services riser - majorprojects.planningportal.nsw.gov.au

13
Copyright on this drawing retained by the Architect. The Architect to be immediately notified of any discrepancies. To be read in conjunction with all other Consultant's drawings. Do not scale from drawing. Use marked dimensions. 10 11 9 8 7 6 5 4 3 2 1 Drawing Number JPW Project Number Scale / North Point: Key Plan Drawing Title Revision Rev Date App Revision or reason for issue www.jpw.com.au Facsimile +61 2 9259 5999 Telephone +61 2 9259 5900 Sydney NSW 2000, Australia 95 Pitt Street Level 10, Plaza Building, Australia Square Johnson Pilton Walker Pty Ltd ACN 095 778 886 Architect Client Project Title www.ttw.com.au Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146 Level 3, 48 Chandos Street St Leonards NSW 2065 Taylor Thomson Whitting Consulting Engineers Ckd Services Engineer www.altusgroup.com Telephone +61 2 9283 7311 The Podium Building, 1 Market Street, Sydney NSW 2000 Altus Page Kirkland Suite 301, 35 Lime St, Sydney NSW 2000 Tallawoladah Pty Ltd Drawing Number JPW Project Number Drawing Title Revision Drawing Status 12006 Existing Works New Works Project Manager & Quantity Surveyor Structural & Civil Engineer http://www.northrop.com.au Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324 Level 11, 345 George Street, Sydney, NSW 2000 Northrop Consulting Engineers Pty Ltd. EA Infills to existing opening 16/10/15 PAVE1 PAVE2 GL1 Key PAVE4 ASPHLT PAVE5 GL2 SP1 MP2 MP1 SS1 PT1 A EA Drawings Indicative Fit out design (not part of the scope of works) Materials Key ST1 GB1 GB2 CONC1 TIM2 CONC2 TIM1 GL3 TILE1 PT5 BL1 GL4 TR2 TILE2 TILE3 SL MS GLT PC @ A3 'B2041_cloud' For adjacent buildings used: 'B2041_2004' 'B1949-B-Markups' 'B1949-REV C' Surveys used: RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m. Where tide levels have been provided registered to 'Fort Denison' levels, Surveys are orientated to MGA North point, and AHD Datum. roof ridge level. SHFA, to form the basis for the floor levels of level 01 and 02 as well as the Drawings are based on As built drawings and Survey Information provided by Survey Note: @ B1, PAVE3 Refer to Appendix 2- Materials Board for finishes BAY 7 SERVICES RISER K/E M/A 100 800 850 300 450 50 490 ELEC. 1075OV E R A LL 50 50 VARIES 20 100 900R I S E R 100 RANT REFRIGE- HYD & 80 1900 RISER VARIES 100 1075OV E R A LL VA R I E S 100 900R I S E R 100 VARIES VARIES SERVICES RISER K/E M/A ELEC. RANT REFRIGE- HYD & 80 1900 RISER VARIES 100 1075OV E R A LL VA R I E S VARIES 2150 ~ 3100 C.O.S VARIES VARIES 20 100 900R I S E R 100 SERVICES RISER K/E M/A ELEC. RANT REFRIGE- HYD & 80 1900 RISER VARIES 100 0 Drawing Status A EA-A-4902 1:25 0.25 0.5 0.75 1m 01 LEVEL 3 PLAN - - 03 GROUND LEVEL PLAN - - 02 HICKSON ROAD LEVEL PLAN - - 04 EAST WEST SECTION - - FOR CLADDING RISER SUPPORTS AND SUBSTRUCTURE CLADDING OF RISER SHADOW ANGLE FINISHED TO MATCH CLADDING OF RISER SHADOW ANGLE FINISHED TO MATCH 02 - 03 - 01 - FACADE OPENING FCU AND DUCT WHICH CONNECTS TO THE WEST TIMBER BOARD CLAD ZONE TO ENCLOSE FAN, AIR TO MATCH EXISTING DETAIL. MESH SET BACK FROM FACADE FACE TO INTAKE CLADDING WITH BOLTS REMOVABLE EXPRESSED METAL PANEL MINIMISING INTRUSION LOCATED AT THE BACK OF THE BUILDING BASE BUILDING SERVICES CONSOLIDATED AND MP1 MP1 MP2 MP1 MP1 MP1 MP2 PT5 PT5 PT5 TIM2 SS1 TIM2 A 10/05/16 Response to Submissions BM BASE BUILDING SERVICES FITOUT TYPICAL BAY DETAIL 02 ACOUSTIC INSULATION BEHIND PANELS TIM1 04 - 01 4901 DISCRETE. AWAY FROM VIEW. TO BE PAINTED OUT TO BE NORTH SOUTH LOCATED BEHIND EXISTING BEAM SPRINKLER MAIN AND CABLE TRAY RUNNING ACCESS MAINTENANCE HINGED PANEL FOR OVER SHOWN DASHED EXISTING TIMBER BEAM EXISTING TIMBER COLUMN EXISTING WALL PAINTED TO MATCH RISER STEEL ANGLE SHADOW BETWEEN RISER AND PT1 1150X1400x 470 FCU 470 RA 500X1400x 1150X1400x 470 FCU 470 RA 500X1400x 1150X1400x 470 FCU 470 RA 500X1400x M/A FAN KITCHEN EXHAUST DUCT SERVICES CORRIDOR S/S CLAD MAKE UP AIR DUCT AND FLEXIBLE SERVICES CONNECTION PANELS TO BE REMOVABLE FOR MAINTENANCE RISER OFFSET FROM EXISTING SANDSTONE WALL. FREESTANDING METAL PANEL CLAD SERVICES BEAMS. PAINTED OUT TO BE DISCRETE. RETICULATE NEATLY ABOVE EXISTING TRUSS DETECTORS & ELECTRICAL CABLE TRAY TO FIRE SERVICES (SPRINKLERS/FIRE ALARM/SMOKE CLADDING TO MATCH THE CLADDING OF RISER FCU ENCLOSED IN EXPRESSED METAL PANEL BEHIND RISER FOR SERVICES RETICULATION CONSOLIDATED PENETRATION TO BACK WALL 1 & 2 ZONE PAINTED OUT TO BE DISCRETE ON LEVEL SPRINKLER PIPE RETICULATING WITHIN JOIST LEVELS 1 & 2 JOIST ZONE PAINTED OUT TO BE DISCRETE ON ELECTRICAL CABLE TRAY RETICULATING WITHIN SERVICES CORRIDOR RETICULATE WITHIN SERVICES TRENCH IN HYDRAULIC & ELECTRICAL SERVICES TO PT1 PT1 PT1 PT1 PT1 RISER. RETICULATION OF SERVICES COMING OUT FROM RAISED FLOOR ZONE TO ALLOW FUTURE REQUIRED FOR SUPPORT OF FOOTPATH ABOVE REVEAL EXISTING WALL; STRUCTURAL REVIEW

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Page 1: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

BAY 7

SERVICES RISERK/EM/A

100

800

85030045050490

ELEC.

1075 O

VERALL

50

50VARIES20

100

900 RIS

ER

100

RANT

REFRIGE-

HYD &

801900 RISERVARIES100

1075 O

VERALL

VA

RIE

S

100

900 RIS

ER

100

VARIESVARIES

SERVICES RISERK/EM/AELEC.

RANT

REFRIGE-

HYD &

801900 RISERVARIES100

MO

VED D

OW

N 10000 H R

OA

D LE

VEL

1075 O

VERALL

VA

RIE

S

VARIES 2150 ~ 3100 C.O.S

VARIESVARIES20

100

900 RIS

ER

100

SERVICES RISERK/EM/AELEC.

RANT

REFRIGE-

HYD &

801900 RISERVARIES100

0

Drawing Status

A

EA-A-4902

1:250.25 0.5 0.75 1m

01 LEVEL 3 PLAN-

-

03 GROUND LEVEL PLAN-

-

02 HICKSON ROAD LEVEL PLAN-

-

04 EAST WEST SECTION-

-

FOR CLADDING

RISER SUPPORTS AND SUBSTRUCTURE

CLADDING OF RISER

SHADOW ANGLE FINISHED TO MATCH

CLADDING OF RISER

SHADOW ANGLE FINISHED TO MATCH

02

-

03

-

01

-

FACADE OPENING

FCU AND DUCT WHICH CONNECTS TO THE WEST

TIMBER BOARD CLAD ZONE TO ENCLOSE FAN,

AIR TO MATCH EXISTING DETAIL.

MESH SET BACK FROM FACADE FACE TO INTAKE

CLADDING WITH BOLTS

REMOVABLE EXPRESSED METAL PANEL MINIMISING INTRUSION

LOCATED AT THE BACK OF THE BUILDING

BASE BUILDING SERVICES CONSOLIDATED AND

MP1

MP1

MP2

MP1

MP1

MP1

MP2

PT5

PT5

PT5

TIM2

SS1

TIM2

A 10/05/16 Response to SubmissionsBM

BASE BUILDING SERVICES FITOUT

TYPICAL BAY DETAIL 02

ACOUSTIC INSULATION BEHIND PANELS

TIM1

04

-

01

4901

DISCRETE.

AWAY FROM VIEW. TO BE PAINTED OUT TO BE

NORTH SOUTH LOCATED BEHIND EXISTING BEAM

SPRINKLER MAIN AND CABLE TRAY RUNNING

ACCESS

MAINTENANCE

HINGED PANEL FOR

OVER SHOWN DASHED

EXISTING TIMBER BEAM

EXISTING TIMBER COLUMN

EXISTING WALL PAINTED TO MATCH RISER

STEEL ANGLE SHADOW BETWEEN RISER AND

PT1

1150X1400x 470 FCU

470 RA

500X1400x

1150X1400x 470 FCU

470 RA

500X1400x

1150X1400x 470 FCU

470 RA

500X1400x

M/A FAN

KITCHEN EXHAUST DUCT

SERVICES CORRIDOR

S/S CLAD MAKE UP AIR DUCT

AND FLEXIBLE SERVICES CONNECTION

PANELS TO BE REMOVABLE FOR MAINTENANCE

RISER OFFSET FROM EXISTING SANDSTONE WALL.

FREESTANDING METAL PANEL CLAD SERVICES

BEAMS. PAINTED OUT TO BE DISCRETE.

RETICULATE NEATLY ABOVE EXISTING TRUSS

DETECTORS & ELECTRICAL CABLE TRAY TO

FIRE SERVICES (SPRINKLERS/FIRE ALARM/SMOKE

CLADDING TO MATCH THE CLADDING OF RISER

FCU ENCLOSED IN EXPRESSED METAL PANEL

BEHIND RISER FOR SERVICES RETICULATION

CONSOLIDATED PENETRATION TO BACK WALL

1 & 2

ZONE PAINTED OUT TO BE DISCRETE ON LEVEL

SPRINKLER PIPE RETICULATING WITHIN JOIST

LEVELS 1 & 2

JOIST ZONE PAINTED OUT TO BE DISCRETE ON

ELECTRICAL CABLE TRAY RETICULATING WITHIN

SERVICES CORRIDOR

RETICULATE WITHIN SERVICES TRENCH IN

HYDRAULIC & ELECTRICAL SERVICES TO

PT1

PT1

PT1

PT1

PT1

RISER.

RETICULATION OF SERVICES COMING OUT FROM

RAISED FLOOR ZONE TO ALLOW FUTURE

REQUIRED FOR SUPPORT OF FOOTPATH ABOVE

REVEAL EXISTING WALL; STRUCTURAL REVIEW

Page 2: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

0

Drawing Status

A

1m1:25

0.25 0.5 0.75

EQ EQ EQEQ EQEQ EQEQ

DINING

EXIS

TIN

G B

EA

M

EXIS

TIN

G B

EA

M

EXIS

TIN

G B

EA

M

EXIS

TIN

G B

EA

M

EQEQ

K/EM/A

RANT

REFRIGE-

HYD & ELEC.

FIRE SPRINKLER AND FIRE PIPE PAINTED OUT TO BE DISCRETE

LIGHTING TRACK TO ALLOW FLEXIBLE LIGHTING ARRANGEMENT

TO BE NEATLY LOCATED BETWEEN JOISTS. PAINTED OUT TO BE DISCRETE.

SMOKE DETECTOR, FIRE ALARM, EMERGENCY DETECTOR AND CABLE TRAY

BLACK.

FIXTURES, CABLE TRAYS, PIPES TO BE PAINTED OR POWDERCOATED

JOISTS (CMP POLICY 20 GUIDELINES) WHERE VISIBLE SERVICES

CLEAR AND DISCRETE LOCATION OF SERVICES BETWEEN EXISTING

BUILDING.

POSSIBLE TO MAXIMISE VIEW TO EXISTING

LOCATED AS CLOSE TO THE EXISTING JOIST AS

PROVIDED AS PART OF BASE BUILD. FCU TO BE

BOLTS. FINISHED TO MATCH RISER. FCU

FCU CLAD IN METAL PANEL WITH EXPRESSED

FCU CLADDING TO SPAN BETWEEN JOISTS

EA-A-4903

PT5

PT5

A 10/05/16 Response to SubmissionsBM

TYPICAL GROUND LEVEL RCP

BASE BUILDING SERVICES FITOUT

PAINTED OUT TO BE DISCRETE.

EXITING BEAM AWAY FROM VIEW. TO BE

NORTH-SOUTH TO RETICULATE BEHIND

SPRINKLER MAIN AND CABLE TRAY RUNNING

01

4901

04

4902

EXPOSE EXISTING FLOOR JOISTS

AS MUCH AS POSSIBLE

EXPOSE EXISTING TIMBER FLOOR BOARD

KITCHEN EXHAUST DUCT MAX 3000. VARIES ALONG CORRIDOR.

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

8958

8733

8654

8813

8814

8647

8734

8813

8604

8763

8695

SERVICES RISER

470 RA

500X1400x 1150X1400x 470 FCU

R/A INTAKE PLENUM

DISCRETE

PANEL PAINTED OUT DARK TO BE

TO CONNECT TO FCU CLAD IN METAL

250X300 M/A DUCT & REFRIGERANTS

CONSOLIDATED INTO THE RISER.

ALL REQUIRED SERVICES

EXISTING FABRIC.

BE PATCHED TO MAXIMISE VIEW TO

SERVICES PENETRATION TO WALLS TO

RISER AWAY FROM VIEW. EXISTING

CONSOLIDATED & POSITIONED BEHIND

PENETRATION TO BACK WALL

BEHIND EXISTING BEAM.

WITHIN JOIST WHERE POSSIBLE,

AS CLOSE TO JOIST AS POSSIBLE,

SERVICES TO DISCRETLY RETICULATE

FLEXIBLE SERVICES CONNECTION

REMOVABLE FOR MAINTENANCE AND

SANDSTONE WALL. PANELS TO BE

RISER OFFSET FROM EXISTING

PT1

MP1

PT5

PT5

PT5

02Similar

4902

REQUIRED FOR SUPPORT OF FOOTPATH ABOVE

REVEAL EXISTING WALL; STRUCTURAL REVIEW

Page 3: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15 BM

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

Drawing Status

A

TYPICAL BAY- RESTAURANT

INDICATIVE TENANCY FITOUT PRINCIPALS

EA-A-4905

CMP POLICY 18 GUIDELINE

CMP POLICY 20 GUIDELINE

10/05/16 Response to SubmissionsBMA

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

than imposing a new character.’ early character of the stores, rather

much as possible of the original and

‘Future fit-outs should aim to reveal as

MUCH AS POSSIBLE

FUTURE FIT OUTS TO UTILISE NATURAL VENTILATION AS

SPACED TO BOTH SIDES OF EXISTING COLUMN.

PANELS TO RELATE TO EXISTING JOISTS. EQUALLY

PANELCLADDING TO MATCH BASE BUILD FCU CLADDING.

SUPPLY AIR DUCT ENCLOSED IN EXPRESSED METAL

CLAD IN METAL PANEL PAINTED OUT TO BE DISCRETE.

A/C DUCTS TO BE LOCATED BETWEEN JOISTS AND

VIEW TO EXISTING FABRIC

MINIMISE DUCT RUNS WHERE POSSIBLE TO INCREASE

DOORS

FUTURE FITOUTS TO RETAIN ACCESS TO EXISTING

STRUCTURE AND SPACE

MAXIMUM EXPOSURE OF ORIGINAL

SERVICES

CLEAR & DISCRETE LOCATION OF

rather than fixed elements.’should be designed as free-standing

elements. Where possible, these fittings

have regard to the significance of adjacent

as lights, ceiling fans, heaters, etc, should

‘The design and location of fittings such

DISCRETE.

TO BE CLAD IN METAL AND PAINTED OUT TO BE

BASE BUILD FCU.

CYLINDRICAL MAKE UP AIR DUCTS CONNECTING TO

Page 4: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes0

Drawing Status

A

EA-A-4906

1:250.25 0.5 0.75 1m

01 NORTH SOUTH SECTION- RESTAURANT FITOUT-

-

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

MP1

MP1

SIDES OF EXISTING COLUMN.

EQUALLY SPACED TO BOTH

RELATE TO EXISTING JOISTS.

FCU CLADDING. PANELS TO

CLADDING. FINISHED TO MATCH

BUILD FCU METAL PANEL

CLADDING TO MATCH BASE

EXPRESSED METAL PANEL

SUPPLY AIR DUCT ENCLOSED IN

A 10/05/16 Response to SubmissionsBM

INDICATIVE TENANCY FIT OUT - RESTAURANT

TYPICAL BAY DETAIL 01

4907

-

PAINTED OUT TO BE DISCRETE

DUCTS CLAD IN METAL AND

CYLINDRICAL MAKE UP AIR

BE DISCRETE.

METAL PANEL PAINTED OUT TO

BETWEEN JOISTS AND CLAD IN

A/C DUCTS TO BE LOCATED

BE DISCRETE.

METAL PANEL PAINTED OUT TO

BETWEEN JOISTS AND CLAD IN

A/C DUCTS TO BE LOCATED

GUIDELINES

TO TENANCY FITOUT

BE SELECTED IN ACCORDANCE

HIGH QUALITY FURNITURE TO

BUILDING FABRIC

MAXIMISE VIEW TO EXISTING

FITOUTS TO BE MINIMAL TO

MP2

PT1

MP2

PT1

PT1MP1MATCH RISER.

EXPRESSED METAL PANEL CLADDING TO

MP2

ZONE PAINTED OUT TO BE DISCRETE

A/C DUCT TO RETICULATE WITHIN JOIST

PT5

Page 5: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

2172 (2

100 MIN)

MECH K/E DUCT

ELECTRICAL

HYDRAULICS &

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

BAY 7

Drawing Status

Drawing Status

A

1:250.25 0.5 0.75 1M

UP AIR INTAKE DUCTS TO BE CLAD IN SS

NORTHROP TO CONFIRM SIZE OF MAKE UP AIR DUCT. MAKE

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

0

EXISTING COLUMN.

JOISTS. EQUALLY SPACED TO BOTH SIDES OF

MATCH. PANELS TO RELATE TO EXISTING

FCU METAL PANEL CLADDING. FINISHED TO

METAL PANELCLADDING TO MATCH BASE BUILD

SUPPLY AIR DUCT ENCLOSED IN EXPRESSED

OUT TO BE DISCRETE.

JOISTS AND CLAD IN METAL PANEL PAINTED

A/C DUCTS TO BE LOCATED BETWEEN

VIEW TO EXISTING BUILDING FABRIC

FITOUTS TO BE MINIMAL TO MAXIMISE

GUIDELINES

TO TENANCY FITOUT

BE SELECTED IN ACCORDANCE

HIGH QUALITY FURNITURE TO

EA-A-4907

MP1

MP2

PT5

TIM2

SS1

TIM2

PT5

PT5

MP1

MP2

PT5

A 10/05/16 Response to SubmissionsBM

TYPICAL BAY DETAIL 02

INDICATIVE TENANCY FITOUT - RESTAURANT

01

4906

PAINTED OUT TO BE DISCRETE

CONNECTING TO FCU CLAD IN METAL AND

CYLINDRICAL MAKE UP AIR DUCTS

INTAKE AIR TO MATCH EXISTING DETAIL.

MESH SET BACK FROM FACADE FACE TO

210

2400

100

EX. JOIST

1150X1400x 470 FCU

470 RA

500X1400x

1150X1400x 470 FCU

470 RA

500X1400x

470 RA

500X1400x 1150X1400x 470 FCU

S/A DUCT

500x400

S/A DUCT

500x400

MP1

PT1

MP1

PT1

MP1

PT1

PT1

PT1

M/A FAN

Page 6: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

0

Drawing Status

A

1m1:25

0.25 0.5 0.75

SERVICES CORRIDOR

CL

EQ EQ EQEQ EQEQ EQEQ

EQ

EQ

EQ

EQ

DINING

EXIS

TIN

G B

EA

M

EXIS

TIN

G B

EA

M

EXIS

TIN

G B

EA

M

EXIS

TIN

G B

EA

M

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

EQEQ

K/EM/A

RANT

REFRIGE-

HYD & ELEC.

SIDES OF EXISTING COLUMN.

EQUALLY SPACED TO BOTH

RELATE TO EXISTING JOISTS.

FCU CLADDING. PANELS TO

CLADDING. FINISHED TO MATCH

BASE BUILD FCU METAL PANEL

PANELCLADDING TO MATCH

EXPRESSED METAL

SUPPLY AIR DUCT ENCLOSED IN

EA-A-4908

A 10/05/16 Response to SubmissionsBM

MAX DUCT SIZE 3000. VARIES ALONG CORRIDOR

INDICATIVE TENANCY FITOUT DETAIL

TYPICAL GROUND LEVEL RCP

4907

01

4906

-

MP1 PT1

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

8958

8733

8654

8813

8814

8647

8734

8813

8604

8763

8695

SERVICES RISER

470 RA

500X1400x 1150X1400x 470 FCU

R/A INTAKE PLENUM

DUCT

AIR

SUPPLY

400X500

FABRIC

DISCRETE MAXIMISING VIEWS TO EXISTING

AND CLAD IN METAL PANEL PAINTED OUT TO BE

A/C DUCTS TO BE LOCATED BETWEEN JOISTS

Page 7: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15 BM

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

PAVE3

Refer to Appendix 2- Materials Board for finishes

Drawing Status

A

TYPICAL BAY-KITCHEN

INDICATIVE TENANCY FITOUT PRINCIPALS

EA-A-4910

10/05/16 Response to SubmissionsBMA

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

WALLS TO ALLOW EXISTING SANDSTONE TO BREATH.

KITCHEN WALLS OFF SET FROM EXISTING SANDSTONE

NEW RAISED FLOOR FINISH LEVEL

KITCHEN HYDRAULIC SERVICES TO RETICULATE BELOW

imposing a new character.

character of the stores, rather than

much as possible of the original and early

‘Future fit-outs should aim to reveal as

CLAD IN METAL PANEL PAINTED OUT TO BE DISCRETE.

A/C DUCTS TO BE LOCATED BETWEEN JOISTS AND

GLAZED KITCHEN WALLS TO EXPOSE EXISTING FABRIC

RETAIN ACCESS TO EXISTING DOOR

STRUCTURE

ALLOW CONTINUED ARTICULATION OF EXISTING

SERVICES TO SPAN BETWEEN EXISTING BEAMS TO

DROP DOWN CEILING TO ACCOMODATE KITCHEN

VENTILATION WHERE POSSIBLE

UTILISE EXISTING WINDOWS FOR NATURAL

CMP POLICY 20 GUIDELINE

CMP POLICY 18 GUIDELINE

FABRIC

POSSIBLE TO EXPOSE ORIGINAL

CEILINGS TO BE RAISED WHERE

FABRIC

RAISED FLOOR TO PROTECT ORIGINAL

CMP POLICY 20 GUIDELINE

CMP POLICY 18 GUIDELINE

STRUCTURE AND SPACE

MAXIMUM EXPOSURE OF ORIGINAL

CMP POLICY 20 GUIDELINE

FLOOR TO MAXIMISE VIEW OF EXISTING FABRIC

RETICULATE HYDRAULIC SERVICES BELOW FINISH

SERVICES

CLEAR SEPARATION OF KITCHEN

SERVICES

CLEAR AND DISCRETE LOCATION OF

Page 8: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes0

Drawing Status

A

EA-A-4911

1:250.25 0.5 0.75 1m

LOUVRES AT WESTERN FACADE

S/S CLAD DUCT TO CONNECT TO THE

MP1

S/S

01 NORTH SOUTH SECTION- KITCHEN FITOUT-

-

SANDSTONE WALLS

TO ALLOW VIEW TO EXISTING

GLASS WALLS TO KITCHENS

EXISTING WINDOWS

VENTILATION THROUGH

TO ALLOW NATURAL

OPENINGS TO KITCHEN WALL

EXISTING DOORS

TO ALLOW ACCESS TO

OPENINGS TO KITCHEN WALL

A 10/05/16 Response to SubmissionsBM

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

TYPICAL BAY DETAIL 01

INDICATIVE TENANCY FIT OUT - KITCHEN

PAINTED OUT TO BE DISCRETE

DUCTS CLAD IN METAL AND

CYLINDRICAL MAKE UP AIR

SANDSTONE WALL

TO BE SET BACK FROM EXISTING

CEILINGS AND WALL FINISHES

ORIGINAL FABRIC (CMP POLICY 20)

RAISED FLOOR TO PROTECT

LOCATION

INDICATIVE KITCHEN HOOD

STANDARDS

4674 FOOD PREMISE

KITCHEN TO COMPLY WITH AS

SEALED CEILING OVER

BE DISCRETE.

METAL PANEL PAINTED OUT TO

BETWEEN JOISTS AND CLAD IN

A/C DUCTS TO BE LOCATED

STRUCTURE

ARTICULATION OF EXISTING

BEAMS TO ALLOW CONTINUED

TO SPAN BETWEEN EXISTING

ACCOMODATE KITCHEN SERVICES

DROP DOWN CEILING TO

THE DROP DOWN CEILING

SHOULD NOT BE DEEPER THEN

DARK TO BE DISCRETE. DUCT

IN METAL PANEL AND PAINTED

BEAMS TO BE NEATLY CLAD OUT

ANY DUCTS RUNNING BELOW

RAISED FLOOR ZONE

RETICULATE WITHIN THE

HYDRAULICS SERVICES TO

ORIGINAL FABRIC (CMP POLICY 20)

RAISED FLOOR TO PROTECT

NEW FINISH FLOOR ZONE

RETICULATE WITHIN THE

HYDRAULICS SERVICES TO

ZONE PAINTED OUT TO BE DISCRETE

A/C DUCT TO RETICULATE WITHIN JOIST

PT5

SANDSTONE WALL

EXISTING

BE SET BACK FROM

WALL FINISHES TO

CEILINGS AND

STRUCTURE

ARTICULATION OF EXISTING

BEAMS TO ALLOW CONTINUED

TO SPAN BETWEEN EXISTING

ACCOMODATE KITCHEN SERVICES

DROP DOWN CEILING TO

4912

-

DASHED

DROP DOWN CEILING SHOWN

KITCHEN EXHAUST DUCT WITHIN

DOWN CEILING SHOWN DASHED

SUPPLY AIR DUCT WITHIN DROP

Page 9: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

2172 (2

100 MIN)

ELECTRICAL

HYDRAULICS &

FW

Drawing Status

Drawing Status

EA-A-4912

A

1:250.25 0.5 0.75 1M

K/E

700X450

MECH K/E DUCT

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

0

SEEM TO WORK AT SOME INSTANCES.

REQUIRED FOR ALL THE PLENUM/DUCTS/FCU/RA DOESN'T

CLASH OF R/A WITH EXISTING BEAM. THE DISTANCE

K/E

700X450

ORIGINAL FABRIC (CMP POLICY 20)

RAISED FLOOR TO PROTECT

WITH AS 4674 FOOD PREMISE STANDARDS

SEALED CEILING OVER KITCHEN TO COMPLY

INDICATIVE KITCHEN HOOD LOCATION

TO EXISTING SANDSTONE WALLS

GLASS WALLS TO KITCHENS TO ALLOW VIEW

BACK FROM EXISTING SANDSTONE WALL

CEILINGS AND WALL FINISHES TO BE SET

ARTICULATION OF EXISTING STRUCTURE

EXISTING BEAMS TO ALLOW CONTINUED

KITCHEN SERVICES TO SPAN BETWEEN

DROP DOWN CEILING TO ACCOMODATE

WITHIN THE RAISED FLOOR ZONE

HYDRAULICS SERVICES TO RETICULATE

NOT BE DEEPER THEN THE DROP DOWN CEILING

PAINTED DARK TO BE DISCRETE. DUCT SHOULD

NEATLY CLAD OUT IN METAL PANEL AND

ANY DUCTS RUNNING BELOW BEAMS TO BE

WITHIN THE NEW FINISH FLOOR ZONE

HYDRAULICS SERVICES TO RETICULATE

AIR TO MATCH EXISTING DETAIL.

MESH SET BACK FROM FACADE FACE TO INTAKE

10/05/16 Response to SubmissionsBMA

TYPICAL BAY DETAIL 02

INDICATIVE TENANCY FITOUT - KITCHEN

01

4911

INDICATIVE KITCHEN BENCH LOCATION

INDICATIVE KITCHEN HOOD LOCATION

AND PAINTED OUT TO BE DISCRETE

CYLINDRICAL MAKE UP AIR DUCTS CLAD IN METAL

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

BAY 7

2600

50

250

2100 TIG

HT H

EA

DRO

OM

250

2400

1150X1400x 470 FCU470 RA

500X1400x

600X500

K/E470 RA

500X1400x 1150X1400x 470 FCU

1150X1400x 470 FCU 470 RA

500X1400x

FAN

PLENUM

400X500

DUCT

400X500

DISCRETE.

CLAD IN METAL PANEL PAINTED OUT TO BE

A/C DUCTS TO BE LOCATED BETWEEN JOISTS AND

Page 10: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

SETBA

CK

SETBACK

SETBA

CK

0

Drawing Status

A

EA-A-4913

1:250.25 0.5 0.75 1m

TO BREATH

SANDSTONE WALL TO ALLOW EXISTING STONE WALL

KITCHEN WALLS TO BE SET OFF THE EXISTING

AS MUCH AS POSSIBLE (CMP POLICY 18)

TENANCY FITOUT TO REVEAL EXISTING FABRIC

TO EXISTING FLOOR

LEVEL 03 FOR SERVICES RETICULATION TO MINIMISE IMPACT

RAISED KITCHEN FLOORS FOR HICKSON ROAD LEVEL AND

CONSTRUCTION AND FIT OUT OF FOOD PREMISE

KITCHEN FITOUT TO COMPLY WITH AS 4674-2004

EXISTING DOORS TO BE RETAINED (CMP POLICY 18)

CO

RRID

OR

SERVIC

ES

FLOOR TO MAXIMISE VIEW TO EXISTING FABRIC

HYDRAULIC SERVICES RETICULATION BELOW NEW FINISH

FURNITURE SELECTION

TO TENANCY FITOUT GUIDE FOR FUTURE TENANT

SELECTION OF HIGH QUALITY FURNITURES. REFER

MUCH AS POSSIBLE

EXISTING SANDSTONE WALLS REVEALED AS

FLOOR WHEN KITCHEN IS REQUIRED.

TO RETICULATE BELOW RAISED KITCHEN

RISER AT HIGH LEVEL. HYDRAULIC SERVICES

ELECTRICAL SERVICES TO RETICULATE FROM

MECHANICAL SERVICES, FIRE SERVICES AND

POSSIBLE

ORDER TO INCREASE CEILING HEIGHT WHERE

REDUCE PIPE AND DUCT RETICULATION IN

KITCHEN FITOUT TO BE ARRANGED TO

10/05/16 Response to SubmissionsBMA

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

TYPICAL BAY GROUND LEVEL PLAN

INDICATIVE TENANCY FITOUT - KITCHEN

01

4911

4912

-

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15 BM

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

FWFW

DINING KITCHEN

8958

8733

8654

8813

8814

8647

8734

8813

8604

8763

8695

SERVICES RISER

02

4902

REQUIRED FOR SUPPORT OF FOOTPATH ABOVE

REVEAL EXISTING WALL; STRUCTURAL REVIEW

Page 11: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

KITCHEN EXHAUST DUCT MAX 3000. VARIES ALONG CORRIDOR

0

Drawing Status

A

EA-A-4914

10/05/16 BMA Response to Submissions 1m1:25

0.25 0.5 0.75

EXIS

TIN

G B

EA

M O

VER

SERVICES CORRIDORDINING

NOT INCLUDED AS PART OF THIS APPLICATION.

SUBJECT TO A SEPARATE DA APPLICATION.

INDICATIVE TENANCY FITOUT SHOWN IN BLUE

NOTE:

K/EM/A

RANT

REFRIGE-

HYD & ELEC.

RETICULATION BEHIND

LOCATING FCU ALLOWING KITCHEN EXHAUST

OF BASE BUILD TO ALLOW FLEXIBILITY IN

ISOLATION VALVE TO FCU PROVIDED AS PART

EXISTING JOISTS (CMP POLICY 20 GUIDELINES)

CLEAR AND DISCRETE LOCATION OF SERVICES BETWEEN

PAINTED OUT TO BE DISCRETE

BETWEEN JOISTS AND CLAD IN METAL PANEL

A/C DUCTS BY FUTURE TENANT TO BE LOCATED

WITH AS 4674 FOOD PREMISE STANDARDS

SEALED CEILING OVER KITCHEN TO COMPLY

HEIGHT

EXISTING BEAMS AND TO INCREASE CEILING

REDUCE DUCT RETICULATING BELOW

SHOWN DASHED. POSITION SERVICES TO

POSSIBLE KITCHEN EXHAUST LOCATION

TYPICAL GROUND LEVEL RCP

INDICATIVE TENANCY FITOUT - KITCHEN

01

4911

4912

-

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

16/10/15

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

DRAFT

Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

Department.

All drawings are based on Survey Information Provided by SHFA & NSW Public Works

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

8958

8733

8654

8813

8814

8647

8734

8813

8604

8763

8695

SERVICES RISER

SETBACK

1150X1400x 470 FCU

470 RA

500X1400x

R/A INTAKE PLENUMCLA

D

S/A D

UCT

DUCT

AIR

SUPPLY

400X500

KITCHEN

THE DROP DOWN CEILING

DISCRETE. DUCT SHOULD NOT BE DEEPER THEN

IN METAL PANEL AND PAINTED DARK TO BE

DUCTS BELOW BEAMS TO BE NEATLY CLAD OUT

FROM EXISTING SANDSTONE WALL

CEILINGS AND WALL FINISHES TO BE SET BACK

ARTICULATION OF EXISTING STRUCTURE

EXISTING BEAMS TO ALLOW CONTINUED

DROP DOWN CEILING TO SPAN BETWEEN

SETBA

CK

Page 12: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

EXTG. LEVELS MINIMUM

PROTECTION ZONE TO REMAIN AS PER

NOTE, ALL LEVELS WITHIN THE TREE

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

Survey Note:

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Project Manager & Quantity Surveyor Structural & Civil Engineer

0 1 2 4 6 10m

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

16/10/15 BM

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1

A EA Drawings

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes

1910

ALONG HICKSON ROAD

NEW ASPHALT PAVEMENT

ALONG HICKSON ROAD

NEW ASPHALT PAVEMENT

TREADS RECOVERED FROM SITE

STAIRS REBUILT USING EXISTING STAIR

TREADS RECOVERED FROM SITE

STAIRS REBUILT USING EXISTING STAIR

EXISTING TREE TO BE REMOVED

ENTRY TO MATCH EXISTING

COBBLE PAVING ON EXTENDED DRIVEWAY

ENGINEERS DRAWINGS

NEW ROAD ALIGNMENT TO CIVIL

AND PROTECTED

EXISTING FIG TREE RETAINED

ENGINEERS DRAWINGS

TRENCH DRAIN TO CIVIL

HICKSON ROAD

GEORGE STREET

TREE MASTERPLAN FOR PRECINCT 2 - THE ROCKS & MILLERS POINT

PROPOSED TREES ALONG HICKSON ROAD TO MATCH CoS STREET

2.90

2.87

2.08

2.05

2.07

2.04

2.76

5.62

5.796.65 6.40

4.84

THROUGH INTERPRETATIVE PAVING INLAYS

EACH STORE BAY WILL BE HIGHLIGHTED

TO BE CONTINUED IN ADJACENT WORKS

DELINEATING HISTORIC SHORELINE.

CIRCULAR BRONZE PAVING INLAY

LIMIT OF WORKS

LIMIT OF WORKS

LIMIT O

F W

ORKS

TREE MASTERPLAN FOR PRECINCT 2 - THE ROCKS & MILLERS POINT

PROPOSED TREES ALONG HICKSON ROAD TO MATCH CoS STREET

PAVING IN DINING ZONE

SMALL STONE FLAG

ALONG EDGE OF BUILDING

STONE COBBLE PAVING

THE EDGE OF BUILDING

EDGING PAVERS ALONG

HERITAGE STYLE STONE

PAVERS ALONG THE EDGE OF BUILDING

HERITAGE STYLE STONE EDGING

PAVERS ALONG THE EDGE OF WALL

HERITAGE STYLE STONE EDGING

LIMIT O

F W

ORKS

BLOCKS RECOVERED FROM SITE

SIGNIFICANCE REBUILT USING SANDSTONE

SANDSTONE WALL WITH NO HERITAGE

EXISTING TRACHYTE KERB RETAINED

STANDARD DETAIL

NEW KERB CONSTRUCTED TO CoS

AUSTRALIAN STANDARD 1428.1

CROSSING AND RAMPS TO MEET

COBBLE PAVING ON RAISED PEDESTRIAN

EXISTING TRACHYTE KERB RETAINED

TO CoS STANDARD DETAIL

NEW KERB CONSTRUCTED

ROSEMARY OR LILLYPILLY

CONCRETE PLANTERS SUCH AS COASTAL

LOW HEDGE IN REMOVABLE PRECAST

SIGNIFICANCE MODIFIED TO MATCH UPGRADED STREET

EXISTING SANDSTONE WALL WITH NO HERITAGE

CROSSING MARKING TO ROAD DESIGN DETAILS

Drawing Status

EA-L-1001

1:200

LANDSCAPE PLAN

C

01

L-4101

10/05/16 BMB Response to Submissions1:500

GRANITE STEPS TO BAY 12

ARCHITECTS DETAIL

WIND BARRIER TO

ARCHITECTS DETAIL

GLASS BALUSTRADE TO

21/10/16 BMC

OF AWNING ABOVE

STRUCTURAL COLUMN

SEATING BLOCK

PRECAST CONCRETE

DDA PLATFORM LIFT

BB B B B B B B

BUXUS SEMPERVIRENS

LOW HEDGE SUCH AS

TOLERANT ALTERNATIVE

AUSTRALE 'Elite' OR SHADE

HEDGE SUCH AS SYZYGIUM

ALTERNATIVE

OR SHADE TOLERANT

SYZYGIUM AUSTRALE 'Elite'

LOW HEDGE SUCH AS

TOLERANT ALTERNATIVE

'Elite' OR SHADE

SYZYGIUM AUSTRALE

LOW HEDGE SUCH AS

INDICATORS

HANDRAIL AND TACTILE

STAINLESS STEEL

GRANITE COBBLE

'AUSTRAL BLACK'

PAVING

MATCH CoS STANDARD

GRANITE BANDING TO

1788 SHORELINE BRONZE INLAYS

Revision to Bay 12

TREE PROTECTION ZONE R12.8 METERS

EXTENT OF PERMEABLE PAVING

DASHED LINE INDICATES

ROOT ZONE OF TREE.

PERMEABLE PAVING WITHIN

SUBJECT TO SEPARATE PLANNING APPLICATIONWORKS BY OTHERS SHOWN HATCHED

REMOVED

EXISTING TREE TO BE

NEW CoS BOLLARDS

GRANITE COBBLE

'AUSTRAL BLACK'

Page 13: SERVICES RISER - majorprojects.planningportal.nsw.gov.au

Copyright on this drawing retained by the Architect.

The Architect to be immediately notified of any discrepancies.

To be read in conjunction with all other Consultant's drawings.

Do not scale from drawing. Use marked dimensions.

1011987654321

Drawing NumberJPW Project Number

Scale / North Point: Key Plan Drawing Title

Revision

Rev Date App Revision or reason for issue

www.jpw.com.au

Facsimile +61 2 9259 5999

Telephone +61 2 9259 5900

Sydney NSW 2000, Australia

95 Pitt Street

Level 10, Plaza Building, Australia Square

Johnson Pilton Walker Pty Ltd ACN 095 778 886

Architect Client Project Title

www.ttw.com.au

Telephone +61 2 9439 7288 Facsimile +61 2 9439 3146

Level 3, 48 Chandos Street St Leonards NSW 2065

Taylor Thomson Whitting Consulting Engineers

CkdServices Engineer

www.altusgroup.com

Telephone +61 2 9283 7311

The Podium Building, 1 Market Street, Sydney NSW 2000

Altus Page Kirkland

Suite 301, 35 Lime St, Sydney NSW 2000

Tallawoladah Pty Ltd

Drawing NumberJPW Project Number

Drawing Title

RevisionDrawing Status

12006

Existing Works

New Works

Project Manager & Quantity Surveyor Structural & Civil Engineer

http://www.northrop.com.au

Telephone +61 2 9241 4188 Facsimile +61 2 9241 4324

Level 11, 345 George Street, Sydney, NSW 2000

Northrop Consulting Engineers Pty Ltd.

EA

Infills to existing opening

PAVE1

PAVE2

GL1

Key

PAVE4

ASPHLT

PAVE5

GL2

SP1

MP2

MP1

SS1

PT1 Indicative Fit out design (not part of the scope of works)

Materials Key

ST1

GB1

GB2

CONC1

TIM2

CONC2

TIM1

GL3

TILE1

PT5

BL1GL4

TR2

TILE2

TILE3

SL

MS

GLT

PC

@ A3

'B2041_cloud'

For adjacent buildings used:

'B2041_2004'

'B1949-B-Markups'

'B1949-REV C'

Surveys used:

RL 0.00 AHD is assumed to correlate to Fort Denison -0.925m.

Where tide levels have been provided registered to 'Fort Denison' levels,

Surveys are orientated to MGA North point, and AHD Datum.

roof ridge level.

SHFA, to form the basis for the floor levels of level 01 and 02 as well as the

Drawings are based on As built drawings and Survey Information provided by

Survey Note:

@ B1,

PAVE3

Refer to Appendix 2- Materials Board for finishes0

Drawing Number

RevisionRevisionDrawing Status

12006

EA-L-4101

A

0.2 0.4 0.6 1M1:20

LANDSCAPE DETAILS

01 SECTION 01SCALE 1:20

-

10/05/16 BMA Response to Submissions

1:50

HERITAGE STYLE STONE EDGING PAVERS ALONG THE EDGE OF BUILDING

EXISTING TRACHYTE KERB RETAINED

TO ARCHITECTURAL DRAWINGS

NEW BUILDING STRUCTURE AND WATERPROOFING

300

EXISTING SANDSTONE WALL OF CAMPBELL'S STORES BUILDING

ISOLATION JOINT BETWEEN STONE EDGING PAVERS AND SANDSTONE WALL

MINIMUM 1:100 FALL AWAY FROM BUILDING

NEW ASPHALT PAVEMENT

CONSTRUCTED TO CoS STANDARD DETAILS

NEW STONE KERB AND CONCRETE GUTTER