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Revision DC – 07-Jul-2017 Prepared for – Adelaide Airport Limited – ABN: 78075176653

West Torrens Council Public Services

Depot

07-Jul-2017

Planning Report - West Torrens

Council Public Services Depot,

Morphett Precinct

Merit Use Proposal for Public Consultation

AECOM

West Torrens Council Public Services Depot

Planning Report - West Torrens Council Public Services Depot, Morphett Precinct


Planning Report - West Torrens Council Public Services Depot,

Morphett Precinct

Merit Use Proposal for Public Consultation

Client: Adelaide Airport Limited

ABN: 78075176653

Prepared by

AECOM Australia Pty Ltd

Level 28, 91 King William Street, Adelaide SA 5000, Australia

T +61 8 7223 5400 F +61 8 7223 5499 www.aecom.com

ABN 20 093 846 925

07-Jul-2017

Job No.: 60542734

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© AECOM Australia Pty Ltd (AECOM). All rights reserved.

AECOM has prepared this document for the sole use of the Client and for a specific purpose, each as expressly stated in the document. No other

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third party who may rely upon or use this document. This document has been prepared based on the Client’s description of its requirements and

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Quality Information

Document Planning Report - West Torrens Council Public Services Depot, Morphett Precinct

Ref

60542734

p:\605x\60542734\6. draft docs\6.1 reports\draft planning report - council depot 07072017.docxp:\605x\60542734\6. draft docs\6.1 reports\draft planning report - council depot 05072017.docx

Date 07-Jul-2017

Prepared by Michael Davis, Molly Gifford

Reviewed by Brenton Burman

Revision History

Rev Revision Date Details

Authorised

Name/Position Signature

A 30-Jun-2017 Draft for Review Michael Davis Principal Planner

B 03-Jul-2017 Draft for Client Review Brenton Burman Technical Director

C 05-Jul-2017 Updated Report Brenton Burman Technical Director

D 07-Jul-2017 Final Report Brenton Burman

Technical Director

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1

1.0 Introduction

Parclay Pty Ltd is the current under-leasehold holder of the site at 240 Morphett Road, which is leased from Adelaide Airport Ltd (AAL). The site presently contains a purpose built manufacturing and office facility which was occupied by Manuele Engineering.

The City of West Torrens proposes to acquire the under-lease, and utilise the site as a Council Works Depot. Parclay Pty Ltd, on behalf of the City of West Torrens, applied to Adelaide Airport Limited (AAL) to change the use of land and associated buildings within the Morphett Precinct to a Public Works Depot.

AECOM Australia Pty Ltd (AECOM) has been engaged by AAL to assist in its assessment of the proposal against the provisions of the Adelaide Airport Master Plan 2014 in accordance with the requirements of the Airports Act 1996.

The proposed change of use is considered to be a ‘merit use’ under the Adelaide Airport Master Plan, requiring agency and public consultation period, and an assessment against the relevant provisions of the Master Plan.

This report has been prepared to consolidate information submitted in support of the proposal and enable stakeholders and members of the public the opportunity to review the proposed development during the public consultation period. The report includes:

A description of the subject land and locality

Details of the proposed change of use

Summary of the assessment process

An outline of the relevant provisions of the Master Plan.

The site and building plans should be considered in conjunction with this report.

Following the agency and public consultation period and review of any submissions received, a formal assessment of the proposed development against the provisions of the Master Plan and impacts on aviation operations will be undertaken by AAL.

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2.0 Subject Land and Locality

2.1 The Subject Land

The subject land, known as 240 Morphett Road, is located at the intersection of Morphett and James Melrose Roads, in the southern portion of the Adelaide Airport site (refer to Figure 1). The site is approximately 4.3 hectares in area, with frontages of approximately 105 metres to Morphett Road and 172.7 metres to James Melrose Road.

Figure 1: Subject Land (Source: nearmap 8 June 2017)

Formerly occupied by Manuele Engineering as its corporate headquarters and manufacturing facility, the subject land has existing use rights as a ‘general industry, including steel fabrication, grit blasting and painting’.

Manuele Engineering is no longer operating from the site, but the approved use of the subject land remains operative.

The existing site layout, building location, access arrangements, car parking and hard stand areas are shown on Figure 2.

The existing main building has a footprint of approximately 19,000 square metres, with the majority of this dedicated to factory use. The factory is divided into five bays, each approximately 3,500 to 4,000 square metres in area. One bay (the western bay) is fully separated from the remaining bays by a fire-rated wall. The office area is approximately 3,000 square metres in area, spread over two floors. The office building is built to the southern and eastern boundaries of the subject land.

A smaller building with a footprint of approximately 700 square metres is built along the northern boundary of the site. It previously was used as a spray booth and wash down bay. Another small building formerly containing air compressor equipment is located on the western boundary of the subject land, in line with the northern wall of the main building.

Three vehicle access points are provided to the subject land; two from Morphett Road and one from James Melrose Road. The James Melrose Road entrance has historically been the primary access point for heavy vehicles. The two access points to Morphett Road primarily accommodate passenger vehicle access for staff and visitors.

The northern vehicle access point from Morphett Road also provides emergency vehicle access through the subject land to the airside areas of Adelaide Airport via a bridge over Keswick-Brownhill

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Creek. This also facilitates access to the shared use pathway, creek and stormwater infrastructure by maintenance vehicles.

Aside from the existing buildings, the remainder of the subject land is almost entirely paved with concrete or bitumen, apart from small strips of landscaping alongside the car parking areas adjacent to the eastern boundary and along the roadside of the southern boundary wall.

Figure 2 Manuele Engineering – Site Plan

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2.2 The Locality

The locality surrounding the subject land has a mixed character, with vacant land, open space, airport, industrial, residential and recreation land uses in close proximity. The existing building on the subject land is the most visually striking feature of the locality due to its size and prominent position adjacent to the intersection of Morphett and James Melrose Roads.

Of particular relevance is the residential development opposite the subject land south of James Melrose Road, which is a low-scale, medium density development comprising residential flat buildings set in landscaped grounds. To the west of this residential development lies the Glenelg Golf Course.

The City of West Torrens owns the site of the adjacent waste resource and recovery facility, situated immediately to the north-east of the subject land and accessed from Morphett Road. This is a regional waste resource and recovery facility, operated by Solo Resource Recovery.

The section of Morphett Road north of Stonehouse Road is utilised by commercial and heavy vehicles to access the former Manuele Engineering site, the waste resource and recovery facility, and adjacent industrial areas.

The airside areas of Adelaide Airport are located north of the subject land, separated by the open space corridor accommodating Keswick-Brownhill Creek. A shared use path is located in this corridor, connecting Tapleys Hill Road to Watson Avenue in Netley, on the eastern side of the airport.

The Keswick-Brownhill Creek line runs from a north-east to south-west direction from Netley to Patawalonga Creek in Glenelg North, and directly abuts the north of the site.

Vacant land exists directly to the west of the subject land.

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3.0 Proposed Change of Use

The existing City of West Torrens Council Public Services Depot is located at Marion Road, West Richmond. Council has utilised this site as a works depot for more than 70 years. The existing works depot is very limited for space, consists of numerous older buildings which are not suitable for a modern council public services depot, and is located on a very busy arterial road, making access to the site difficult and problematic.

Further, the existing City of West Torrens Council Public Services Depot provides no opportunity for expansion to meet the future needs of Council, or to address safety and security issues required for such a facility.

3.1 Description of the proposed change of use

The former Manuele Engineering building was ‘purpose-built’ as an office and industry facility. The site has existing use rights as a ‘general industry, including steel fabrication, grit blasting and painting’.

The site employed over 250 people, with the industry bays used for the fabrication of large steel structures.

The current proposal involves a change of use of the premises to ‘Public Services Depot’.

It should be noted that the Council operations will not require the entire site. A portion of the existing offices are currently leased to a third party and a number of the existing factory bays will be sub-tenanted for uses complementary to the Council Public Services Depot. Such use will likely be consistent with Envisaged Uses prescribed within the Morphett Precinct (ie industry, office/warehouse, warehouse, car parking and storage, etc.) and be the subject of further consideration and assessment.

No external building works are proposed, apart from changes to existing signage. No changes to access arrangements are proposed to the subject land.

Further details of the proposed change of use of the subject land are outlined below.

3.1.1 Existing and proposed site layout

A copy of the original site plan and building application plans are included as Appendix A.

No changes are proposed to these plans.

The site layout and Council operations are presently being considered, with the existing factory bays and external hardstand areas being divided into the five principal areas of the Council Works Depot operations (see detail in section 3.1.2). An indicative layout plan has been prepared and is included as Figure 3.

3.1.2 Nature of operations

The City of West Torrens proposes to relocate its current depot operations and staff to the subject land and maintain such operations within a modern configuration, over a larger footprint than the existing site on Marion Road.

The Council Works Depot operations (City Works Department) are divided into five principal areas, being:

Civil

Horticulture

Cleansing

Fleet/workshop

Stores & administration.

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Figure 3 Proposed Site Layout

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The total operations of the Council Public Services Depot include approximately 80 staff, more than 75% of which are field and workshop staff. The operational fleet consists of approximately 42 trucks and larger plant, plus four motor vehicles, all of which are stored on-site overnight. In addition, there are various trailers and smaller items of plant.

Operations of the five different areas are outlined below:

Civil is responsible for Council’s ongoing minor works programme. This area has approximately 20 staff, 80% of whom are workforce and the balance management. This area accounts for about one third of the vehicle fleet, including three backhoes and two loaders.

Horticulture is responsible for the maintenance of Council’s open space, amenity areas and trees. This area has approximately 30 staff, including three supervisory staff. The area accounts for approximately 50% of the vehicle fleet.

Cleansing is responsible for street sweeping and public bins. This area has 10 staff, including one supervisor, and operates a small fleet of light sweepers and light trucks.

Fleet/workshop area undertakes repairs on maintenance tools and infrastructure, including a wash-down bay with pressurised hoses. All vehicles are washed down weekly.

Administration has a staff of 10, including a storeman and two mechanics.

Generally, the operational model of the depot includes an early start, with all crews leaving in their council vehicles. The depot remains relatively quiet for most of the working day, until crews and vehicles return late in the afternoon. The majority of crews return to the depot for lunch, around the same time.

A meeting consisting of all staff occurs quarterly, while team meetings occur fortnightly. Thus, meeting/training facilities to accommodate up to 25 persons are required, with an expanded capacity for the larger more infrequent group meetings.

Deliveries to site include articulated vehicles for bulk supplies, including fuel tankers for the delivery of both diesel and petrol. There is a requirement for approximately 20,000 litres of diesel storage and 5,000 litres of petrol storage on site, all of which will be stored above-ground. Such fuel storage facilities will be installed to EPA specifications.

Beyond deliveries, there is a low level of public visitation to the site.

3.1.3 Employment numbers

As mentioned above, the depot on Marion Road currently employs approximately 80 staff, all of whom will be transfer to the new Morphett Precinct site.

There are approximately 20 staff who will require a permanent desk, these being a mixture of supervisory and administration staff.

3.1.4 Hours of operation

Most staff at the depot will generally begin work from 7.00am to 4.30pm each weekday. Crews working with the street sweepers generally commence earlier (around 5.30am).

Due to the nature of operations however, the Council Public Services Depot must be a 24-hour facility seven days per week, catering for emergency call-out and operational requirements.

3.1.5 Traffic movement

No other changes are proposed to the existing access arrangements to the site. Primary access to the Council Public Services Depot for trucks and service vehicles will be via the existing entrance from

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James Melrose Road (through a gated entrance adjacent the site’s western property boundary). Staff and visitor parking will continue to be provided from Morphett Road.

It is Council’s intention that all vehicles stored and operated from its existing Council Public Services Depot will be relocated and operate from the new Public Services Depot. Over time, there may be some minor increase in the vehicle fleet numbers.

Both Morphett and James Melrose Roads are local roads, but are signed for 60km/hour speed operation and frequently utilised by large trucks and commercial vehicles accessing the waste resource and recovery facility (situated at the northern end of Morphett Road), the adjacent industrial area east of Morphett Road, and the subject site.

The current Council Public Services Depot site on Marion Road has 24 secure spaces on site adjacent to Edwin Street and 14 non-secure bays on Marion Road. Beyond this, staff park on the street. The proposed facility has an on-site car parking area for 50 vehicles (staff and visitor parking). No changes are proposed to this existing car parking area.

3.1.6 Fencing, gates and existing landscaped areas

There is no changes to existing site fencing and gates or existing landscaped areas.

3.1.7 Other relevant information

There are no changes proposed to existing stormwater, energy or sustainability measures on-site.

Waste management facilities at the proposed Morphett Precinct location are likely to reflect the storage at the current Marion Road site, including the following:

Green Waste / Street Sweepings - Storage Bin, 60m3 to 80m

3 (bin capacity)

Paper / Cardboard / Boxes - Storage bins 2 x 3m3 each

General Rubbish - Storage bins - 2 x 1.5m3 each

Steel (Recyclables) - Storage bin -1 x 10m3

Such waste management facilities will be designed to so as not to attract birds to the subject site, to ensure that there is no adverse impact to airport operations.

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4.0 Procedural Matters

4.1 Nature of development

The current proposal involves the change of use of the existing former ‘industry building with associated offices’ (the former Manuele Engineering site) to a ‘public service depot’- to accommodate the relocation of the West Torrens Council Works Depot.

A ‘public service depot’ is not defined within the Adelaide Airport Master Plan. Reference is made to the definitions contained within Schedule 1 of the Development Regulations 2008, which defines a public service depot as follows:

“public service depot means land used for storage and operations connected with the provision of public services (including gas, electricity, water supply, sewerage, drainage, roadworks or telecommunications services) by a body responsible for the provision of those services.”

Furthermore, the Development Regulations make further distinction on size, with a ‘major public services depot’ defined as follows:

“major public service depot means a public service depot on a site of 8,000 square metres or more.”

The proposed development meets the definition of a major public service depot.

4.2 Assessment process

The subject land is located within the Morphett Precinct of the Airport (Adelaide) Zone of the Master Plan. A ‘public service depot’ is neither listed as an envisaged nor non-complying development within the Precinct. Therefore, the proposed development will need to be assessed by AAL as a merit use against the Master Plan.

The assessment process is illustrated in Figure 7.5 of the Master Plan and indicates that the proposed development is subject to a 15 business day public notification process. Members of the public may make a written representation to AAL on the proposed development, which will be considered in its assessment.

In addition to this public notification, Commonwealth aviation authorities, State Government agencies, affected local councils and the Adelaide Airport Consultative Committee will be advised of the proposed development and given the opportunity to comment.

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5.0 Adelaide Airport Master Plan

The subject site is located within the Morphett Precinct in the Airport (Adelaide) Zone of the Adelaide Airport Master Plan 2014.

The Precinct encourages development accommodating a mix of activities including industry, office/warehouse, commercial and aviation-related support industries and future development directed to commercial services.

The proposed change of land use to accommodate the Public Services Depot is considered to align with industry, office and warehouse uses, all of which are listed as Envisaged Development within the Precinct.

Desired Character

Future development within the Morphett Precinct is required to take into account potential impacts on residential areas located to the south of the Precinct.

It is important to consider the past use and activities of the site, and the scale, use and hours of activities proposed as part of the current development. The site was ‘purpose-developed’ for Manuele Engineering, a steel fabrication and engineering company – which previously utilised the premises as their corporate headquarters, and the associated factory bays used for fabrication and construction of complex steel structures.

The proposed use of ‘Public Services Depot’ is significantly less intensive and will have lesser impact than the existing approved use of ‘general industry, including steel fabrication, grit blasting and painting’ previously operated by Manuele Engineering.

Structure Plan

The proposed change of land use will not alter the form of development currently on the site.

The primary frontage of the building will be retained as the Morphett Road frontage. Existing landscaping along James Melrose Road will be retained.

Access to the linear park will not be altered as part of this proposal.

Access and Movement

Existing access arrangements will remain unchanged.

Built Form

The external building form will not be changed as part of this proposal. The current building materials were previously approved and are compatible with aeronautical equipment facilities and operations.

Form of development

Within the Morphett Precinct, development is required to consider the need for noise attenuation methods and the provision of aquifer storage and recovery systems. As the application is for a change of use of the existing building, with no further upgrade proposed, it is understood that the existing building was designed to address such issues.

Appearance

There is no change to the existing buildings on the site and thus, the appearance of the site will remain unchanged.

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6.0 Conclusion

The current proposal involves the change of use of the subject land to a ‘public service depot’ for use by the City of West Torrens as its relocated Council Public Services Depot.

A ‘public service depot’ is a merit form of development within the Morphett Precinct of the Airport (Adelaide) Zone, as prescribed in the Adelaide Airport Master Plan 2014.

The proposed use is considered to be significantly less intensive than the current approved use of the site, that being for a ‘general industry, including steel fabrication, grit blasting and painting’– previously used by Manuele Engineering.

The proposed change of land use to accommodate the Public Services Depot is considered to align with industry, office and warehouse uses, all of which are listed as Envisaged Development within the Morphett Precinct.

Following the merit use consultation period, and giving due consideration to any submissions arising from the stakeholder and public consultation process, a detailed assessment of the proposed development against the relevant provisions of the Adelaide Airport Master Plan 2014 will be undertaken by Adelaide Airport Ltd.

AECOM

West Torrens Council Public Services Depot



Appendix A

Existing Site and Building Plans

Plot Date:

Cover Sheet Site Location PlanSHEET:

Architecture Interior DesignGIORDANO & ASSOCIATES

SHEET TITLE: DATE:SCALE:

CHECKED:DRAWN:

DWG. NO.: REV:

All dimensions to be verified on site and any discrepanciesreported to the Architect prior to proceeding with any work C COPYRIGHT

194 Glynburn Road, Tranmere SA 5073Ph: (08) 8332 3777 Fax: (08) 8332 7627

Email : giordano@giordanoassociates.com.au 4/06/2009

A06/20/AG

JUNE 09

1.1.1

1.1.1

A1REV. DATE DESCRIPTION

MANUELE ENGINEERS HEADQUARTERSCnr. MORPHETT & JAMES MELROSE ROADS, ADELAIDE AIRPORT

PRELIMINARY (APPROVAL ISSUE)A 11/9/2008

B 19/11/2008 CLIENT & CONSULTANT ISSUE FOR REVIEW

C 1/12/2008 TENDER ISSUE

ECONSTRUCTION ISSUE

1:714.3, 1:125, 1:0.9

D 5/5/2009 CONSTRUCTION ISSUEArchitecture Interior DesignGIORDANO & ASSOCIATES

194 Glynburn Road, Tranmere SA 5073 Ph: (08) 8332 3777 Fax: (08) 8332 7627Email : giordano @giordanoassociates.com.au

MANUELE ENGINEERS HEADQUARTERSCNR. MORPHETT & JAMES MELROSE RDS. ADELAIDE AIRPORT

PLEASE NOTE: INTERIOR DETAIL DRAWINGS REGISTER LISTED ON DRAWING No.A06/20/6.1HYDRAULIC DRAWINGS REGISTER LISTED ON DRAWING No.C06020/H1.1

BAY1

BAY2

BAY3

BAY4

BAY5

ADELAIDEAIRPORT

FACTORY

DEDICATEDSPRAY AREA

Special Finishes

WASH DOWN BAY

JA

ME

S

ME

LR

OS

E

RO

AD

M O R P H E T T R O A D

5 CARPARKING

BAY

ENTRYGATES

OFFICE2STOREY

OFFICE CARPARK 21 CARS

FACTORY CARPARK 110 CARS

WASTE TRANSFER STATION

D1

720

2,040

D.P

PCF150

SC

SF

CF

NOTES:KEY TO SITE PLAN150mm THICK PRECAST CONCRETE PANEL FENCEReinforced concrete wall to Engineer's spec.External Class 2 finish as specifiedColour Grey

STEEL SCREEN COLUMN150SHS Steel Column as part of Steel ScreenRefer to detail drawings

FIRE HYDRANTSTwin head Refer to Engineers' Documentation

GATE as per scheduleD Door1 Door numberNote Dimensions are nominal only

100mm or 150mm DIAMETER COLORBOND DOWNPIPEColour to selection Rainwater Head to selection

STEEL FENCING (FABRICATED)2400mm high Steel Fencing as per Fabricators' detailsHot Dip Galvanised Steel Finish

COLORBOND FENCING (W/BARB WIRE)2400mm high Colorbond 'Good Neighbor' Fencingw/3 x lines of Barbwire above (150mm spacing)50mm SHS Duragal posts in min. 600mm deep concrete

CONCRETE BLOCK PAVING400x400x40mm thick Concrete Block Paving60mm thick to DrivewaysRefer To Engineers' documentation & detailsBest Pavers 'New Dimension' Charcoal or equivalent

LANDSCAPED PLANTER (600mm HIGH)Refer To Engineers' documentation & detailsPlanting as per Landscaping PlanBoral capping block to top of walls or equivalent

LANDSCAPED BED (150mm HIGH)Refer To Engineers' documentation & detailsPlanting as per Landscaping Plan

PAVING

LandscapedPlanter

Landscaping

FH

Refer to Engineers details for site levels, drainage and details

All dimensions, setouts are to be confirmed on site

Contractor to provide all footings to all Precast Concrete,Colorbond & Steel fencing as per details

IMPORTANT NOTE:Where Noted Dedicated Spray Building Superstructure by Others

Superstructure refers to the following breakdown: Precast Concrete walls Structural Steel (as per Appendix C) Wall & Roof Cladding Reinforced concrete slab Waterproofing to panels Access Doors Second Fix Services & Hardware Any other items as required in the course of general construction to satisfy the

above

ARCHITECTURAL DOCUMENTATION CONSTRUCTION ISSUE MAY 2009

Layout No:

1.1.1

1.1.2

1.1.3

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1.3.1

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5.1

Layout NameMachinery Layout Plan

Cover Sheet Site Location Plan

Site Plan 1

Site Plan 2

Site Plan 3

Site Plan 4

Site Details

Landscaping Plan

Floor Plan Key

Overall Floor Plan

Ground Floor Plan 1

Ground Floor Plan 2

Ground Floor Plan 3

Ground Floor Plan 4

Ground Floor Plan 5

Ground Floor Plan 6

Ground Floor Plan 7

Ground Floor Plan 8

Ground Floor Plan 9

Ground Floor Plan 10

Level 1 Plan

Roof Plan Office

Roof Plan Factory 1

Roof Plan Factory 2

Roof Plan Details

Floor Finishes Plan Ground Floor

Floor Finishes Plan Upper Floor

Reflected Ceiling Plan Ground

Reflected Ceiling Plan Upper

South Elevation

North Elevation

East Elevation

West Elevation

Dedicated Spray Building (Special Finish)

Section S/1

Section S/2

Section S/3

Section S/4

Section S/5

Section S/6 & S/8

Section S/7 & S/9

Section S/18A

Section S/18B

Section S/10

Section S/11

Section S/12

Section S/13 & S/15

Section S/16 & S/17

Stair Details

Stair Details

Stair Details

Screen Details

Screen Details

Screen Details

Screen Details

Atrium Details

Atrium Details

Plan Details

Plan Details

Plan Details Bunkers




Section Details

Section Details

Section Details

Section Details

Section Details

Section Details

Section Details

Aluminium Window & Door Schedule

Size

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Date

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Rev

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Site Location Plan1

NTS

Plot Date:

Site Plan 1SHEET:



CHECKED:DRAWN:

DWG. NO.: REV:




A06/20/AG

JUNE 09

1.1.2

1.1.2






DCONSTRUCTION ISSUE

1:2000, 1:200

D 5/5/2009 CONSTRUCTION ISSUE4 32

DWG. No.A0620/1.1.5

DWG. No.A0620/1.1.4

DWG. No.A0620/1.1.3

PCF150

PCF150

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150

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150

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150

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PCF

150

XA

XB

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XH

XI

X1X2X3X4X5X6X7X8X9X10X11X12X13

XD

dp

dp

dp

dp

dp

dp

dp

dp

dp

3,150 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 4,000 2,500 3,200

2,400 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500

4,600

6,200

5,500

900

1,900

415

5,920

1,117

3,000

3,000

7,200

R = 6,300

8,600

3,100 3,000 1,900 15,040

7,037

2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400

6,000 6,000 6,000 6,000 6,000 6,000

5,500

150 GAP 5,025 150 726

3,950

6,095

2,000

150

6,087

6,095

3,950

6,095

6,095

6,095

3,950

82,99

4

2,827

900

3,727

900

1,100 3,920 180 3,920

FACTORY STAFFCOURTYARD

Stobie PoleStobie Pole

JA

ME

S

ME

LR

OS

E

RO

AD

M O R P H E T T R O A DNew Crossover toEngineers' details

OFFICE2STOREY

FACTORY FACTORY

1234567891011

121314151617181920

21

ETSATRANSFORMER

OFFICE CARPARK 21 CARS

MC

New footpath by others New footpath by others

SF

SF

SF

SF

SF

LIQUIFIEDOXYGEN

TANK

SF SF SF SF SF SF

VISITOR

150SHS Steel column ofScreen Frame

SFSF

SF

SF

SF

SLIDING GATE

Sliding Gate Motor

Steel framed sliding gateon steel track as per details

Steel Fence aroundETSA TransformerEasement refer toEngineer's documentation

VISITORVISITORVISITORVISITOR

Carpark linemarkingas shown

Carpark linemarkingas shown

Liquified Oxygen Tank onconcrete pad base as persuppliers' detailsBY OTHERS

38

2345

1200x2400mm highsteel framed entry gate

as per details

2400mm high steelfence panels between

posts as per details

Selected concreteblock paving to

2100mm wide path

SF SF

SF

SFSFSF

SF

SF

SF

landscaping

landscaping

landscaping landscaping landscaping

landscaping landscaping landscaping landscaping

landscaping

landscapinglandscapinglandscaping

FIREBRIGADEBOOSTER

Fire Brigade BoosterConnection & Cabinet

as per Engineers' details

landscapingConcrete kerbing

PAVING

PAVING PAVING

60mm PAVING

PAVING

PAVINGPAVINGPAVING

394041424344454647484950515253

1

Kerb Ramp w/tactileindicators to AS1428

landscaping landscaping

SF

SF

Steel panel fence attachesto screen frame of building

New footpath by others

New

footpa

th by

othe

rsNe

w foo

tpath

by ot

hers

New

footpa

th by

othe

rs

New Crossover toEngineers' details

Broken line of proposednew line of roadway

(by others)

PAVING PAVING

PAVI

NGPA

VING

PAVI

NG

PAVING

FHRFH

FH

SF

landscaping

landscapedplanter

lands

capin

g

lands

capin

g

lands

capin

g

lands

capin

g

lands

capin

glan

dsca

ping

lands

capin

g

lands

capin

g

PAVING

Single concrete blockpavers set between selectedgravel pathway

Concrete kerbing togroung level planter bed

Concrete kerbing togroung level planter bedin front of raised planter

Raised planter bedas per Engineers' details

lands

capin

glan

dsca

ping

lands

capin

glan

dsca

ping

lands

capin

glan

dsca

ping

New

footpa

th by

othe

rs

Feature steel bladesfixed to concrete wall

panel as per fabricators'details (typical)

Steel column support to150mm thick precastconcrete walls as per

Engineers' details (typical)

150mm thick precastconcrete wall panels

as per Engineers' details(typical)

landscapedplanter

landscapedplanter

landscapedplanter

landscapedplanter

Raised planter bedas per Engineers' details

Concrete kerbing togroung level planter bedin front of raised planter

Concrete kerbing togroung level planter bed

Single concrete blockpavers set between selectedgravel pathway

landscaping

SF

SF

SF

2 x Bushmans (T6500Rnd)above ground rainwater tanksw/associates pump, etc. as perEngineerss details All insidefenced enclosure

30,000LRAINWATER

TANK

30,000LRAINWATER

TANK

SFSFSF

SFSFSF

SFSF

SF

landscaping

Mountable concrete kerbfor vehicular access toExecutive Garages

dp dp dp dp dp dp dp dp dp

dp

dp

dp

Plot Date:

Site Plan 2SHEET:



CHECKED:DRAWN:

DWG. NO.: REV:




A06/20/AG

JUNE 09

1.1.3

1.1.3






DCONSTRUCTION ISSUE

1:2000, 1:200

D 5/5/2009 CONSTRUCTION ISSUE

14 3DWG. No.

A0620/1.1.5DWG. No.

A0620/1.1.4

DWG. No.A0620/1.1.2

C

D

E

F

dp

dp

5,500

14,29

75,4

002,6

46

44,322

2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400

2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 3,500 7,730 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000

27,01

4

2,400 2,400

2,400 2,400 2,4002,400

2,4002,400

2,4002,400

2,4002,400

2,400

2,400

2,400

2,400

2,400

2,400

2,400

2,400

2,400

2,400625 2,5

00

18,73

5

6,214

10,362

10,362

10,285

5,644

21,30

021

,300

21,10

0

5,000

5,000

WASHDOWNBAY

FACTORY

345678910

landscapinglandscapinglandscapinglandscapinglandscapinglandscapinglandscapinglandscaping

landscaping

landscaping

landscaping

landscaping

PAVINGPAVINGPAVING

4647484950515253545556575859606162636465666768697071727374757677787980818283848586878889909192

11

1213141516171819202122232425262728293031323334353637

939495969798

99100

101102

103104

105

106

107

108

109

110

CF

CFCFCF

CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF

3200x2400mm highsteel framed entry gates

w/Colorbond cladding 2400mm high Colorbondsheet fencing w/barbwireas per details

CFCFCF

CF

FACTORY CARPARK 110 CARS

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CFCF

CF

CF

CF

CFCF

CFCFCF

CF

CFCF

CFCF

CF

CF

CF

Kerb Ramp w/tactileindicators to AS1428

landscaping landscaping landscaping

Concrete sleeper retaining wallalong boundary (shown dotted) below Colorbond fenceas per Engineers' details



OIL SEPARATOR

FHFH

Roadway continues toExisting Bridge to AdelaideAirport by Others

CF CF

Setdown & Drainage toWash Down Bay as perEngineers' details

dp dp dp dp dp dp dp

Plot Date:

Site Plan 3SHEET:



CHECKED:DRAWN:

DWG. NO.: REV:




A06/20/AG

JUNE 09

1.1.4

1.1.4






DCONSTRUCTION ISSUE

1:2000, 1:200

D 5/5/2009 CONSTRUCTION ISSUE42 1

DWG. No.A0620/1.1.5

DWG. No.A0620/1.1.3

DWG. No.A0620/1.1.2

PCF150

PCF

150

PCF150

PCF

150

PCF150

PCF

150

PCF150

PCF

150

PCF150

PCF

150

PCF

150

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 116 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

dp

7,000

241,860

76,429 3,000 80,710

35,91

0 FRO

M SE

TOUT

26,200 FROM SETOUT

1,850

3,150

2,000

27,000 6508,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000

6,095

6,095

6,095

6,095

6,095

6,095

3,754

1,070 1,480

1,070 1,520

21,17

515

015

014

,000

150

150

3,950

3,950

3,950

3,950

21,47

514

,000

11,95

082

,994

3,950

3,950

6,095

6,095

R 21,483

R 10,111

FACTORY

JA

ME

S

ME

LR

OS

E

RO

AD

WEIGHBRIDGE

ENTRYGATES

FACTORY

CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF

CF

CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF

CF CF CF

PAINTSEPARATOR

New Crossover toEngineers' details

SETOUTPOINT

SLID

ING

GATE

Sliding GateMotor

SLID

ING

GATE

Sliding GateMotor

FH FH

FH

lands

capin

glan

dsca

ping

lands

capin

glan

dsca

ping

lands

capin

glan

dsca

ping

New

footpa

th by

othe

rsNe

w foo

tpath

by ot

hers

New

footpa

th by

othe

rs

lands

capin

glan

dsca

ping

lands

capin

g

New

footpa

th by

othe

rs













By Others

Concrete works by the Contractorto meet the specifications of Weighbridgecontractor

Mountable concretemedian kerb

dp dp dp dp dp dp dp dp dp dp dp dp dp dp dp

Plot Date:

Site Plan 4SHEET:



CHECKED:DRAWN:

DWG. NO.: REV:




A06/20/AG

JUNE 09

1.1.5

1.1.5






DCONSTRUCTION ISSUE

1:2000, 1:200


2 13

DWG. No.A0620/1.1.3

DWG. No.A0620/1.1.2

DWG. No.A0620/1.1.4

F

G

F

E

D

C

B

A

1

2

3

19 18 17 16 15

A

20 19 18 17 16 15

B

C

dp dp dp

dp

dp

dp

dp

dp

28,49

87,0

006,8

70

38,353

35,565

44,322

5,000

48,440 26,550 8,000 8,000 8,000 8,000 8,000 8,000

7,650

7,650

35,91

321

,000

21,10

021

,300

5,000

5,000

5,000

5,000

5,000

5,000

5,000

15,300

DEDICATEDSPRAY AREA

Special Finishes

WASHDOWNBAY

FACTORY

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CONVEYOR CANOPY

CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF

CF CF

CF CF CF CF CF CF CF CF CF CF CF

COMPRESSORSHELTER

OIL SEPARATOR

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

FH

Setdown & Drainage toWash Down Bay as perEngineers' details

dp dp dp dp dp dp

Plot Date:

Overall Floor PlanSHEET:



CHECKED:DRAWN:

DWG. NO.: REV:




A06/20/AG

JUNE 09

1.2.2

1.2.2






DCONSTRUCTION ISSUE

1:285.7


AC2 AC2

AC2

AC2

AC2 AC2

AC2

AC2

PB9

0a

PC1

75

PC1

75

PC175

PC175

2,400

1,000

DG13

PC175

PC175

2,700600

W10

2,7005,249

W9

2,7001,000

DG49

PC1

50

PB9

0

2,400900

DG9

2,400900

DG8

1,400

2,400

DG22

PB90

PB90a

PC1

75

2,4001,100

DG23

PB9

0a

1,0002,400

DG25

PB90

PB90

2,7001,720

DG.41 PC1

50

W3

W2

W2

1,0007,000 DG43

PC1

75

W1 3,550

2,000

DG44

PB9

0

PB9

0

2,400

900

DG2

PB90a

2,400900

DG1

PB9

0a

PB90

PC150

PB9

0

PB90a

PB9

0

PB9

0

1,0002,400 DG11

PB9

0a

2,700

3,382

GP

2,700

2,510

GP

2,700

1,000

DG16

2,700

1,000

DG48

2,700

3,040

GP

2,700

1,000

DG39

PB90

1,7353,450

DG36

PB9

0

PB90

PB90a

PC175

1,000

2,460

DG27

PC150

6,600

865 W5

FRC

150

3,000

3,110 DG37

PC1

50

2,4002,460

DG32

2,4002,460

DG30

2,4002,460

DG31

PC1

50

6,600

865 W6

FRC

150

6,600

865 W7

FRC

150

1,000

2,460

DG26

PB90a

PB90a

PB9

0a

PB90a

PB9

0a

1,330

2,700

WG1

1,255

2,700

WG22,000

2,700

DG33 PC1

75

2,400

1,000

DG29

PB90

2,7001,698

WG5

2,700

1,710 WG3

2,7001,710

WG4

1,7002,700

DG42

1,710

2,700

WG6

1,710

2,700 WG7

1,490

2,700 WG8

2,700

1,000 DG15

PB90 PB90a

PB90

PB90a

PC150

W4

1,000

7,000

DG40

PB3

5

PB90a

1,000

2,400

DG10

PB90

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

5,000

1,800

SL

PC1

75

1,100

3,600

WF21

2,100

900

DW3

900

2,100

DW5

900

2,100

DW6

900

2,100

DW7

900

2,100

DW8

3,000

3,560

DF9

3,000

3,560

DF7

3,000

3,560

DF8

900

2,100

DW9

3,000

3,560

DF6

3,000

3,560

DF10

3,000

3,560

DF11

1,8004,000

SL

1,8004,000

SL

1,8004,000

SL

1,8004,000

SL

1,8005,000

SL

12,00010,000

DF17

12,00010,000

DF16

6,5005,000

DF12

7,0007,000

DF13

7,0007,000

DF14

7,0006,000

DF15

9002,100 DW10

9002,100 DW11

6,5004,500

DF18

2,100900

DW4

9002,400

DW20

DW19

4,0001,800

SL

4,0001,800

SL

8,0007,000

DF4

9,0007,000

DF3

9,0007,000

DF2

2,100900

DW2

2,100900

DW1

8,0007,000

DF1

1,800

1,200

WF6

1,800

1,200

WF5

1,800

1,200

WF4

1,800

1,200

WF3

1,800

1,200

WF2

1,800

1,200

WF1 2,700

2,000

DG34

1,280

1,260

DG35

2,400

900

DW13

PC175

PB3

5

PB3

51,0

002,4

00

DG20

PB90

1,0002,700

DG18

1,0002,700

DG19

1,0002,700

DG50

2,7001,000 DG38

PB9

0

PB90c

PB9

0

PB90a

PB35

PB35

PB9

0b

PB90b

PB90a

PB90

PB9

01,0

002,4

00

DG17

2,4001,000 DG24

1,0002,400

DG21

8002,400

DG47

2,400800

DG46

1,000

2,400

DG28

PC150

2,400

900

DG4

PB90a

2,400

900

DG3

PB90a

PB90a

1,0002,700

DG5

PB9

0a

PB90c

3,000

1,000

WF15

1,000

3,000

WF16

2,100900

DW17

DW15

DW16

PC1

50

PC150

PB35

PB3

5

PB35

PB35 PB35 PB35

PB35 PB35

3,000

1,200

WF13

1,200

3,000

WF14

2,100900

DW14

3,000

1,000

WF17

1,000

3,000

WF18

2,100900

DW18

8,0007,000

DF5

1,0002,400 DG6

PB9

0a

1,0002,400

DG14

1,000

2,400

DG7

PB90a

PB9

0

PB90a

PB90a

2,400

900

DG45

PB9

0 PB90

2,400

1,640

DG12

PB90 PB90

PC

175

C1

C1

C1

C1

C1

C1

C1 C1 C1 C1

C1

C1

C1

UP

UP

UP

UP

TB

TB

TB

TB

XA

XB

XC

XG

XH

XI

X2X3X5X6X7X8X9X10X11X12X13

XD

19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

A

20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

B

C

D

E

F

RE

F.

SB

CW

T

SB

C3

C3

D/W

F

D/W

F

F

AC

AC

AC

AC AC

AC

AC

AC

TB

TB

C1

C1 C1

C1

C1

C1

C1

C1

C1

C1 C1

C1

C1

C1

C1

C1

RE

F.

SB

CW

T

SB

RE

F.

SB

CW

T

C1 C1 C1

C1 C1 C1

C1

C1

TB

19 18 17 16 15 14 13 12 11 10 9 820 19 18 17 16 15 14 13 12 11 10 9 8

A

B

C

D

E

dp

dp

dp

dp

dp

dp dp dp

dp

dp

dp

dp

dp

PD14.10

PD34.10

PD64.10

PD74.10

PD84.10

PD104.10

PD44.10

PD54.8

PD94.10

PD224.11

PD184.14

PD174.14

PD144.12

PD154.13

PD134.12

PD204.15

PD164.13

PD194.15

PD114.10

PD214.10

PD274.10

PD124.10

PD314.11

PD314.11

1,853

8,370

1,556

6,815

1,873

7,869

7,868

1,425

1,4258,2508,3008,3008,3001,4256,2257,3867,5007,5003,8152,175

175

1,425

642,3

5864

2,999

64

1,425

600

641,8

3064

1,837

641,0

2664

1,425

644,1

0017

561

164

600

1,690

3517

5 954

175

848

175 85

817

53,0

9615

0

954

175

848

175 85

817

53,0

9615

0

954

175

848

175 85

817

53,0

9615

0

150

6,760

8,000

6,090

150

6,815

8,000

7,150

900

4,600

9,100

12,24

99,0

004,6

5090

01,5

508,0

0060

617

511

,638

175

21,00

073

,671

11,81

317

5

150

2,000

150

152,000

175

1,748

150

5064

3,551

641,6

8964

1,110

613

645,7

4864

150

1,503

150

50 643,4

1464

1,826

641,1

2364

5,185

644,6

5264

2,336

6410

,771

644,7

3115

01,2

25

1501,0751505,868643,536644,40835175

2,4001751,213644,066641,931648481,891351506,3501501,075150

2,418 2,850 2,700 2,700

1,225 7,030 9,795 2,750 14,125 1,225

7,510

644,7

3115

01,0

7515

0

4,257

642,0

0764

5,913

150

1,225

10,57

064

1,700

150

12,20

164

1,700

150

2,460

812

2,460

812

2,460

2,526

1,900 150 11,670 64 8,397 CHANGEROOM 64 1,739 64 1,243 64 1,736 64 1,981 64 1,981 64 4,692 175 1,646 64 13,439 FACTORY STORE 64

150 11,670 64 6,962 175 1,260 641,273 SHR.

64 3,509 AMENITIES 64 4,026 WASH TROUGHS 64 2,142 2,500 STAIR50

175 3,613 FIRST AID 64

150 8,616 35150

1,100 175 5,266 64 3,290 175 15,115 64 3,626 CLEANER 64

150

1,850

150

570

1,360

570

150

2,200150 64

2,468

2,184

64

1,258

175

1,725

642,9

9764

2,060

64

1,830

3,750

STA

IR50

90

1,200

1,425

6492

664

4,431

64

5,553

3515

0 1,115

3515

01,9

00

64 1,506 64 16,404 150 1,075 150

64 1,506 64 6,494 64 9,846 150 1,225

175 2,286 175 35 3,09364

3,40364

9,096 STAFF 150

8,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,0008,000

1503,70090031,10090031,10090028,3009006,5001753,630903,630175

300

1753,630903,630175

300

1753,630903,6301756,5009008,750150150

17548,3005,70085,3005,000150

2,000 150 4,250 150 1,000150

2,000 5,700

150

2,000

150

2,300

2,000 150 1,370 1,000 150 2,880 150

2,000 5,700

150

2,000

150

2,300

2,000 150 4,250 150 1,000 150

2,000 5,700

150

2,000

150

2,300

2,000 150 2,370 150 2,880 150

2,000 5,700

2,000 150 4,250 150 1,000150

2,000 5,700

2,300

150

2,000

150

150

2,000

150

2,300

150 2,370 150 2,880 150

2,000 5,700

150

1,265

175

560

150

150

2,000

150

2,300

150 4,850 150 3,0005,150 3,000

150

2,000

175

2,150

8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000

150 1,650 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 3,000 5,000 1,500 1,500 5,000 1,500

21,00

021

,100

21,30

021

,300

21,10

0

150

150

1,515

5,000

4,300

7,000

3,450

1,250

7,000

1,500

6,000

3,250

900

1,850

4,000

1,000

10,00

065

04,0

002,0

004,0

0065

010

,000

1,000

4,000

3,635

4,500

2,000

900

10,98

515

0

21,00

021

,100

21,30

021

,300

21,36

915

0

4,258 4,258 4,258 4,258 4,258 4,258 455 150

25,700 305

150

205

360

6,155

6,515

150

1,345

175

4,000

64 1,376 64 1,476 64

1,110

613

641,5

6864

641,6

2664

641,1

2364

1,170

64 2,226 DIS G.1 64

4,000

175 2,675 150 5,000 150

175 775 900 1,550 3,600 1,000 150

8,000

S/133.13

S/133.13

S/153.13

S/153.13

S/14#LayID

S/14#LayID

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

C1

C1

C1

SC

SC

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

ATRIUM

ARCHIVESG.1FIRST AID

G.1

CHANGE ROOMG.1

STAFF ROOMG.2 KITCHEN G.2

CLEANERG.2

AMENITIES G.1

SHOWERG.1

ENTRYG.1

WASH TROUGHSG.1

FACTORY STOREG.1

FEMALE G.2

EXECUTIVEGARAGE

G.1

PRINT ROOMG.1

SERVERG.1

FILES G.1

STAFF ROOMG.1

MALE G.1

DISG.1.

KITCHEN G.1

CLNR.G.1

ENTRYG.2

MEETINGROOM

G.1OFFICE

G.1OFFICE

G.2

GYMNASIUMG.1

STOREG.2

ARCHIVESG.2

STOREG.1

VOIDOVER

VOIDOVER

VOIDOVERENTRY

G.3

Canopyover

MALE G.2

OPEN OFFICE AREAG.1

STAIR G.1

STAIR 3

STAIR 4

STAIR 5

FHRDB

DB

2100x900mmfloor m

at

STAIR 2

1200

x900

mmflo

or m

at

M S B

FHR

LIFT

Canopyover

Canopyover

Canopyover

1200x

900mmfloor mat

HDTD TDHD

HDTD

SHOWERG.2

PP

HD

P P

HD

HD

FEMALEG.1

HD

UP

HWS

HWS

HWS

FHR

BAY1

BAY2

BAY3

BAY4

BAY5

DBDB

DBDB HD

DBDB HD

DBDB

HD

OFFICE BUNKER G.1

BAY1

BAY2

BAY3

BAY4

BAY5

OFFICE BUNKER G.2

OFFICE BUNKER G.3

OFFICE BUNKER G.5

OFFICE BUNKER G.4AMENITY BUNKER G.3

AMENITY BUNKER G.2

AMENITY BUNKER G.1

FIRE VALVE

G.1

PAINT STORE G.1PAINT STORE G.2PAINT STORE G.3

slidin

g doo

rs

FHR

FHR

FHR

FHR

FHR

FHR

FHR

FHR

FH

FH

FH

FH

FH

FH FH

FHFH

D E D I C A T E D S P R A Y A R E A

DBDB

DBDB

FH

DB

225mm diameter PVC internaldownpipe protected w/1500mm high,

6mm thick, folded galv. steel plate boltedto concrete wall @ 400centres w/M12 bolts

dpdp



Line of steel framed canopyover as per details

Exposed steel framing to bepainted in selected finish (typical)

BROKEN LINE OF STEEL FRAMED SCREEN AS PER DETAILS BROKEN LINE OF STEEL FRAMED SCREEN AS PER DETAILS

BROK

EN L

INE

OF S

TEEL

FRA

MED

SCRE

EN A

S PE

R DE

TAIL

SBR

OKEN

LIN

E OF

STE

EL F

RAME

D SC

REEN

AS

PER

DETA

ILS

BROKEN LINE OF STEEL FRAMED SCREEN AS PER DETAILS

BROK

EN L

INE

OF S

TEEL

FRA

MED

SCRE

EN A

S PE

R DE

TAIL

S150SHS column of steelframed screen as per details

100mm diameterColorbond downpipe

w/matching proprietarystainless steel

brackets (typical to Office)

Selected Colorbond GarageRoller doors w/remote automaticopeners

90/90/90 Door & Steel Frame

25mm recess castinto slab w/alum. angles



2100x900mmfloor mat

1200

x900

mmflo

or m

at

90/90/90 Door & Steel frame toFactory Store Room Servery door

CONVEYOR CANOPY G.1

Lift as specified

100mm diameterColorbond downpipew/matching proprietarystainless steelbrackets (typical to Office)


I N D I C A T I V E F U R N I T U R E L A Y O U T O N L Y

HD

3600x2000mmfloor mat 25mm recess cast

into slab w/alum. angles

Line of 150mm thick precastconcrete panel over

Fabricated steel louvre screenw/100x100mm angle frameand fully welded folded steel finsas per details

150mm thick precast concrete wall panel

Steel portal frame of Factory asper Engineers' documentation

Colorbond Trimdek wall claddingscrew fixed to 200Z girts aboveprecast panel wall

Line of Factory Equipment by Others

Line of Steel Frame overFabricated steel louvre screenw/100x100mm angle frameand fully welded folded steel finsas per details





Line of Steel Frame over

BAY1

BAY2

BAY3

BAY4

BAY5

Fabricated steel louvre screenw/100x100mm angle frameand fully welded folded steel finsas per details






Exit Door fixed to 150mm fabricatedsteel door frame cast into concretepanel as per fabricators details (typical)

Concrete panel walls & roofto Bunker as per details











Steel framed sliding door as per Fabricators'details w/Trimdek wall cladding





Fabricated steel louvre screenw/100x100mm angle frame

and fully welded folded steel finsas per details

150mm thick precastconcrete wall panel


Colorbond Trimdek wall claddingscrew fixed to 200Z girts above

precast panel wall




Steel framed sliding dooras per Fabricators'

details w/Trimdek wall cladding




precast panel wall



Steel framed sliding dooras per Fabricators' detailsw/Trimdek wall cladding

Colorbond roller door to selection











175mm thick Fire Separation wall betweenFactory & Dedicated Spray Area (typical)











precast panel wall



precast panel wall








Selected Roller Grilles to Paint Storage area150x50mm nonloadbearingRHS Steel columnas fixing for roller grille tracks

Line of Cantilevered Steelbeam to Canopy over

Colorbond Trimdek wall claddingscrew fixed to 150Z girts

150mm diameter Colorbond downpipe

150mm diameter PVC downpipew/proprietary s/steel brackets







Line of Steel Frame overSteel portal frame of Factory asper Engineers' documentation

1200mm highstud wall Line of bridge over

HWS1.1

TIMECLOCK

1200x1800mmfloor mat

TEA G.1


Steel column of screenas per details

150x50 Capral flushglazesuite aluminium framedglazing

Glass filler between endof partition wall & perimeter

glazing as per details

Steel framed stairsas per details

Broken line denotesacoustic panelling A17 towall as per Internal details



Broken line denotes 100mm gapbetween Office structure &factory structure as per details

Steel lockers to selection

Aluminium framed windoww/laminated clear glass





All plumbing to beconcealed in walls to

this area

Full height panel

S/053.5

S/053.5

S/013.1

S/013.1

S/073.7

S/073.7

S/083.6

S/083.6

S/093.7

S/093.7

S/123.12

S/123.12

S/113.11

S/113.11

S/043.4

S/043.4

S/063.6

S/063.6

S/033.3

S/033.3

S/183.8

S/183.8

PC 175

2,100

900

DW23

PC 175 PC 175 PC 175 PC 175

2,100

900

DW25

PC 175 PC 175 PC 175 PC 175

2,100

900

DW24

PC 175 PC 175 PC 175 PC 175

2,100

900

DW21

PC 175 PC 175 PC 175 PC 175 PC 175

3,600

1,200

WF20

1,200

3,600

WF19

PC175

GF

GF

GF

GF

GF GF GF GF GF

PB90

PC175 PC175

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

UP

XE

XF

X1X4

C1

C1

PD24.10

R = 4,800

R = 3,000

1,800

FHR

ALL STEELWORK ALONG DIVIDING WALL BETWEEN OFFICE & FACTORY TO BE PROTECTED W/SELECTED INTUMESCENT PAINT AS SPECIFIED LEVEL OF PROTECTION TO GAIN FRL OF 90/90/90

IMPORTANT NOTE:CONTRACTOR TO ALLOW FOR CONCRETE LINED PIT

UP TO 2400mm DEEP UNDER BROKEN LINE OF MACHINERYBETWEEN GRID 19 & GRID 15 TO BE ADVISED BY THE OWNER

dp dp dp dp dp dp dp dp dp dp dp dp dp dp

dp dp dp dp dp

dp dp dp dp dp dp dp dp dp dp dp dp dp

dp

dp

dp

S/023.2

S/023.2

S/103.10

S/103.10

Ground Floor Plan

NTS

Plot Date:

Ground Floor Plan 1SHEET:



CHECKED:DRAWN:

DWG. NO.: REV:




A06/20/AG

JUNE 09

1.2.3

1.2.3






DCONSTRUCTION ISSUE

1:100


AC2 AC2

AC2

AC2

AC2 AC2

AC2

AC2

PB9

0a

PC1

75

PC1

75

PC175

PC175

2,400

1,000

DG13

PC175

PC175

2,700600

W10

2,7005,249

W9

2,7001,000

DG49

PC1

50

PB9

0

2,400900

DG9

2,400900

DG8

1,400

2,400

DG22

PB90

PB90a

PC1

75

2,4001,100

DG23

PB9

0a

1,0002,400

DG25

PB90

PB90

2,7001,720

DG.41 PC1

50

W3

W2

W2

1,0007,000 DG43

PC1

75

W1 3,550

2,000

DG44

PB9

0

PB9

0

2,400

900

DG2

PB90a

2,400900

DG1

PB9

0a

PB90

PC150

PB9

0

PB90a

PB9

0

PB9

0

1,0002,400 DG11

PB9

0a

2,700

3,382

GP

2,700

2,510

GP

2,700

1,000

DG16

2,700

1,000

DG48

2,700

3,040

GP

2,700

1,000

DG39

PB90

1,7353,450

DG36

PB9

0

PB90

PB90a

PC175

1,000

2,460

DG27

PC150

6,600

865 W5

FRC1

50

3,000

3,110 DG37

PC1

50

2,4002,460

DG32

2,4002,460

DG30

2,4002,460

DG31

PC1

50

6,600

865 W6

FRC1

506,600

865 W7

FRC1

50

1,000

2,460

DG26

PB90a

PB90a

PB9

0a

PB90a

PB9

0a

1,330

2,700

WG1

1,255

2,700

WG22,000

2,700

DG33 PC1

75

2,400

1,000

DG29

PB90

2,7001,698

WG5

2,700

1,710 WG3

2,7001,710

WG4

1,7002,700

DG42

1,710

2,700

WG6

1,710

2,700 WG7

1,490

2,700 WG8

2,700

1,000 DG15

PB90 PB90a

PB90

PB90a

PC150

W4

1,000

7,000

DG40

PB3

5

PB90a

1,000

2,400

DG10

PB90

PC1

75

2,100900

DW1

8,0007,000

DF1

1,800

1,200

WF6

1,800

1,200

WF5

1,800

1,200

WF4

1,800

1,200

WF3

1,800

1,200

WF2

1,800

1,200

WF1 2,700

2,000

DG34

1,280

1,260

DG35

PC175

PB3

5

PB3

51,0

002,4

00

DG20

PB90

1,0002,700

DG18

1,0002,700

DG19

1,0002,700

DG50

2,7001,000 DG38

PB9

0

PB90c

PB9

0

PB90a

PB35

PB35

PB9

0b

PB90b

PB90a

PB90

PB9

01,0

002,4

00

DG17

2,4001,000 DG24

1,0002,400

DG21

8002,400

DG47

2,400800

DG46

1,000

2,400

DG28

PC150

2,400

900

DG4

PB90a

2,400

900

DG3

PB90a

PB90a

1,0002,700

DG5

PB9

0a

PB90c

PC1

50

PC150

PB35

PB3

5

PB35

PB35 PB35 PB35

PB35 PB35

3,000

1,200

WF13

1,200

3,000

2,100900

DW14

1,0002,400 DG6

PB9

0a

1,0002,400

DG14

1,000

2,400

DG7

PB90a

PB9

0

PB90a

PB90a

2,400

900

DG45

PB9

0 PB90

2,400

1,640

DG12

PB90 PB90

C1

C1

C1

C1

C1

C1

C1 C1 C1 C1

C1

C1

C1

UP

UP

UP

UP

TB

TB

TB

TB

XA

XB

XC

XG

XH

XI


XD C3

C3

D/W

F

D/W

F

F

AC

AC

AC

AC AC

AC

AC

AC

TB

TB

C1

C1 C1

C1

C1

C1

C1

C1

C1

C1 C1

C1

C1

C1

C1

C1

C1 C1 C1

C1 C1 C1

C1

C1

TB

E

dp

dp

dp

dp

dp

dp

dp

dp

dp

PD14.10

PD34.10

PD64.10

PD74.10

PD84.10

PD104.10

PD44.10

PD54.8

PD94.10

PD134.12

PD114.10

PD274.10

PD124.10

PD314.11

PD314.11

1,853

8,370

1,556

6,815

1,873

7,869

7,868

1,425

1,4258,2508,3008,3008,3001,4256,2257,3867,5007,5003,8152,175

954

175

848

175 85

817

53,0

9615

0

954

175

848

175 85

817

53,0

9615

0

954

175

848

175 85

817

53,0

9615

0

900

1,550

8,000

606

175

11,63

817

5

11,81

317

5

175

1,748

150

5064

3,551

641,6

8964

1,110

613

645,7

4864

150

1,503

150

50 643,4

1464

1,826

641,1

2364

5,185

644,6

5264

2,336

6410

,771

644,7

3115

01,2

25

1501,0751505,868643,536644,40835175

2,4001751,213644,066641,931648481,891351506,3501501,075150

2,418 2,850 2,700 2,700

1,225 7,030 9,795 2,750 14,125 1,225

7,510

644,7

3115

01,0

7515

0

4,257

642,0

0764

5,913

150

1,225

10,57

064

1,700

150

12,20

164

1,700

150

2,460

812

2,460

812

2,460

2,526

1,900 150 11,670 64 8,397 CHANGEROOM 64 1,739 64 1,243 64 1,736 64 1,981 64 1,981 64 4,692 175 1,646 64 13,439 FACTORY STORE 64

150 11,670 64 6,962 175 1,260 641,273 SHR.

64 3,509 AMENITIES 64 4,026 WASH TROUGHS 64 2,142 2,500 STAIR50

175 3,613 FIRST AID 64

150 8,616 35150

1,100 175 5,266 64 3,290 175 15,115 64 3,626 CLEANER 64

150

1,850

150

570

1,360

570

150

2,200150 64

2,468

2,184

64

1,258

175

1,725

642,9

9764

2,060

64

1,830

3,750

STA

IR50

90

1,200

1,425

6492

664

4,431

64

64 1,506 64 16,404 150 1,075 150

64 1,506 64 6,494 64 9,846 150 1,225

175 2,286 175 35 3,09364

3,40364

9,096 STAFF 150

2,300

150

2,000

150

4,000

64 1,376 64 1,476 64

1,110

613

641,5

6864

641,6

2664

641,1

2364

1,170

64 2,226 DIS G.1 64

S/153.13

S/153.13

S/14#LayID

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

SC

B1

B1

ATRIUM

ARCHIVESG.1FIRST AID

G.1

CHANGE ROOMG.1

STAFF ROOMG.2 KITCHEN G.2

CLEANERG.2

AMENITIES G.1

SHOWERG.1

ENTRYG.1

WASH TROUGHSG.1

FACTORY STOREG.1

FEMALE G.2

EXECUTIVEGARAGE

G.1

PRINT ROOMG.1

SERVERG.1

FILES G.1

STAFF ROOMG.1

MALE G.1

DISG.1.

KITCHEN G.1

CLNR.G.1

ENTRYG.2

MEETINGROOM

G.1OFFICE

G.1OFFICE

G.2

GYMNASIUMG.1

STOREG.2

ARCHIVESG.2

STOREG.1

VOIDOVER

VOIDOVER

VOIDOVERENTRY

G.3

Canopyover

MALE G.2

OPEN OFFICE AREAG.1

STAIR G.1

STAIR 3

STAIR 4

STAIR 5

FHRDB

DB

2100x900mm

floor mat

STAIR 2

1200

x900

mm

floor

mat

MSB

FHR

LIFT

Canopyover

Canopyover

Canopyover

1200x

900mmfloor mat

HDTD TDHD

HDTD

SHOWERG.2

PP

HD

P P

HD

HD

FEMALEG.1

HD

UP

HWS

HWS

HWS

FHR

BAY1

OFFICE BUNKER G.1

FIRE VALVE

G.1

slidin

g doo

rs

FHR

FHR

FH

FH

FH

DBDB

DB



dpdp



Line of steel framed canopyover as per details

Exposed steel framing to bepainted in selected finish (typical)


BROK

EN L

INE

OF S

TEEL

FRA

MED

SCRE

EN A

S PE

R DE

TAIL

SBR

OKEN

LIN

E OF

STE

EL F

RAME

D SC

REEN

AS

PER

DETA

ILS


BROK

EN L

INE

OF S

TEEL

FRA

MED

SCRE

EN A

S PE

R DE

TAIL

S150SHS column of steelframed screen as per details


w/matching proprietarystainless steel

brackets (typical to Office)

Selected Colorbond GarageRoller doors w/remote automaticopeners

90/90/90 Door & Steel Frame




2100x900mmfloor mat

1200

x900

mm

floor

mat

90/90/90 Door & Steel frame toFactory Store Room Servery door

Lift as specified



I N D I C A T I V E F U R N I T U R E L A Y O U T O N L Y

HD

3600x2000mmfloor mat 25mm recess cast

into slab w/alum. angles

Line of 150mm thick precastconcrete panel over




1200mm highstud wall Line of bridge over

HWS1.1

TIMECLOCK


TEA G.1


Steel column of screenas per details


Glass filler between endof partition wall & perimeter

glazing as per details

Steel framed stairsas per details

Broken line denotesacoustic panelling A17 towall as per Internal details



Broken line denotes 100mm gapbetween Office structure &factory structure as per details

Steel lockers to selection

All plumbing to beconcealed in walls to

this area

S/053.5

S/053.5

S/013.1

S/013.1

S/073.7

S/073.7

S/083.6

S/083.6

S/093.7

S/093.7

S/043.4

S/063.6

S/063.6

S/033.3

S/033.3

S/183.8

S/183.8

GF

GF

GF

GF

GF GF GF GF GF

PB90

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

UP

XE

XF

X1X4

C1

C1

PD24.10

R = 4,800

R = 3,000

1,800

FHR

ALL STEELWORK ALONG DIVIDING WALL BETWEEN OFFICE & FACTORY TO BE PROTECTED W/SELECTED INTUMESCENT PAINT AS SPECIFIED LEVEL OF PROTECTION TO GAIN FRL OF 90/90/90

dp

dp

dp

S/023.2

S/023.2

7 6 5 4 37 6 5 4 3

Plot Date:

Level 1 PlanSHEET:

Architecture - Interior DesignGIORDANO & ASSOCIATES


CHECKED:DRAWN:

DWG. NO.: REV:



Email : [email protected] 26/11/2010

A06/20/AG

SEPT 10

1.2.13

1.2.13



C

DCONSTRUCTION ISSUE

1:100D

5/5/2009 CONSTRUCTION ISSUE

30/4/2010 CHANGES TO DSB BUILDING

COPY STATION1.2

2,400

1,000

1,000

2,400

1,1002,400

1,0007,000

6,600

8656,600

8656,600

865

1,000

7,000

1,8001,800

8,0007,000

1,800

1,200

1,800

1,200

1,800

2,000

1,800

4,800

1,800

2,000

1,0002,400

3,200

2,000

2,5302,700

2,4852,700

2,5402,700

2,5302,700

1,0002,700

1,0002,700

1,0002,700

1,0002,700

2,4001,000 900

2,400

2,400900

2,400

900

2,400

900

2,400

1,000

2,000

2,700

2,400

900

2,400

900

2,400

900

2,7001,000

2,7002,670

2,7002,720

2,7002,485

2,7001,000

2,7001,000

2,7001,000

1,1002,700

1,1002,700

1,1002,700

1,0002,700

1,0002,400

2,4001,000

900

2,400

2,700

1,000

4,055

2,700

2,340

2,700

1,000

2,700

1,000

2,700

1,000

2,700

2,392

2,700

1,800

2,700

2,392

2,700

1,000

2,700

1,000

2,700

1,000

2,700

1,000

2,700

2,400

900

1,000

2,700

2,400900

2,700

1,000

1,700

2,7002,700

475

1,275

2,700

2,1302,700 2,7

002,1

30

2,7001,300

2,0002,700

475

2,700

1,353

2,700

1,353

2,700

2,700

1,000

2,000

2,700 1,000

2,700

1,0002,400

1,0002,700

2,7001,000

2,7001,0

00

1,000

2,700

2,7001,000

DN

DN

DN

DN

XA

XB

XC

XG

XH

XI


XD

D/WF

D/W

F F

PD234.11

PD244.10

PD254.10

PD264.11

PD284.11

PD294.11

PD30#

PD314.11

S/153.13

S/153.13

S/14#LayID

S/19#LayID

S/19#LayID

W3

W2

W2

W13

PC1

75

WF12

PB35 PB35 PB35 C1

C1

1,1501504,013641,245642,9898,3003,954647,340641,226644,0131501,0751506,1507,3867,5007,5003,8152,175

1,853

8,370

8,370

1,873

7,869

7,868

1,425

1,578

150

5,418

643,0

146,7

0464

3,606

643,6

0664

3,606

643,6

0664

4,656

150

1,150

150

1,503

150

8,495

6,704

643,6

0664

3,606

643,6

0664

334

3,272

644,5

3112

515

01,1

50

1,1501509,237 BOARDROOM642,483 K.642,106641,6371752,14364

1,15015,2103,056

1,1501505,220643,510645,082351752,40012550

351,826646,935647,7511501,075150

150150200

7258,5255,6002,7508,2508,575725200

2256,2257,3867,5007,5003,8152,175

150

1,077

150

4,666

643,4

8864

3,702

643,7

3664

13

7,6507,3867,5007,5003,8152,175

15015

020

0 1,153

150

8,370

1,669

4,435

641,7

5064

388

1,873

7,869

7,868

1,425

3,000

64

1,15564

1,24564

897

64

641,226

64

2,891

64

3,230

1,559

641,8

1364

3,345

1,235

1,4258,2508,300

1,150 64 2,952

150

642,0

0064

3,290

641,2

1351

364

150

642,0

0064

1,218

642,0

0864

1,213

513

64

150

645,3

54 B

OARD

ROOM

641,2

13

3,415

64 5,304 64 517

2,1302,1301,367

490

64

2,077

64

1,419

1,419

1,419

1,572

1,277

1,407

650 1,000 1,1625,380

3,090

945

1,250

1,250

1,900

2,337 2,700

1,319

2,700

1,200 1,200 1,200

4,110

1,200

3,200

1,200

400 900600

1,200 1,438 800 600 1,200

900

400

900

600

900

1,500

1,500

1,500

1,092

1,800 900 1,900 900 1,800

1,500

1,500

2,092

4,000

5,000

1,800

2,400

800 1,800 4,100

1,698

1,800

1,200

900

5,600

2,198 2,000 1,200 900

5,000

R 4,868

R 10,652

R 7,033

R 10,846

SC

W11

DF28

DF4

PB90

DF29

DF26

PB90

PB90

D19

DF40b

C1 C1

B

C1

LIFT

WAITING 1.1

TRAINING ROOM1.1

ATRIUM(Void)

SUPERVISOROFFICE 1.13

RECEPTION1.1

OFFICE 1.1

OFFICE1.4

OFFICE1.5

OFFICE1.6

OFFICE1.7

VOID VOID

WALKWAY 1.1

BRIDGE

BREAKOUT1.1

MEETING ROOM1.1

STAIR 1

STORE1.2

OFFICE1.3

OFFICE1.14

BATH 1.1

KITCHEN1.1

LOUNGE 1.1

STAFF ROOM1.1

KITCHEN1.2

CLEANER1.1

OFFICE1.2

BOARDROOM 1.1

OFFICE1.12

MALE 1.1

OFFICE1.8

STORE1.3

OFFICE1.11

OFFICE1.10

BALCONY1.1

FEMALE1.1

DISABLEDWC1.1

STAIR 2

LAYOUT AREA 1.1

STORE1.1

FILES1.1

(2Hr Fire Rated)

SERVER1.1

FILES ROOM1.2

(2Hr Fire Rated)

COPYSTATION

1.1

OFFICE1.9

STAIR 4

STAIR 3

ROOF BELOW

BOX

GUTT

ERBOX

GUTT

ER

TEA 1.1

BOX

GUTT

ER

HD

PHD

HD

HD

HWS

STAIR 5

FH

FH

BAY1

225mm diameter PVC internaldownpipe - protected w/1500mm high,6mm thick, folded galv. steel plate boltedto concrete wall @ 400centres w/M12 bolts

dpdp

225mm diameter downpipedischarges into 450x500x350mmdeep receiver & carries down tosub floor drainage

150mm downpipe connectedto 225mm diameter downpipe

150mm downpipe connectedto 225mm diameter downpipe

100mm diameter Colorbonddownpipe from 450x450x300mm

deep box receiver

Folded Colorbond capping to topof parapet walls (typical)

100mmm diameter Colorbond downpipefrom Canopy roof to stormwater reticulation

300x100mm deep Colorbond box gutterto Canopy roof

100mm diameter Colorbonddownpipe w/selected rainwater head& spreader to discharge into lower roof gutter

450x150mm deep Colorbond box gutteron Spandek support base or similar


BROK

EN L

INE

OF S

TEEL

FRA

MED

SCRE

EN A

S PE

R DE

TAIL

SBR

OKEN

LIN

E OF

STE

EL F

RAME

D SC

REEN

AS

PER

DETA

ILS


BROK

EN L

INE

OF S

TEEL

FRA

MED

SCRE

EN A

S PE

R DE

TAIL

S

BOX GUTTERBOX GUTTER BOX GUTTER

Folded Colorbond capping to topof parapet walls (typical)

100mmm diameter Colorbond downpipefrom Canopy roof to stormwater reticulation

300x100mm deep Colorbond box gutterto Canopy roof

Internal face of precast concretepanel to remain exposed

Glazed partitioning from 1150mm AFLto ceiling height along this wall - refer to Sections

Double glazed fixed viewing windowin precast concrete wall panel Reception desk as per

details

1200mm high plasterboard lined wallw/integrated steel column supportsbolted to slab as per Fabricators details

Full height aluminium framed glazedpartition system

100x50mm Alcan flushglaze framing toStair 4 area as per Schedule


Full height aluminium angle trimbetween column & Factory wall(both sides) - fix to Factory only

Broken line denotes100mm gap betweenOffice structure &factory structure asper details

Top of floor beam flush w/polished floor

1000x1000x1900mm highclear glass shower screenw/pivot door

shr.

Glass ballustrade to end of balcony

50mm diam. along Balcony fixed to backof Screen frame

100x50 Alcan flushglazealuminium framing w/clear glass

OFFICE1.15

FHRDB

FHRDB

FHRDB

OFFICE1.16

= 1200mm circulation space

2100x900

900x900 1200x1200

1600x800

3200x1200

800x800

800x800

800x800

600

600

900

2400x900

900x900 900x900450

5200x1700

800x800800x800

2100x900

3600diam Rug

900x900

1500

x900

1500

x900

1500

x900

1500

x900

1500

x900

BENCHA

BENCH B

BENC

H B

DESK

SHEL

VES

1200x600

1200x600

450

SHEL

VES

SHELVES

S/053.5

S/053.5

S/013.1

S/013.1

S/073.7

S/073.7

S/083.6

S/083.6

S/093.7

S/093.7

S/043.4

S/063.6

S/063.6

S/033.3

S/033.3

S/183.8

S/183.8

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

DN

XE

XF

X1X4

AC2 AC2

AC2

AC2

AC2 AC2

AC2

AC2

PC1

75

PC1

75

PC175

DF12

PC175

DF38

PC175

PC175

PC1

50

DF48

PC1

75

PC1

50

DG43

PC1

75

PC150

PC175

PC150

W5

FRC1

50

PC1

50

W6

FRC1

50

W7

FRC1

50

W12

PC150

W4

DG40

PC1

75

DF1

WF8 WF7 WF10 WF11 WF9

PC175

PB35

PB3

5

DF39

C1

C1

C1

C1

C1

C1 C1 C1 C1

C1

C1

C1

AC

AC

AC

AC AC

AC

AC

AC

C1

C1 C1

C1

C1

C1

C1

C1

C1

C1 C1

C1

C1

C1 PB90

GF

GF

GF

GF GF GF GF

GF

GF

GF

GF

GF

GF

GF

GF

C1

C1

C1

C1

F

4,800

175 64 7,359 TRAINING ROOM64

2,774 64 2,123 2,569 17513

35 6,711 SUPERVISOR 64 2,712 64 1,718 64 3,770 64

GB GB

GB GB GB

GB

GB

GB

GB

GB GB

GB

GB

GB

GB

DF31

PB9

0

GP

GP

GP

GP

DF20

DF18

DF21

DF17

PB9

0

PB90

PB9

0

PB9

0a

DF2

PB9

0

DF44

DF42

PB9

0a

DF33 DF36 DF32

PB90

PB9

0a

DF35 DF37

DF34

DF30

PB9

0

PB9

0a

GP

GP

GP

DF6

DF7

DF8

GP

GP

GP

DF25 PB9

0

PB90

PB90

PB90

PB90

PB90a

DF47

DF45

PB9

0a

DF43

PB90

DF5

PB90

PB9

0 GP GP DF16 DF15 DF13

PB90

GP GP GP DF9 DF11 DF10 DF10a

DF46

PB90a

PB9

0

PB90

PB90

PB9

0

DF24

PB120

DF41

PB90

PB90

DF23

PB1

20

PB1

20

PB9

0

PB90

PB9

0

PB9

0

PB9

0a

DF40

WU3

GP GP GP

DF14

PB120 PB90

PB90

PB1

20

PB90a

PB3

5

PB3

5

PB35

PB9

0a

PB9

0a

PB90

PB3

5

DF27 PB90

PB90

WU4

WU1 WU2

DF1

DF3

PB90

PB90a

PB90

GB GB GB GB GB

GB

GB

GB GB GB GB GB GB GB

GB

GB

DF22

PB9

0

PB120

GB

GB

GB

PB9

0a

PB120

PB120

PB9

0

DF40a

B B B B B B B

B

B

B

B B B B B B B B

B

B

B B

B

B

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL FALL

Folded Colorbond capping totop of parapet walls (typical)

Colorbond 'Kliplok' roof sheeting@ 2° pitch w/insulation as specified (typical)

450x100mm deep Colorbondbox gutter on Spandek support base (typical)

FRC

200

dp dp dp

dp

dp dp

dp

dp

dp

S/023.2

S/023.2

FRC200 FRC200

FRC200

FRC

200

FRC35

dp

dp

dp

dp

dp

dp

dp

dp

dp

Plot Date:

Front Fence & Gate

Architecture - Interior DesignGIORDANO & ASSOCIATES

SHEET TITLE:



Email : giordano @giordano-associates.com.au

MANUELE ENGINEERSHEADQUARTERS

Cnr. MORPHETT & JAMES MELROSE ROADS,ADELAIDE AIRPORT

REV. DATE DESCRIPTION

A 7/12/2009

SHEET:

DATE:SCALE:

CHECKED:DRAWN:

DWG. NO.: REV:

13/04/2010

A06/20/AG

MAR 101:100, 1:223.22,1:10

A1

CLIENT REVIEW

A

5,000

2,400

1,100

3,500

150 f

ram

e

50 gap 50 gap

50 gap100x100 angles

PLAN DETAIL

Front Fence - details1:1002

Front Fence - details1:223.221

planning report - west torrens council public services ...€¦ · depot...

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