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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
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
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
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PITCH
ES
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FC
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67.5
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69.5
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66.3
7
GIN
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B
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TG
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THREE STOREYBRICK BUILDING
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92°
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127°
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161° 39' 30" 89.620
262° 04' 40" 116.160
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259° 47' 10" 44.350
295°
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40"
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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
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TW
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CO
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F
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(AB
T 25H)
PIN
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(AB
T 15H)
TRE
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BW
BW
TW
TW
TW
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BW
MASO
NR
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ETAININ
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ALL
OF
CO
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RET
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EDGE OF CONCRETE
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STOR
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ENT
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DER
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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
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MASO
NR
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RETAIN
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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
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AND
AH
CO
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GP
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GLE
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UG
UG
UG
UG
COVEREDAREA
RR
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VER
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S
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UG
UG
DS
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RR
RR
BW
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CO
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(AB
T 20H)
FIG
TW
TW
BRICK
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L
RETAINING
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K U
ND
ER
CO
NST
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CTI
ON
(AB
T 20H)
FIG
(AB
T 20H)
FIG
CO
NC
RET
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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
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
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
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
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
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
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
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
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
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