the scots college general specification proposed

12
GENERAL NOTES DRAWING NUMBER DATE REVISION ISSUE SCALE DRAWN BY STEVEN ADAMS THE SCOTS COLLEGE SEARS Consult with ALL relevant authorities prior to commencing works DO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencement Obtain setting out information from architect PRIOR to commencment Bring discrepencies to the immediate attention of the Architect If unsure of any aspect of the works seek instruction from the Architect before proceeding All drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the Architect This material / work is protected by Copyright ADDRESS 29-53 Victoria Rd Bellevue Hill, NSW DRAWING TITLE PROJECT CLIENT - - - - - - - MAJOR ALTERATIONS + ADDITIONS TO THE STEVENSON LIBRARY [SSD 8922] JC, CF, JW, ZW CONSULTANTS TPQS Quantity Surveyors BBC Planning Consultant ACV Mechanical Engineer Code Performance Accessibility Consultant PBE Structural Engineer BCG BCA Consultant JCL Hydraulic Engineer Riley Mac Fire Consultant MCD Fire Engineer UMEA Electrical Engineer BCG BCA Consultant Beveridge Williams Surveyors JUNE 2018 NTS GENERAL SPECIFICATION SSD1.02/17-000 S1 GENERAL SPECIFICATION PROPOSED REFURBISHMENT OF STEVENSON LIBRARY THE SCOTS COLLEGE 29-53 VICTORIA RD BELLEVUE HILL NSW 2023 GENERAL SPECIFICATION: BCA 2016, Volume One BUILDING CLASSIFICATION: Class 9B ALUMINIUM CONSTRUCTION: BCA Clause B1.4(e) AS/NZS 1664.1-1997 AS/NZE 1664.2-1997 METAL ROOFING: BCA Clause B1.4(j) + F1.5 AS/NZS 1562.1-1992 PARTICLEBOARD FLOORING INSULATION: BCA Clause B1.4(k) AS/NZS 1860.2-2006 COMBUSTIBILITY OF WALL + ROOF LININGS + ATTACHMENTS: BCA Specification C1.1 BCA Specification C1.10 FIRE RATED SHAFT CONSTRUCTION: BCA Specification C1.1 EXTERNAL WALL CONSTRUCTION FOR BUILDINGS OF TYPE A OR B CONSTRUCTION - NON COMBUSTIBLE: BCA Specification C1.1 INTERNAL LOADBEARING WALL CONSTRUCTION FOR BUILDINGS OF TYPE A. CONSTRUCTION - NON COMBUSTIBLE: BCA Specification C1.1 CONSTRUCTION OF WALLS HAVING AN FRL FOR INTEGRITY OR INSULATION: BCA Specification C1.1 LIGHTWEIGHT FIRE RATED CONSTRUCTION: BCA Clause 1.8 BCA Specification C1.8 FIRE HAZARD PROPERTIES OF BUILDING MATERIALS: BCA Specification C1.10 FIRE DOORSETS TO FIRE WALLS: BCA Clause C3.5 BCA Specification C3.4 AS 1905.1-2005 AUTOMATIC CLOSING OF FIRE DOORS: BCA Clause C3.5 AS/NZS 1670.1-2004 FIRE DOORSETS TO FIRE EXITS: BCA Clause C3.7, C3.8 BCA Specification C3.4 AS/NZS 1905.1-2005 SERVICE PENETRATIONS IN FIRE ISOLATED EXITS : BCA Clause C3.9 SERVICE PENETRATIONS IN FIRE ISOLATED LIFT SHAFTS: BCA Clause C3.10 FIRE RESISTANCE OF LIFT LANDING DOORS: BCA Clause C3.10 AS/NZS 1735.11-1986 FIRE SEALING OF PENETRATIONS: BCA Clause C3.12, C3.13 BCA Specification C3.15 FIRE SEALING OF CONSTRUCTION JOINTS: BCA Clause C3.16 MAINTENANCE OF WIDTHS IN EXITS AND PATHS OF TRAVEL TO EXITS: BCA Clause D1.6 PROTECTION OF OPENINGS ADJACENT TO EXIT DISCHARGE PATHWAYS: BCA Clause D1.7 PROTECTION OF OPENINGS ADJACENT TO EXTERNAL EXITS: BCA Clause D1.8 PLANT ROOM/LIFT MACHINE ROOM LADDER: BCA Clause D1.16 AS 1657-1992 LIFT PIT ACCESS: BCA Clause D1.17 AS 1657-1992 MATERIALS USED FOR NON FIRE ISOLATED EXIT CONSTRUCTION: BCA Clause D2.3 INSTALLATIONS IN EXITS [ELECTRICAL DISTRIBUTION BOARDS]: BCA Clause D2.7 FIRE SEPERATION OF ENCLOSURES BENEATH NON FIRE ISOLATED STAIRWAYS BCA Clause D2.8 MAINTENANCE OF STAIRWAY + RAMP WIDTH: BCA Clause D2.9 STAIRWAY CONFIGURATION: BCA Clause D2.13 SLIP RESISTANCE OF PEDESTRIAN RAMPS + STAIRWAY: BCA Clause D2.14 AS 1586-2013 HB198 BALUSTRADES + BARRIERS TO PREVENT FALLS: BCA Clause D2.16 HANDRAILS: BCA Clause D2.17 AS 1428.1-2009 FIXED PLATFORMS, WALKWAYS, STAIRWAYS + LADDERS: BCA Clause D2.18 AS 1657-2003 DOORWAY CONFIGURATION: BCA Clause D2.19 + D2.20 DOOR HARDWARE BCA Clause D2.21 SIGNS TO FIREDOORS + EXIT DOORS: BCA Clause D2.23 GENERAL BUILDING ACCESS REQUIREMENTS: BCA Part D3 AS 1428.1-2009 SIGNAGE: BCA Clause D3.6 Specification D3.6 AS 1428.1-2009 TACTILE INDICATORS: BCA Clause D3.8 AS 1428.1-2009 AS/NZS 1428.4.1-2009 FIRE HYDRANT INSTALLATION: BCA Clause E1.3 AS 2419-2005 FIRE HYDRANT + SPRINKLER BOOSTER ASSMBLY: AS 2419-2005 FIRE HYDRANT + SPRINKLER BOOSTER PUMPS + PUMP ROOM: AS 2419-2005 FIRE HOSE REELS: BCA Clause E1/4 AS 2441-2005 SPRINKLER SYSTEM: BCA Clause E1.5 BCA Specification E1.5 AS 2118-2009 AS 2118.4-2012 PORTABLE FIRE EXTINGUISHERS: BCA Clause E1.6 AS 2444-2001 AUTOMATIC SMOKE DETECTION + ALARM SYSTEM: BCA Specification E2.2a AS/NZS 1668.1-2015 AS 1670.1-2004 ELECTRIC + ELECTROHYDRAULIC PASSENGER LIFT INSTALLATIONS: BCA Specification E3.1 WARNING SIGNS: BCA Clause E3.3 LIFT LANDINGS: BCA Clause E3.5 LIFT TYPES: BCA Table E3.6a FEATURES FOR PEOPLE WITH DISABILITIES: BCA Table E3.6b AS 1735.12-1999 EMERGENCY LIGHTING: BCA Clause E4.2 + E4.4 AS 2293.1-2005 EXIT SIGNS: BCA Clause E4.5, E4.6, E4.8 AS 2293.1-2005 STORMWATER DRAINAGE: AS/NZS 3500.3-2015 EXTERNAL ABOVE GROUND MEMBRANCES: AS 4654.1-2012 AS 4564.2-2012 SARKING: BCA Clause F1.6 AS/NZS 4200.1-1994 AS/NZS 4200.2-1994 WATERPROOFING OF WET AREAS: BCA Clause F1.7 AS 3740-2010 FLOOR WASTE: BCA Clause F1.11 SUBFLOOR VENTILATION: BCA Clause F1.12 GLAZED ASSEMBLIES: BCA Clause F1.13 AS 2047-1999 MEANS FOR SANITARY TOWEL DISPOSAL: BCA Clause F2.3 SANITARY FACILITY FOR PEOPLE WITH DISABILITIES: BCA Clause F2.4 AS 1428.1-2009 DOORWAYS TO FULLY ENCLOSED SANITARY COMPARTMENTS: BCA Clause F2.5 CEILING HEIGHTS: BCA Clause F3.1 PROVISION OF NATURAL LIGHT: BCA Clause F4.1, F4.2, F4.3 AS 1680.0-2009 ARTIFICIAL LIGHTING: BCA Clause F4.4 AS/NZS 1668.2-2012 AS/NZS 3666.1-2011 SANITARY FACILITY VENTILATION AND PRIVACY BCA Clause F4.9 THERMAL CONSTRUCTION: BCA Clause J1.2 AS 4859.1-2002 BUILDING SEALING: BCA Clause J3 HOT WATER SUPPLY: BCA Clause J7.2 ACCESS FOR MAINTENANCE: NSW Clause J8.2 DESIGN + CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING STANDARDS

Upload: others

Post on 26-Dec-2021

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

NTS

GENERAL SPECIFICATION

SSD1.02/17-000

S1

GENERAL SPECIFICATION PROPOSED REFURBISHMENT OF STEVENSON LIBRARYTHE SCOTS COLLEGE29-53 VICTORIA RD

BELLEVUE HILL NSW 2023

GENERAL SPECIFICATION:BCA 2016, Volume One

BUILDING CLASSIFICATION:Class 9B

ALUMINIUM CONSTRUCTION:BCA Clause B1.4(e)AS/NZS 1664.1-1997AS/NZE 1664.2-1997

METAL ROOFING:BCA Clause B1.4(j) + F1.5AS/NZS 1562.1-1992

PARTICLEBOARD FLOORING INSULATION:BCA Clause B1.4(k)AS/NZS 1860.2-2006

COMBUSTIBILITY OF WALL + ROOF LININGS + ATTACHMENTS:BCA Specification C1.1BCA Specification C1.10

FIRE RATED SHAFT CONSTRUCTION:BCA Specification C1.1

EXTERNAL WALL CONSTRUCTION FOR BUILDINGS OF TYPE A OR B CONSTRUCTION - NON COMBUSTIBLE:BCA Specification C1.1

INTERNAL LOADBEARING WALL CONSTRUCTION FOR BUILDINGS OF TYPE A. CONSTRUCTION - NON COMBUSTIBLE:BCA Specification C1.1

CONSTRUCTION OF WALLS HAVING AN FRL FOR INTEGRITY OR INSULATION:BCA Specification C1.1

LIGHTWEIGHT FIRE RATED CONSTRUCTION:BCA Clause 1.8BCA Specification C1.8

FIRE HAZARD PROPERTIES OF BUILDING MATERIALS:BCA Specification C1.10

FIRE DOORSETS TO FIRE WALLS:BCA Clause C3.5BCA Specification C3.4AS 1905.1-2005

AUTOMATIC CLOSING OF FIRE DOORS:BCA Clause C3.5AS/NZS 1670.1-2004

FIRE DOORSETS TO FIRE EXITS:BCA Clause C3.7, C3.8BCA Specification C3.4AS/NZS 1905.1-2005

SERVICE PENETRATIONS IN FIRE ISOLATED EXITS :BCA Clause C3.9

SERVICE PENETRATIONS IN FIRE ISOLATED LIFT SHAFTS:BCA Clause C3.10

FIRE RESISTANCE OF LIFT LANDING DOORS:BCA Clause C3.10AS/NZS 1735.11-1986

FIRE SEALING OF PENETRATIONS:BCA Clause C3.12, C3.13BCA Specification C3.15

FIRE SEALING OF CONSTRUCTION JOINTS:BCA Clause C3.16

MAINTENANCE OF WIDTHS IN EXITS AND PATHS OF TRAVEL TO EXITS:BCA Clause D1.6

PROTECTION OF OPENINGS ADJACENT TO EXIT DISCHARGE PATHWAYS:BCA Clause D1.7

PROTECTION OF OPENINGS ADJACENT TO EXTERNAL EXITS:BCA Clause D1.8

PLANT ROOM/LIFT MACHINE ROOM LADDER:BCA Clause D1.16AS 1657-1992

LIFT PIT ACCESS:BCA Clause D1.17AS 1657-1992

MATERIALS USED FOR NON FIRE ISOLATED EXIT CONSTRUCTION:BCA Clause D2.3

INSTALLATIONS IN EXITS [ELECTRICAL DISTRIBUTION BOARDS]:BCA Clause D2.7

FIRE SEPERATION OF ENCLOSURES BENEATH NON FIRE ISOLATED STAIRWAYSBCA Clause D2.8

MAINTENANCE OF STAIRWAY + RAMP WIDTH:BCA Clause D2.9

STAIRWAY CONFIGURATION:BCA Clause D2.13

SLIP RESISTANCE OF PEDESTRIAN RAMPS + STAIRWAY:BCA Clause D2.14AS 1586-2013HB198

BALUSTRADES + BARRIERS TO PREVENT FALLS:BCA Clause D2.16

HANDRAILS:BCA Clause D2.17AS 1428.1-2009

FIXED PLATFORMS, WALKWAYS, STAIRWAYS + LADDERS:BCA Clause D2.18AS 1657-2003

DOORWAY CONFIGURATION:BCA Clause D2.19 + D2.20

DOOR HARDWAREBCA Clause D2.21

SIGNS TO FIREDOORS + EXIT DOORS:BCA Clause D2.23

GENERAL BUILDING ACCESS REQUIREMENTS:BCA Part D3AS 1428.1-2009

SIGNAGE:BCA Clause D3.6Specification D3.6AS 1428.1-2009

TACTILE INDICATORS:BCA Clause D3.8AS 1428.1-2009AS/NZS 1428.4.1-2009

FIRE HYDRANT INSTALLATION:BCA Clause E1.3AS 2419-2005

FIRE HYDRANT + SPRINKLER BOOSTER ASSMBLY:AS 2419-2005

FIRE HYDRANT + SPRINKLER BOOSTER PUMPS + PUMP ROOM:AS 2419-2005

FIRE HOSE REELS:BCA Clause E1/4AS 2441-2005

SPRINKLER SYSTEM:BCA Clause E1.5BCA Specification E1.5AS 2118-2009AS 2118.4-2012

PORTABLE FIRE EXTINGUISHERS:BCA Clause E1.6AS 2444-2001

AUTOMATIC SMOKE DETECTION + ALARM SYSTEM:BCA Specification E2.2aAS/NZS 1668.1-2015AS 1670.1-2004

ELECTRIC + ELECTROHYDRAULIC PASSENGER LIFT INSTALLATIONS:BCA Specification E3.1

WARNING SIGNS:BCA Clause E3.3

LIFT LANDINGS:BCA Clause E3.5

LIFT TYPES:BCA Table E3.6a

FEATURES FOR PEOPLE WITH DISABILITIES:BCA Table E3.6bAS 1735.12-1999

EMERGENCY LIGHTING:BCA Clause E4.2 + E4.4AS 2293.1-2005

EXIT SIGNS:BCA Clause E4.5, E4.6, E4.8AS 2293.1-2005

STORMWATER DRAINAGE:AS/NZS 3500.3-2015

EXTERNAL ABOVE GROUND MEMBRANCES:AS 4654.1-2012AS 4564.2-2012

SARKING:BCA Clause F1.6AS/NZS 4200.1-1994AS/NZS 4200.2-1994

WATERPROOFING OF WET AREAS:BCA Clause F1.7AS 3740-2010

FLOOR WASTE:BCA Clause F1.11

SUBFLOOR VENTILATION:BCA Clause F1.12

GLAZED ASSEMBLIES:BCA Clause F1.13AS 2047-1999

MEANS FOR SANITARY TOWEL DISPOSAL:BCA Clause F2.3

SANITARY FACILITY FOR PEOPLE WITH DISABILITIES:BCA Clause F2.4AS 1428.1-2009

DOORWAYS TO FULLY ENCLOSED SANITARY COMPARTMENTS:BCA Clause F2.5

CEILING HEIGHTS:BCA Clause F3.1

PROVISION OF NATURAL LIGHT:BCA Clause F4.1, F4.2, F4.3AS 1680.0-2009

ARTIFICIAL LIGHTING:BCA Clause F4.4AS/NZS 1668.2-2012AS/NZS 3666.1-2011

SANITARY FACILITY VENTILATION AND PRIVACYBCA Clause F4.9

THERMAL CONSTRUCTION:BCA Clause J1.2AS 4859.1-2002

BUILDING SEALING:BCA Clause J3

HOT WATER SUPPLY:BCA Clause J7.2

ACCESS FOR MAINTENANCE:NSW Clause J8.2

DESIGN + CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING STANDARDS

Page 2: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

NTS

LOCATION PLAN

SSD1.02/17-001

FAIRFAX HOUSE

VICTORIA RDGINAHGULLA

GIN

AH

GU

LLA

RD

MIDDLE SCHOOLBUILDING

CRANBROOK RD

ROYLE HOUSEBOARDING

ASPINALLHOUSE

STEVENSONLIBRARY

Page 3: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

1:1300 @ A3

EXISTING SURVEY

SSD1.02/17-002

S1

58.10

58.05

58.08

57.73

60.34 60

.79

61.13

61.30

61.58

61.57

61.65

61.75

61.28

61.21

61.33

61.47

61.60

61.83

61.66

61.6961.71

61.83

62.01

62.38

63.23

63.12

62.12

61.84

4PAV

62.38

62.39

62.29

62.29

62.33

62.34

62.48

62.67

63.23

62.98

62.43

62.09

61.88

62.27

21EC

62.29

62.47

62.19

20EC

61.03

61.0361

.03

65.1665

.6664

.1764

.17

61.47

61.11

61.0661.20

61.42

61.47

61.55

61.57

61.58

61.56

61.46

60.98

60.97

60.89 60

.9661.04

60.24

60.43

60.48

60.23

54.6054

.59

54.13

54.11

54.58

54.77

54.38

54.42

54.4254

.26

54.26

57.08

57.38

57.71

59.42

59.19

59.19

59.18

57.08

57.06

54.06

54.02

54.00

54.12

54.05

54.04

54.02

54.06

54.10

54.00

61.54

61.50

61.53 61

.52

54.13

54.45

54.52

54.42

54.48

54.40

54.08

61.09

INV

61.57

TOG

61.64INV

60.72

INV

61.19

61.20

61.25

TOG

54.01

INV

53.98

54.02

54.03

GRATE

54.03IN

V

53.99PIT

61.22

61.71

SV

1FH

54.44

54.08

54.46

55.17

TW

54.75

54.77

54.16

TW54.41

TW54.3154

.29

TW54

.38TW

65.76

DS

61.41

DS

61.73

DS

61.57

DS

54.12

DS

54.12

DS

54.13

DS

54.12

DS

61.74

FLR

61.18

FLR

65.67BALC

64.21

64.20

BALC

57.04BALC

68.64TG

65.46

TG

68.61

21GUT

63.50

TG

63.50

TG

63.51TG

60.38TG

60.38

TG

60.08

TG

68.65

68.62

TG

65.48

TG

65.49

68.67TG

72.04

TG

65.73

TG

68.60

TG

68.85

TG

68.83

TG

68.61

60.10 TG

57.17TG

57.11

TG

57.76 TG

57.05TG

60.07

TG

57.56

TG

57.57TG

60.06

TG

60.23

PARA

60.25

PARA

71.99

71.95

71.08

ROOF 72.00

72.01

68.19

RIG

64.56

2RIG

61.83

RIG

61.81

RIG

61.83

RIG

61.8261

.82

61.83

RIG

65.97

RIG

72.01

RIG

72.00

RIG

71.97

RIG

71.07

ROOF

71.97

RIG

71.10

ROOF

72.95RIG

74.04

74.04

RIG71

.97

71.17

72.01

RIG

71.19

ROOFRIG

71.07

ROOF

71.18

ROOF

72.03

RIG72

.01RIG71

.17ROOF73.15RIG

72.02

RIG

70.00

RIG

61.82

RIG

60.31

RIG

61.56

54.58

58.00

58.03 59.07

ROOF

60.61

61.14

61.22

59.90

ROOF

61.01

61.01

61.10

61.36

61.37

61.07

61.05

60.95

59.67

ROOF57.67

55.83

54.85 54

.6254

.6354

.51

54.64

54.32 54.28 54

.27

59.26

TW

59.28TW

60.28

TW

62.99

TW

62.98

TW

61.36

TW

61.46

TW

60.72

TW

61.29TW

61.39

TW

61.71TW

61.71

TW 61.45

TW 61.10

TW 60.75

TW 60.40

TW59

.65

TW

63.30

TW

62.83

TW

62.82

TW63

.31

TW

63.30

TW62

.81

TW

62.82TW63.30TW

63.30TW

62.83TW

62.84

TW

62.84

TW

63.30

TW

62.56

TW62

.57

TW

63.06

TW

65.29

TW62

.55

TW

69.78

TW

69.78

TW

59.30TW

59.54

TW

60.24

TW

60.96TW

60.28

TW

59.29TW

60.28

TW

59.25

TW

55.62

TW

60.94

60.95

ROOF

59.84

ROOF

59.83

ROOF

60.48

60.87

61.05

60.87

60.52

60.41

73.15

TC

62.39

62.70

61.30

61.80TK

61.81

TK

61.82TK

61.78

66.95 RID

GE

LEVEL

61.96 GU

TTER LEVEL

SSM 7611

R.L. 62.914

65.97 RID

GE

LEVEL

STAIRWELL

LAND

ING

FOOTPATH

CONCRETE

STEPS

FENC

E

FENC

E

WIRE

FENCE

55.83

54.94

56.41

56.47

56.53

56.43

59.52

56.1272.71

64.79

59.74

VER

AND

AH

STAI

RS

67.67 GUTTER LEVEL

67.70 GU

TTER LEVEL

70.53 RIDGE LEVEL

RIDGE

67.63 GU

TTER

70.66 RID

GE

LEVEL

DIN

ING

H

ALL

RAM

P

STEPS

ROCKFACE

BOTTOM

73.75 RIDGE LEVEL

67.67 TGOF

RETAINING

WALL

56.3

7

CONCRETE

70.54 RIDGE LEVEL

67.80 GUTTER LEVEL

STEPS

STEPS

STEP

S

70.54 RID

GE

LEVEL

COURTYARD

STEPSSTEPS

CONCRETE

WIRE

CHAIN

FENCE

FOO

TPAT

HC

ON

CR

ETE

WALLBRICK

WALL

BRICKFENCE

BRIC

K R

ETAI

NIN

G

BRIC

K

FEN

CE

BRICK

FENCE

BRICK

FENCE

GARDEN

BRICK

RETAINING

WALL

61.8561.82

61.81

60.9

3

60.28

VER

AND

AH

67.4

1 G

UTT

ER L

EVEL

STEPS

CROSSING

LANDING

CONCRETE

STAI

RS

SINGLE STOREY

STEPS

STO

NE

R

ETAI

NIN

G

WAL

L

STEPS

WALL

STON

E RETAIN

ING

STONEWALLAND

GARDEN

STAI

RSST

EPS

STAI

RS

CENTENARYCAIRN

STEPS

STEPS

STEPS

TREES &

BUSH

STEPS

STON

EW

ALL

PATH

STAIRS

STAIRSSTEPS

STAIRS

STEPS

STAIRS

STAIRS

58.88

EDG

E O

F C

ON

CR

ETE

EDGE OF CONCRETE

POOL MOTORROOM UNDER

CONCRETE

RAMP

CONCRETE

BRIC

K R

ET. WALL

GAR

DEN 49

.01

BM TOP OF WALLSTEPS

R.L. 48.03

47.22

51.68

54.76

47.20

46.70

51.78

51.66

49.94

49.93

48.32

47.32

47.32

47.21

47.21 45.59

48.28

48.32

48.2

9

48.28

48.26

45.48

45.46

45.2245.35

45.4745.51

47.31

51.56

50.02

51.78

57.30

53.83

53.87

53.88 53.83

53.85

53.87

53.87

51.67

51.68

51.70

51.78

51.79

53.86

53.88

51.72

51.71

52.38

52.18

52.11

52.42

51.73

51.81

51.82

51.73

51.73

51.71

51.65

51.64

51.65

62.01

61.99

59.58

66.89

61.63

61.59

57.40

57.4157.45

56.32

57.26

57.30

58.8858.90

57.32

57.30

55.34

55.34

57.19

57.23

56.69

56.74

56.72

56.70

56.9856.66

56.6856.69

55.41

53.92

54.0554.05

54.05

54.09

54.08

54.03

54.03

62.00

61.96

45.58

45.19

44.54

44.77

45.01

45.35

45.35

45.58

46.47

47.35

48.13

49.22

49.74

50.2349.98

49.36

47.49

46.96

46.70

45.29

45.42

46.40

47.45

48.25

48.40

49.84

50.34

49.64

48.41

47.58

46.53

47.37

47.57

48.28

49.04

48.90

48.55

52.81

52.84

52.81

50.31

50.32

51.82

56.73

59.26

58.47 57.43

56.9157.5857.62

57.6958.20

53.08

54.9254.99

55.43

55.39

55.4055.3955.40

58.7757.03

55.06

61.11

55.08

55.00

57.02

55.4055.40

59.34

59.74

61.63

64.03

61.7961.85

61.17

60.79

59.2459.24

57.89

57.3556.93

60.50

59.38

44.42

45.20

44.11

42.9944.42

44.41

DILAPID

ATED

48.28

48.3

1

TK

60.00

UG

UG

UG

UG

UG

UG

TWO-STOREYLIFT

CONCRETE PATH

TW

TW

TILE

GAR

DEN

STAIRS

PATH

GARDEN

BW

TILE

BW

BW

STONE

RETAINING

WALL

THREE & FOUR STOREYBRICK BUILDING

CHAIN WIRE FENCE

CH

AIN W

IRE

FENC

E

CO

NC

RETE

KERB

& GU

TTERVEH

ICLE

CR

OSSIN

G

CO

NC

RETE

DR

IVEWAY

CONCRETE

DRIVEWAY

TWTW

TW

TW

TW

BW

BW

BW

STAIRS

ROAD

CRANBROOK

CRANBROOK

LANE

CRANBROOK

LANE

VICTORIAROAD

TWO & THREE STOREYBRICK BUILDING"CENTENARY BUILDING"

(PARKING GARAGE BELOW)

BASKETBALL COURT ABOVE

LOWER LEVEL PARKING GARAGE

BITUMEN SURFACE

SWIMMING

POOL

AMPH

ITHEA

TRE

LIBRARY BUILDING

TENNIS COURTS

PAVILLION

ENCLOSED

PITJUMPING

TWO STOREYBRICK BUILDING

CONCRETE

PATH

"KIRKLAND HOUSE"

No. 10BRICK RESIDENTIALFLAT BUILDING

GARAGE

BRICK

BUILD

ING

BRICKVERANDAH (AT GROUND LEVEL)

& GYMNASIUM

BASKETBALL COURT

CO

NC

RETE

PATH

PAVING

CO

NC

RETE

CONCRETE

VICTORIA

ROAD

CONCRETE

AREA

OVAL

COLLEGE

AREA

COLONNADE

COLONNADE

PAVE

D

DRIVEWAY

FOOTPATHCONCRETE

FOOTPATH CONCRETE

SCHOOL"

"MIDDLE

FIELDS

PLAYING

COVERED

ABOVE

WAL

KWAY

BRIC

K

PAVI

NG

BRIC

K

PAVI

NG

STAIRS

STAIRS

BRICK

PAVING

168° 04' 00" 39.655

(ABT 14H)PINE

(ABT 10H)EUCALYPTUS

(ABT 9H)EUCALYPTUS

(ABT 7H)TREE

(ABT 11H)PINES

(ABT 18H)EUCALYPTUS

(ABT 8H)PINE

(ABT 10H)BRUSH BOX

(ABT 8H)EUCALYPTUS

(ABT 10H)BRUSH BOX

(ABT 6H)TREE

(ABT 5H)PALM

(ABT 9H)PALMS

(ABT 8H)PINE

(ABT 18H)TREE

(ABT 18H)PINE

(ABT 8H)FIG

(ABT 15H)PALM

(ABT 5H)TREE

(ABT 16H)FIG

TREES (ABT 15H)

(ABT 9H)BRUSH BOX

(ABT 12H)FIG

(ABT 4H)TREE

(ABT 5H)PALM

(ABT 8H)PALMS

TWO STOREY

CO

NC

RETE

PATH

D.P. 9 2 9 5 7 0

D.P. 6 6 3 6 2 9

D.P. 1 0 6 4 0 5 9

D.P. 2 3 1 7 1 3

D.P. 1 4 9 5 2

8

GARDEN

CONCRETE

"MACINTYRE

HOUSE"

GARDEN

RIDGE

CHAIN WIRE FENCE

METAL FENCE

CONCRETE KERB

INVERT OF

KERB

CH

AIN W

IRE

FENC

E

CONCRETE

EDG

E O

F C

ON

CR

ETE

STORAGETANK

FENCE

CONCRETE

KERBTOP

OF

BANK

47.22

46.18

51.98BW51.30BW

51.40BW

57.34TK58.59TK

ELP

49.98

59.15TK59.72

59.99TK

GARDEN

60.51

54.50

60.90TK61.29TK

61.69

TK

61.65

60.78

56.36

59.71

58.86

58.33

57.55

INVERT OF KERB54.41

INVERT OF KERB CONCRETE & STONE RETAINING WALL

CONCRETE & STONE RETAINING WALL

40.06

44.92

45.11

47.7647.62

47.2647.27

47.46

45.12

44.88

44.89

44.84

44.7844.05

44.42

43.88

47.26

46.85

47.15

47.18

47.25

47.23

43.84

47.23

43.84

47.22

47.21

47.05

44.80

47.18

47.20

47.1847.20

47.1347.25

47.23

47.25

47.23

STEPS

45.82

44.72

44.48

45.22

45.43

48.30

45.46

47.32

48.34

51.72

PLANTER

BOX

PLANTER

BOX

58.79

57.2

7

57.28PAVING

PATH

57.42BW

PAVING

TILE

PAVING

56.33TW

57.56TW

RETAINING

WALL

BRICK54.2656.34TW

61.07

56.76

61.16

48.11

51.1351.58

51.16

50.25

51.41

56.36

54.33

CONCRETE

STAIRS

54.19

RETAINING

STONE

WALL

STONE

RETAINING

WALL

53.15

FOOTPATH

PATH

FOOTPATH

CONCRETE

CONCRETE

53.12

52.09

51.98

52.48

50.79

48.57

48.57

53.11

52.52

52.19 52.53

52.57

52.54

52.49

52.12

52.26

52.26

52.66

52.73

52.84

52.86

53.07

53.36

53.53 53

.31

53.28

53.80

53.68

54.42

54.75

56.34

54.7154

.56

54.72

54.75

54.82

54.90

53.95

53.96

53.93

53.92

53.94

53.96

53.97

54.19

54.24

53.99

53.92

52.85

52.75

53.50

53.52

53.37

53.35

53.22

53.23

52.44

52.31

52.4452.62

52.89

52.79

53.21

53.34

53.38

53.08

53.34

53.64

52.57

52.94

53.08

53.72

54.16

53.82

53.97

54.24

54.37

54.12 53

.8854

.80

54.78

57.60

57.61

44.15

46.67

46.5346

.91

44.27

44.47

44.61

45.06

46.46

47.70

48.38

49.54

50.89

51.33 51.16

51.1851.93

51.01

49.87

49.03

48.04

47.44

47.34

48.55 48

.63

49.34

49.0650.16

52.74

53.36

53.31 52

.75

51.44

51.60

53.52

53.1553.36

53.52

53.67

53.38

51.05

51.66

51.63

50.57

51.73

52.27

54.01

54.55

54.7054

.88

55.35

55.48

54.80

54.58

52.82

52.29

51.75

53.63

52.96

53.11

53.74

52.99

53.67

53.85

54.06

54.40

54.72

55.52

53.91

53.98

53.00

53.61

52.99

52.73

53.63

53.46

60.11

60.13 53

.56

53.55

53.56

53.55 53

.54

53.6254.08

53.75

53.90

54.30

54.28

53.97

53.79

53.91

54.10

54.15

54.30

54.42

54.34

54.38

54.41

54.44

54.32

54.27

54.02

54.21

54.39

54.19

54.06

54.07

54.90

55.4955

.15

54.52

53.57

54.46

54.57

54.32

54.39

55.08

54.45

54.97

54.98

54.38

54.35

54.59

54.58

54.46 54.28

54.41

54.30

54.94

54.64

55.93

56.86

55.04

54.98

54.32

54.3954

.5055

.22

55.23

54.49

54.50

54.38

54.49

54.41

55.16

54.72

54.34

54.44

54.49

55.13

55.29

55.30

54.66

62.93

60.08

60.26

61.82

54.55

54.65

54.59

54.88

54.63

54.60

54.59

54.51

54.8154.75

54.82

54.50

54.5953

.7754

.34

55.02

55.85

56.31

56.04

55.76

55.24

54.63

54.29

54.87

55.45

56.05

54.37

54.3954.55

54.58

54.51

54.39

54.88

55.54

56.63

56.72

56.30

56.43

56.68

57.34

57.71

58.28

58.92

59.94

60.88

61.31

60.43

59.41

58.22

57.48

57.02

57.54

56.23

53.43

53.34

53.72

54.04

53.81

53.55

53.52

53.66

53.69

53.70

53.64

53.98

54.18

53.9153.89

53.97

54.00

54.01

54.01

56.35

53.00

53 .00

54.0

0

54 .00

54.00

59 .00

60 .00

47.54

46.45

45.50

45.6247.19

47.20

51.55

47.43

47.20

47.14

47.20

52.83

54.90

52.85

47.44

44.33

44.86

44.8747.80

47.60

47.36

55.51

53.35

47.42

46.57

43.3

443

.64

44.4545.21

44.41

42.77

43.9

5

44.86

47.82

47.76

47.75

47.79

48.37

48.2548.26

55.51

47.50

53.39

38.67

42.29 41

.56

41.69

40.82

39.69

41.00

42.44

42.69

41.94

42.04

43.16

47.61

47.61

47.60

44.58

43.73

49.35 47.7747.76

47.43

47.25

47.29

47.32

47.20

47.89

47.43

49.29

47.78

47.79

47.97

55.48

58.22

47.79

47.79

46.47

44.89

46.51

43.78

49.54

48.00

47.80

47.80

47.88

52.40

43.00

48.00

49.00

51.00

61.07

60.74

58.65

61.02

57.69

60.97

58.6859

.6360.50

61.81

60.61

62.60

62.36

62.04

61.77

61.53

61.61

61.77

61.80

63.93

63.36

62.2762.55

63.05

63.20

63.20

62.62

62.98

62.68

62.03

62.10

61.36 58.96

59.46

58.8157.70

58.64

58.75

59.61

61.93

61.47

62.17

61.43

59.52

60.77

60.04

57.72

60.50

59.15

59.03

62.18

63.85

62.80

62.55

64.06

63.93

63.09

61.36

60.94

59.10

60.19

59.16

61.17

60.86

60.27

60.32

59.07

61.69

59.04

59.51

61.49

61.07

60.84 61.00

61.34

61.28

59.74

59.66

60.53

59.62

59.63

59.80

59.76 59

.83

60.98

60.82

60.83

60.84

60.89

59.83

67.57

60.52

59.40

61.32

60.85

59.56

59.73

59.58

59.70

59.74

59.72

59.41

58.18

54.76

59.90

59.36

58.23

71.39

54.87

60.37

58.23

58.20

54.98

59.49

59.49

58.15

59.49

57.18

54.75

67.68

67.6154

.83

58.1854

.84

61.37

56.55

61.82

61.85

62.71

73.75

56.35

61.89

61.84

62.69

73.74

61.93

56.24

63.31

63.99

67.59

62.84

63.09

63.07

63.04

62.94

63.09

62.89

62.97

62.84

54.73

67.64

55.81

54.88

62.17

60.81

62.44

61.73

49.75

STAIRS

ASTRO TURF M

ATTING

BW

TW

TW

TW BW

BW

TW

TW BW

TW

TW

TW

TW

RR

42.95TW

58.28 RR

55.63 TG

45.19 FLOOR

48.39 FLOOR

52.08 FLOOR

58.28 RR

55.63 TG

45.19 FLOOR

48.39 FLOOR

52.08 FLOOR

VERANDAH

UG

LANDING

LANDING

STEPSTWO STOREY

SINGLE STOREY

RR

CO

NC

RETE

PATH

CO

NC

RETE

PATHG

ARD

ENBR

ICK

RETAIN

ING

WALL

CONCRETEPAVING

TOP

BANK

OF

LAWN

CONCRETE

47.81

47.31

47.32 PATH

LAWN & GARDENS

50.44 FLOOR

47.35 FLOOR

46.83 FLOOR

47.36

FLO

OR

50.46

FLO

OR

57.21 TG

58.21 RR

47.28

FENCE

EDGE

OF

CONCRETE

GARDEN

STAIRS

PALMS

51.60 RR

50.06

46.94 FLOOR

TG

47.2245.50

LAWN

51.56 FLOOR

57.11 FLOOR

57.87 FLOOR

74.07 RR

TWO S

TOREY

BRIC

K B

UILDIN

G

"WAR

MEM

ORIAL C

HAPEL

"RETAI

NING

WAL

L

TW

TW

WALL

LAWN

TWO - FOUR STOREY

LAWN

FOUR STOREY

UPPER WALLAWNING

FLOOR

CONCRETEPAVING

LAWN

TILED ANDBRICK PAVING

STEPS

TILED ANDBRICK PAVING

64.05 FLOOR

56.00 FLOOR

59.73 FLOOR

62.72 FLOOR

FLOOR

TWO

STOR

EY

64.04 FLOOR

56.38

UG

KIOSK

ELECTRICITY

PALM

RAMP

RA

MP

ROCK

TK

VEHICLECROSSINGVEHICLE

TKTK

TK

TKTK

TK

TK

TK

TKBENCHMARK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TKTK

TK

TK

TK

TK

TK

TK

TK

TK

56.4

0

62.21

STAIRS

EDGE

OF

CONCRETE

EDGE

CONCRETE PAVING

58.76 FLOOR

55.12 FLOOR

64.80 RR

64.80 RR

61.95 GUTTER LEVEL

61.95 GUTTER LEVEL

LAWN

MASONRY

RETAINING

WALL

CONCRETEPATH

CONCRETE

PATH

GARDEN

GAR

DEN

CO

NC

RETE

PAVING

STONE

PAVING

PATH

LAWN

STONESTEPS

BRICK BUILDING

TWO STOREY

BRICK BUILDING

TK

TK

TK

TK

TK

TK

TK

LAWN &

GARDENS

GARDENS

CROSSINGVEHICLE

MESH FENCE

BITUMENPAVING

CONCRETEPAVING

LAWN &GARDENS

BW

TK

TKTWBW

TW BW

TWTWBW

CONCRETE

SURFACE

CONCRETE

SURFACE

TOP

BANK

OF

BW BW

BW

TW

BWTW

TW

BW

BWTW

BW

BW

TW

47.23

CONCRETE

PAVING

PAVING

PAVING

GOALPOSTS

GOALPOSTS

GOALPOSTS

GOALPOSTS

PITCHES

TURFPRACTICE

WATERSTORM

TANKDETENTION

(ABT 15H)PALM

ASTON G

ARD

ENS

ASTON GARDENS

201° 16' 10" 23.770

209° 20'' 50" 42.830

173° 27' 00"

159.250

167° 00' 00" 54.650

202° 04'' 25"

173° 26' 40" 73.570

11.825

193.815

80° 18' 00" 75.285

168° 04' 00" 39.655

358° 35' 00"

60.96

80° 18' 00"

ARC 75.84

0

RADIUS 1

20.70

0

341° 19' 30"

14.080

ARC 64.095

RADIUS 50.290

341° 39' 30" 65.570AR

C 2

2.42

RAD

IUS

40.2

35

273°

23'3

0"2.

8

CHORD

304° 48' 50"

59.845

CHORD

323° 19' 30"

74.600

CH

OR

D

289°

21'

30"

22.1

35

1

4.473 HaSITE AREA

1

1

1

10

11

12

13

9

7

D. P. 1 4 9 5 2

TRUE NORTH

UG

TW

COVERED

AREA

LAWN

STEPS

GARDEN

(B)

(C)

62.85

60.68

58.85

57.63

56.74

56.26

55.79

64.98

68.74

68.7072

.70

72.7172

.70

72.13

75.0474

.53

65.55

62.63

62.62

66.18

66.25

66.17

72.13

63.39

63.39

64.98

64.96

68.72

68.88

75.72

62.23

68.84

68.81

68.59

TK

TK

TK

TK

TK

TK

RR

RR

RR

TG

BALCONY

BALCONY

TG

TG

RR

TGTGTG

RR

PARAPET

BALCONY

BALCONY

BALCONY

TGBALC

ONYBALC

ONY

RR

PARAPET

PARAPET

BALCONY

TG

TG

PARAPET

(ABT 4H)PINE

BENCH MARKRL. 62.175 AHD

PLACED ON KERB

TOG

53.50

TOG

53.50

TOG

53.49

54.02

TOG 53 .86

53.59

53.55

53.89 TOG

TOG

53.88

INVERT

53.29

54.63 54.50

53.9454.69

54.75

54.63

54.57

TOG

54.73

54.57 54

.38

54.05

TOG

53.20 TOG

53.14

TOG

53.06 TOG

52.73 TOG

52.66

TOG

52.04

TOG

52.45 TOG52.74 TOG

TOG

53.09

47.65

44.09

TOG

64.98

68.74

68.7072

.70

72.7172

.70

72.13

75.0474

.53

65.55

62.63

62.62

66.18

66.25

66.17

72.13

63.39

63.39

64.98

64.96

68.72

68.88

75.72

62.23

68.84

68.81

68.59

RR

RR

RR

TG

BALCONY

BALCONY

TG

TG

RR

TGTGTG

RR

PARAPET

BALCONY

BALCONY

BALCONY

TGBALC

ONYBALC

ONY

RR

PARAPET

PARAPET

BALCONY

TG

TG

PARAPET

TWO & THREE STOREYRENDERED HOUSE

TWO STOREYRENDERED HOUSE

No.60

TWO STOREYRENDERED HOUSE

No.58

TOG

TOG

INVERT

TOG INV

TOG

53.52

INVERT

53.63 INVERT0.150 Ø

53.55 INVERT0.225 Ø

53.22

INVERT

53.25 INVERT0.225 Ø

52.28

INVERT

0.225

Ø

PIT53.60

INVERT

0.225

Ø

PITPIT

53.65

INVERT

51.92

INVERT

0.150

Ø51

.77 IN

VERT

50.80

INVERT

50.84 INVERT0.375 Ø

50.81 INVERT0.225 Ø

50.25

INVERT

51.56 INVERT0.225 Ø

50.25 INVERT0.525 Ø

50.87 INVERT0.450 Ø

50.63

INVERT

0.375

Ø

PIT

42.04 INVERT0.525 Ø

42.65 INVERT0.525 Ø

51.10 INVERT

52.14 INVERT0.100 Ø

51.13

INVERT

0.450

Ø

51.24 INVERT0.450 Ø

INVERT

51.48

51.72 INVERT0.375 Ø

51.52

INVERT

0.450

Ø

WIRE

MESHFENCEIN

VERT 51

.9852

.08 IN

VERT0.3

75 Ø52.18 INVERT

0.375 Ø

53.01 INVERT

2 X 0 .100 Ø

52.86 INVERT

INVERT

52.30

52.38

INVERT

0.375

Ø52.55 INVERT0.300 Ø

INVERT

52.64

52.74

INVERT

0.300

Ø

52.85 INVERT0.300 Ø

52.99

0.150

Ø

INVERT

PIT

INVERT

INVERT

0.225 Ø

56.87

0 U/S

56.11

4 U/S

54.07

8 FL

R

53.88

6

54.07

6 FL

R

54.71

4 LA

NDING

FLR

54.07

7

52.95

3 FL

RFL

R 52.96

9

FLR

53.07

6

54.06

4 FL

R

THREE STOREY

56.14

7 FL

R

56.14

6 CARPET

56.13

8 FL

R

56.13

2 FL

R

RAISED

PODIU

M 56

.732

56.13

6 FL

R

56.12

9 FL

R

56.15

5 FL

R

56.14

5 CARPET

56.00

3 NEW

CONCRETE

56.17

8 FL

R

56.15

9 FL

R

56.15

1 FL

R

W/B SECTIONVERANDAH

71.97

RIG

71.07

ROOF

65.38

85.88

63.42

61.87

61.13

61.18

61.70

63.49

65.16

65.45

67.40

69.8769.94

67.59

65.45

65.11

63.49

61.6361.48

63.04

61.48

63.03

61.15

61.67

62.39

63.41

62.96

62.8962.84

62.89

63.00

62.90

63.06

63.00

63.02

62.9462.91

62.84

62.81

63.02

63.04

65.10

65.13

65.1565.07

64.92

63.98

62.51

62.88

63.3363.22

64.88

64.88

63.92

63.98

72.57

72.95

64.67

65.36

65.66

64.64

65.9

0

65.6

7

65.26

65.13

64.31

63.92

62.83

63.90

65.2665.32

65.39

65.17

65.25

65.02

65.38

64.98

65.08

65.44

65.74

66.28

65.79

65.55

65.44

65.34

65.28

65.34

65.34

65.29

66.58

65.74

67.04

67.80

69.69

68.16

67.37

67.46

67.39

69.90

72.72

72.69

72.67

72.71

72.83

67.37

68.08

68.5868.55

69.1769.18

69.2569.5569.25

69.67

69.90

65.1

7

65.20

64.6

964.68

64.78

62.90

62.80

62.81

62.96

62.95

63.02

62.86

65.39

65.64

65.7

2

65.69

65.69

65.45

65.35

65.44

65.51

65.46

66.28

66.2

7

65.28

65.19

65.46

65.3

6

65.01

65.42

65.41

65.7

1

66.94

68.3

7

68.78

69.03

68.8368.89

69.10

69.0569.49

69.04

67.08

66.09

67.31

68.71

69.49

68.06

71.59

72.23

73.45

72.05

68.94

69.0869.13

69.01

66.55

75.59

72.55

71.47

76.29

74.88

69.08

69.04

69.86

71.35

70.16

73.87

76.31

79.2379.06

78.21

78.33

79.19

79.30

81.57

80.75

80.7481.0681.10

74.85

74.83

74.80

73.91

73.95

75.5580.17

74.97

75.54 75.02

76.15

76.24

75.60

74.7676.67

77.43

76.11

75.85

82.05 82.05

83.97

84.08

88.64

84.75

79.97

80.19

75.98

86.69

86.72

84.53

80.26

80.23

80.25

84.35

76.3476.3877.5579.16

79.78

78.77

79.15

79.11

79.1580.71

81.73

81.53

82.13

82.12

81.87

81.96

82.07

81.07

80.50

84.22

84.77

84.76

88.22

89.61

88.33

89.00

87.12

87.15

82.08

82.18

82.49

82.60

83.14

83.27

83.17

80.62

79.91

83.13

83.38

82.93

82.38

79.19

79.19

82.63

86.08

83.39

89.6189.59

75.55

76.44

77.73

77.49

77.00

76.8177.26

79.27

77.41

77.66

76.79

76.78

76.3576.29

76.44

75.96 75.71

75.50

75.16

74.8

2

74.6274.08

72.33

74.1574.54

74.74

75.13

75.92

76.2

6

74.15

74.49

75.32

75.57 74.54

76.0176.37

77.02

78.15

79.20

78.70

77.36

76.13

88.65

82.9481.95

80.23

85.61

76.30

76.32

76.51

76.5276.61

76.50

76.3884.73

75.58

77.10

76.27

76.40

74.90

74.74

74.78

74.25

73.10

72.38

73.23

72.98

72.36

71.34

71.99

72.1372.34

69.72

69.45

69.62

69.31

72.29

72.89

74.75

71.6671.31

71.13

73.52

73.54 72.49

72.00

73.39

75.84

70.87

71.04

71.10

70.92 70.47

67.6766.42

65.71

66.14

65.77

65.77

65.68

65.59

65.58

65.66

CO

NC

RETE

CR

ICKET

PRAC

TICE

PITCH

ES

TUR

FC

RIC

KET

PRAC

TICE

PITCH

ES

AS

TRO

TU

RF

MAT

TIN

G

CO

VE

RE

D P

LAY

ING

FIE

LDS

CO

NC

RE

TE P

AVIN

G

CO

NC

RETE

CR

ICKET

PRAC

TICE

PITCH

ES

67.5

68.569

69.5

70

70.571

73

66.3

7

GIN

AH

GU

LLA

RO

AD

D.P. 1 0 9 6 7 6

B

2D

. P. 5 8 7 1 0 5

1

D. P. 1 0 0 9 5 3 6

BALC

ROOFROOF

TG

TG

RR

THREE STOREYBRICK BUILDING

SING

LE STO

REY

METAL BU

ILDIN

G

(A)

(A)

(A)

TWO

STO

REY

BRIC

K &

STO

NE

BUIL

DIN

G

TWO

STO

REY

SIN

GLE

STO

REY

TWO

STO

REY

BRIC

K B

UIL

DIN

G

SIN

GLE

STO

REY

TWO

STO

REY

SING

LE STO

REY

BRIC

K &

FIBRO

CEM

ENT BU

ILDIN

G

ROOF

ROOF

ROOF

ROOF

UE

1.584 Ha

SITE A

RE

A

92°

32'

00"

128

.355

127°

13'

30"

9.025

161° 39' 30" 89.620

262° 04' 40" 116.160

13.185

259° 47' 10" 44.350

295°

21'

40"

9.9

15

330° 56' 10" 1

4.6905.725

351° 02'10" 6.260

11° 08' 10"12° 14' 00" 16.570

9° 27' 00" 46.330

7° 17' 00" 16.470

(AB

T 15H)

TRE

E

GA

RD

EN

STO

NE

RE

TAIN

ING

WA

LL

LAWN

(AB

T 25H)

TRE

E(A

BT 15H

)E

UC

ALY

PTU

S

LOWSTONE RETAINING 69.17

WALL

(AB

T 10H)

TRE

E

(AB

T 8H)

PIN

E

GA

RD

EN

LAWN

FOU

NTA

INS

TON

E

GA

RD

EN

(AB

T 10H)

TRE

E

SU

RFA

CE

GR

AVE

L

(AB

T 11H)

TRE

E

CH

AIN

WIR

E

FENC

E

CHAIN

WIRE

FENCE

CH

AIN

WIR

E

FENC

E

CONCRETE

PAVING

GARDEN

GARDEN

STO

NE

RE

TAIN

ING

WA

LLR

AM

P

STONE

RETAINING

WALL

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

TK

CONCRETE

GUTTER

KERB

&

CO

NC

RE

TE

GU

TTE

R

KE

RB

&C

RO

SS

ING

VE

HIC

LE

EDGE OF CONCRETE

PALM

S(A

BT 10H

)

PALMS

(ABT 10H)

PALM

S(A

BT 10H

)

STONE

RETAINING

WALL

BRICK

RETAINING

WALL

GARDEN

GARDEN PAVIN

GTILE

D

PAVIN

GTILE

D

GA

RD

EN

BITUMEN

PAVING

GARDEN

&

OPEN

AT GR

OU

NDFLOOR

SINGLE STOREY

RR

UG

UG

CO

NC

RETE

PATH

MASO

NR

Y BLO

CK BU

ILDIN

G

STOR

AGE

BAYS

RO

WO

FPIN

E

WALL

OF

(ABT6M

TREES

ABOVE

TOP

BRIC

K

WALL

(AB

T 15H)

TRE

E

(AB

T 15H)

TRE

E

CO

NC

RETE

PATH

STO

RA

GE

UN

DE

R

MATTIN

GR

UB

BE

R

TW

SS

P

SS

P

SS

P

SS

P

RAM

PC

ON

CR

ETE

PAVIN

GC

ON

CR

ETE

TW

TW

UG

MATTIN

GR

UB

BE

RC

ON

CR

ETE

STE

PS

SE

ATING

GARDEN

GARDEN

TW TW

EDG

E OF C

ON

CR

ETE

PAVING

CONCRETE

SS

P

ASTRO

TUR

FM

ATTING

VERAN

DAH

FENC

E

VER

TW

SHED

METAL

UG

AR

EA

CO

VE

RE

DRR

BRIC

K

WALL

RETAIN

ING

CO

NC

RETE

PATH

CONCRETE PAVING

CONCRETE

RAMPRAMP

RAMP

CONCRETERAMP

TW

BW

BW

BW

TW

TW

SLOPED

WALL

CO

NC

RET

E

ASTRO

TUR

F

MATTIN

G

(AB

T 25H)

PIN

E

(AB

T 15H)

TRE

E

BW

BW

TW

TW

TW

TWTW

BW

MASO

NR

Y BLOC

K R

ETAININ

G W

ALL

OF

CO

NC

RET

E

EDGE

EDGE OF CONCRETE

TWO

STOR

EY

CEM

ENT

REN

DER

ED

HO

USE

BALCONY

SING

LE STO

REY

CEM

ENT

REN

DER

ED

HO

USE

BALCO

NY

(AB

T 20H)

FIG

(AB

T 20H)

FIG

MASO

NR

Y BLOC

K

RETAINING WALL

349° 47' 30"

BW

BW

BW

TW

TW

IRR

EGU

LAR STO

NE

RETAIN

ING

WALL

STU

MP

TRE

E

MASO

NR

Y BLOC

K

RETAIN

ING

WALL

TW

TWBW

(AB

T 20H)

FIG

(AB

T 20H)

FIG

BRIC

K R

ETAI

NIN

G W

ALL

BW

TW

TW

TW

BW

UG

RR

(AB

T 15H)

TRE

E

(AB

T 20H)

FIG

PAVIN

GC

ON

CR

ETE

TW

TW

TW

TW

LAWN

(AB

T 20H)

FIG

(AB

T 25H)

PIN

EC

ON

CR

ETE

PATH

STEPSFEN

CE

CONCRETE

GUTTER

KERB

&

(AB

T 8H)

TRE

E(AB

T 12H)

TRE

E(AB

T 12H)

TRE

E(AB

T 8H)

TRE

E

SLOPED

CONCRETE

WALL

RETAININGTW

TK

TK

STO

NE

RETAINING WALL

RET

AIN

ING

WAL

L

STONE

(AB

T 8H)

TRE

E

LAWN

LAWN & GARDENS

PAVIN

GP

EB

BLE

CR

ETE

RR

FLOOR

GROUND

UG

DS

VER

AND

AH

VER

AND

AH

CO

VER

ED A

REA

PAVIN

GP

EB

BLE

CR

ETE

SIN

GLE

STO

REY

UG

UG

UG

UG

COVEREDAREA

RR

RRVER

VER

FLOOR

GROUND

STEPS

STEP

S

RR

UG

UG

DS

RR

RR

RR

BW

CONCRETE PATH

CO

NC

RET

E R

ETAI

NIN

G W

ALL

(AB

T 20H)

FIG

TW

TW

BRICK

WAL

L

RETAINING

DEC

K U

ND

ER

CO

NST

RU

CTI

ON

(AB

T 20H)

FIG

(AB

T 20H)

FIG

CO

NC

RET

E

OF

EDGE EDGE OF CONCRETE

TW

BR

ICK

RETAINING

WAL

L

STEP

TW

TW

TW

TW

TWTW

TW

BW

BW

CONCRETE

BITUMENPAVED

DRIVEWAY

BITUMEN

PAVED

DRIVEWAYGARDEN

STEP

S

(AB

T 25H)

TRE

E

(AB

T 25H)

PIN

E

THR

EE S

TOR

EY

CEM

ENT

REN

DER

ED

HO

USE

TWO

STO

REY

UG

DRIVEWAY

(AB

T 15H)

FIG

PAVED

DRIVEWAY

CONCRETE

BITUMEN PAVING

(AB

T 25H)

TRE

E

GA

RD

EN

SU

RFA

CE

SU

RFA

CE

STEPSBR

ICK R

ETAININ

G W

ALL

PATH

CO

NC

RETE

TW

GARDEN CONCRETE PATH &

UG

LAWN

23

LAWN

& GA

RD

EN

S

(AB

T 20H)

FIG

RETAIN

ING

TW

TW

TW

TW

TW

LAWN

GA

RD

EN

TW

TW

TW

TW

TW

TW

TK

BW

BW

CO

NC

RET

E PA

TH

73

72.5

72

SING

LE STO

REY

(AB

T 20H)

FIG

LAWN

&

GA

RD

EN

BRICK WALL

TG

TG

TRUE NORTH

TELSTRA

PAVED

CONCRETE

PATH

BRICK WALLBRICK WALL

WALKWAY

ABOVE

STATUE

GRATE

STOPVALVE

GRATE

CONCRETEUAC

UACUAC

UAC

RAMP

METALLIDTG

TG

CONCRETE

RIG

RIG RIG

RIG

RIG

ROOF

PAVED

STEP

S

ASTRO TURF GARDEN

BALCTG

STAI

RS

STEP

S

APPROX POSITION

NOT VISIBLE TO SURVEY76.12

RIG

TOW

ER

METALLID

CONCRETE

CONCRETE

WALL

TW

TW

TW

LID

HYD

LID

LID

METALLID

LID

INV

BALCONY

ROOF

RIGRIG

STAIR

S

LID

CONCRETE

PATH

STAIRS

STAIRS

STAIRS

RAMP

ABOVEUAC

CONC PATH

"BUSIN

ESS

STUDIE

S

BUILDIN

G"TW

O STO

REY

RENDERED

STONE

WALL

TIMBER

WALL HYD

TW

ONE & TWO STOREY

RENDERED

RETAI

NING

WALL

GARDENS

&

BALCONY ABOVE

SINGLE STOREY

BALCONY ABOVE

71.97

RIG

FIREHYDRANT

HYDRANT

FLAGPOLE

UPPER

LEVEL

(E)

(E)

(F)

(F)(D)

(D)

(D)

(ABT 4H)TREE

BENCHMARK 'C

'

NAIL IN

CONCRETE

LANDIN

GRL 5

4.681

BENCHMARK

NAIL IN

WALL

RL 53.51

2BUILD

ERS B

ENCHMARK

NAIL IN

WALL

RL 5

7.58

BENCHMARK 'A

'

NAIL IN

CONCRETE

RL 55.92

2

STEVENSONLIBRARY BUILDING

Stevenson Library

TSC Existing Senior School Campus Site PlanScale: 1:12501

Page 4: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

NTS

TSC OVAL VIEW NORTH

SSD1.02/17-003

S1

TSC Existing Oval View North1

Stevenson Library

Image courtesy of: Jock SwanThe Scots College

Page 5: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

NTS

TSC OVAL VIEW WEST

SSD1.02/17-004

S1

TSC Existing Oval View West1

Stevenson Library

Image courtesy of: Jock SwanThe Scots College

Page 6: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

NTS

EASTERN ELVATION

SSD1.02/17-005

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

OCTOBER 2017

STEVEN ADAMSTHE SCOTS COLLEGE

PRELIMINARY

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

LIBRARY RENOVATION

JC, CF , JW

CONSULTANTS

TPQSQuantity Surveyors

BBCPlanning Consultants

P1

ELEVATION O VAL

SSD1.02/17-005

Stevenson Library Oval (East) ElevationNTS1

TG

TG

21GUT

TG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TGTG

53.34

53.64

52.94

53.08

53.72

54.16

53.82

53.97

54.24

54.37

54.12 53

.88

57.60

53.90

54.30

54.28

53.97

54.30

54.42

54.34

54.38

54.41

54.44

54.32

54.27

54.02

54.21

54.39

54.19

54.06

54.04

54.00

54.63 54.50

53.9454.69

54.75

54.63

54.57

TOG

54.73

54.57 54

.38

TOG

TOG

INVERT

TOG INV

TOG

53.52

INVERT

53.63 INVERT0.150 Ø

53.55 INVERT0.225 Ø

53.22

INVERT

53.25 INVERT0.225 Ø

52.28

INVERT

0.225

Ø53

.60 IN

VERT0.2

25 Ø

56.87

0 U/S

56.11

4 U/S

54.07

8 FL

R

53.88

6

54.07

6 FL

R

54.71

4 LA

NDING

FLR

54.07

7

52.95

3 FL

RFL

R 52.96

9

FLR

53.07

6

54.06

4 FL

R

56.14

7 FL

R

56.14

6 CARPET

56.13

8 FL

R

56.13

2 FL

R

RAISED

PODIU

M 56

.732

56.13

6 FL

R

56.12

9 FL

R

56.15

5 FL

R

56.14

5 CARPET

56.00

3 NEW

CONCRETE

56.17

8 FL

R

56.15

9 FL

R

56.15

1 FL

R

TG

TG

TG

BENCHMARK 'C

'

NAIL IN

CONCRETE

LANDIN

GRL 5

4.681

BENCHMARK

NAIL IN

WALL

RL 53.51

2BUILD

ERS B

ENCHMARK

NAIL IN

WALL

RL 5

7.58

BENCHMARK 'A

'

NAIL IN

CONCRETE

RL 55.92

2

STEVENSONLIBRARY BUILDING

1

Stevenson Library Oval (East) ElevationNTS1

Photo Location PlanNTS2

Page 7: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

NORTH ELEVATION PHOTOS

SSD1.02/17-006

NTS

TG

TG

21GUT

TG

TG

TG

TGTG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TGTG

60.78

53.53 53

.31

53.80

53.68

53.72

54.16

53.82

53.97

54.24

54.37

54.12 53

.88

57.60

54.30

54.42 54

.41

54.44

54.39

54.19

54 .00

60 .00

54.63 54.50

53.9454.6954

.75

54.63

54.57

TOG

54.73

54.57 54

.38

54.05

TOG

53.20 TOG

53.14

TOG

TOG

TOG

INVERT

TOG INV

TOG

53.52

INVERT

53.63 INVERT0.150 Ø

53.55 INVERT0.225 Ø

53.22

INVERT

53.25 INVERT0.225 Ø

52.28

INVERT

0.225

Ø53

.60 IN

VERT0.2

25 Ø

53.65

INVERT

56.87

0 U/S

56.11

4 U/S

54.07

8 FL

R

53.88

6

54.07

6 FL

R

54.71

4 LA

NDING

FLR

54.07

7

52.95

3 FL

RFL

R 52.96

9

FLR

53.07

6

54.06

4 FL

R

56.14

7 FL

R

56.14

6 CARPET

56.13

8 FL

R

56.13

2 FL

R

RAISED

PODIU

M 56

.732

56.13

6 FL

R

56.12

9 FL

R

56.15

5 FL

R

56.14

5 CARPET

56.00

3 NEW

CONCRETE

56.17

8 FL

R

56.15

9 FL

R

56.15

1 FL

R

TG

TG

TG

INV

BENCHMARK 'C

'

NAIL IN

CONCRETE

LANDIN

GRL 5

4.681

BENCHMARK

NAIL IN

WALL

RL 53.51

2BUILD

ERS B

ENCHMARK

NAIL IN

WALL

RL 5

7.58

BENCHMARK 'A

'

NAIL IN

CONCRETE

RL 55.92

2

STEVENSONLIBRARY BUILDING 1

2

3

Photo Location PlanNTS4

Page 8: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

SOUTH ELEVATION PHOTOS

SSD1.02/17-007

NTS

TG

TG

21GUT

TG

TG

TG

TGTG

TG

TG

TG

TG

TG

TG

TG

TG

TG

TGTG

60.78

53.53 53

.31

53.80

53.68

53.72

54.16

53.82

53.97

54.24

54.37

54.12 53

.88

57.60

54.30

54.42 54

.41

54.44

54.39

54.19

54 .00

60 .00

54.63 54.50

53.9454.6954

.75

54.63

54.57

TOG

54.73

54.57 54

.38

54.05

TOG

53.20 TOG

53.14

TOG

TOG

TOG

INVERT

TOG INV

TOG

53.52

INVERT

53.63 INVERT0.150 Ø

53.55 INVERT0.225 Ø

53.22

INVERT

53.25 INVERT0.225 Ø

52.28

INVERT

0.225

Ø53

.60 IN

VERT0.2

25 Ø

53.65

INVERT

56.87

0 U/S

56.11

4 U/S

54.07

8 FL

R

53.88

6

54.07

6 FL

R

54.71

4 LA

NDING

FLR

54.07

7

52.95

3 FL

RFL

R 52.96

9

FLR

53.07

6

54.06

4 FL

R

56.14

7 FL

R

56.14

6 CARPET

56.13

8 FL

R

56.13

2 FL

R

RAISED

PODIU

M 56

.732

56.13

6 FL

R

56.12

9 FL

R

56.15

5 FL

R

56.14

5 CARPET

56.00

3 NEW

CONCRETE

56.17

8 FL

R

56.15

9 FL

R

56.15

1 FL

R

TG

TG

TG

INV

BENCHMARK 'C

'

NAIL IN

CONCRETE

LANDIN

GRL 5

4.681

BENCHMARK

NAIL IN

WALL

RL 53.51

2BUILD

ERS B

ENCHMARK

NAIL IN

WALL

RL 5

7.58

BENCHMARK 'A

'

NAIL IN

CONCRETE

RL 55.92

2

STEVENSONLIBRARY BUILDING

1

2

3

Photo Location PlanNTS4

Page 9: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

1:1000 @ A3

EXG LONG OVAL ELEVATION

SSD1.02/17-001SSD1.02/17-007.1

63.88

54.99FL

DOOR

/Existing Oval / East Elevation Context1:10001

RL 75.59 RL 73.75

RL 88.65

BSC MSB QUAD LIBRARY OVAL

GINAGULLA ASPINAL HOUSE

FAIRFAX HOUSE

RL 76.12

RL 61.95

RL 71.13

VICTORIA RD

CRANBROOK RD

RL 50

RL 66.95

1

Page 10: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

SSD1.02/17-001SSD1.02/17-008

S1

NTS

PHOTO REFFERENCE PLAN

Page 11: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

VICTORIA RD PHOTOS

SSD1.02/17-009

NTS

Photo 11 Photo 2

2Photo 3 3

Photo Location PlanNTS4

6 9

Page 12: THE SCOTS COLLEGE GENERAL SPECIFICATION PROPOSED

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

VICTORIA RD PHOTOS

SSD1.02/17-010

Photo 41 Photo 5

2Photo 6 3

Photo Location PlanNTS4

6 9