h rch thomas street ma u 8 laneway

SV

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H

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CLEAR

KEEP

A1

20/08/2009

06T P14CG1091711:500 @ A1

DMDM

JPM

JPMDMP1

MAITLAND ROAD

CH

URC

H S

TREET

McMULLIN GROUP PTY LTD

MAYFIELD PLACE

NSW

MAYFIELD (NEWCASTLE)

PROPOSED FUNCTIONAL LAYOUT

OPTION 4

#16

#2

R1-2

#2#16

R2-14(L)

GIVEWAY

ONLY

SIGN SCHEDULE

STOP LOCATION.

PROPOSED BUS

PROPOSED SHOPPING CENTRE

THOMAS STREET

LANEWAY

#17

#17

#18

#17

#17

EXITING

VEHICLES

CAUTION

#17 #18PEDESTRIANS

TO

GIVEWAY

20-08-09

ISSUED FOR INFORMATION

P2 CLIENT COMMENTS DM JPM

JPMJCS08.09.09 GENERAL AMENDMENTSP3

21.08.09

20.08.09

JPMJCS09.02.10 COUNCIL COMMENTSP4

(PROPOSED)

N.S

#16

#16

JPMJCS10.02.10 CLIENT COMMENTSP5

CMJCS06.05.10P6

(E)

N.S.

(E)

PARKING

(E)

N.S.

(E)

BUS ZONE

(E)

PARKING

(E)

N.S

(E)

PARKING

(E)

N.S

(E)

N.S.

(E)

BUS ZONE

(E)

N.S.

(E)

PARKING

(E)

BUS ZONE

GENERAL AMENDMENTS

8.0R

8.0R4.0R

8.5

R

FENCE

PROPOSEDGATE

PROPOSED

CMDM04.06.10 LOADING BAY MODIFICATIONP7

JPMDM05.10.10 GENERAL AMENDMENTSP8

#19

#19

0.9

(PROPOSED)

N.S.

BUS STOP

EXISTING

(E)

N.S.

(PR

OP

OS

ED)

N.S

(PR

OP

OS

ED)

N.S

CLEAR

INTERSECTION

KEEP

#20

#20

P9 08.10.10 CLIENT COMMENTS DM JPM

(PROPOSED)

N.S.

(PROPOSED)

BUS ZONE

(PROPOSED)

N.S.

JPMDM03.11.10P14

FENCE

PEDESTRIAN

PROPOSED

3.6

3.0

2.8

2.8

3.0

3.7

30.0

110.0

3.7

3.0

AS SHOWN

RECONSTRUCT ISLAND

30.0

25.0

CONCRETE ISLAND

PROPOSED

9.ALL WORKS SHALL BE DESIGNED AND CONSTRUCTED TO RTA AND COUNCIL SATISFACTION. TO RTA OR COUNCIL.8.ALL WORKS IS TO BE COMPLETED AT FULL COST TO THE DEVELOPER AND AT NO COST APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING ONSITE.7.CONSTRUCTION MANAGEMENT PLANS TO BE PREPARED AND SUBMITTED FOR REVIEW AND STANDARDS AND TO RTA AND COUNCIL REQUIREMENTS DURING DETAILED DESIGN.6.STREET LIGHTING TO BE UPGRADED IN ACCORDANCE WITH RELEVANT AUSTRALIAN5.ALL REDUNDANT DRIVEWAYS ON MAITLAND ROAD TO BE REINSTATED AS KERB. AND RESTRICTED TO LEFT IN / LEFT OUT ONLY. 4.LIGHT & HEAVY VEHICLE ACCESS ON MAITLAND ROAD TO BE CONSTRUCTED AS DRIVEWAYS LOCAL ROAD - CHURCH & NILE STREET (50KM/H)3.DECLARED ROAD - MAITLAND ROAD (60KM/H)2.ALL DIMENSIONS TO FACE OF KERB AND CHANNEL U.N.O1.BASE INFORMATION SUPPLIED BY PARKER SCANLON PTY,REF No. B131-DET-D

PAVEMENT AND CIVIL WORKS

INCLUDING REQUIRED CABLING,

AS PART OF SIGNAL WORKS;

LED LANTERN UPGRADE

OR SIMILAR

OMNI-STOP BOLLARDS

PROPOSED

3.2

3.0

2.1

(PROPOSED)

N.S.

NIL

E S

TREET

3.3

4.8

CHANNELKERB ANDPROPOSED

BOLLARDS

PROPOSED

2.8

3.0

3.4

5

3.4

5

3.0

3.5

3.5

0.6

#21

#22

FOOTPATH

PEDESTRIAN

R5-35(L)

#21

R6-4

#19

R5-35(R)

#228t

LIMIT

LOAD

GROSS

(PR

OP

OS

ED)

15.0

m

N.S

0.9

6.0R

4.0

R

UPDATED BASE PLAN

GENERAL NOTES

3/11/2010

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NOT TO BE USED FOR CONSTRUCTION PURPOSES

Authorised:

Issue:Sht:Dept:Job:

Mel. Ref

Date :Drawn:

Scale :

Designer:

Checked:

Title:

Location:

Client:

Name:Project

Number

DrawingSize:

Date:Issue: Description: Approved: By:

WARNING

EXACT POSITION SHOULD BE PROVEN ON SITE.

SHOWN ARE APPROXIMATE ONLY AND THEIR

THE LOCATIONS OF UNDERGROUND SERVICES

BEWARE OF UNDERGROUND SERVICES

PRELIMINARY

Consulting Engineers

Cardno Victoria Pty Ltd ABN 47 106 610 913

150 Oxford Street Collingwood, VIC 3066

Tel: 03 8415 7777 Fax: 03 8415 7788

[email protected] www.cardno.com.au

Cardno Grogan Richards.

be reproduced or copied in whole or in part, in any form, without the written approval of

Copyright of this drawing is vested in Cardno Grogan Richards and the drawing shall not

Structural, Civil, Hydraulic, Land Surveying, Traffic & Transportation

GENERAL NOTES

3/11/2010

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Authorised:

Issue:Sht:Dept:Job:

Mel. Ref

Date :Drawn:

Scale :

Designer:

Checked:

Title:

Location:

Client:

Name:Project

Number

DrawingSize:


WARNING





PRELIMINARY




Tel: 03 8415 7777 Fax: 03 8415 7788






SV

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5.86

H

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CLEAR

KEEP

A1

20/08/2009

07T P3

CG1091711:500 @ A1

DMDM

JPM

JPMDMP1

MAITLAND ROAD

NIL

E S

TREET

CH

URC

H S

TREET


MAYFIELD PLACE

NSW


COMMERCIAL ACCESS STRATEGY


THOMAS STREET

LANEWAY

20-08-09

ISSUED FOR INFORMATION08.10.10

MAYFIELD PLACE

THOMAS STREET

- SUBJECT TO A LOADING MANAGEMENT PLAN

- ALDI TYPICAL: 1 SEMI TRAILER PER DAY WITH CONTROL ON ROUTE (SEE APPENDIX)

- ALDI AND 4 SPECIALITIES

THOMAS STREET LOADING DOCK

- LEFT IN/OUT ACCESS ARRANGEMENT ONTO MAITLAND ROAD

- COLES, KIOSKS AND APPROX. 20 SPECIALITIES

MAITLAND ROAD LOADING DOCK

LEFT IN

LEFT OUT

P2 15.10.10 RTA COMMENTS DM JPM

P3 03.11.10 UPDATED BASE PLAN DM JPM

GENERAL NOTES

3/11/2010

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Authorised:

Issue:Sht:Dept:Job:

Mel. Ref

Date :Drawn:

Scale :

Designer:

Checked:

Title:

Location:

Client:

Name:Project

Number

DrawingSize:


WARNING





PRELIMINARY




Tel: 03 8415 7777 Fax: 03 8415 7788






SV

H

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H

SV

H

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5.86

H

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CLEAR

KEEP

A1

20/08/2009

08T P3

CG1091711:500 @ A1

DMDM

JPM

JPMDMP1

MAITLAND ROAD

NIL

E S

TREET

CH

URC

H S

TREET


MAYFIELD PLACE

NSW




THOMAS STREET

LANEWAY

20-08-09


THOMAS STREET




LEFT IN

LEFT OUT

THOMAS STREET LOADING MANAGEMENT PLAN

- NO CARS TO EXIT BASEMENT TO THOMAS STREET

- LOADING OPEN AND OPERATIONAL

PERIOD: CENTRE OPENING TO 10.30AM


RIGHT IN

RIGHT OUT

RIGHT INLEFT OUT

NO EXIT



GENERAL NOTES

3/11/2010

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Authorised:

Issue:Sht:Dept:Job:

Mel. Ref

Date :Drawn:

Scale :

Designer:

Checked:

Title:

Location:

Client:

Name:Project

Number

DrawingSize:


WARNING





PRELIMINARY




Tel: 03 8415 7777 Fax: 03 8415 7788






SV

H

H

H

H

SV

H

H

5.86

H

H

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SV

H

H

SV

H

H

SV

H

CLEAR

KEEP

A1

20/08/2009

09T P3

CG1091711:500 @ A1

DMDM

JPM

JPMDMP1

MAITLAND ROAD

NIL

E S

TREET

CH

URC

H S

TREET


MAYFIELD PLACE

NSW




THOMAS STREET

LANEWAY

20-08-09


THOMAS STREET




LEFT IN

LEFT OUT


- NO RESTRICTIONS TO EGRESS FROM BASEMENT TO THOMAS STREET

- LOADING DOCK CLOSED AND NON-OPERATIONAL

PERIOD: 10.30AM TO CENTRE CLOSING


CLOSED

LOADING DOCK



reliance by third party on the content of this document.

whatsoever to any third party arising out of any use or

not and shall not assume any responsibility or liability

with the terms of the retainer. Cardno Victoria Pty Ltd does

solely for the benefit of and use by the client in accordance

This document is produced by Cardno Victoria Pty Ltd

Cardno Victoria Pty Ltd All Rights Reserved. ªPRELIMINARY

ScaleDate Size

Designed

Reviewed

Drawn

Checked

Approved

Datum

Status

Client

Project

Title

Drawing Number Revision

Rev Date Description Drawn Appr.

WARNINGBEWARE OF UNDERGROUND SERVICES




3/11/2010

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Tel: +61 3 8415 7777 Fax: +61 3 8415 7788

[email protected] www.cardnogroganrichards.com.au

SV

H

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H SVH

HSVH

CLEARKEEP

1:250 A1

P3T 10

DM JPM

0 5

P1 15.10.10

15.10.2010

CG109171

McMULLIN GROUP PTY LTDMAYFIELD PLACE

NSW


PROPOSED FUNCTIONAL LAYOUT

MAITLAND RD / CHURCH ST / NILE ST

DM

DM

JPM

JPM

JPMSCALE: 1:250 @ A1

2.5 10

ISSUED FOR INFORMATION

3.7

3.0

2.8

3.7

3.0

110.0m STORAGE + 30.0m TAPER

EXISTING BUS BAY

EXISTING BUS BAYMAITLAND ROAD

CH

UR

CH S

TREET

NIL

E S

TREET

THOMAS ST

REET

LIGHT VEHICLE ACCESS

PROPOSED

CONCRETE ISLAND

PROPOSED

OR SIMILAR

OMNI-STOP BOLLARDS

PROPOSED

PAVEMENT AND CIVIL WORKS

INCLUDING REQUIRED CABLING,

AS PART OF SIGNAL WORKS;

LED LANTERN UPGRADE

P2 28.10.10 GENERAL AMENDMENTS DM JPM

25.0m TAPER 30.0m STORAGE

2.8

3.0

3.4

5

3.0

3.4

5

0.9

0.9


3/11/2010

1:17:4

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CLEAR

KEEP

SCALE - 1:250 @ A3 DATE - 03-11-2010

CH

UR

CH S

TR

EE

T

NIL

E S

TR

EE

T

MAITLAND ROAD

(0.6m CLEARANCE AS SHOWN)

19m VEHICLE SWEPT PATHS

13.70

1.60 5.30

4.20

0.20

1.40 9.50

Articulating Angle

Lock to Lock Time

:2.50Trailer Width Steering Angle

Tractor Track

Trailer Track

:2.50

2.50:

Tractor Width

S ARTICULATED 19M

2.50:

meters

27.7:

70.0:

6.0:

19m VEHICLE SWEPT PATH ANALYSIS (0.6m CLEARANCE AS SHOWN)


19m VEHICLE SWEPT PATHS

CG109171SK16 - MAYFIELD PLACE, NEWCASTLE (NSW)

3/11/2010

1:21:03 P

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KEEP

SCALE - 1:250 @ A3 DATE - 03-11-2010

SWEPT PATH ANALYSIS (CLEARANCE AS SHOWN)

CH

UR

CH S

TR

EE

T

NIL

E S

TR

EE

T

MAITLAND ROAD


B99 SWEPT PATHS


12.5m VEHICLE SWEPT PATHS


B99 SWEPT PATHS - 20KM/H


B99 SWEPT PATHS




Lock to Lock Time

Width

Track

:

:

:

metersCAR

6.0

1.84

1.94

3.050.95

5.20

Steering Angle 33.5:

Width

Lock to Lock Time

Track

SU TRUCK

Steering Angle

2.20

:

:

:

6.0

2.50

2.50

36.6:

6.85

meters

12.50

3/11/2010

1:49:2

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SCALE - 1:250 @ A3 DATE - 03-11-2010

MAITLAND ROAD


B99 CAR SWEPT PATH ANALYSIS (0.3m CLEARANCE AS SHOWN)


B99 CAR SWEPT PATHS

(INGRESS)


B99 CAR SWEPT PATHS

(EGRESS)

Lock to Lock Time

Width

Track

:

:

:

metersCAR

6.0

1.84

1.94

3.050.95

5.20

Steering Angle 33.5:

4.0

R

6.0R

3.5

0.6

3.5

3/11/2010

1:59:0

9 P

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E:

H

SCALE - 1:250 @ A3 DATE - 03-11-2010


Width

Lock to Lock Time

Track

SU TRUCK

Steering Angle

2.20

:

:

:

6.0

2.50

2.50

36.6:

6.85

meters

12.50

12.5m VEHICLE SWEPT PATH ANALYSIS (0.6m CLEARANCE AS SHOWN)

THOMAS STREET



MAYFIELD PLACE ‐ TOWN PLANNING DRAWINGS

SUBMITTED TO COUNCIL ON 15 NOVEMBER 2010

DRAWING REV TO 6 P14

TP 01 N TO 6 P12

TP 02 I TO 7 P3

TP 03 N TO 8 P3

TP 04 Q TO 9 P3

TP 05 Q TO 10 P3

TP 06 Q

TP 07 N SK 02

TP 08 Q Sk 03

TP 09 Q SK 20

TP 10 Q SK 16

TP 11 I SK 17

TP 12 N SK 18

TP 13 Q SK 19

TP 14 C

TP 15 C

TP 16 C LANDSCAPE PLAN

TP 17 O

TP 18 O L 01 C

TP 19 A L 02 C

TP 20 A L 03 C

TP 21 A

TP 22 A

TP 23 A

CHC ARCHITECTURAL PLANS CARDNO PLANS

after David Ryner email to RTA of 20 Otober

as per RTA letter of 14 October & advertised

h rch thomas street ma u 8 laneway

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