing Conditions ................................................................................................. 6
3.1. Subject Site .......................................................................................................................... 6
4. Traffic Engineering Assessment ............................................................................. 9
4.1. Car Parking Assessment ..................................................................................................... 9
4.2. Bicycle Parking Provision .................................................................................................. 11
4.3. Review of Carpark Layout and Vehicle Access Arrangements ....................................... 12
4.4. Loading and Waste Collection Arrangements ................................................................. 17
4.4.1. Loading....................................................................................................................... 17
4.4.2. Waste Collection........................................................................................................ 17
4.5. Traffic Impact Assessment .............................................................................................. 18
4.5.1. Traffic Generation ..................................................................................................... 18
5. Conclusions.......................................................................................................... 19
List of Figures
Figure 1: Locality Plan (Source: Melway) 7
Figure 2: Aerial Photograph (Source: Nearmap) 8
List of Tables
Table 1: Development Summary 5
Table 2: Statutory Car Parking Assessment – Planning Permit No. 693/2019 9
Table 3: Statutory Bicycle Parking Assessment - Clause 52.34 11
Table 4: Design of Bicycle Parking 12
Table 5: Carpark Layout and Access Assessment 13
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Assessment 331-335 St Kilda Road, St Kilda
List of Appendices
Appendix A Development Plans
Appendix B Swept Path Diagrams
G26491R-02B 4Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
1. Introduction
Traffix Group has been engaged by Matrix 333 St Kilda (AUS) Pty Ltd to prepare a traffic
engineering report for a proposed amendment to Planning Permit No. 693/2019 applying to
the land at 331-335 St Kilda Road, St Kilda.
This report provides a detailed traffic engineering assessment of the parking and traffic
issues associated with the proposed development.
2. Proposal
The proposal is for a multi-storey mixed use development on the site.
Our assessment is based on the development plans prepared by Rothe Lowman (Revision
P13 dated 22 July 2021). A copy of the development plans is attached at Appendix A.
A development summary associated with the current development scheme is provided as
follows (including car parking allocation).
Table 1: Development Summary
Characteristics Description
Uses Size/No. Car Parking Notes
Dwellings: Parking rates:
One-bedroom Apt. 3 3 1/dwelling
Two-bedroom Apt. 55 55 1/dwelling
16 32 2/dwelling
Three/Four-bedroom Apt.
Retail 379.9m² 8 2.1/100m2
Food and Drink Premises
168.4m² 2 1.19/100m2
(Café)
Visitor/Customers 10 -
114 car spaces Located in 2-level basement
Car Parking Provision (inc. 1 DDA space) Surplus of 4 resident spaces
99 in 2-level basement
Bicycle Parking Provision 111 bicycle spaces
12 at ground level
Other Parking provision 5 motorcycle spaces Located in Basement 2
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Assessment 331-335 St Kilda Road, St Kilda
Characteristics Description
Other Notes
Vehicle Access 6.2m wide accessway to Blanche Street near the site’s western
boundary
Changes to on-street parking 16 on-street car spaces will continue to be available, including:
10 spaces along St Kilda Road
6 spaces along Blanche Street
Loading Provision Loading bay of 6.4m x 4.0m within Basement 1 for waste collection
and resident/commercial loading
Waste Collection Within Basement 1 loading bay using Hino mini-waste truck
3. Existing Conditions
3.1. Subject Site
The subject site is located on the north-western corner of the intersection between St Kilda
Road and Blanche Street in St Kilda. A locality plan and aerial view are presented in Figure 1
and Figure 2, respectively.
The site has an area of 2,543m2 and frontages to St Kilda Road and Blanche Street of 76.29m
and 54.08m, respectively.
The site is currently occupied by a three storey backpacker and budget accommodation. A
single-width crossover provides access to the site along the site’s western boundary from
Blanche Street. A total of 20 formal car spaces are available for staff and guests at the rear
of the site within an at-grade carpark. A single-width crossover provides access to the site
along the site’s western boundary from Blanche Street. In addition to formal parking, an
informal grass area provides car parking for approximately an additional 8 cars on the site,
whilst the accessway to Blanche Street also accommodates a number of cars on the site
informally.
A total of 16 spaces are available along the site’s frontages, comprising:
• 8 x ‘10P Ticket 8am-6pm Mon-Fri’ car spaces along the site’s St Kilda Road frontage,
• 2 x ‘¼P All Other Times’ car spaces along the site’s St Kilda Road frontage, and
• 6 x ‘2P 9am-5pm Mon-Fri, 9am-12pm Sat’ car spaces along the site’s Blanche Street
frontage.
A total of 10 bicycle spaces (provided via 5 bicycle loops) are provided along the site’s
frontage to St Kilda Road within the verge nearby to the pedestrian access to the site.
G26491R-02B 6Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
The site is located within a Commercial 1 Zone (C1Z) under the Planning Scheme and within
the Principal Public Transport Network Area (PPTN). Land use within the immediate vicinity
of the site is mixed use, comprising both commercial and residential uses, with commercial
along the east side of St Kilda Road nearby to the site.
The site is located approximately 350m north-west of the Balaclava Activity Centre1. This
Activity Centre is centred on Carlisle Street and includes a mixture of commercial and
community uses. A number of other Activity Centres (Acland Street, Fitzroy Street and St
Kilda Junction) are also located within approximately 1km of the site.
Significant non-residential land uses in the nearby area include:
• St Kilda Town Hall, located approximately 400m south-east of the site,
• St Kilda Primary School, located approximately 500m south-east of the site,
• St Kilda Botanical Gardens, located approximately 750m south of the site,
• St. Michael’s Grammar School, located approximately 900m north-east of the site, and
• Albert Park, located approximately 1.1km north-west of the site.
Subject Site
Figure 1: Locality Plan (Source: Melway)
1 As referenced in Plan Melbourne (dated May, 2014).
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Assessment 331-335 St Kilda Road, St Kilda
Subject Site
Figure 2: Aerial Photograph (Source: Nearmap)
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Assessment 331-335 St Kilda Road, St Kilda
4. Traffic Engineering Assessment
4.1. Car Parking Assessment
Condition 12 of Planning Permit No. 693/2019 details the car parking allocation required for
the proposed uses of the development, as follows:
12. Without the further written consent of the responsible authority the car parking
must be allocated as follows:
a) not less than 2 car spaces for each 100m² of office floor space.
b) not less than 2 car spaces to each 100m² of retail/shop floor space (2
spaces per tenancy).
c) not less than 1 car spaces to each 100m² of café floor space (2 spaces per
tenancy).
d) not less than one car space to each one and two bedroom dwelling and not
less than two spaces for each three bedroom (or larger) dwelling.
e) At least 10 car spaces allocated for the office/shop/café tenancy
visitors/customers.
Accordingly, as the office use is no longer proposed, Condition 12(a) does not apply to the
development.
An assessment of the car parking requirement of the development against the rates
presented under Condition 12 of Planning Permit No. 693/2019 is set out in the table below.
Table 2: Statutory Car Parking Assessment – Planning Permit No. 693/2019
Use Size/No. Planning Permit No. Car Parking Car Parking Shortfall/
693/2019 Req. Req. Provision Surplus
One-bedroom apt. 3 3 3 0
1 car space per one or two-
bedroom dwelling
Two-bedroom apt. 55 55 55 0
Three/Four- 2 car spaces per three or
16 32 32 0
bedroom apt. more bedroom dwelling
Not less than 1 car spaces
Food and drink to each 100m² of café floor
168.4m² 2 2 0
premises (café) space (2 spaces per
tenancy)
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Assessment 331-335 St Kilda Road, St Kilda
Use Size/No. Planning Permit No. Car Parking Car Parking Shortfall/
693/2019 Req. Req. Provision Surplus
Not less than 2 car spaces
to each 100m² of
Retail 379.9m² 7 8 +1
retail/shop floor space (2
spaces per tenancy)
At least 10 car spaces
Visitor allocated for the
- 10 10 0
(Commercial) office/shop/café tenancy
visitors/customers
Surplus Resident Spaces - 4 +4
TOTAL 109 114 +5
Based on the above, a minimum requirement of 109 car spaces is required. The provision
and allocation of 114 car spaces accords with the requirements of Condition 1(h) and 12 of
Planning Permit No. 693/2019.
As the car parking provisions accord with the requirements of the Planning Permit, we are
satisfied that a reassessment under Clause 52.06 is not required at this time.
Disabled Parking
Clause 52.06-9 states that:
The car parking requirement specified in Table 1 includes disabled car parking
spaces. The proportion of spaces to be allocated as disabled spaces must be in
accordance with Australian Standard AS2890.6-2009 (disabled) and the Building Code of
Australia.
Disabled car parking is not required for the residential component under the Planning
Scheme or the National Construction Code (NCC).
One disabled car space is required under the NCC in relation to the commercial car
parking. One disabled car space is proposed to be provided for the development.
The provision of car parking complies with the requirements of Clause 52.06-5 and satisfies
the purpose of Clause 52.06 of the Planning Scheme.
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Assessment 331-335 St Kilda Road, St Kilda
4.2. Bicycle Parking Provision
Clause 52.34 of the Planning Scheme specifies bicycle parking requirements for new
developments. The purpose of Clause 52.34 is to:
• To encourage cycling as a mode of transport.
• To provide secure, accessible and convenient bicycle parking spaces and associated
shower and change facilities.
The development provides bicycle parking as follows:
• 99 secure bicycle spaces within the basement for residents and staff, provided as
follows:
– 79 wall-mounted racks
– 10 horizontal rails (20 spaces)
• 12 open bicycle rails at ground level along the site’s frontage to St Kilda Road for visitors.
The statutory bicycle parking requirement of the development under Clause 52.34 is set out
in the table below.
Table 3: Statutory Bicycle Parking Assessment - Clause 52.34
Use Size/No. Statutory Bicycle Parking Requirement No. Bicycle
spaces required
Residents/Employees Visitors/Customers
1 space to each 5 1 space to each 10 15 resident
Dwelling 74
dwellings dwellings 7 visitor
Retail other than 1 space per 500m² 2 employee
548.3m² 1 space per 300m²
specified (inc. Café) LFA 1 customer
TOTAL 25 spaces
Based on the above, provision of 111 bicycle spaces satisfies the bicycle parking provision
requirements of Clause 52.34.
Condition 14 requires the provision of six (6) bicycle rails along the site’s frontage to St Kilda
Road or a nearby location. This is provided in the form of 6 open horizontal rails along the
site’s frontage to St Kilda Road and Conditions 1(d) and 14 are satisfied.
A review of the layout of bicycle parking areas has been undertaken and we are satisfied that
the layout accord with the requirements of Clause 52.34 and AS2890.3-2015.
Clause 52.34 also requires consideration of end-of-trip facilities and the design of the bicycle
parking spaces. The table below reviews the design and provision of these facilities.
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Assessment 331-335 St Kilda Road, St Kilda
Table 4: Design of Bicycle Parking
Requirement Assessment Design Response
End of Trip Facilities - Table 2 & 3 of Clause 52.34-5
If 5 or more employee bicycle spaces are ✓ No shower is required for 1
required, 1 one shower for the first 5 employee employee bicycle space, however 2
bicycle spaces, plus 1 to each 10 employee shower facilities have been
bicycle spaces thereafter. provided.
1 change room or direct access to a communal ✓ The changeroom is combined with
change room to each shower. The change room the shower facilities with 20
may be a combined shower and change room. lockers.
Design of Bicycle Parking
Does the design comply with the design ✓ All bicycle spaces are designed in
requirements of Clause 52.34-6? accordance with the bicycle
parking specifications.
Does the design comply with the requirements ✓
of AS2890.3-2015?
Based on the above, we are satisfied that the provision of bicycle parking accords with the
requirements of Clause 52.34.
4.3. Review of Carpark Layout and Vehicle Access Arrangements
Traffix Group has provided design advice to the project architect to achieve a satisfactory
carpark layout. The proposed parking layout has been assessed under the following
guidelines:
• Clause 52.06-9 of the Planning Scheme (Design Standards for car parking),
• AS2890.1-2004 – Part 1: Off-Street Car Parking (where relevant), and
• AS2890.6-2009 – Part 6: Off-Street Car Parking for People with Disabilities.
An assessment against the relevant design standards of the Planning Scheme and
Australian Standards (where relevant) is provided in the table below.
G26491R-02B 12Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
Table 5: Carpark Layout and Access Assessment
Requirement Assessment Design Response
Clause 52.06-9 Design Standard 1 – Accessways
Must be at least 3m wide ✓ Accessways are greater
than 3m in width
Have an internal radius of at least 4m at changes of ✓ B99 design car can
direction or intersection or be at least 4.2m wide. navigate all bends.
Objective achieved.
Allow vehicles parked in the last space of a dead-end ✓
accessway in public car parks to exit in a forwards Complies.
direction with one manoeuvre.
Provide at least 2.1m headroom beneath overhead ✓
obstructions, calculated for a vehicle with a wheel base Complies.
of 2.8m.
If the accessway serves four or more car spaces or ✓
connects to a road in a Road Zone, the accessway must
Complies.
be designed so that cars can exit the site in a forward
direction.
Provide a passing area at the entrance at least 6.1m wide ✓
and 7m long if the accessway serves ten or more car
Passing area provided.
parking spaces and is either more than 50m long or
connects to a road in a Road Zone.
Have a corner splay or area at least 50% clear of visual ✓
obstructions extending at least 2m along the frontage
road from the edge of an exit lane and 2.5m along the
exit lane from the frontage, to provide a clear view of
pedestrians on the footpath of the frontage road. The Complies.
area clear of visual obstructions may include an adjacent
entry or exit lane where more than one lane is provided,
or adjacent landscaped areas, provided the landscaping
in those areas is less than 900mm in height.
If an accessway to four or more car parking spaces is ✓
from land in a Road Zone, the access to the car spaces Complies.
must be at least 6m from the road carriageway.
If entry to the car space is from a road, the width of the ✓
Not applicable
accessway may include the road.
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Assessment 331-335 St Kilda Road, St Kilda
Requirement Assessment Design Response
Clause 52.06-9 Design Standard 2 – Car Parking Spaces
Car parking spaces and accessways must have the ✓ All car spaces are 2.6m
minimum dimensions as outlined in Table 2 under Clause wide x 4.9m with a 6.4m
52.06-9. wide access aisle with
the exception of five (5)
Australian Standard
design car spaces
provided at 2.4m wide x
5.4m long.
Four (4) of the Australian
Standard spaces will be
allocated as a second
car space to the
three/four-bedroom
dwellings. One is
allocated to the retail
staff.
Access to and from the
critical car spaces within
the basement carpark
have been checked for
access by the B85
design car (specified at
Appendix B of AS2890.1-
2004).
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Assessment 331-335 St Kilda Road, St Kilda
Requirement Assessment Design Response
A wall, fence, column, tree, tree guard or any other ✓
structure that abuts a car space must not encroach into
the area marked ‘clearance required’ on Diagram 1, other
than:
• A column, tree or tree guard, which may project into a
space if it is within the area marked ‘tree or column
permitted’ on Diagram 1.
• A structure, which may project into the space if it is at
least 2.1 metres above the space.
Complies.
Car spaces in garages/carports must be at least 6m long
and 3.5m wide for a single space and 5.5m wide for a N/A No garages proposed.
double space measured inside the garage/carport.
Where parking spaces are provided in tandem, an
additional 0.5m in length must be provided between each N/A Complies.
space.
Where two or more car parking spaces are provided for a Not a residential
N/A
dwelling, at least one space must be under cover. development.
Disabled car parking spaces must be designed in
accordance with AS2890.6-2009 and the Building Code of
Australia. Disabled car parking spaces may encroach
into an accessway width specified in Table 2 by 0.5m. ✓ Complies.
A minimum headroom of 2.5m is to be provided above
the disabled car space in accordance with AS2890.6-
2009.
G26491R-02B 15Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
Requirement Assessment Design Response
Clause 52.06-9 Design Standard 3 - Gradients
Accessway grades must not be steeper than 1:10 (10 per ✓ Complies.
cent) within 5 metres of the frontage to ensure safety for
pedestrians and vehicles. The design must have regard
to the wheelbase of the vehicle being designed for;
pedestrian and vehicular traffic volumes; the nature of
the car park; and the slope and configuration of the
vehicle crossover at the site frontage.
This does not apply to accessways serving three
dwellings or less.
Ramps (except within 5 metres of the frontage) must ✓ Complies.
have the maximum grades as outlined in Table 3 and be
designed for vehicles travelling in a forward direction.
Where the difference in grade between two sections of ✓ Complies.
ramp or floor is greater that 1:8 (12.5 per cent) for a
summit grade change, or greater than 1:6.7 (15 per cent)
for a sag grade change, the ramp must include a
transition section of at least 2 metres to prevent vehicles
scraping or bottoming.
Plans must include an assessment of grade changes of ✓ Complies.
greater than 1:5.6 (18 per cent) or less than 3 metres
apart for clearances, to the satisfaction of the
responsible authority
Clause 52.06-9 Design Standard 4 – Mechanical Parking
At least 25 per cent of the mechanical car parking spaces
can accommodate a vehicle height of at least 1.8 metres.
Car parking spaces that require the operation of the
N/A No mechanical parking
system are not allocated to visitors unless used in a valet
proposed.
parking situation.
The design and operation is to the satisfaction of the
responsible authority.
G26491R-02B 16Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
4.4. Loading and Waste Collection Arrangements
Clause 65.01 of the Planning Scheme states that the Responsible Authority must consider a
number of matters as appropriate including:
• The adequacy of loading and unloading facilities and any associated amenity, traffic flow
and road safety impacts.
4.4.1. Loading
The loading arrangements will remain consistent to per approved conditions and adequately
accommodate waste collection and loading demands (small vans & utes).
The development includes a small café (168.4m²), retail tenancy (379.9m²) and 74 dwellings.
Given the small size of the café/retail tenancies, deliveries to the site will be undertaken by
smaller vans that can use the loading zone area located within basement level 1 or
alternatively, short-term car parking located along the site’s frontage to Blanche Street (2P
9am-6pm Mon-Sat) and St Kilda Road (1/4P All Other Times).
Furthermore, it is noted that a loading zone has been set aside within basement level 1 as a
‘loading/waste area’, in order to accommodate occasional loading activities and waste
collection activities. The headroom clearance leading to this area is limited to a 2.5m
headroom clearance (as required by AS2890.1-2004) and is not suitable for commercial
trucks, however could be used from time to time by tenants of the building to load or unload
small goods as necessary from suitably sizes vehicles. This space is only to be used
temporarily to ensure it is available at waste collection times.
Based on the above, we are satisfied that given the uses on the site, that the proposed
internal loading zone and external loading opportunities are acceptable.
4.4.2. Waste Collection
An updated Waste Management Plan is required to address Condition 19.
We have reviewed the Waste Management Plan prepared by Leigh Design Pty Ltd (dated 16
September, 2019) which details how waste collection will occur.
Residential and commercial waste bins will be stored within the designated refuse bin
storage areas located within the basement level 1 carpark.
It is proposed that waste collection will occur via a private contractor. The waste collection
vehicle (a 6.4m long and 2.08m high Waste Wise Mini rear loader) will enter the basement 1
carpark via Blanche Street, turn around within the site and empty the bins. A headroom
clearance of at least 2.4m is required at the location of collection of the larger 1,100L bins.
This has been met on the plans.
A swept path diagram demonstrating a waste vehicle collecting waste from within the
basement level 1 carpark is attached at Appendix B.
Overall, waste collection is not a significant issue in this development and will continue to be
satisfactory from a traffic engineering perspective.
G26491R-02B 17Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
4.5. Traffic Impact Assessment
4.5.1. Traffic Generation
Residents
Based on our experience and available case study data of similar higher density
developments within inner metropolitan areas, the apartments with 1 car space can be
expected to generate traffic at a rate of around 0.3 vehicle trips per dwelling per peak hour
and 3 vehicle trips per day, while the apartments with 2 car spaces can be expected to
generate traffic at a rate of around 0.5 vehicle trips per dwelling per peak hour and 5 vehicle
trips per day.
Adopting the above rates, the 74 apartments are expected to generate 254 vehicle trips per
day and 25 vehicle trips per peak hour.
Residential trips will be split approximately 20/80 in/out in the AM peak and 70/30 in/out in
the PM peak.
Staff Parking
As 10 car spaces are allocated to the commercial uses, a conservative assumption would be
that each space generates one trip per commuter peak hour, with one changeover during the
middle of the day.
This equates to 40 daily movements, with 10 vehicle trips expected to be generated in each
peak hour.
Total
It is noted that any traffic impacts associated with off-site parking demands will be evenly
distributed over the nearby road network.
In summary, the proposed development is expected to generate up to 35 vehicle trip ends per
peak hour. This level of traffic generation per peak hour is modest and represents on
average 1 vehicle trip per 1-2 minutes during a peak hour.
This level of traffic is consistent with the previously approved scheme2 and will have
negligible impacts on the operation of the nearby road network.
2
Traffic generation of the endorsed scheme (date stamped 16 February, 2021) expected to generate up to 34 vehicle trip ends
per peak hour.
G26491R-02B 18Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
5. Conclusions
Having undertaken a detailed traffic engineering assessment of the proposed amended
mixed-use development at 331-335 St Kilda Road, St Kilda, we are of the opinion that:
a) a minimum of 109 car spaces is required for the development under Condition 1(h) and
12 of Planning Permit No. 693/2019,
b) the provision and allocation of 114 car spaces on the site results in a surplus of 4
resident and 1 commercial space, exceeding the minimum car parking allocation
requirements of Condition 1(h) and 12,
c) bicycle parking provision is provided exceeding the minimum requirements of Clause
52.34 and satisfy Condition 1(d) and 14 of Planning Permit No. 693/2019 in regard to
the provision of an additional 6 rails,
d) the proposed parking layout and vehicle access arrangements accord with the
requirements of the Planning Scheme, Australian Standards (where relevant) and current
practice,
e) loading and waste collection will be adequately accommodated on-site as required, and
f) the level of traffic generated by the proposal will be moderate and can be
accommodated without any adverse impacts to the operation of the nearby road
network,
g) a dedicated loading zone is provided in basement level 1, along with the availability of
short-term parking provided along the site’s frontages to Blanche Street and St Kilda
Road,
h) waste collection can be undertaken via a private contractor from the basement using the
proposed loading zone, and
i) there are no traffic engineering reasons why an amended planning permit for the
proposed mixed-use development at 331-335 St Kilda Road, St Kilda should not be
approved, subject to appropriate conditions.
G26491R-02B 19Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
Appendix A ppendix
Appendix A Development Plans
G26491R-02B1
TP02.03 A
3
3850
TITLE BOUNDARY 98° 04' 55" (23.070 m)
TITLE BOUNDARY 6° 39' 15" (10.060 m)
10678
1200 1200
TYP 1500 TYP 1500
500
TYP
TYP
500
13 WALL-MOUNTED RESI BIKES
350 325 6 FLOOR MOUNTED CORA BIKE RAILS
16 WALL-MOUNTED BIKE RACKS ST TYP
25.9 m² 1975
RESI. RESI. RESI. RESI. RESI. RESI.
ST
1000
10 0
TYP
625
TYP
36.2 m²
0
TITLE BOUNDARY 6° 39' 15" (13.400 m)
0
18 0
TYP
6400
RESI.
375
CONVEX RESI.
MIRROR
RESI. RESI.
RESI.
RESI. RESI.
B 1 MOTORBIKE B
2500
TYP
RESI. RESI.
TI T
1200
TITLE BOUNDARY 5° 54' 55"
EBL
1512 TYP RESI.
2400
RESI. 6400 RESI
OU
RESI. 0
64 0
ND
ARY
RESI.
1
2400
CONVEX MIRROR RESI RESI.
163
TP02.02
1
° 35
350
5400 CARPARK 0
TYP
10 0 RESI.
2400
' 35
13 7
RESI 1941.7 m² TYP 1 1
" (7
0
2 .0
4 T 0
P
6 .2 8
RESI.
1646
@ 1:8
2.6m
(8.660 m)
MOTOR 63 RESIDENTIAL CARS
0m
?
BIKES 5 MOTORBIKES
)
RESI. RESI. RESI.
500 AHD -1.850
40kL IN-GROUND RAINWATER TANK TYP LIFT PIT
12.1m
@ 1:5
15 0
OVER RESI.
0 12
1800
13 5
BIKE STORE
00
2
34 WALL-MOUNTED BIKE RACKS
1000
TYP
79.1 m²
24 0
14 FLOOR MOUNTED CORA BIKE RAILS RESI.
4900
RESI.
0
(INC. 4 WITH GPOS FOR ELECTRIC BIKES) RESI
2600 0
RTP 54 0
RAINWATER TREATMENT PLANT RESI.
TITLE BOUNDARY 5° 40' 55"
500
RESI.
2 CAR SPACES FOR SMALL VEHICLES 350
RESI.
4900
RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI.
2900 2600 RESI.
490 E
RESI.
(13.590 m)
6400
2
350 350 RESI.
350
TYP TYP
1000
1000
TYP
TYP
1040
RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI. D RESI. RESI. RESI. RESI. ST
1050 46.2 m²
TITLE BOUNDARY 278° 02' 55" (54.073 m)
1
TP02.04
1 2 A
PRELIMINARY
Revisions ABBREVIATIONS: Project Drawing Project No Date Author Scale: @ A1 Drawing No.
P9 18.05.21 ISSUE FOR INFORMATION TF AC AIR CONDITIONER 331-335 St Kilda Road Basement 2 219016 28/06/19 ZL 1 : 250
P10
P11
20.05.21
07.07.21
SECTION 72 AMENDMENT DRAFT
ISSUE FOR INFORMATION
TF
TF
PS
XO
PRIVACY SCREEN
CROSS OVER
TP01.00 P13
P12 13.07.21 S72 AMENDMENT DRAFT R2 TF WC OFFICE TOILET 331-335 St Kilda Road
P13 22.07.21 S72 AMENDMENT DRAFT R3 TF OG OBSCURE GLASS
Disclaimer: Rothe Lowman Property Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this Brisbane, Melbourne, Sydney
document.The recipient indemnifies Rothe Lowman Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, www.rothelowman.com.au
22/07/2021 4:20:13 PM unauthorized changes or reuse of the document on other projects without the permission of Rothe Lowman Property Pty. Ltd. Under no circumstance shall transfer of this
document be deemed a sale or constitute a transfer of the license to use this document. ABN 76 005 783 9971
TP02.03 A
3
3850
TITLE BOUNDARY 98° 04' 55" (23.070 m)
TITLE BOUNDARY 6° 39' 15" (10.060 m)
40kL DETENTION
TANK OVER
10678
16 WALL-MOUNTED
1200 RETAIL/CAFE BIKES
TYP 1500
350 VISITOR 325
TYP
500
TYP
4900
ST
TYP
1975 VISITOR VISITOR VISITOR VISITOR VISITOR
25.9 m² COLD WATER
1000
TYP
PUMP & TANK
20m2
TITLE BOUNDARY 6° 39' 15" (13.400 m)
2600
625
375
CAFE TYP
VISITOR
6400
4900 CONVEX
MIRROR AHD 1.350
2600
TYP
TYP
CAFE VISITOR
F CARPARK F
1861.8 m² VISITOR
RETAIL
B RETAIL
ST 0
B
64 0
8m
6400 VISITOR
RETAIL 15.3 m²
@1
TI T
G
:4 0
TITLE BOUNDARY 5° 54' 55"
EBL
1512 5400
2400
RETAIL
OU
RETAIL
ND
ARY
1 CONVEX MIRROR
163
12 0
TP02.02
4000
LOADING ZONE AHD 1.150
1
° 35
0
1 :2 0 RESI.
6400
m@
' 35
4
L LE R 1 1
" (7
RO 2 .0
1555
URE R TP 0
6 .2 8
E C RESI.
(8.660 m)
S TTE
SHU 50 CARS
@ 1:8
0m
2.6m
2m² RETAIL
4m @ 1:20
)
HARD WASTE
4m
RETAIL RETAIL 10 VISITOR RESI.
RESI ORGANIC 0
@1
8 RETAIL 10 0
BINS TYP
@ 1:5
2 CAFE
:2 0
13m
1.5m² RESI 602
350
30 RESIDENTIAL
TYP
RESI.
HARD WASTE
13 5
300 5690 300
COMM
2
ORGANIC BINS
FAN ROOM
24 0
GIT RESI.
24.5 m²
0
RESI
0
54 0
RESI.
TITLE BOUNDARY 5° 40' 55"
RESI. 0
12.1m
49 0 RESI.
@ 1:5
455
TYP
26 0
RESI. RESI. RESI. RESI. RESI. RESI. RESI.
TYP
RESI.
2m @
0
2600
1:8
RESI.
E
350
RESI.
(13.590 m)
CONVEX 2 SUBSTATION TRENCH ABOVE
MIRROR
350 2600 FSP
1000 250
TYP TYP
TYP
1040 RESI. RESI. RESI. RESI. RESI. RESI. RESI. RESI.
RESI. D RESI. RESI. RESI. FIRE PUMP ROOM
FSP
4900
TYP
347
93.0 m²
TITLE BOUNDARY 278° 02' 55" (54.073 m)
1
TP02.04
2
ZSK10.01
1 2 A
PRELIMINARY
Revisions Project Drawing Project No Date Author Scale: @ A1 Drawing No.
P9 18.05.21 ISSUE FOR INFORMATION TF
331-335 St Kilda Road Basement 1 219016 28/06/19 ZL 1 : 250
P10
P11
20.05.21
07.07.21
SECTION 72 AMENDMENT DRAFT
ISSUE FOR INFORMATION
TF
TF
ABBREVIATIONS:
AC AIR CONDITIONER
TP01.01 P13
P12 13.07.21 S72 AMENDMENT DRAFT R2 TF PS PRIVACY SCREEN
331-335 St Kilda Road
P13 22.07.21 S72 AMENDMENT DRAFT R3 TF XO CROSS OVER
WC OFFICE TOILET
OG OBSCURE GLASS Disclaimer: Rothe Lowman Property Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this Brisbane, Melbourne, Sydney
document.The recipient indemnifies Rothe Lowman Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, www.rothelowman.com.au
22/07/2021 4:20:21 PM unauthorized changes or reuse of the document on other projects without the permission of Rothe Lowman Property Pty. Ltd. Under no circumstance shall transfer of this
document be deemed a sale or constitute a transfer of the license to use this document. ABN 76 005 783 99773 INKERMAN STREET
DOUBLE STOREY
DWELLING
1
TP02.03
4 MARKET STREET
SINGLE STOREY 3 A
DWELLING
GAS
METER
3-5 MARKET STREET 8556 SECURE
DOUBLE STOREY WATER
COMMERCIAL ACCESS GATE
METER
TITLE BOUNDARY 98° 04' 55" (23.070 m)
TITLE BOUNDARY 6° 39' 15" (10.060 m)
6 MARKET STREET
BUILDING 40kL DETENTION
SINGLE STOREY DWELLING
OVERHEAD T TANK UNDER
60.9 m²
R.O.W.
NEW VISITOR
BIKE RACKS
8 MARKET STREET 12 BIKES
3 BED
SINGLE STOREY DWELLING W POS 106.4 m²
U.G07
3A
8611
10 MARKET STREET C W
DOUBLE STOREY DWELLING POS
T
32.5 m²
TITLE BOUNDARY 6° 39' 15" (13.400 m)
MARKET STREET 8275
7-9 MARKET STREET
2 BED +
DOUBLE STOREY
COMMERCIAL
95.8 m²
12 MARKET STREET POS U.G06 RETAIL
W 2E
SINGLE STOREY DWELLING 379.9 m²
F F
14 MARKET STREET B UP B
ST
SINGLE STOREY DWELLING W POS
T 2 BED + HYD
TI T
G 32.6 m² 95.8 m²
TITLE BOUNDARY 5° 54' 55"
EBL
U.G05
OU
2D CP EX
ND
BOO
COMM
ARY
1
KI
ST E
1
ELEC
163
TP02.02
R
FEMALE
RETAIL/CAFE EOT
°3
11 MARKET STREET DDA
5' 3
SINGLE STOREY WC SCV ALL-GENDER CHANGEROOM
LD
1 1
5" (
59.5 m² 2 SHOWERS
DWELLING 2 .0
TP 0
7 6 .2
20 LOCKERS
2 BED + MAIL
(8.660 m)
NGL 4.790
80
97.6 m² 17.3 m²
T STORE
m)
MALE
U.G04
39.4 m² 42.0 m²
A
2C EXISTING
1M DEEP SUN VISITOR BIKE
16 MARKET STREET AWNING O/HEAD
AIRLOCK RACKS
PRIVATE CARPARK
10 BIKES
64.7 m²
RO
SFL 4.850
FIP
13m @
COMMS
17.6 m² RESI LOBBY
1:5
TITLE BOUNDARY 5° 40' 55"
HYD
AD
116.1 m²
GYM
58.6 m² CAFE
SWITCHROOM 168.4 m²
6200
30.7 m²
13 MARKET STREET FIRE RATED
PRIVATE CARPARK 300 5690 300 MSB ROOM
E
2m @
1:8
(13.590 m)
CARPARK
Not 2
Enclosed 2 BED +
2 BED + 2 BED +
48 BLANCHE STREET 50 BLANCHE STREET 52 BLANCHE STREET SUBSTATION 74.3 m²
75.1 m² 97.7 m²
DOUBLE STOREY DOUBLE STOREY DOUBLE STOREY U.G01 U.G02 U.G03
TOWNHOUSE TOWNHOUSE TOWNHOUSE 2A 2A 2B
8.2m @ 1:10
SUBSTATION D
SECURITY DOOR T T T T T
HOISTING ZONE T
WITH REMOTE 4.6 m² 10.6 m² 4.5 m² 10.5 m² 4.6 m² 15.0 m²
2500
CONTROL
AHD 4.250
1246
500
TITLE BOUNDARY 278° 02' 55"
PS (54.073 m) PS
STORMWATER JUNCTION PIT
EXISTING POWERPOLE TO BE MOVED. 1
SUBJECT TO AUTHORITY'S CONSENT TP02.04
EXISTING XO TO
1 2 A
BLANCHE STREET BE WIDENED
PEDESTRIAN SIGHT
TRIANGLE. AREA TO BE
KEPT CLEAR OF VISUAL
OBSTRUCTIONS
39 - 41 BLANCHE STREET
DOUBLE STOREY
DWELLING
51 - 53 BLANCHE STREET
SINGLE STOREY
DWELLING
43 BLANCHE STREET 45 BLANCHE STREET 47 - 49 BLANCHE STREET 49A BLANCHE STREET
DOUBLE STOREY DOUBLE STOREY SINGLE STOREY SINGLE STOREY
55 BLANCHE ST 57 BLANCHE ST 59 BLANCHE STREET 61 BLANCHE STREET
DWELLING DWELLING DWELLING DWELLING
DOUBLE STOREY SINGLE STOREY SINGLE STOREY SINGLE STOREY
DWELLING DWELLING DWELLING DWELLING
17 MARKET STREET
DOUBLE STOREY 341 - 345 ST KILDA RD
DWELLING DOUBLE STOREY
COMMERCIAL
PRELIMINARY
Revisions Project Drawing Project No Date Author Scale: @ A1 Drawing No.
P13 20.05.21 SECTION 72 AMENDMENT DRAFT TF
331-335 St Kilda Road Ground Level 219016 20.08.19 ZL 1 : 250
P14
P15
31.05.21
07.07.21
ISSUE FOR INFORMATION
ISSUE FOR INFORMATION
TF
TF
ABBREVIATIONS:
AC AIR CONDITIONER
TP01.02 P17
P16 13.07.21 S72 AMENDMENT DRAFT R2 TF PS PRIVACY SCREEN
331-335 St Kilda Road
P17 22.07.21 S72 AMENDMENT DRAFT R3 TF XO CROSS OVER
WC OFFICE TOILET
OG OBSCURE GLASS Disclaimer: Rothe Lowman Property Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this Brisbane, Melbourne, Sydney
document.The recipient indemnifies Rothe Lowman Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, www.rothelowman.com.au
22/07/2021 4:20:37 PM unauthorized changes or reuse of the document on other projects without the permission of Rothe Lowman Property Pty. Ltd. Under no circumstance shall transfer of this
document be deemed a sale or constitute a transfer of the license to use this document. ABN 76 005 783 997Level 3
AHD 14.950
3400
RESIDENTIAL
1000 Level 2
AHD 11.550
3100
10100
RESIDENTIAL
Level 1
AHD 8.450
BLANCHE ST
METAL BATTEN TILT
GARAGE DOOR
3600
CARPARK ENTRY FREEBOARD 300mm
ABOVE FLOOD LEVEL
2200
Ground
2m @ AHD 4.850
1:8 AHD 4.510
3.2m @1:10
2200
LOADING BAY 13m @
1:5
3500
3160
2.6m @
1:8
2m @
Basement 1
1:8 AHD 1.350
2200
12.1m
@ AHD
1:5 AHD 0.000
3200
2.6m @ SMALL VEHICLE PARK
1920
1:8
4900 Basement 2
AHD -1.850
CARPARK SECTION 1
Level 3 Level 3
LOT BOUNDARY
AHD 14.950 AHD 14.950
RESIDENTIAL
3400
3400
RESIDENTIAL
Level 2 Level 2
AHD 11.550 AHD 11.550
3100
3100
RESIDENTIAL RESIDENTIAL
Level 1 Level 1
AHD 8.450 AHD 8.450
BLANCHE ST
POTENTIAL EMF
SCREENING AND
THERMAL
FIRE RATED
3600
3600
INSULATION
RESIDENTIAL MSB ROOM SUBSTATION HOISTING
VENTILATION ZONE
Ground Ground
AHD 4.850 DUCT FLOOD LEVEL AHD 4.850
AHD 4.210
600
SUBSTATION TRENCH
CLEAR HEIGHT
1000
CABLE
CLEAR HEADHEIGHT
3500
3500
TRENCH
2700
2100
Basement 1 Basement 1
AHD 1.350 AHD 1.350
600
AHD AHD
AHD 0.000 AHD 0.000
CLEAR HEIGHT
3200
3200
2400
Basement 2 Basement 2
AHD -1.850 AHD -1.850
CARPARK SECTION 3 CARPARK SECTION 2
PRELIMINARY
Revisions Project Drawing Project No Date Author Scale: @ A1 Drawing No.
P1 06.05.20 ISSUE FOR COMMENT DB
331-335 St Kilda Road Carpark Section 219016 28/06/19 ZL 1 : 100
B
P2
24.06.20
20.05.21
WITHOUT PREJUDICE DRAFT
SECTION 72 AMENDMENT DRAFT
DB
TF
TP03.02 P4
P3 13.07.21 S72 AMENDMENT DRAFT R2 TF 331-335 St Kilda Road
P4 22.07.21 S72 AMENDMENT DRAFT R3 TF
Disclaimer: Rothe Lowman Property Pty. Ltd. retains all common law, statutory law and other rights including copyright and intellectual property rights in respect of this Brisbane, Melbourne, Sydney
document.The recipient indemnifies Rothe Lowman Property Pty. Ltd. against all claims resulting from use of this document for any purpose other than its intended use, www.rothelowman.com.au
22/07/2021 4:25:01 PM unauthorized changes or reuse of the document on other projects without the permission of Rothe Lowman Property Pty. Ltd. Under no circumstance shall transfer of this
document be deemed a sale or constitute a transfer of the license to use this document. ABN 76 005 783 997Traffic Engineering
Assessment 331-335 St Kilda Road, St Kilda
Appendix B ppendix
Appendix B Swept Path Diagrams
G26491R-02BYou can also read
