consent of scott harris & associates. ph 0411 512 887
TRANSCRIPT
P1 26.11.20 PRELIMINARY ISSUE
COVER SHEET NOTES AND
DRAWING INDEX
C-01 A
1:200
1JDC
CIVIL SERVICES
B1
ATTENTION: THIS DRAWING HAS BEEN PRODUCED FOR THE
PURPOSE OF INDICATING THE DIAGRAMMATIC DESIGN INTENT AND
SCOPE OF WORKS REQUIRED FOR THE INSTALLATION OF
SERVICES AS DETAILED AND SHOULD NOT BE INTERPRETED AS
BEING FINAL. THIS DOCUMENT SHOULD BE READ IN CONJUNCTION
WITH THE ARCHITECTURAL DRAWINGS, ASSOCIATED
SPECIFICATIONS CODES AND STANDARDS. ALL LEVELS AND
EXISTING SERVICES SHALL BE INVESTIGATED AND CONFIRMED ON
SITE BY THE SUBCONTRACTOR AND/OR BUILDER PRIOR TO THE
COMMENCEMENT OF ANY WORKS. THIS DOCUMENT IS SUBJECT
TO COPYRIGHT AND IS NOT TO BE REPRODUCED WITHOUT THE
CONSENT OF SCOTT HARRIS & ASSOCIATES. PH 0411 512 887
www.sharris.com.au
email [email protected]
ABN 79 623 920 883
- Hydraulic (plumbing) - Fire Protection - Civil (stormwater) - Building Services -
- Design & Documentation - Project Management - Consultancy Services -
Scott Harris &
Associates p/l
ACOR Consultants Pty Ltd
Unit 10, Level 1, No.1 Maitland Place
Baulkham Hills NSW 2153
T +61 2 9634 6311
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS
SNOWY MOUNTAINS
GRAMMAR SCHOOL
202095
14.01.21
5
SNOWY MOUNTAINS GRAMMAR SCHOOLLEARNING HUB DEVELOPMENT
REF: 20209
KOSCIUSZKO ROAD
BARRY WAY
POLEY COW LANE
NETTIN CIRCUIT
LOCALITY IMAGENOT TO SCALE
DRAWING INDEXDRAWING No. DESCRIPTION
C-01
C-02
C-03
C-04
C-05
COVER SHEET NOTES AND DRAWING INDEX
STANDARDS AND DETAILS
BULK EARTHWORKS BENCHING PLAN
BULK EARTHWORKS CUT AND FILL DIAGRAM
BULK EARTHWORKS SITE SECTIONS
PROPOSED DEVELOPMENT
P2 22.12.20 PRELIMINARY ISSUE
P3 14.01.21 95% PSP ISSUE
EXISTING SERVICES AND FEATURES1. THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION, REMOVAL AND
DISPOSAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS AFFECTED BY WORKS WITHINTHE CONTRACT AREA, AS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BY THESUPERINTENDENT.
2. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL BUILDINGS NOTAFFECTED BY THE WORKS ARE NOT DISRUPTED.
3. PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL GAIN WRITTENAPPROVAL OF HIS PROGRAMME FOR THE RELOCATION/CONSTRUCTION OF TEMPORARYSERVICES.
4. EXISTING BUILDINGS, EXTERNAL STRUCTURES, AND TREES SHOWN ON THESE DRAWINGSARE FEATURES EXISTING PRIOR TO ANY DEMOLITION WORKS.
5. CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN EXISTING SUPPLY TOBUILDINGS REMAINING IN OPERATION DURING WORKS TO THE SATISFACTION AND APPROVALOF THE SUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND COMMISSIONED THECONTRACTOR SHALL REMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO THESATISFACTION OF THE SUPERINTENDENT.
6. INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSEANY INCONVENIENCE TO THE PRINCIPAL. CONTRACTOR TO GAIN APPROVAL OFSUPERINTENDENT FOR TIME OF INTERRUPTION.
1. STRIP TOPSOIL TO EXPOSE NATURALLY OCCURRING MATERIAL AND STOCKPILE ON SITEFOR SELECTIVE RE-USE OR DISPOSE OFF-SITE AS DIRECTED BY THE SUPERINTENDENT.
2. WHERE FILLING IS REQUIRED TO ACHIEVE DESIGN SUBGRADE PROOF ROLL EXPOSEDNATURAL SURFACE WITH A MINIMUM OF TEN PASSES OF A VIBRATING ROLLER (MINIMUMSTATIC WEIGHT OF 10 TONNES) IN THE PRESENCE OF THE SUPERINTENDENT. REFER TOSPECIFICATION FOR DETAILS.
3. ALL SOFT, WET OR UNSUITABLE MATERIAL TO BE REMOVED AS DIRECTED BY THESUPERINTENDENT AND REPLACED WITH APPROVED MATERIAL SATISFYING THEREQUIREMENTS LISTED BELOW.
4. ALL FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE SUPERINTENDENT ANDSHALL COMPLY WITH THE FOLLOWING :
a. FREE FROM ORGANIC, PERISHABLE AND CONTAMINATED MATTERb. MAXIMUM PARTICLE SIZE 75mmc. PLASTICITY INDEX BETWEEN 2% AND 15%
5. ALL FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm THICK LAYERS AND COMPACTEDAT OPTIMUM MOISTURE CONTENT (+ OR - 2%) TO ACHIEVE A DRY DENSITY DETERMINED INACCORDANCE WITH AS 1289.5.3.1 OF NOT LESS THAN THE FOLLOWING STANDARD MINIMUMDRY DENSITY IN ACCORDANCE WITH AS 1289.5.1.1 :
LOCATION STANDARD DRY DENSITYUNDER BUILDING SLABS 98%AREAS OF SERVICE TRENCHES 98%EXTERNAL PAVED AREAS, ROADS AND CARPARKS 98%LANDSCAPED AREAS 90%
6. THE CONTRACTOR SHALL PROGRAM THE EARTHWORKS OPERATION SO THAT THE WORKINGAREAS ARE ADEQUATELY DRAINED DURING THE PERIOD OF CONSTRUCTION. THE SURFACESHALL BE GRADED AND SEALED OFF TO REMOVE DEPRESSIONS, ROLLER MARKS ANDSIMILAR WHICH WOULD ALLOW WATER TO POND AND PENETRATE THE UNDERLYINGMATERIAL. ANY DAMAGE RESULTING FROM THE CONTRACTOR NOT OBSERVING THESEREQUIREMENTS SHALL BE RECTIFIED BY THE CONTRACTOR AT THEIR COST.
7. TESTING OF THE SUBGRADE SHALL BE CARRIED OUT BY AN APPROVED NATA REGISTEREDLABORATORY AT THE CONTRACTORS EXPENSE.
COMPACTION NOTES
CRUSHED ROCK SUBBASE PREPARATION NOTES1. CRUSHED ROCK MATERIAL USED IN THE WORKS AS SUBBASE. SUBBASE TO BE DBG20 IN
ACCORDANCE WITH AUSTRALIAN STANDARDS.
2. CONSTRUCTION OF THE SUBBASE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARDS
3. THE CRUSHED ROCK SHALL BE COMPACTED TO A DRY DENSITY DETERMINED INACCORDANCE WITH AS1289 E4.1 OF NOT LESS THAN 98% OF MODIFIED MAXIMUM DRYDENSITY AS DETERMINED IN ACCORDANCE WITH AS1289 E2.1.
A 03.02.21 ISSUE FOR DA
P1 14.01.21 95% PSP ISSUE
STANDARD NOTES AND DETAILS
C-02 A
1:200
2JDC
CIVIL SERVICES
B1
ATTENTION: THIS DRAWING HAS BEEN PRODUCED FOR THE
PURPOSE OF INDICATING THE DIAGRAMMATIC DESIGN INTENT AND
SCOPE OF WORKS REQUIRED FOR THE INSTALLATION OF
SERVICES AS DETAILED AND SHOULD NOT BE INTERPRETED AS
BEING FINAL. THIS DOCUMENT SHOULD BE READ IN CONJUNCTION
WITH THE ARCHITECTURAL DRAWINGS, ASSOCIATED
SPECIFICATIONS CODES AND STANDARDS. ALL LEVELS AND
EXISTING SERVICES SHALL BE INVESTIGATED AND CONFIRMED ON
SITE BY THE SUBCONTRACTOR AND/OR BUILDER PRIOR TO THE
COMMENCEMENT OF ANY WORKS. THIS DOCUMENT IS SUBJECT
TO COPYRIGHT AND IS NOT TO BE REPRODUCED WITHOUT THE
CONSENT OF SCOTT HARRIS & ASSOCIATES. PH 0411 512 887
www.sharris.com.au
email [email protected]
ABN 79 623 920 883
- Hydraulic (plumbing) - Fire Protection - Civil (stormwater) - Building Services -
- Design & Documentation - Project Management - Consultancy Services -
Scott Harris &
Associates p/l
ACOR Consultants Pty Ltd
Unit 10, Level 1, No.1 Maitland Place
Baulkham Hills NSW 2153
T +61 2 9634 6311
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS
SNOWY MOUNTAINS
GRAMMAR SCHOOL
202095
14.01.21
5
DETAILS TO BE PROVIDED IN DETAILED DESIGN
A 03.02.21 ISSUE FOR DA
UP
UP
UP
UP
S
W
S
M
H
UP
UP
DN
UP
LEARNING HUB
AND STEAM
A
D
M
I
N
I
S
T
R
A
T
I
O
N
GRAVEL
CONTRACTORS
CARPARK
WEST WING
S
N
O
W
Y
S
H
E
D
N
E
W
B
O
U
N
D
A
R
Y
L
I
N
E
N
E
W
B
O
U
N
D
A
R
Y
L
I
N
E
5
8
.
8
0
0
m
1
6
.
2
5
0
M
926.500
924.900
C
O
L
A
A
A
D
0
5
1
2
1
0
0
8
0
3
0
2
0
1
0
6
0
4
0
9
0
7
U
P
U
P
U
P
U
P
D
N
1
0
9
8
7
6
5
4
3
2
1
1
0
9
8
7
6
5
4
3
2
1
S
S
1
1
B
C
D
E
F
G
1
3
0
2
0
4
W
B
U
P
1
0
9
8
7
6
5
4
3
2
1
U
P
923.00
923.00
923.00
924.00
924.00
924.00
924.00
924.00
925.00
925.00
925.00925.00
925.00
925.00
925.00
925.0
0
925.0
0
926.00
926.00
926.00926.00
926.00
926.00
926.00
926.0
092
6.00
926.0
0
927.0
0
927.0
0
927.00927.00
927.00
927.0
0
927.00
927.0092
7.00
927.00
927.00
928.0
0
928.0
0
928.00928.00
928.00
928.0
0
928.00
928.0092
8.00
928.00
928.00
929.00
929.0
0929.00
929.00
929.0
0
929.0
0
929.00
929.00
929.00
929.00
930.00
930.00
930.00
930.00
930.00
930.00
930.00
930.0
0
930.0
0
930.00
931.00
931.00
931.00
931.00
931.00
931.00
931.00
931.0
0
932.00
932.00
932.00
932.00
932.00
932.00
932.00
933.00
933.00
933.00
933.00
933.00
933.00
934.00
934.00
934.00935.00
935.00
936.00
1C-05
2C-05
3C-05
4C-05
5C-05
1(V) IN 3(H) SLOPE TOEXISTING INTERFACE
NOM 650mm HIGH RETAININGWALL FOR SEATING ADJACENT
TO PROPOSED GARDEN BED
NOM 650mm HIGH RETAININGWALL FOR SEATING ADJACENT
TO PROPOSED GARDEN BED
NOM 1(V) IN 1(H) SLOPEBETWEEN SLAB LEVEL
DIFFERENCES (TYPICAL)
NOM 1(V) IN 1(H) SLOPEBETWEEN GROUNDFLOOR AND LEVEL 1
GROUND FLOORLEVEL 1
GROUND FLOORLEVEL 1
SCALE 1:2002 8 20m4 12 160
P1 14.01.21 95% PSP ISSUE
A 03.02.21 ISSUE FOR DA
BULK EARTHWORKS BENCHING PLAN
C-03 A
1:200
3JDC
CIVIL SERVICES
B1
ATTENTION: THIS DRAWING HAS BEEN PRODUCED FOR THE
PURPOSE OF INDICATING THE DIAGRAMMATIC DESIGN INTENT AND
SCOPE OF WORKS REQUIRED FOR THE INSTALLATION OF
SERVICES AS DETAILED AND SHOULD NOT BE INTERPRETED AS
BEING FINAL. THIS DOCUMENT SHOULD BE READ IN CONJUNCTION
WITH THE ARCHITECTURAL DRAWINGS, ASSOCIATED
SPECIFICATIONS CODES AND STANDARDS. ALL LEVELS AND
EXISTING SERVICES SHALL BE INVESTIGATED AND CONFIRMED ON
SITE BY THE SUBCONTRACTOR AND/OR BUILDER PRIOR TO THE
COMMENCEMENT OF ANY WORKS. THIS DOCUMENT IS SUBJECT
TO COPYRIGHT AND IS NOT TO BE REPRODUCED WITHOUT THE
CONSENT OF SCOTT HARRIS & ASSOCIATES. PH 0411 512 887
www.sharris.com.au
email [email protected]
ABN 79 623 920 883
- Hydraulic (plumbing) - Fire Protection - Civil (stormwater) - Building Services -
- Design & Documentation - Project Management - Consultancy Services -
Scott Harris &
Associates p/l
ACOR Consultants Pty Ltd
Unit 10, Level 1, No.1 Maitland Place
Baulkham Hills NSW 2153
T +61 2 9634 6311
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS
SNOWY MOUNTAINS
GRAMMAR SCHOOL
202095
14.01.21
5
THIS DRAWING HAS BEEN GENERATED ASSESSING THE COMPARISONBETWEEN THE PRELIMINARY DESIGN LEVELS AND THE NATURALSURFACE LEVELS PROVIDED BY 'KLEVIN SPAIN SURVEYINGCONSULTANTS'. THIS COMPARISON DOES NOT TAKE ANY SURFACE ORSUBSURFACE BOULDERS WHICH MAY VARY IN SIZE AND LOCATION
UP
UP
UP
UP
S
W
S
M
H
UP
UP
DN
UP
LEARNING HUB
AND STEAM
A
D
M
I
N
I
S
T
R
A
T
I
O
N
GRAVEL
CONTRACTORS
CARPARK
WEST WING
S
N
O
W
Y
S
H
E
D
N
E
W
B
O
U
N
D
A
R
Y
L
I
N
E
N
E
W
B
O
U
N
D
A
R
Y
L
I
N
E
5
8
.
8
0
0
m
1
6
.
2
5
0
M
926.500
924.900
C
O
L
A
BULK EARTHWORKS PAD LEVEL: 928.45
BULK EARTHWORKS PAD LEVEL: 929.65
BULK EARTHWORKSPAD LEVEL: 926.45
BULK EARTHWORKS PAD LEVEL: 924.95
BULK EARTHWORKSPAD LEVEL: 926.35
BULK EARTHWORKSPAD LEVEL: 922.95
NOTES:1. THE QUANTITIES PROVIDED ARE BETWEEN
EARTHWORKS BUILDING PAD LEVELS ANDNATURAL SURFACE
2. QUANTITIES ARE RAW FIGURES AND DO NOTINCLUDE COMPACTION AND SWELLING FACTORS
3. QUANTITIES DO NOT INCLUDE MATERIAL FROMSERVICE TRENCHES AND RETAINING WALLS
-5.00 to -4.50 m
-4.50 to -4.00 m
-4.00 to -3.50 m
-3.50 to -3.00 m
-3.00 to -2.50 m
m
m
m
m
m
LOWER VALUE UPPER VALUE COLOUR VOLUME (m³)
CUT FILL LEGEND
TOTAL CUT VOLUME = 4496m³TOTAL FILL VOLUME = 1242m³
SCALE 1:2002 8 20m4 12 160
P1 14.01.21 95% PSP ISSUE
BULK EARTHWORKS CUT AND FILL
DIAGRAM
C-04 A
1:200
4JDC
CIVIL SERVICES
B1
ATTENTION: THIS DRAWING HAS BEEN PRODUCED FOR THE
PURPOSE OF INDICATING THE DIAGRAMMATIC DESIGN INTENT AND
SCOPE OF WORKS REQUIRED FOR THE INSTALLATION OF
SERVICES AS DETAILED AND SHOULD NOT BE INTERPRETED AS
BEING FINAL. THIS DOCUMENT SHOULD BE READ IN CONJUNCTION
WITH THE ARCHITECTURAL DRAWINGS, ASSOCIATED
SPECIFICATIONS CODES AND STANDARDS. ALL LEVELS AND
EXISTING SERVICES SHALL BE INVESTIGATED AND CONFIRMED ON
SITE BY THE SUBCONTRACTOR AND/OR BUILDER PRIOR TO THE
COMMENCEMENT OF ANY WORKS. THIS DOCUMENT IS SUBJECT
TO COPYRIGHT AND IS NOT TO BE REPRODUCED WITHOUT THE
CONSENT OF SCOTT HARRIS & ASSOCIATES. PH 0411 512 887
www.sharris.com.au
email [email protected]
ABN 79 623 920 883
- Hydraulic (plumbing) - Fire Protection - Civil (stormwater) - Building Services -
- Design & Documentation - Project Management - Consultancy Services -
Scott Harris &
Associates p/l
ACOR Consultants Pty Ltd
Unit 10, Level 1, No.1 Maitland Place
Baulkham Hills NSW 2153
T +61 2 9634 6311
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS
SNOWY MOUNTAINS
GRAMMAR SCHOOL
202095
14.01.21
5
-2.50 to -2.00 m
-2.00 to -1.50 m
-1.50 to -1.00 m
-1.00 to -0.50 m
-0.50 to 0.00 m
m
m
m
m
m
0.00 to 0.50 mm
0.50 to 1.00 m
1.00 to 1.50 m
1.50 to 2.00 m
2.00 to 2.50 m
2.50 to 3.00 m
m
m
m
m
m
4.0
16.8
53.3
121.2
229.1
384.3
573.7
777.1
1012.9
1323.3
610.4
344.9
181.9
84.2
20.9
0.4
THIS DRAWING HAS BEEN GENERATED ASSESSING THE COMPARISONBETWEEN THE PRELIMINARY DESIGN LEVELS AND THE NATURALSURFACE LEVELS PROVIDED BY 'KLEVIN SPAIN SURVEYINGCONSULTANTS'. THIS COMPARISON DOES NOT TAKE ANY SURFACE ORSUBSURFACE BOULDERS WHICH MAY VARY IN SIZE AND LOCATION
P2 02.02.20 AMENDED 95% PSP ISSUE
A 03.02.20 ISSUE FOR DA
0.00
931.0
3
10.00
930.7
1
20.00
930.8
2
30.00
931.1
5
40.00
929.2
7
50.00
928.0
8
60.00
927.1
70.00
925.5
4
80.00
925.5
3
90.00
925.4
3
93.74
925.3
3
CHAINAGE
NATURAL LEVELS
WAEDATUM 921.0
1
0.00
930.9
4
10.00
930.6
5
20.00
927.5
8
30.00
927.3
2
40.00
926.0
5
50.00
924.7
5
60.00
924.3
4
70.00
923.9
8
80.00
923.7
5
90.00
923.6
93.74
922.6
6
CHAINAGE
NATURAL LEVELS
WAEDATUM 921.0
2
0.00
935.9
7
10.00
934.5
6
20.00
933.0
8
30.00
931.9
9
40.00
929.1
6
50.00
926.9
8
60.00
925.9
4
70.00
924.9
6
73.99
CHAINAGE
NATURAL LEVELS
WAEDATUM 921.0
3
-2.81
934.4
8
0.00
934.1
3
10.00
932.5
7
20.00
930.8
5
30.00
928.9
2
40.00
926.7
6
50.00
924.8
1
60.00
923.8
1
70.00
73.99
CHAINAGE
NATURAL LEVELS
WAEDATUM 921.0
4
-11.6
293
3.18
-10.0
093
2.9
0.00
930.4
1
10.00
926.5
2
20.00
926.4
9
30.00
926.8
5
40.00
925.5
1
50.00
923.6
9
60.00
922.4
3
CHAINAGE
NATURAL LEVELS
WAEDATUM 920.0
5
P1 14.01.21 95% PSP ISSUE
P2 02.02.21 AMENDED 95% PSP ISSUE
SITE SECTIONS
C-05 A
1:200
5JDC
CIVIL SERVICES
B1
ATTENTION: THIS DRAWING HAS BEEN PRODUCED FOR THE
PURPOSE OF INDICATING THE DIAGRAMMATIC DESIGN INTENT AND
SCOPE OF WORKS REQUIRED FOR THE INSTALLATION OF
SERVICES AS DETAILED AND SHOULD NOT BE INTERPRETED AS
BEING FINAL. THIS DOCUMENT SHOULD BE READ IN CONJUNCTION
WITH THE ARCHITECTURAL DRAWINGS, ASSOCIATED
SPECIFICATIONS CODES AND STANDARDS. ALL LEVELS AND
EXISTING SERVICES SHALL BE INVESTIGATED AND CONFIRMED ON
SITE BY THE SUBCONTRACTOR AND/OR BUILDER PRIOR TO THE
COMMENCEMENT OF ANY WORKS. THIS DOCUMENT IS SUBJECT
TO COPYRIGHT AND IS NOT TO BE REPRODUCED WITHOUT THE
CONSENT OF SCOTT HARRIS & ASSOCIATES. PH 0411 512 887
www.sharris.com.au
email [email protected]
ABN 79 623 920 883
- Hydraulic (plumbing) - Fire Protection - Civil (stormwater) - Building Services -
- Design & Documentation - Project Management - Consultancy Services -
Scott Harris &
Associates p/l
ACOR Consultants Pty Ltd
Unit 10, Level 1, No.1 Maitland Place
Baulkham Hills NSW 2153
T +61 2 9634 6311
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS
SNOWY MOUNTAINS
GRAMMAR SCHOOL
202095
14.01.21
5
SITE SECTION 1
SITE SECTION 2
SITE SECTION 3
SITE SECTION 4 SITE SECTION 5
B.E PAD RL 928.45
B.E PAD RL 924.95NOM 650mm HIGHRETAINING WALL
B.E PAD RL 928.45
B.E PAD RL 928.45
B.E PAD RL 928.45
B.E PAD RL 928.45
B.E PAD RL 928.45
B.E PAD RL 928.45B.E PAD RL 928.45
B.E PAD RL 928.45
B.E PAD RL 928.45
NOM 650mm HIGHRETAINING WALL
GRADE TO EXISTINGAT NOM 1:3 SLOPE
NOM 650mm HIGHRETAINING WALL
NOM 650mm HIGHRETAINING WALL
NOM 650mm HIGHRETAINING WALL
GRADE TO EXISTINGAT NOM 1:3 SLOPE
EXISTING SPORTS COURT
EXISTING SPORTS COURTA 03.02.20 ISSUE FOR DA