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 info@sharris.com.au

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 info@sharris.com.au

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 info@sharris.com.au

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 info@sharris.com.au

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 info@sharris.com.au

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