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Initiator: Humphreys Reynolds Perkins North Qld Recipient: Mackay Regional Council

Information response provided02/04/2014 5:44:51 PM

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Smart eDA ID: , Your Reference ID: 1387237051326 DA-2013-436

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DescriptionCardno HRP Planning Consultants (Default Office) provided an informationresponse.

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Cardno (QLD) Pty Ltd ABN 57 051 074 992

Level 2

56 Gordon Street

Mackay QLD 4740

Australia

PO Box 244

Mackay QLD 4740

Australia

Phone: +61 7 4953 2877

Fax: +61 7 4953 2577

www.cardno.com

www.hrppc.com.au

Our Ref: MJ:LD: HRP13213 Your Ref: DA-2013-436 2 April 2014

The Chief Executive Officer Mackay Regional Council PO Box 41 MACKAY QLD 4740

Attention: Kathryn Goodman

Dear Kathryn

RESPONSE TO INFORMATION REQUEST – 440 BRIDGE ROAD, WEST MACKAY – LOT 16 RP709427 – MATERIAL CHANGE OF USE – 12 MULTIPLE DWELLING UNITS – DA-2013-436 – MICHAEL C HARRIS In accordance with Section 278 of the Sustainable Planning Act 2009 (SPA), please find outlined below our response to Council’s Information Request dated 28 January 2014.

1. Provide a Waste Management Plan detailing waste servicing arrangements and

vehicle manoeuvring for waste collection on site. Domestic waste is the

responsibility of Council and you are required to comply with Council provided

services. It is recommended you contact Council’s Waste Services Department to

discuss these requirements. Refer Council Policy No. 053 – Waste Collection

Services

http://www.mackay.qld.gov.au/__data/assets/pdf_file/0005/111776/053_-

_Waste_Collection_Services_-_Reviewed_August,_2013.pdf .

Note that based on our review of the policy and preliminary discussions with

Waste Services it may not be possible to reverse onto Hume Street. As such, the

development will need to be redesigned to allow the garbage truck to manoeuvre

onsite unless you can provide evidence that the current arrangement is

acceptable.

Response: Cardno HRP met with Mark Goodman – Waste Services Coordinator at the site at 8am Friday 21 February 2014 to discuss the proposed waste collection service for the site. It was identified that due to the sites location and development layout that a garbage truck would not be able to enter and exit the site to pick up a front loading bulk bin. It was agreed to onsite that the development would be serviced by wheelie bins, with collection from the Hume Street Frontage (refer Figure 1 below). Further it was noted that 6 general waste and 6 recycling bins may be required at the discretion of Waste Services, with a bi-weekly pick up service.

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Figure 1 – Approximate Location of Wheelie Bins

2. Access to the site must be located on Hume Street at the north-eastern boundary of the lot.

The location of the existing power pole is to be considered, and the stay relocated.

Response: The proposed access to the development has been located to the most north-eastern part of Hume Street, whilst maintaining a 1.5m clear zone from the existing wire stay. STP Engineers have reviewed the requirements of the proposed access and note that it is clear of the existing Bridge Road roundabout and they do not note any perceived vehicular conflict.

3. An engineering report is required as part of the Development Application. The report is to

include.

‐ Location of existing services and how the proposed complex will be serviced for

water, sewer, stormwater, power and telephone.

‐ A preliminary design of the required sewer extension and the location of the

existing house drain.

- Demonstrate how the property will drain (will require survey levels) and identify if

there are any external catchments.

‐ Inclusion of plans showing the above requirements.

Response: STP Engineers have prepared an Engineering Report to accompany the Response to Information Request (refer Attachment A – Engineering and Stormwater Report).In Summary of the report:

The development will connect to the existing 200mm water main within the Bridge Road

Reserve;

The development will connect to the existing sewer main located within the adjoining property

to the north. Further it is noted that a sewer main extension, new manhole and connection will

Additional area if required

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be provided to enable servicing of the development. The existing house drain will be removed

as required;

Stormwater will be detained and treated prior to discharging to the kerb and channel;

- The site will connect to the existing transformer located on the power pole along the Bridge

Road frontage (refer Figure 2 below). If a pillar (green boy) is required, it shall be located in

the south-west corner of the lot;

There is existing telecommunications infrastructure available to the site, which will be

connected to as part of the development.

Figure 2 – Existing pole mounted transformer adjacent site along Bridge Road

4. Provide written approval from the owners of 20 Hume Street to enter their site and undertake

construction work for the sewer main extension.

Response: It is not reasonable or relevant that the applicant be required to obtain adjoining owner’s consent for connection to Council infrastructure. This is a matter of “right of entry” and therefore not a relevant consideration for development assessment. This is distinct from a stormwater discharge agreement through a downstream property for example, which is subject to the consent and agreement of the downstream owner. Further, it is premature to initiate a ‘right of entry’ request during the Development Assessment stage prior to the development proceeding. However, the intent of Council’s Information Request is acknowledged, and it is suggested that this matter is more appropriately managed in the Decision Notice advice for action, prior to construction of the development.

5. The development triggers an assessment under State Planning Policy 4/10 – Healthy

Waterways. To achieve the Performance Outcome PO2, stormwater management measures

are to be incorporated for the Mackay Region. To demonstrate achievement of the nominated

design objectives, a formal Stormwater Management Plan is to be provided. (Ref, Section

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4.12 of the SPP Guideline 4/10 – Healthy Waters) (Mackay Regional Council’s stormwater

quality objectives and MUSIC guidelines are on Council’s web site.).

Response: STP engineers have prepared a Stormwater Management Plan (refer Attachment A). STP note that the development results in a small increase in runoff, which requires 3m

3 of detention, which will be

located within the ground infiltration system for water quality which includes a detention storage volume of 4.5m

3 as part of the treatment train.

For further information, refer to Attachment A.

6. Pedestrian street access to the site must be provided. The pedestrian access must be clearly

defined, appropriately lit, visible to others and provide direct access to the building. A possible

solution would be to provide access from Bridge road on the western side of the lot to the

stairs and lift

Response: Pedestrian Access to the site has been provided via Bridge Road. A pathway from Bridge Road to the stair case for direct access to the building has been provided. Letter boxes will also be provided at this access point to formally address the site to Bridge Road (refer Attachment B – Amended Plans of Development).

7. Council has concerns with CPTED issues within the car park with proposed screening and

landscaping. Provide detailed design of screening and landscaping including heights,

materials, plantings to maximise casual surveillance. It is preferable that only landscaping is

used to soften the appearance of the car park while allowing for casual surveillance.

Response: The development has been provided with a lockable roller-door to the car park to prevent any trespassing within the car park areas. Security fencing for the car parking area will be provided. Landscaping will be provided along all frontages of the site to reduce any perceived impact of the security fencing, with this further detailed at Operational Works stage. Casual surveillance of the extremities of the car parking area is provided via the proposed balconies on the upper levels, further it is noted that no ground floor units are provided.

8. The existing large tree located on the corner of Bridge Road and Hume Street is considered to

be located on Lot 16 on RP709427. Please advise what your intention is in relation to

removal/management of this tree.

Response: The tree will be removed.

9. In consideration that break tanks and other firefighting equipment are required the Plan of

Development is to identify a suitable location

Response: Cardno HRP met with the Mackay branch QFRS to discuss likely firefighting provisions for the development. QFRS identified that a booster pad would be required along the Hume Street frontage, water storage and booster pumps and controllers would also likely be required. The booster pad is located adjoining the driveway. The water storage tanks and pumps and controllers are to be located below the car park – due to requirement for flooded suction, with a separate staircase provided for access.

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It is noted that detail design will be undertaken at Building Approval Stage with direct liaison with QFRS. Refer to Attachment B for indicative locations of firefighting equipment.

10. In consideration that an Ergon transformer is required the Plan of Development is to identify a

suitable location.

Response: It is not expected that an Ergon transformer will be required, as an existing pole mounted transformer is located along the Bridge Road frontage. In the event that a pillar (green boy) is required, this will be located on the south-western corner of the site. Pursuant to the provisions of Section 278 (1) (a) of the SPA it is advised that this response addresses all of the information requested by Council as the Assessment Manager and now request that Council proceed with assessment of the Development Application.

Please contact me on 4953 2877 if you have any queries. Yours faithfully

Michael Jewell Office Manager and Principal Planning For Cardno HRP Enc cc: Michael Harris Attachment A – Engineering and Stormwater Report Attachment B – Amended Plans of Development

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ATTACHMENT A – ENGINEERING AND STORMWATER REPORT

Unit Development 440 Bridge Road,

West Mackay

Engineering Report for

Mr Michael Harris

Prepared by Ken Miller

Date: 28 March 2013

Reference: T13-301

CAIRNS

SUITE 7 FIRST FLOOR

78 MULGRAVE ROAD

CAIRNS QLD 4870

PO BOX 71 BUNGALOW Q 4870

TELEPHONE: (07) 4031 8777

FACSIMILE: (07) 4031 8799

TOWNSVILLE

316 STURT STREET

TOWNSVILLE

PO BOX 1777

TOWNSVILLE QLD 4810

TELEPHONE: (07) 4724 2626

FACSIMILE: (07) 4724 2417

MACKAY

104B SYDNEY STREET

MACKAY QLD 4740

TELEPHONE: (07) 4944 1577

FACSIMILE: (07) 4944 1588

BRISBANE

2/237 MONTAGUE ROAD

WEST END QLD 4101

PO BOX 3265

SOUTH BRISBANE QLD 4101

TELEPHONE: (07) 3255 2122

FACSIMILE: (07) 3255 2411

SLOGROVE, TOBIAS & PARTNERS PTY LTD AS TRUSTEE FOR THE STP UNIT TUST ACN 116568480

Engineering Report 440 Bridge Road

Page 2

Table of Contents Page

1.0 INTRODUCTION 4

1.1 Existing Site 4

1.2 Proposed Works 4

2.0 EARTHWORKS 6

2.1 Site Levels (Existing and Proposed) 6

2.2 Retaining Walls 6

2.3 Import to/Export from site 6

2.4 Geotechnical 6

3.0 FLOODING/SURGE TIDES 7

4.0 STORMWATER 8

4.1 External 8

4.2 Internal 8

4.3 Detention 8

4.4 Quality 8

5.0 TRAFFIC IMPACT 9

5.1 Traffic Generation 9

5.2 Car Parking and Access 9

5.3 Public Transport 9

6.0 ROADWORKS 10

6.1 External 10

6.2 Internal 10

7.0 PEDESTRIAN 11

7.1 Pedestrian 11

7.2 Cyclist 11

8.0 WATER & SEWERAGE 12

8.1 Water Reticulation 12

8.2 Sewer Reticulation 12

8.3 Infrastructure upgrades 13

9.0 OTHER UTILITIES 14

9.1 Telecommunication 14

9.2 Broadband 14

9.3 Electricity 14

9.4 Gas 14

10.0 CONCLUSION 15


Page 3

Table of Contents (Contd.) Page

APPENDIX A – PLANS OF DEVELOPMENT 16

- Existing Survey 16

- Development Plans 16

APPENDIX B – SITE BASED STORMWATER MANAGEMENT PLAN 23

- Stormwater Management Plan 23

REPORT AUTHORISATION

Version A Date 28-03-2014

Comments Issued For Development Approval

Prepared by

Date 28-03-2014

Ken Miller

Approved by Date 28-03-2014

Dan Coonan


Page 4

1.0 Introduction

Mr Michael Harris has engaged STP Consultants (STP) to provide an Engineering

Assessment Report for submission to Mackay Regional Council in response to an

Information Request.

1.1 Existing Site

The site is located on the corner of Hume Street and Bridge Road and is currently occupied

by a detached dwelling. The surrounding area is residential in nature and mainly consists of

detached and multiple dwellings, land on the opposite side of Hume Street is presently

zoned and used for public purposes. Access to the site is via Hume Street. A locality plan

for the subject site is shown below in Figure 1.

Figure 1 – Locality plan (Mackay Regional Council MiMAPS)

1.2 Proposed Works

The proposal is for a Multiple Dwelling Complex comprising 9 x 2 and 3 x 1 bedroom

residential units on property located at 440 Hume Street, West Mackay. Development plans

for proposal are included in Appendix A.


Page 5

The subject site consists of one parcel of land described as Lot 16 on RP709427 (hereafter

described as “the site”) and has a land area of 802sqm. A site plan for the development is

provided below in Figure 2.

Figure 2 – Site plan for the development


Page 6

2.0 Earthworks

2.1 Site Levels (Existing and Proposed)

The existing site topography is generally flat with a gentle fall from the north-eastern corner

towards the Hume Street frontage. Existing levels within the site range from RL 10.15 m in

the south-eastern corner to RL 9.98 in the north-eastern corner of the site. A contour and

detail plan of the site is included in Appendix A.

2.2 Retaining Walls

No retaining wall are required as part of this development.

2.3 Import to/Export from site

It is unlikely that filling of the site for positive drainage will require the importation of material.

Some building pad material may be required.

2.4 Geotechnical

The site does not require geotechnical assessment as part of this application.


Page 7

3.0 Flooding/Surge Tides

A search of Mackay Regional Council records indicates that the site is not liable to flooding

or storm tide inundation. Refer the Flood and Inundation Management Overlay below in

Figure 3.

Figure 3 – Flood & Inundation Management Overlay (Mackay Regional Council Planning Scheme)


Page 8

4.0 Stormwater

4.1 External

Currently the existing detached dwelling discharges to the kerb and channel in Hume

Street.

4.2 Internal

The existing site is currently occupied by a detached dwelling which will be demolished and

removed as part of this development. New stormwater infrastructure will be designed in

accordance with the principles of QUDM.

4.3 Detention

As shown in the table below, the proposed unit complex will increase the impervious area of

the site with a reduction in the time of concentration, resulting in a small increase in runoff.

As calculated, a total detention

volume of 3m3 (3kL) will be

required. This will be

accommodated within the in-

ground infiltration system for the

treatment of water quality which

includes a detention storage

volume of 4.5m3 as part of the

treatment train as detailed in

Appendix B.

4.4 Quality

A Site Based Stormwater

Management Plan has been

prepared for this development

and is attached in Appendix B.


Page 9

5.0 Traffic Impact

5.1 Traffic Generation

It is expected that the development will generate an additional 86 vehicle movements per

day. At this location, Hume Street consists of a two-way, two-lane lane carriageway with

parking lanes and an approximate capacity of 6,000 vehicles per day. This development

will contribute an increase of 1.4% to the total traffic volume and is therefore considered

extremely insignificant.

5.2 Car Parking and Access

Fifteen car parking spaces are proposed to be provided on-site which will be accessed by a

single two-way driveway from Hume Street. All vehicles are able to enter and exit the site in

a forward direction. Council comments have been considered and the driveway relocated

north to adjacent the existing electricity pole stay. The driveway/invert crossing has been

located such that it is beyond the extent of the roundabout linemarking and within the on-

street parking zone. As such, it is considered that the location causes no interference to the

operation of the roundabout.

5.3 Public Transport

The premises are currently serviced by scheduled bus services in Bridge Road.


Page 10

6.0 Roadworks

6.1 External

There is currently an existing vehicle crossover within the Hume Street road reserve. It is

proposed that this crossover be demolished and a new concrete invert access, minimum

7.0m wide at the boundary, be provided in accordance with Mackay Regional Council

Standard. Any damage to the existing kerb and channel from proposed works should be

replaced with new and ‘made good’ in accordance with Council guidelines.

A footpath currently exists along the Bridge Road frontage and it is anticipated that there will

be a Council requirement to extend this footpath along the Hume Street frontage.

Sufficient clearance has been provided between the driveway crossing and in front of the

nearby power pole stay. It is proposed that the refuse bin collection area be on the kerb

north of the driveway on Hume Street.

6.2 Internal

Internal car parking and circulation shall be in accordance with Council Standards and as

detailed in the latest amendment of the Australian/New Zealand Standard AS/NZ 2890.

The current plans have allowed for 15 on-site car parking spaces. The layout of the car

park will allow for vehicles to enter and exit the site in a forward gear.


Page 11

7.0 Pedestrian

7.1 Pedestrian

A 1.0m wide footpath runs along the full frontage of the site along Bridge Road. It is likely

that Council will require this footpath to be extended along the Hume Street frontage, similar

to that within the immediate vicinity.

7.2 Cyclist

Cyclists are accommodated within the existing road network; no additional provision is

required for this development.


Page 12

8.0 Water & Sewerage

8.1 Water Reticulation

The site is currently supplied by an existing 200mm water main within the Bridge Road

reserve. It is considered that a main of that size will have sufficient capacity to service the

requirements of this development. A service plan for the site is shown below in Figure 4.

Figure 4 – Water Services Plan (Mackay Regional Council MiMAPS)

8.2 Sewer Reticulation

A boundary connection of unknown diameter currently services the site from the existing

manhole CU21/303/6 located in the adjacent lot to the north (20 Hume Street). A service

plan for the site is shown below in Figure 5.

Figure 5 – Sewer Services Plan (Mackay Regional Council MiMAPS)


Page 13

8.3 Infrastructure upgrades

Permission has been obtained from the owners of 20 Hume Street to extend the sewer main

within that property to a new manhole where a short boundary connection can service the

development. The proposed location is indicated below in Figure 6. A detailed design will be

submitted with the Operational Works application.

Figure 6 – Proposed sewer main extension


Page 14

9.0 Other Utilities

9.1 Telecommunication

There is existing telecommunication infrastructure available external to the development

and it is considered that this infrastructure will be adequate for connection of any future

development subject to the capacity checks from relevant service providers.

9.2 Broadband

Construction has not commenced in this area therefore the NBN is not currently available

for this site.

9.3 Electricity

There is existing electrical infrastructure available external to the development and it is

considered that the pole mounted transformer will be adequate for connection of any future

development subject to capacity checks from relevant service providers.

If the pole mounted transformer is not suitable then a pillar (green boy) would be located in

the south-western corner of the lot.

Note: Prior to any works commencing a Dial-Before-You-Dig would be required and cables

located by a certified contractor.

9.4 Gas

Reticulated gas is not available in this area.


Page 15

10.0 Conclusion

As demonstrated by this report, there are no impediments, from an engineering perspective, to this

development proceeding.

…oooOOOooo…


Page 16

Appendix A – Plans of Development

- Existing Survey

- Development Plans


Page 17


Page 18


Page 19


Page 20


Page 21


Page 22


Page 23

Appendix B – Site Based Stormwater Management Plan

- Stormwater Management Plan


Page 24

1. Pollutants of Concern

The Mackay Stormwater Quality Guidelines contain tables providing guidance on the types of

pollutants likely to be generated from different developments. The Water Quality Objective for Mackay

Region is listed in Table 2. The pollutants most likely to be of concern for Industrial and Commercial

developments are identified in Table 2 below.

Table 1 Pollutants Likely to be of Most Concern

Pollutant Development Phase

1

Construction Operation

Litter � �

Sediment � unlikely

Hydrocarbons (including oil and grease) � �

Toxic materials (e.g. cement slurry, asphalt primer, solvents)

� unlikely

pH altering substances (e.g. cement slurry and wash waters)

� unlikely

Oxygen demanding substances (organic and chemical matter)

possibly unlikely

Nutrients (nitrogen and phosphorus) � �

Pathogens / Faecal coliforms (bacteria and viruses) possibly unlikely

Heavy metals (often associated with fine sediment unlikely unlikely

Surfactants (e.g. detergents from car washing) unlikely possibly

Thermal pollution (heat) unlikely unlikely

2. Design Objectives for Water Management

The Environmental Protection (Water) Policy 1997 provides a framework for identifying environmental

values and associated water quality objectives; this framework is consistent with the efficient use of

resources and best practice environmental management and involves the community through

consultation and consideration of economic and social impact assessment. Environmental Values

(EV) are a reflection of the qualities of a catchment that the community believes to be important. As

such, environmental values are established through community consultation rather than through a

scientific process. Once EV are established for a catchment, Water Quality Objectives (WQO) can be

defined, which are meant to protect these values.


Page 25

Table 2 Water Quality Objectives for Mackay Region

Parameter Statistic Load Based Reduction

Total Suspended Solids (TSS)

Mean Range 75%

Total Phosphorous (TP) Mean Range 60%

Total Nitrogen (TN) Mean Range 40%

PH Mean Range -

Dissolved Oxygen Mean -

Litter/debris - -

Coarse sediment - -

While load based reduction targets focus on performance of a stormwater quality management system

within the urban footprint, concentration based WQO’s are concerned with median flow concentrations

as they enter downstream receiving water.

3. Proposed Stormwater Treatment Train Analysis

The proposed development site has limited area available to dedicate to stormwater treatment

devices. Runoff from roof areas, landscaped areas and paved areas will discharge via overland flow

to two infiltration system located within the landscaped areas at the Hume Street frontage. Each area

will consist of a 150mm depressed storage pond of 15m2 containing a filter media area of 5m

2 and

250mm depth.

Overflow from the ponds will be via 300mm grated pits discharging via 200x100mm RHS conduits to

the Hume Street kerb and channel.

4. MUSIC Modelling

Model Parameter Table 3 Basic MUSIC Model Parameters

Input Data Used

Rainfall Station Mackay M.O

Rainfall Period 10 October 1970 – 30 July 1986 (17 year)

Mean Annual Rainfall (mm) 1388mm

Evapotranspiration Mackay Monthly Areal PET

Model Timestep 6 minutes

Rainfall Runoff Parameters* Urban Residential

Pollutant Parameters* Urban Residential (Split)


Page 26

Rainfall & Runoff Parameters

Table 4 Adopted MUSIC Quantity Parameters

Parameter Roof/ Road/Ground Level

Rainfall Threshold (mm/day) 1

Soil Storage Capacity (mm) 250

Soil Initial Storage (% of Capacity) 30

Field Capacity (mm) 100

Infiltration Capacity coefficient - a 200

Infiltration Capacity exponent - b 1.00

Initial Depth (mm) 10

Daily Recharge Rate (%) 4

Daily Baseflow Rate (%) 2

Daily Deep Seepage Rate (%) 0.4

Pollutant Generation

In MUSIC stormwater quality is characterized by event mean concentrations (EMC) for storm flows

and base flows. In this study, the EMC were adopted from the City of Mackay MUSIC modeling

guidelines. The pollutants of concern that were assessed include total suspended solids (TSS),

total phosphorous (TP) and total nitrogen (TN). The quality of stormwater runoff is characterised by

inputting event mean concentrations (EMC) for storm flow and base flow conditions as well as the

standard deviation of each EMC.

Pollutant concentrations are based on Urban Residential land use parameters.

Table 6 Adopted MUSIC Quality Parameters Urban Residential

Flow Type Surface Type TSS (log10 values) TP (log10 values) TN (log10 values)

Mean Std Dev. Mean Std Dev. Mean Std Dev.

Baseflow Roof N/A N/A N/A N/A N/A N/A

Roads 1.00 0.34 -0.97 0.31 0.20 0.20

Ground level 1.00 0.34 -0.97 0.310 0.20 0.20

Stormflow Roof 1.30 0.39 -0.89 0.31 0.26 0.23

Roads 2.43 0.39 -0.30 0.31 0.260 0.23

Ground level 2.18 0.39 -0.47 0.31 0.26 0.23

The subject site provides good opportunities to implement Water Sensitive Urban Design (WSUD).

This conceptual design has been undertaken in accordance with the Water Sensitive Urban Design

technical Design Guidelines (WSUDTDG) 2006 and Mackay Regional Council MUSIC Guidelines

(2008)


Page 27

Results

The indicative layout of the MUSIC model and treatment train results are shown below.

As shown above, all load reduction criteria are satisfied.

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ATTACHMENT B – AMENDED PLANS OF DEVELOPMENT

DIMARCO

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DESIGNS

SCALE :SCALE :SCALE :SCALE : AS SHOWN

ABN: 24 346 833 179 - QBSA No. 707188 - Ph 0740 519798 - 132 Martyn Street, Parramatta Park CAIRNS, QLD 4870

THIS DRAWING IS PROTECTED BY COPYRIGHT. IT MUST NOT BE RETAINED, COPIED OR USED WITHOUT THEWRITTEN AUTHORITY OF DIMARCO DESIGNS. DO NOT SCALE FROM THE DRAWING. IF IN DOUBT, ASK.

19/03/2014 2:17:27 PM

B

C:\Data\Dropbox\Dimarco Designs\Projects\14000\14028 - Lot 16 Hume Street, Mackay - Crab

Developments Pty Ltd\Drawings\Town Planning\14028TP01B - Lot 16 Hume Street, Mackay - Crab

Developments Pty Ltd.rvt

COVER SHEET

CRAB DEVELOPMENTS PRT LTDLOT 16 HUME STREET, MACKAY TP01

14028PROPOSED MULTI-UNIT DEVELOPMENT

DRAWING SCHEDULEDRAWING SCHEDULEDRAWING SCHEDULEDRAWING SCHEDULE

SHEET No.SHEET No.SHEET No.SHEET No. SHEET NAMESHEET NAMESHEET NAMESHEET NAME REVISIONREVISIONREVISIONREVISION ISSUEDISSUEDISSUEDISSUEDTP01 COVER SHEET B 19/03/2014TP02 ARTIST IMPRESSIONS B 19/03/2014

TP03 AREA SCHEDULE AND TOWN PLANNING B 19/03/2014TP04 SITE PLAN B 19/03/2014TP05 GROUND FLOOR LEVEL B 19/03/2014TP06 FIRST FLOOR LEVEL B 19/03/2014

TP07 SECOND FLOOR LEVEL B 19/03/2014TP08 THIRD FLOOR LEVEL B 19/03/2014TP09 ROOF LEVEL B 19/03/2014TP10 ELEVATIONS - SHEET 1 OF 4 B 19/03/2014TP11 ELEVATIONS - SHEET 2 OF 4 B 19/03/2014

TP12 ELEVATIONS - SHEET 3 OF 4 B 19/03/2014TP13 ELEVATIONS - SHEET 4 OF 4 B 19/03/2014TP14 SECTION A-A B 19/03/2014TP15 SECTION B-B B 19/03/2014TP16 AREA ANALYSIS GROUND FLOOR PLAN B 19/03/2014

TP17 AREA ANALYSIS FIRST FLOOR PLAN B 19/03/2014TP18 AREA ANALYSIS SECOND FLOOR PLAN B 19/03/2014TP19 AREA ANALYSIS THIRD FLOOR PLAN B 19/03/2014TP20 UNIT LAYOUT (1 BED - TYPE A) B 19/03/2014

TP21 UNIT LAYOUT (2 BED - TYPE A) B 19/03/2014TP22 UNIT LAYOUT (2 BED - TYPE B) B 19/03/2014

DIMARCO

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DESIGNS

SCALE :SCALE :SCALE :SCALE :



19/03/2014 2:17:44 PM

B




ARTIST IMPRESSIONS



DIMARCO

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DESIGNS




19/03/2014 2:17:45 PM

B




AREA SCHEDULE AND TOWN PLANNING



TOWN PLANNING INFORMATIONSITE DESCRIPTIONLOTPARISHCOUNTYSITE AREA

16 on RP709427HOWARDCARLISLE802M2

COUNCIL REQUIREMENTSZONINGPRECINCTMAX. HEIGHTSITE COVERPLOT RATIO

ALLOWABLEPROVIDED

DENSITYMINIMIUMPROVIDED

APARTMENTS PROVIDEDTOTAL

STORAGE PROVIDEDCAR PARKING SPACES

REQUIRED - 1 BED APTREQUIRED - 2 BED APTVISITORTOTAL REQUIREDTOTAL PROVIDED

SETBACKSTREETSIDE/REAR

PRIVATE OPEN SPACEREQUIRED - 1 BED APTREQUIRED - 2 BED 1PT

MEDIUM DENSITY RESIDENTIAL2117M / 5 STOREYSNOT APPLICABLE

962.4M2 (1.2:1)973.1M2 (1:21.1)1 DWELLING / 200M24129 x 2 BED + 3 x 1 BED12 APARTMENTS6M3 PER APT

1 SPACE PER 1 BED APT (1 x 3 = 3)1 SPACE PER 1 BED APT (1 x 6 = 6)1 SPACE PER 5 APT'S (0.2 x 12 = 2.4)14.4 SPACES15 SPACES

6.0M TO BUILDING LINE2.5M TO BUILDING LINE

12M214M2

APARTMENT BREAKDOWNTYPICAL 1 BED (TYPE A)APARTMENTINTERNAL LIVINGALFRESCO DININGPRIVATE BALCONYCARPARKSTORAGE BAYTOTAL

61.85M217.79M25.10M2

14.04M22.50M2

101.28M2

TYPICAL 2 BED (TYPE A)APARTMENTINTERNAL LIVINGALFRESCO DININGCARPARKSTORAGE BAYTOTAL

80.71M215.00M214.04M22.50M2

112.25M2

TYPICAL 2 BED (TYPE B)APARTMENTINTERNAL LIVINGALFRESCO DININGCARPARKSTORAGE BAYTOTAL

101.31M214.60M214.04M22.50M2

132.45M2

EXISTING RESIDENCE CARPORT

EXISTING

RESIDENCE

BO

UN

DA

RY

LIN

E 1

22°

37' 0

0" 2

2833

mm

BOUNDARY LINE 213° 49' 00" 29160 mm

BOUNDARY LINE 258° 13' 00"

11497 mm

BO

UN

DA

RY

LIN

E 3

02°

37' 0

0" 1

4002

mm

BOUNDARY LINE 32° 37' 00" 37216 mm

6 00 0

2500

2500

6000

6000

PROPOSED BUILDINGFOOTPRINT

HUME STREET

BRIDGE ROAD

4500

4500

1500

2500

3 28 4

2 95 6

943

2 79 0

6 07 3 4 5

0 0EDGE OF

CARPARK SLABEDGE OF

CARPARK SLAB

6M S

ETB

AC

K L

INE

2.5M

SE

TBA

CK

LIN

E

2.5M SETBACK LINE

6M SETBACK LINE

1.5M ENCROACHMENT

INTO SETBACK

1.5M ENCROACHMENT

INTO SETBACK

1.0M ENCROACHMENT

INTO SETBACKMAIL BOXES

DRIVEWAY AND CROSSOVER

TO COUNCIL REQUIREMENTS

EXISTING KERB AND CHANNEL

PROPOSED WHEELIE

BIN COLLECTION AREA

6000

7 50

1 00

GATE HOUSE

1500

STAYWIREPOWERPOLE

PEDESTRIANACCESS

BOOSTER PAD

PROPERTY INFORMATION

LOT NUMBERPLAN NUMBERPARISHCOUNTYSITE AREA

LOT 16RP709427HOWARDCARLISLE802 m2

LIG

HT

BR

EE

ZE

S

PREDOMINATE BREEZES

WIN

TER SU

N

SUM

MER

SUN

DIMARCO

think

DESIGNS




19/03/2014 2:17:45 PM

1 : 200

B




SITE PLAN



APT 01APT 02APT 03APT 04APT 05APT 06APT 07APT 08

APT 10APT 09VIS 02 VIS 03

1000 2450 5750 7200 10950 2450 1000

5400

6200

5400

1

TP15

1

TP15

1

TP14

APT 11 APT 12

REFUSE AREA

VIS 01

STORE 07 STORE 06 STORE 05 STORE 04 STORE 03 STORE 02

STORE 01

STORE 12

STORE 11

STORE 08

STORE 09

STORE 10

DIST BOARD

LIFT

2600 2600 2600 2600 2600

2600 2600 1000

2600 2600 2600 8000 2600 2600 2600 2600 2600

STORE2550 2100

STORE2550

1000

1000

1000

UNDERCROFT PARKINGTO COMPLY WITH AS2890.1

STORAGE BAYSMIN 6m3 (2.4MHIGH TYPICAL)

TO COMPLYWITH AS1428.12

UP

UP

1350 2000 1100

DN

1100

200

1100

PROVISIONS FOR QFRS SPECIALFIRE SERVICES, UNDER GROUND.ACCESS VIA STAIR WELL

BOOSTER PAD5400 200 1100

1000

3.5 x 1.0

DIMARCO

think

DESIGNS




19/03/2014 2:17:46 PM

1 : 100

B




GROUND FLOOR LEVEL



1

TP15

1

TP15

1

TP14

BATH

WC

ENSUITE

LAU

ND

RY

BED 2

BED 1

KITCHEN

DINING

LOUNGE

ENTRY

BALCONY

BATH

WC

ENSUITE

LAU

ND

RY

BED 2

BED 1

KITCHEN

DINING

LOUNGE

ENTRY

BALCONY

BALCONY

KITCHEN

LOUNGE

DINING BED 2

BED 1

STUDY NOOK BATH

ENSUITE

L'DRY

ENSUITE

BED 1

ALFRESCO DINING

PRIVATEBALCONY

KITCHEN

MEALS AREA

LOUNGE

ENTRY

L'DRY

ENTRY

200

AP

T 4

- B

ED

1 /

EN

SU

ITE

3230

70

AP

T 4

- B

AT

H

1960

70

AP

T 4

- B

ED

2

3000

70

AP

T 4

- L

OU

NG

E

3800

200

AP

T 4

- B

AL

CO

NY

3200

1260

010

00

AP

T 4

- D

ININ

G

3860

70

AP

T 4

- K

ITC

HE

N

3600

200

2600

APT 1 - KITCHEN3830 70

APT 1 - PASS1200 200

APT 2 - LOUNGE3800 200 1600 70

APT 2 - WC1800

DUCT330 200

APT 3 - ENSUITE2730 70

3 - PASS1000

3 - L'DRY730 70

APT 3 - DINING3200 200


APT 4 - BED 43800 200

APT 104APT 103APT 102

APT 101

500

AP

T 3

- B

AL

CO

NY

3300

200

AP

T 3

- L

OU

NG

E

3100

AP

T 3

- D

ININ

G

2730

AP

T 3

- K

ITC

HE

N

2970

200

AP

T 4

- E

NT

RY

1630

70

4 - L

'DR

Y

900

200

ST

AIR

2400

PA

SS

AG

E

1200

200

AP

T 3

- B

ED

2

3030

70

AP

T 3

- B

AT

H

1500

70

3 - W

C

960

70

AP

T 3

- E

NS

1600

70

AP

T 3

- B

ED

1

3230

200

1500

APT 1 - ALFRESCO DINING6800

APT 2 - BALCONY5200 5800


APT 4 - BALCONY4600

APT 1 - P. BAL1500 1800 3500 200 3800 8200 3800 3000 4400

APT 3 - BED 13800 200

APT 3 - LOUNGE3800 200

APT 4 - KITCHEN2600

APT 4 - LOUNGE4400200

APT 3 - LOUNGE5100

AP

T 1

- A

LFR

ES

CO

DIN

ING

3000

200

AP

T 1

- L

OU

NG

E

2860

AP

T 1

- K

ITC

HE

N

2600

70

AP

T 1

- E

NS

UIT

E

1600

7032

0020

0

3400

4400

6000

2100

LINEN LINEN

LIN

EN

LIN

EN

APT 1 - ENSUITE2760 70 1000 70 1200 200

APT 2 - KITCHEN2600

APT 2 - ENT1200 200

APT 2 - BED 23800 200

APT 3 - BATH2730 70

3 - PASS1130

3 - LN600 70

APT 3 - DINING3200 200 1200

APT 1 - P. BAL1500 200

APT 1 - BED 13830 70

APT 1 - LAUNDRY2000 70

1 - LN730 200 1200

LIFT / STAIR7200 3400 200

APT 4 - LINEN1530 70

APT 4 - L'DRY2000 70


APT 4 - BED 13800 200

1000 70APT 4 - BATH

2730APT 4 - ENS / STUDY

1730

UP

UP

DN

LIFTTO COMPLY

WITH AS1428.12

DIMARCO

think

DESIGNS




19/03/2014 2:17:47 PM

1 : 100

B




FIRST FLOOR LEVEL



1

TP15

1

TP15

1

TP14

BATH

WC

ENSUITE

LAU

ND

RY

BED 2

BED 1

KITCHEN

DINING

LOUNGE

ENTRY

BALCONY

BATH

WC

ENSUITE

LAU

ND

RY

BED 2

BED 1

KITCHEN

DINING

LOUNGE

ENTRY

BALCONY

BALCONY

KITCHEN

LOUNGE

DINING BED 2

BED 1

STUDY NOOK BATH

ENSUITE

L'DRY

ENSUITE

BED 1

ALFRESCO DINING

PRIVATEBALCONY

KITCHEN

MEALS AREA

LOUNGE

ENTRY

L'DRY

ENTRY

200

AP

T 4

- B

ED

1 /

EN

SU

ITE

3230

70

AP

T 4

- B

AT

H

1960

70

AP

T 4

- B

ED

2

3000

70

AP

T 4

- L

OU

NG

E

3800

200

AP

T 4

- B

AL

CO

NY

3200

1260

010

00

AP

T 4

- D

ININ

G

3860

70

AP

T 4

- K

ITC

HE

N

3600

200

2600


APT 1 - PASS1200 200

APT 2 - LOUNGE3800 200 1600 70

APT 2 - WC1800

DUCT330 200


3 - PASS1000

3 - L'DRY730 70



APT 4 - BED 43800 200


APT 201

500

AP

T 3

- B

AL

CO

NY

3300

200

AP

T 3

- L

OU

NG

E

3100

AP

T 3

- D

ININ

G

2730

AP

T 3

- K

ITC

HE

N

2970

200

AP

T 4

- E

NT

RY

1630

70

4 - L

'DR

Y

900

200

ST

AIR

2400

PA

SS

AG

E

1200

200

AP

T 3

- B

ED

2

3030

70

AP

T 3

- B

AT

H

1500

70

3 - W

C

960

70

AP

T 3

- E

NS

1600

70

AP

T 3

- B

ED

1

3230

200

1500




APT 4 - BALCONY4600

APT 1 - P. BAL1500 1800 3500 200 3800 8200 3800 3000 4400

APT 3 - BED 13800 200


APT 4 - KITCHEN2600


APT 3 - LOUNGE5100

AP

T 1

- A

LFR

ES

CO

DIN

ING

3000

200

AP

T 1

- L

OU

NG

E

2860

AP

T 1

- K

ITC

HE

N

2600

70

AP

T 1

- E

NS

UIT

E

1600

7032

0020

0

3400

4400

6000

2100

LINEN LINEN

LIN

EN

LIN

EN

APT 1 - ENSUITE2760 70 1000 70 1200 200

APT 2 - KITCHEN2600

APT 2 - ENT1200 200

APT 2 - BED 23800 200

APT 3 - BATH2730 70

3 - PASS1130

3 - LN600 70

APT 3 - DINING3200 200 1200

APT 1 - P. BAL1500 200

APT 1 - BED 13830 70


1 - LN730 200 1200

LIFT / STAIR7200 3400 200


APT 4 - L'DRY2000 70


APT 4 - BED 13800 200

1000 70APT 4 - BATH


1730

UP

UP

DN

LIFTTO COMPLY

WITH AS1428.12

DIMARCO

think

DESIGNS




19/03/2014 2:17:48 PM

1 : 100

B




SECOND FLOOR LEVEL



1

TP15

1

TP15

1

TP14

BATH

WC

ENSUITE

LAU

ND

RY

BED 2

BED 1

KITCHEN

DINING

LOUNGE

ENTRY

BALCONY

BATH

WC

ENSUITE

LAU

ND

RY

BED 2

BED 1

KITCHEN

DINING

LOUNGE

ENTRY

BALCONY

BALCONY

KITCHEN

LOUNGE

DINING BED 2

BED 1

STUDY NOOK BATH

ENSUITE

L'DRY

ENSUITE

BED 1

ALFRESCO DINING

PRIVATEBALCONY

KITCHEN

MEALS AREA

LOUNGE

ENTRY

L'DRY

ENTRY

200

AP

T 4

- B

ED

1 /

EN

SU

ITE

3230

70

AP

T 4

- B

AT

H

1960

70

AP

T 4

- B

ED

2

3000

70

AP

T 4

- L

OU

NG

E

3800

200

AP

T 4

- B

AL

CO

NY

3200

1260

010

00

AP

T 4

- D

ININ

G

3860

70

AP

T 4

- K

ITC

HE

N

3600

200

2600


APT 1 - PASS1200 200

APT 2 - LOUNGE3800 200 1600 70

APT 2 - WC1800

DUCT330 200


3 - PASS1000

3 - L'DRY730 70



APT 4 - BED 43800 200


APT 301

500

AP

T 3

- B

AL

CO

NY

3300

200

AP

T 3

- L

OU

NG

E

3100

AP

T 3

- D

ININ

G

2730

AP

T 3

- K

ITC

HE

N

2970

200

AP

T 4

- E

NT

RY

1630

70

4 - L

'DR

Y

900

200

ST

AIR

2400

PA

SS

AG

E

1200

200

AP

T 3

- B

ED

2

3030

70

AP

T 3

- B

AT

H

1500

70

3 - W

C

960

70

AP

T 3

- E

NS

1600

70

AP

T 3

- B

ED

1

3230

200

1500




APT 4 - BALCONY4600

APT 1 - P. BAL1500 1800 3500 200 3800 8200 3800 3000 4400

APT 3 - BED 13800 200


APT 4 - KITCHEN2600


APT 3 - LOUNGE5100

AP

T 1

- A

LFR

ES

CO

DIN

ING

3000

200

AP

T 1

- L

OU

NG

E

2860

AP

T 1

- K

ITC

HE

N

2600

70

AP

T 1

- E

NS

UIT

E

1600

7032

0020

0

3400

4400

6000

2100

LINEN LINEN

LIN

EN

LIN

EN

APT 1 - ENSUITE2760 70 1000 70 1200 200

APT 2 - KITCHEN2600

APT 2 - ENT1200 200

APT 2 - BED 23800 200

APT 3 - BATH2730 70

3 - PASS1130

3 - LN600 70

APT 3 - DINING3200 200 1200

APT 1 - P. BAL1500 200

APT 1 - BED 13830 70


1 - LN730 200 1200

LIFT / STAIR7200 3400 200


APT 4 - L'DRY2000 70


APT 4 - BED 13800 200

1000 70APT 4 - BATH


1730

DN

DN

LIFTTO COMPLY

WITH AS1428.12

DIMARCO

think

DESIGNS

SCALE :SCALE :SCALE :SCALE : AS SHOWN



19/03/2014 2:17:49 PM

B




THIRD FLOOR LEVEL



1

TP15

1

TP15

1

TP14

3° 3°

3°

LIFTOVERRUN

DIMARCO

think

DESIGNS




19/03/2014 2:17:50 PM

1 : 100

B




ROOF LEVEL



1180

0

TOP OF WALL

2800

3100

3100

2800

FIRST FLOOR LEVEL

SECOND FLOOR LEVEL

THIRD FLOOR LEVEL

ROOF PITCH3°

ROOF PITCH3°

O/H600

O/H600

O/H600

O/H600

O/H600

O/H600

O/H2100

O/H1500

OV

ER

AL

L B

UIL

DIN

G H

EIG

HT

1374

0

MATRIX CLADDING

TRIMDEK ROOFING

GLASS BALUSTRADE

POWDERCOATED SCREENFOR A/C CONSENSERS

POWDERCOATEDSCREEN TO BALCONY

POWDERCOATED SCREENTO PARKING AREA

DIMARCO

think

DESIGNS




19/03/2014 2:18:00 PM

1 : 100

B




ELEVATIONS - SHEET 1 OF 4



GROUND FLOOR LEVEL

2800

3100

3100

2800

TOP OF WALL

1180

0

FIRST FLOOR LEVEL

SECOND FLOOR LEVEL

THIRD FLOOR LEVEL

MATRIX CLADDING

TRIMDEK ROOFING

GLASS BALUSTRADE

POWDERCOATEDSCREEN FOR A/CCONSENSERS


O/H600

DIMARCO

think

DESIGNS




19/03/2014 2:18:10 PM

1 : 100

B







GROUND FLOOR LEVEL

TOP OF WALL

2800

3100

3100

2800

FIRST FLOOR LEVEL

SECOND FLOOR LEVEL

THIRD FLOOR LEVEL

MATRIX CLADDING

TRIMDEK ROOFING

GLASS BALUSTRADE



O/H600

O/H2100

O/H600

O/H600

O/H600

O/H600

POWDERCOATEDSCREEN FOR A/CCONSENSERS

CMB HANDRAIL

MATRIX CLADDING FEATUREINFILL SCREEN

600MM WIDEFEATURE COLUMNS

PEDESTRIANACCESS

DIMARCO

think

DESIGNS




19/03/2014 2:18:20 PM

1 : 100

B







GROUND FLOOR LEVEL

2800

3100

3100

2800

TOP OF WALL

FIRST FLOOR LEVEL

1180

0 SECOND FLOOR LEVEL

THIRD FLOOR LEVEL

MATRIX CLADDING

TRIMDEK ROOFING


POWDERCOATEDSCREEN TOBALCONY

POWDERCOATEDSCREEN TOPARKING AREA

WINDOW HOODSFOR PRIVACY

O/H600

O/H600

DIMARCO

think

DESIGNS




19/03/2014 2:18:29 PM

1 : 100

B







GROUND FLOOR LEVEL

TOP OF WALL

FIRST FLOOR LEVEL

SECOND FLOOR LEVEL

THIRD FLOOR LEVEL

2800

3100

3100

2800

300

OV

ER

AL

L B

UIL

DIN

G H

EIG

HT

1382

5

DINING LOUNGE BALCONY

DINING LOUNGE BALCONY

BALCONYLOUNGEDINING

UNDERCROFT PARKING AREA

2800

300

2800

300

2800

400

2400

1200

1200

1200

LIF

T O

VE

RR

UN

4200

O/H600

O/H600

O/H600

ROOF PITCH3°

TRIMDEK ROOFING

GLASS BALUSTRADE



DIMARCO

think

DESIGNS




19/03/2014 2:18:37 PM

1 : 100

B




SECTION A-A



GROUND FLOOR LEVEL

TOP OF WALL

FIRST FLOOR LEVEL

SECOND FLOOR LEVEL

THIRD FLOOR LEVEL

2800

3100

3100

2800

300

MATRIX CLADDING

TRIMDEK ROOFING

GLASS BALUSTRADE

BED 2DININGKITCHEN

KITCHEN DINING BED 2

BED 2DININGKITCHEN

WINDOW HOODSFOR PRIVACY

2800

3100

3100

400

2400

OV

ER

AL

L B

UIL

DIN

G H

EIG

HT

1374

0

DINING

DINING

DININGBATHBATHDINING

DINING BATH BATH

BATHBATHDINING

ROOF PITCH3°

ROOF PITCH3°

O/H600

O/H600

O/H600

O/H600

O/H2100

DIMARCO

think

DESIGNS




19/03/2014 2:18:43 PM

1 : 100

B




SECTION B-B



458.56

UNDERCROFPARKING

18.72

LIFT ANDSTAIR

13.76REFUSE

DIMARCO

think

DESIGNS




19/03/2014 2:18:44 PM

1 : 100

B




AREA ANALYSIS GROUND FLOOR PLAN



61.85

APT 101 -INTERNAL

LIVING

80.71

APT 102 -INTERNAL

LIVING80.51

APT 103 -INTERNAL

LIVING101.31

APT 104 -INTERNAL

LIVING

14.60

APT 104 -BALCONY

14.76

APT 103 -BALCONY

15.00

APT 102 -BALCONY

17.79

APT 101 -ALFRESCO

DINING

5.10

APT 101 -PRIVATE

BALCONY

39.32

LIFT ANDWALKWAY

DIMARCO

think

DESIGNS




19/03/2014 2:18:44 PM

1 : 100

B




AREA ANALYSIS FIRST FLOOR PLAN



61.85

APT 201 -INTERNAL

LIVING

80.71

APT 202 -INTERNAL

LIVING80.51

APT 203 -INTERNAL

LIVING101.31

APT 204 -INTERNAL

LIVING

14.60

APT 204 -BALCONY

14.76

APT 203 -BALCONY

15.00

APT 202 -BALCONY

17.79

APT 201 -ALFRESCO

DINING

5.10

APT 201 -PRIVATE

BALCONY

39.32

LIFT ANDWALKWAY

DIMARCO

think

DESIGNS




19/03/2014 2:18:45 PM

1 : 100

B




AREA ANALYSIS SECOND FLOOR PLAN



61.85

APT 301 -INTERNAL

LIVING

80.71

APT 302 -INTERNAL

LIVING80.51

APT 303 -INTERNAL

LIVING101.31

APT 304 -INTERNAL

LIVING

14.60

APT 304 -BALCONY

14.76

APT 303 -BALCONY

15.00

APT 302 -BALCONY

17.79

APT 301 -ALFRESCO

DINING

5.10

APT 301 -PRIVATE

BALCONY

39.32

LIFT ANDWALKWAY

DIMARCO

think

DESIGNS




19/03/2014 2:18:45 PM

1 : 100

B




AREA ANALYSIS THIRD FLOOR PLAN



L'D

RY

EN

SU

ITE

BE

D 1

ALF

RE

SC

O D

ININ

G

PR

IVA

TEB

ALC

ON

Y

KIT

CH

EN

ME

ALS

AR

EA

LOU

NG

E

EN

TRY

LIN

EN

DIMARCO

think

DESIGNS




19/03/2014 2:18:46 PM

1 : 50

B




UNIT LAYOUT (1 BED - TYPE A)


14028PROPOSED MULTI-UNIT DEVELOPMENTAPT 101, 201 AND 301

BA

TH

WC

EN

SU

ITE

LAUNDRY

BE

D 2

BE

D 1

KIT

CH

EN

DIN

ING

LOU

NG

E

EN

TRY

BA

LCO

NY

LINEN

DIMARCO

think

DESIGNS




19/03/2014 2:18:47 PM

1 : 50

B




UNIT LAYOUT (2 BED - TYPE A)


14028PROPOSED MULTI-UNIT DEVELOPMENTAPT 102, 202 AND 302 (APT 103, 203 AND 303 MIRRORED)

BA

LCO

NY

KIT

CH

EN

LOU

NG

E

DIN

ING

BE

D 2

BE

D 1

STU

DY

NO

OK

BA

TH

EN

SU

ITE

L'D

RY

EN

TRY

LIN

EN

DIMARCO

think

DESIGNS




19/03/2014 2:18:48 PM

1 : 50

B




UNIT LAYOUT (2 BED - TYPE B)



APT 104, 204 AND 304

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