capital investment value report - … b elemental cost estimate summary ... • eighty eight (88) x...

CAPITAL INVESTMENT VALUE

REPORT Not for Bank Use

Source: Google Maps

Project: Proposed Residential Development At No. 172 Guntawong Road Rouse Hill NSW 2155

Applicant: Guntawong Estate Pty Ltd C/- Design Cubicle Pty Ltd

Builder: Developer Managed

Report Date: 20 December 2017

Construction Consultants (QS) Capital Investment Value Report (Not for Bank Use) 172 Guntawong Rd, Rouse Hill

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Table of Contents 1. Instruction ................................................................................................................... 3

2. Location ....................................................................................................................... 3

3. Brief Development Description .................................................................................. 3

4. Construction Cost Estimate – Capital Investment Value ............................................ 3

5. Construction Cost Estimate – Section 94A Levy ......................................................... 4

6. Areas ........................................................................................................................... 4

7. Quality of Finishes ....................................................................................................... 4

8. Exclusions .................................................................................................................... 5

9. Documentation ........................................................................................................... 5

10. Design Assumptions / Parameters .......................................................................... 6

11. Disclaimer ................................................................................................................ 6

Appendix A Council Schedule Appendix B Elemental Cost Estimate Summary Appendix C Assumed Schedule of Finishes Appendix D Indicative Area Schedule Appendix E Reduced Architectural Drawings


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1. Instruction We have undertaken a study of the supplied Architectural Drawings and other information provided, with the aim of deriving the probable cost of construction for the above Project and providing a Capital Investment Value Report. 2. Location The subject property is located at No. 172 Guntawong Road, Rouse Hill. The site incorporates a single street frontage to Guntawong Road. The location of the Subject Property is depicted on the cover page. 3. Brief Development Description The proposal comprises construction of Three (3) residential buildings with associated basement car parking. The proposed Development consists of:

• One hundred and fourteen (114) x car parking spaces within Basement 1 to Basement Mezanine;

• Eighty eight (88) x residential units within Ground Floor to Third Floor: o Twelve (12) x one bed units; o Sixty eight (68) x two bed units; o Eight (8) x three bed units.

Typically, each residential unit comprises of a bathroom, ensuite (excl. one bed units), laundry, living/dining, kitchen, bedrooms and balcony/terrace. 4. Construction Cost Estimate – Capital Investment Value The estimated cost of construction may be achieved in the vicinity of the following:

Description Amount ($)

Building Cost (Capital Investment Value) 24,148,623

Please refer to Appendix B for an Elemental Cost Estimate Summary relating to the development which is to be conducted in single stage, prepared in general compliance with the criteria outlined by the NSW Government Department of Planning (Part 3A). This indicative Capital Investment Value includes all costs necessary to establish and operate the development including the design and construction of buildings, structures, associated infrastructure and fixed or mobile plant and equipment (but excluding land costs and GST).


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5. Construction Cost Estimate – Section 94A Levy

Description Amount ($)

Total Construction Cost (excl. GST) 23,636,953

Add Consultants Fees 511,670

Total Development Cost (excl. GST) 24,148,623

Add GST 2,414,862

Total Development Cost (incl. GST) 26,563,485

The required Council Schedule, titled “Registered Quantity Surveyor’s Detailed Cost Report” is attached in Appendix A. Our Construction Cost Estimate is prepared in accordance with the Environmental Planning and Assessment Regulation 2000 (Reg 25J) - Section 94A Levy - Determination of proposed cost of Development. Our Construction Cost Estimate may be considered at mid-range of recent costs, based on the proposed level of finishes and in the absence of structural and services drawings, Contract Documents and DA Conditions. 6. Areas According to the architectural drawings, the proposed approximate Floor Areas may be presented in Appendix D. 7. Quality of Finishes The proposed finishes for the Development may be considered of standard to good quality, as described in the attached Schedule of Finishes (Appendix C), prepared by Construction Consultants (QS) and based on information supplied by the Developer. The quality of finishes proposed, are appropriate to the type, scale and location of this project.


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8. Exclusions Our Cost Estimate does not include the following:

- Land Acquisition; - Marketing and financing; - Legal costs; - Project Management; - Building insurance costs; - Major services diversions, external connections and /or improvement; - Amplification / amendment to existing services; - Underpinning of existing structure; - Amendments to plans, incomplete documentation; - Taxes, levies and charges; - Disabled access; - Energy and water efficiency; - Decontamination works (Asbestos Removal, etc); - Demolition (vacant site); - Rehabilitation of dam/pond; - Rock Excavation; - Dewatering / Drainage Pit & Pump-out; - Public Domain works; - Road Works; - Authorities Fees (S94 Contribution and the like); - Contingency allowance.

9. Documentation Our Cost Estimate was based on Architectural Drawings prepared by Design Cubicle Pty Ltd, Project No. 170875, Drawing Nos. DA050, DA100, DA200 to DA204, DA206, DA300 to DA303, DA600, DA601, DA700 and NP100, Issue A, Dated 18/12/2017. Please refer to Appendix E for a reduced copy of part of these drawings.


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10. Design Assumptions / Parameters In the absence of engineering drawings, the structure of the proposed buildings was assumed of conventional nature, comprising the following:

- Reinforced concrete soldier piles / shotcrete to basement shoring; - Reinforced concrete strip / pad footings; - Reinforced concrete columns and floor slabs (framed structure).

This Cost Estimate may provide no more than a rough guide to the probable cost of the proposed development. Costs may vary considerably, due to a range of variables:

- Further Geotechnical investigation; - Structural and services documentation; - Contract conditions; - Final PC Items and Provisional Allowances; - Variations in the proposed fixtures and finishes; - DA Conditions.

A Contingency Allowance (generally between 5% and 10%) will not be included for the purpose of this Report.

11. Disclaimer This Certificate has been prepared for the sole purpose of providing a Cost Estimate for an indicative Capital Investment Value Report and DA Council Submission only (not for bank use). This Quantity Survey Certificate is not to be used for any other purpose. This Report is confidential to the developer. The Writer does not accept any contractual, tortuous or other form of liability for any consequences, loss or damage which may arise as a result of any other person acting upon or using this report. Report and estimate prepared by

Michael M. Dakhoul B. Build (Hons. 1) AAIQS MAIB MCIOB ICECA AAIQS Reg. No. 3618

Appendix A Council Schedule

Appendix B Elemental Cost Estimate Summary

Elemental Summary172 Guntawong Rd, Rouse Hill

Code Item % Cost ($) / m2 Total Cost ($)

PR Preliminaries 11.60 199 2,801,753

AR Demolition (vacant site) 0.00 0 N/A

XP Site Preparation (incl. tree removal) 0.13 2 32,224

SB

Substructure (Shoring, Excavation & Basement

structure) 16.89 290 4,079,364

CL Columns 1.75 30 423,514

UF Upper floors 7.70 132 1,859,779

SC Staircases 1.98 34 478,755

RF Roof 1.53 26 368,273

EW External Walls 10.61 182 2,561,339

WW Windows 2.55 44 616,857

ED External Doors 1.30 22 313,032

NW Internal Walls 3.05 52 736,546

NS Internal Screens 0.46 8 110,482

ND Internal Doors 1.49 25 359,066

WF Wall Finishes 2.68 46 646,596

FF Floor Finishes 2.96 51 714,515

CF Ceiling Finishes 1.74 30 419,896

FT Fitments 5.84 100 1,410,698

PB Hydraulic Services (incl. External Services) 5.43 93 1,310,399

AC

Mechanical Services (Basement and wet areas

Ventilation, Air Conditioning if applicable) 1.64 28 396,135

FP Fire Services 1.52 26 367,097

LP Electrical Services 3.20 55 771,791

TS Transportation Services (Lifts, Escalators and the like) 1.53 26 368,273

XR/XN Siteworks (Boundary walls, Fencing and Gates, etc.) 0.76 13 184,137

XL Landscaping and Improvements 1.69 29 406,942

BM Builder's Margin 7.87 135 1,899,489

Total Construction Cost (excl. GST) 23,636,953

Add Consultants Fees 2.12 36 511,670

Total Development Cost (excl. GST) 100.00 1,715 24,148,623

Add GST 2,414,862

Total Development Cost (incl. GST) 26,563,485

Construction Consultants (QS)

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Appendix C Assumed Schedule of Finishes

Construction Consultants (QS) 20/12/2017

Page 1

Proposed Residential Development 172 Guntawong Rd, Rouse Hill

ASSUMED SCHEDULE OF FINISHES FIXTURES AND FINISHES

Kitchen appliances Cooktop Gas cooktop - Smeg S/S Wall Oven Electric multi-function - Smeg S/S Rangehood Re-circulating - Smeg S/S Dishwasher Excluded Sink Clark Stainless Steel 1 & ½ bowl Laundry Fittings Dryer 3.5kg basic Laundry Tub 45 Litre tub / Cabinet Tapware Kitchen Single Lever Mixer / Chrome Vanity Single Lever Mixer / Chrome Bath Single Lever Mixer / Chrome Shower Single Lever Mixer / Chrome Bathroom Fittings Main Bathroom Caroma or equal Ensuite Caroma or equal Shower Screens Powdercoated alum. Semi-Frameless / Safety glass Mirror Wall mounted BE mirror above each vanity unit Bathroom Sanitary ware Bath Stylus acrylic bath WC Suite Vitreous China Suite with 6/3 dual flush Vanity Unit Laminated top with Semi-recessed basin Internal finishes and Fittings Cornices Standard Cove Internal Doors Hollow core - plain Unit Front Doors Solid – fire rated Door Handles Lockset to entry doors Metal lever to internal doors Kitchen Stone benchtop and laminated doors Wardrobes Mirrored doors Walls Set plasterboard and painted Ceilings Suspended set plasterboard / painted Blinds Vertical

Construction Consultants (QS) 20/12/2017

Page 2

Floor Finishes Living / Dining Carpet Kitchen Ceramic tiles Bedrooms Carpet Laundry Ceramic tiles Bathroom / Ensuite Ceramic tiles Balcony Ceramic tiles Fixtures Hot water unit Rinnai Infinity gas or equal Air conditioning Split system / 1 per unit Security Audio intercom Transportation Lifts (4 off)

BUILDING EXTERIOR External walls Refer to architectural drawings Windows and sliding doors Powdercoat aluminum framed Balustrades Refer to architectural drawings Roof Roof slab Individual Garage Doors Not applicable Main Basement Entry Door Automatic / overhead Letterboxes Powder coated classic

Appendix D Indicative Area Schedule

Indicative Area Analysis

172 Guntawong Rd, Rouse Hill

Building Level Description

F.E.C.A*

(m2)

U.C.A**

(m2)

G.F.A***

Total (m2)

Basement Parking 4,046 4,046

Basement Mezzanine Parking 942 942

Ground Floor Units 1,720 339 2,059

Ground Floor Common 236 236

Level 1 Units 1,720 312 2,032

Level 1 Common 235 235

Level 2 Units 1,720 312 2,032


Level 3 Units 1,720 312 2,032


Total 12,807 1,275 14,082

*F.E.C.A (Fully Enclosed Covered Area): The sum of all such areas at all building floor levels, including basements

(except unexcavated portions), floored roof spaces and attics, garages, penthouses, enclosed porches and

attached enclosed covered ways alongside building, equipment rooms, lift shafts, vertical ducts, staircases and

any other fully enclosed spaces and useable areas of the building, computed by measuring from the normal inside

face of exterior walls but ignoring any projections such as plinths, columns, piers and the like which project from

the normal inside face of exterior walls. It shall not include open courts, light wells, connecting or isolated

covered ways and net open areas of upper portions of rooms, lobbies, halls interstitial spaces and the like which

extend through the storey being computed.

**U.C.A (Unenclosed Covered Area): The sum of all such areas at all building floor levels, including roofed

balconies, open verandahs, porches and porticos, attached open covered ways alongside buildings, undercrofts

and useable space under buildings, unenclosed access galleries (including ground floor) and any other trafficable

covered areas of the building which are not totally enclosed by full height walls, computed by measuring the area

between the enclosing walls or balustrade (ie. from the inside face of the UCA excluding the wall or balustrade

thickness). When the covering element (ie. roof or upper floor) is supported by columns, is cantilevered or is

suspended, or any combination of these, the measurements shall be taken to the edge of the paving or to the

edge of the cover, whichever is the lesser. UCA shall not include eaves overhangs, sun shading, awnings and the

like where these do not relate to clearly defined trafficable covered areas, nor shall it include connecting or

isolated covered ways.

*** G.F.A (Gross Floor Area): The sum of the 'Fully Enclosed Covered Area' and 'Unenclosed Covered Area' as

defined.

Construction Consultants (QS)

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Appendix E Reduced Architectural Drawings

UP

DA 300 4

DA 3003

DA 302

1

2

3

DA 303

2

DA 303

9

DA 301

10

DA 301

-

-

17

5

2000

1000

020

00

25%

12.5

%12

.5%

6200

RL+ 52.50

RL+ 49.75

RL+ 52.25

RL+ 49.50

700

5400

6100

5400

700

BASEMENT MEZANINERL: 52.5024 Parking Spaces

BASEMENT 1RL: 49.50

Two Way Traffic Two Way Traffic

3000

UP

UP

DEEP SOIL

6.25% 12.5% 15.04% 11.21% 5%

RL+ 49.50 RL+ 49.94 RL+ 50.81 RL+ 51.87 RL+ 52.65 RL+ 53.00

1000 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 1000

PLANT ROOM / STORAGE

2

24

300 2400 250 2400 2400 250 2400 2400 2400

PLAN

T RO

OM / S

TORA

GE

1215 2400

R82 R83 R84 R85 R86 R87 R88 R89 R90 R91 R92 R93 R94 V10 V11 V12 V13

V18 V17 V16 V15 V14 (ACC.) R96 R95

STST

STSTSTSTSTSTSTSTSTSTSTSTST



Min.Headroom2500mm

Shared Zone Turning Bay

7000 7000 7000 7000 7000

Min.Headroom2500mm

Bollard

STORAGE

2400 1215 250 4801

700

5400

6100

5400

700

R1 R2

OSD LOCATION

-

---

-

---

-

-

NP 100 3

NP 1004

1

DA 303

A1

PROJECT:

DRAWING TITLE: DRAWING No:DATE: SCALE:

PROJECT NO:DRAWN BY:

ISSUE:

DO NOT SCALE NORTH

PRELIMINARY ISSUE

NOTE:DESIGN CUBICLE PTY LTD IS A REGISTERED COMPANY UNDER THE NSW ARCHITECTS REGISTRATION BOARD IN ACCORDANCE WITH SECTION 27 OF THE NSW ARCHITECTS ACT 2003.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE PRIOR TO THE COMMENCEMENT OF WORK. DRAWINGS ARE NOT TO BE SCALED. USE ONLY FIGURED DIMENSIONS. THIS DRAWING IS PART OF A SET AND MUST BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTS INCLUDING THE DOOR AND FINISHES SCHEDULES. DO NOT USE THIS DRAWING IN ISOLATION.

COPYRIGHT:INFORMATION ON THIS DRAWING IS THE COPYRIGHT OF DESIGN CUBICLE PTY LTD COPYING OR USING THIS DRAWING IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION INFRINGES COPYRIGHT.

DESIGN CUBICLE PTY LTD

ADD: 44 SORRELL STREETNORTH PARRAMATTA

TEL: 9683 2778FAX: 9683 3242EAMIL: [email protected]: www.designcubicle.com.auABN: 47 116316 333

NOMINATED ARCHITECT - Sam Min-Han Lu (#8842)

18/1

2/20

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:48:

59 P

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1 : 200A

170875DA 201

172 Guntawong Road - Rouse Hill

Apr 2017

MT

Proposed Residential Development

Basement Mezanine Parking

1 : 200(on A1)Basement Mezanine Parking

1

No. Description DateA

Min.Headroom2500mm

Min.Headroom2500mm

Two

Way

Tra

ffic

Bolla

rd

Min.Headroom2500mm

19

23

18Min.Headroom2500mm

Min.Headroom2500mm

Bolla

rd

Min.Headroom2500mm

Min.Headroom2500mm

Bolla

rd

Min.Headroom2500mm

5

6

6

BASEMENT 1RL: 49.5090 Parking Spaces

7800

BIN HOLDING AREA 9 x 1100L Bulk MGB Garbage ( 2 x week)15 x 240 L MGB Recycle ( 2 x Week)

Required = 9 m2

Provided= 15m2

MR

V LO

ADIN

G A

REA

MIN

4.5

M C

LEAR

ANC

E

30 B

icyc

le s

pace

s

Min.Headroom2500mm

Min.Headroom2500mm

Bolla

rd

2000

6100

7000 7000 7000 7000 7000

6.25% 12.5%

RL+ 49.50 RL+ 49.94

700 5400 6100 5400 1000

Min.Headroom2500mm

Min.Headroom2500mm

Bollard

6500 5400 703

Two Way Traffic

Two

Way

Tra

ffic

Two Way Traffic

RL+ 49.75

RL+ 49.5012.5

%25

%

UP

UP

UP

UP

500

2400

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

300

700

5400

6100

5400

700

3000

3000

1000 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 2400 250 2400 1400

1181 5400 6100 5400 703

PLANT ROOM / STORAGEPLANT ROOM / STORAGE

3985 5400 6100

300

2400

2400

300

5400

7115

CARE TAKER'S TOILET

15 m²BULKY ITEM STORE

6100

1000

6200

1365

DEEP SOIL

700

5400

6100

1151

1335

8960

300

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

250

2400

2400

2400

Two

Way

Tra

ffic

R3

R4

R5

R6

R7

R8

R9

R10

R11

R12

R13

R14

R15

R16

R17

R18

R19

R20

V3

V2

V1

R28 R29 R30 R31 R32 R33 R34 R35 R36 R37 R38 R39 R40 R41 R42 R43 R44 R45 R46 R47 R48 R49 R50

R51 R52 R53 R54 R55 R56 (ACC.)

R57

R27 (ACC.)

R26 (ACC.)

R25 (ACC.)

R24 (ACC.)

R23 (ACC.)

R22 (ACC.)

R58

R59

R60

R61

R62

R63

R64

R65

R66

R67

R68

R69

R70

R71

R72

R73

R74

R75

R76

R77

R78

V9

V8

V5 V7 V623738

Two Way Traffic

Two Way Traffic

4

3

1

90

2400

2400

250

2400

2400

1685

R79

R80

R81

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

ST ST ST ST ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

540

2100

6200

V4

1935 2400 2400 250 2400

2400

2400

250

2400

2400

2400

250

2400

2400

2400

250

2400

2400

Shared Zone

Shared Zone

Shared Zone

Shared Zone

Shar

ed Z

one


300 2400 2400 250 2400 2400 250 2400 2400 2400

6103 5400 700

R21

6200

Bolla

rdMin.Headroom2500mmShared Zone

Min.Headroom2500mm

Min.Headroom2500mm

OSD LOCATION

2000

A1

PROJECT:



ISSUE:

DO NOT SCALE NORTH

PRELIMINARY ISSUE







18/1

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170875DA 202


Apr 2017

MT


Basement 1 Plan1 : 200(on A1)Basement 1 Plan

1No. Description Date

A

12001144.4

1405.8

51.4

51.6

51.6

51.8

51.8

52.2

52.2

52.252

.2

52.4

52.4

52.4

52.6

52.8

53.6

53.8

53.8

54.2

54.2

54.4

54.6

54.8

56.8

57.2

57.4

57.6

57.8

58.2

58.4

58.658.8

59.2

59.4

59.4

51.4

51.6

51.6

51.8

51.8

52.2

52.2

52.252

.2

52.4

52.4

52.4

52.6

52.8

53.6

53.8

53.8

54.2

54.2

54.4

54.6

54.8

56.8

57.2

57.4

57.6

57.8

58.2

58.4

58.658.8

59.2

59.4

59.4

52

52

53

54

57

58

59

52

52

53

54

57

58

59

10m

HAL F

ROA

D RE

C ONS

T RUC

T ION

GUNT

A WON

G RO

AD

ROA D

2 (1

8m F

ULL R

OAD)

657.2

12001382.6

12001144.4

1405.8

51.4

51.6

51.6

51.8

51.8

52.2

52.2

52.252

.2

52.4

52.4

52.4

52.6

52.6

52.8

52.8

53.2

53.2

53.4

53.6

53.6

53.8

53.8

54.2

54.2

54.2

54.4

54.4

54.6

54.6

54.8

54.8

55.2

55.2

55.4

55.4

55.6

55.8

56.2

56.4

56.6 56.8

57.2

57.4

57.6

57.8

58.2

58.4

58.658.8

59.2

59.4

59.4

51.4

51.6

51.6

51.8

51.8

52.2

52.2

52.252

.2

52.4

52.4

52.4

52.6

52.6

52.8

52.8

53.2

53.2

53.4

53.6

53.6

53.8

53.8

54.2

54.2

54.2

54.4

54.4

54.6

54.6

54.8

54.8

55.2

55.2

55.4

55.4

55.6

55.8

56.2

56.4

56.6 56.8

57.2

57.4

57.6

57.8

58.2

58.4

58.658.8

59.2

59.4

59.4

52

52

53

53

54

54

55

55

56

57

58

59

52

52

53

53

54

54

55

55

56

57

58

59

10m

HAL F

ROA

D RE

C ONS

T RUC

T ION

GUNT

A WON

G RO

AD

ROA D

2 (1

8m F

ULL R

OAD)

2000

6100

12000

1200

021

285

1851

5

75 m²

C 0022 BED

79 m²

C 0012 BED

83 m²

C 0032 BED (ADAPTABLE)

52 m²

C 0051 BED

83 m²

C 0042 BED

83 m²

C 0072 BED

52 m²

C 0061 BED

82 m²


75 m²

C 0092 BED

79 m²

C 0102 BED

31 m²

BUILDING C1GF - FOYER

31 m²

BUILDING C2GF - FOYER

1000x 600 1000x 600 1810x 1400 1000x 1400 1000x 1400

1000x 600 1000x 600 1810x 1400 1000x 1400 1000x 1400

1000

x 60

010

00x

600

1810

x 24

00

3200

x 24

00

3200

x 24

00

1810

x 24

0018

10x

2400

1810

x 24

00

3200

x 24

0032

00x

2400

1810

x 24

0018

10x

2400

1810

x 24

00

3200

x 24

00

3200

x 24

00

1810

x 24

00

1810

x 24

00

1810

x 24

0018

10x

2400

3200

x 24

00

1810

x 24

00

1810

x 24

0018

10x

2400

1810

x 24

00

3200

x 24

00

1810

x 24

0018

10x

2400

1810

x 24

00

RL + 55.00

RL + 55.50

UP

800x 1400 800x 1400

800x 1400 800x 1400

BED 13110 X 3400

BED 23400 X 3000

ENS

LIV/DIN6700 X 4240

KIT

BATHST

L'DRY

BED 13050 X 3600

BED 23050 X 3000

LIV/DIN8500 X 4000 KIT

L'DRY

ENS BATH

ST

ST

ST

ST

ST

ST

ST

ST

ST

KIT

KIT

KIT

KIT

KIT

KIT

KIT

KIT

ENS

ENS

ENS

ENS

ENS

ENS

BATH

BATH

BATH

BATH

BATH

BATH

BATH

BATH

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

BED 13780 X 3580

BED 14250 X 3000

BED 13000 X 3000

BED 14250 X 3000

BED 13000 X 3000

BED 13780 X 3580

BED 13050 X 3600

BED 13110 X 3400

BED 23000 X 3000

BED 23200 X 3000

BED 23000 X 3000

BED 23200 X 3000

BED 23400 X 3000

BED 23050 X 3000

LIV/DIN5370 X 4000

LIV/DIN5370 X 4000

LIV/DIN5600 X 4000

LIV/DIN7180 X 4100

LIV/DIN7180 X 4100

LIV/DIN5600 X 4000

LIV/DIN6700 X 4240

LIV/DIN8500 X 4000

UP

2000

6100

12000

1200

021

285

1851

5

87 m²

A 0012 BED (ADAPTABLE)

78 m²

A 0022 BED

78 m²

A 0052 BED

99 m²

A 0063 BED

86 m²

A 0042 BED

86 m²

A 0032 BED

41 m²

BUILDING AGF - FOYER

1000x 600

1810x 1400

1810x 1400

1000x 600 1000x 600

1810

x 14

0010

00x

600

1000

x 60

0

1000

x 60

010

00x

600

1810

x 14

00

1810

x 24

00

3200

x 24

00

1810

x 24

00

3200

x 24

00

1810x 2400

3200x 24003200x 2400 1810x 2400

1810x 2400 1810x 2400

1810x 2400 3200x 24003200x 2400

1810x 2400

RL + 57.80

UP

800x

140

080

0x 1

400

800x

140

080

0x 1

400

800x 1400 800x 1400 800x 1400 800x 1400

STUDYSTUDY

1810x 1400

STUDYSTUDY

BED 13600 X 3000

BED 23640 X 3530

LIV/DIN4960 X 4050

KIT

L'DRY

ENS

BATH

ST

ST

ST ST

ST

ST

ENSENS ENS

ENS

ENS

L'DRY

L'DRY L'DRY

L'DRY

L'DRY

BATH

BATH BATH

BATH

BATH

KITKIT KIT

KIT

KIT

LIV/DIN5600 X 4000

LIV/DIN5600 X 4000

LIV/DIN5600 X 4000 LIV/DIN

5600 X 4000

LIV/DIN8000 X 4050

BED 13350 X 3000 BED 1

3570 X 3000BED 1

3570 X 3000

BED 13350 X 3000

BED 14000 X 3000

BED 23200 X 3000

BED 23100 X 3000

BED 23100 X 3000

BED 23200 X 3000

BED 23000 X 3000

BED 33000 X 3000

77 m²

B 0052 BED

51 m²

B 0061 BED

96 m²

B 0043 BED

83 m²

B 0032 BED

75 m²

B 0012 BED

79 m²

B 0022 BED

1210

x 60

0

3000

x 24

0018

10x

2400

1810x 1400 1000x 14001810x 1400

1810x 1400 1810x 14001810x 1400

1810x 1400 1000x 1400 1000x 1400

1810

x 24

0030

00x

2400

1810

x 14

0018

10x

1400

1810

x 14

00

3000x 24001000x 14003000x 2400

1810x 1400

3000x 2400

1810x 2400

725x 600

1810

x 14

0080

0x 1

400

800x

140

0

3000

x 24

00

41 m²

BUILDING BGROUND FLOOR - FOYER RL + 55.00

BED 13000 X 3000

BED 24100 X 3000

ENS

LIV/DIN5400 X 4200

KIT

BATH

L'DRY

BED 13600 X 3250

BED 23000 X 3000

LIV/DIN4540 X 5700

BATHENS

KIT

L'DRY

ST

ST

BED 23000 X 3000

BED 13000 X 3600

LIV/DIN4350 X 5980

BED 33200 X 3000

BATH ENSL'DRYST

KIT

LIV/DIN4350 X 5980

BED 14800 X 3000

BED 23000 X 3000

BATH

ENS

KIT

ST

LIV/DIN3600 X 5500

BED 3000 X 4500

BATH

L'DRYL'DRY

KIT ENS

BATH

BED 13400 X 3600

BED 23000 X 3000

LIV/DIN4400 X 5000

L'DRY

ST

UP

900x 2400

6000

5%

5%

55.0

55.8

53.0PARKING ENTRY

RL + 54.99

RL + 57.80

RL + 55.50

RL + 54.99

RL + 54.99

RL + 55.00

RL + 57.80RL + 55.80

52.4 RL:

49.

94

RL:

50.

81

RL:

51.

87

RL:

52.

65

RL + 54.99RL + 53.70

6.25%

7000

12.5%

7000

15.04%

7000

11.21%

7000

5%

7000

1800

1500

1800

1500

1500

1800

15001500

1800

1000

2500

2000 2.5 X 2M PEDESTRIAN

VISIBILITY SPLAY (LOW LEVEL LANDSCAPING ONLY)

UP UP

UP

UP

UP

1

DA 303

A1

PROJECT:



ISSUE:

DO NOT SCALE NORTH

PRELIMINARY ISSUE







18/1

2/20

17 5

:49:

02 P

M

1 : 200A

170875DA 203


Apr 2017

MT


Ground Floor Plan

1 : 200(on A1)Ground Floor Plan

1

No. Description DateA

75 m²

C 1022 BED

79 m²

C 1012 BED

83 m²


52 m²

C 1051 BED

83 m²

C 1042 BED

83 m²

C 1072 BED

52 m²

C 1061 BED

82 m²


75 m²

C 1092 BED 79 m²

C 1102 BED

31 m²

BUILDING C1L1/2/3 - FOYER

31 m²

BUILDING C2L1/2/3 - FOYER

1000x 600 1000x 600 1810x 1400 1000x 1400 1000x 1400

1000x 600 1000x 600 1810x 1400 1000x 1400 1000x 1400

1810

x 24

00

3200

x 24

00

3200

x 24

00

1810

x 24

00

3200

x 24

0032

00x

2400

1810

x 24

00

3200

x 24

00

3200

x 24

00

1810

x 24

00

1810

x 24

00

1000

x 60

0

3200

x 24

00

1810

x 24

00

1810

x 24

0018

10x

2400

1810

x 24

00

3200

x 24

00

1000

x 60

0

1810

x 24

00

1810

x 14

0018

10x

1400

1810

x 14

0018

10x

1400

1710

x 14

0017

10x

1400

RL + 58.10

RL + 58.60

RL + 61.20RL + 64.30

RL + 61.70RL + 64.80

UP

UP

800x 1400 800x 1400

800x 1400 800x 1400

/202/302

/203/303

/204/304

/207/307

/208/308

/209/309

/201/301

BED 13110 X 3400

BED 23400 X 3000

ENS

LIV/DIN6700 X 4240

KIT

BATH

ST

L'DRY

BED 13050 X 3600

BED 23050 X 3000

LIV/DIN8500 X 4000 KIT

L'DRY

ENS BATH

ST

ST

ST

ST

ST

ST

ST

ST

ST

KIT

KIT

KIT

KIT

KIT

KIT

KIT

KIT

ENS

ENS

ENS

ENS

ENS

ENS

BATH

BATH

BATH

BATH

BATH

BATH

BATH

BATH

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

L'DRY

BED 13780 X 3580

BED 14250 X 3000

BED 13000 X 3000

BED 14250 X 3000

BED 13000 X 3000

BED 13780 X 3580

BED 13050 X 3600

BED 13110 X 3400

BED 23000 X 3000

BED 23200 X 3000

BED 23000 X 3000

BED 23200 X 3000

BED 23400 X 3000

BED 23050 X 3000

LIV/DIN5370 X 4000

LIV/DIN5370 X 4000

LIV/DIN5600 X 4000

LIV/DIN7180 X 4100

LIV/DIN7180 X 4100

LIV/DIN5600 X 4000

LIV/DIN6700 X 4240

LIV/DIN8500 X 4000

1500

3620

19 m²BAL

1500

2500

12 m²BAL

2500

1810

x 14

0018

10x

1400

1810

x 14

0018

10x

1400

1000

2590

1200

1200

2590

1000

4280

4280

2200

1500

3320

1500

2500

10 m²BAL

16 m²BAL

4 m²BAL

12 m²BAL

16 m²BAL

14 m²BAL

20 m²BAL

10 m²BAL

10 m²BAL

4 m²BAL

/205/305

/210/310

/206/307 87 m²

A 1012 BED

78 m²

A 1022 BED

78 m²

A 1052 BED

99 m²

A 1063 BED

86 m²

A 1042 BED

86 m²

A 1032 BED

41 m²

BUILDING AL1/2/3 - FOYER

1810x 1400

1000x 600

1810x 1400

1810x 1400

1000x 600 1000x 600

1810x 2400

3200x 24003200x 24001810x 24001810x 24003200x 2400

3200x 2400

1810x 2400

2000x 1400

1810x 1400 1810x 1400

1810

x 24

00

3200

x 24

00

1810

x 14

0010

00x

600

1000

x 60

0

1000

x 60

010

00x

600

1810

x 14

00

3200

x 24

00

1810

x 24

00

RL + 60.90RL + 64.00RL + 67.10

/201/301

/202/302 /203/303 /204/304 /205/305

/206/306

UP

800x 1400 800x 1400800x 1400 800x 1400

800x

140

080

0x 1

400

800x

140

080

0x 1

400

STUDYSTUDY

BED 13350 X 3640

BED 23600 X 3000

LIV/DIN5600 X 4050

KIT

L'DRYENS

BATH ST

ST

ST ST

ST

ST

ENSENS ENS

ENS

ENS

L'DRY

L'DRY L'DRY

L'DRY

L'DRY

BATH

BATH BATH

BATH

BATH

KITKIT KIT

KIT

KIT

LIV/DIN5600 X 4000

LIV/DIN5600 X 4000

LIV/DIN5600 X 4000 LIV/DIN

5600 X 4000

LIV/DIN8000 X 4050

BED 13350 X 3000 BED 1

3570 X 3000BED 1

3570 X 3000

BED 13350 X 3000

BED 14000 X 3000

BED 23200 X 3000

BED 23100 X 3000

BED 23100 X 3000

BED 23200 X 3000

BED 23000 X 3000

BED 33000 X 3000

STUD

Y

1250

3000

1300

3030 26

70

2670

3030

1300

1250

3000

16 m²BAL

16 m²BAL 19 m²

BAL18 m²BAL

16 m²BAL

16 m²BAL

1810x 1400 1000x 14001810x 1400

1810x 1400 1810x 14001810x 1400

1810x 1400 1000x 1400 1000x 1400

1810

x 14

0018

10x

1400

1810

x 14

00

1000x 1400

1810x 1400

900x 1400

1210x 1400

725x 600

1810

x 14

0080

0x 1

400

800x

140

0

1210

x 14

00

3000

x 24

0018

10x

2400

1810

x 24

0030

00x

2400

3000x 24003000x 2400

3000x 2400

1810x 2400

3000

x 24

00 77 m²

B 1052 BED

51 m²

B 1061 BED

96 m²

B 1043 BED

83 m²

B 1032 BED

75 m²

B 1012 BED

79 m²

B 1022 BED

41 m²

BUILDING BL1/2/3 FOYER

RL + 58.10RL + 61.20RL + 64.30

BED 13000 X 3000

BED 24100 X 3000

ENS

LIV/DIN5400 X 4200

KIT

BATH

L'DRY

BED 13600 X 3250

BED 23000 X 3000

LIV/DIN4540 X 5700

BATHENS

KIT

L'DRY

ST

ST

BED 23000 X 3000

BED 13000 X 3600

LIV/DIN4350 X 5980

BED 33200 X 3000

BATH ENSL'DRYST

KIT

LIV/DIN4350 X 5980

BED 14800 X 3000

BED 23000 X 3000

BATH

ENS

KIT

ST

LIV/DIN3600 X 5500

BED 3000 X 4500

BATH

L'DRY

KIT ENS

BATH

BED 13400 X 3600

BED 23000 X 3000

LIV/DIN4400 X 5000

L'DRY

ST

10 m²Bal.

10 m²Bal.

15 m²Bal.

10 m²Bal.

15 m²Bal.

10 m²Bal.

UP

12000

12000

1200

0

6000 81

00

6000

6000

6000

7080

60004500

A1

PROJECT:



ISSUE:

DO NOT SCALE NORTH

PRELIMINARY ISSUE







18/1

2/20

17 5

:49:

05 P

M

1 : 200A

170875DA 204


Apr 2017

MT


Level 1 / 2 and 3 Plans1 : 200(on A1)Level 1 / 2 and 3 Plans

1No. Description Date

A

BUILDING A

BUILDING B

RL + 67.40

RL + 67.90

LIFT OVERRUN

LIFT OVERRUN

BUILDING C

BUILDING B

LIFT OVERRUN RL + 70.20

RL + 71.40

LIFT OVERRUN

RL + 68.60

RL + 67.50

RL + 68.60

RL + 69.10

A1

PROJECT:



ISSUE:

DO NOT SCALE NORTH

PRELIMINARY ISSUE







18/1

2/20

17 5

:49:

05 P

M

1 : 200A

170875DA 206


Apr 2017

MT


Roof Plan1 : 200(on A1)Roof Plan

1 No. Description DateA