Appendix C: Construction Access Plans

 3.5m MIN.

LANE WIDTH

2.50mFOOTPATH

KR

KRKG

KO

MTE

MTE

MTE

MTE

MTE

MTE

MTE

KG

KG

KG

RWRW

ALLOW FOR RETAINING WALL ANDNON-DESTRUCTIVE EXCAVATION WHEN WORKINGWITHIN THE VICINITY OF OPTICAL FIBRE

SITESECURITYGATE

NEATLY TAPER NEW FOOTPATHTO EXISTING LEVELS IN A LESSTHAN 2.5% LONGITUDINALGRADE AND 2.5% CROSS FALL

CONCRETE FOOTPATHREFER TO TWEED SHIRE COUNCIL ROAD WORKSSTANDARD DRAWING NO. S.D.013 FOR DETAILS

SAWCUT, SCABBLE AND INFILL INACCORDANCE WITH PAVEMENTREINSTATEMENT DETAIL (NEATLYMATCHING TO EXISTING SURFACELEVELS AND CROSS FALL)

ALLOW TO RAISE TELSTRA PITTO FINISHED SURFACE LEVEL

RW

TAPER KERB AND GUTTERTO EXISTING DRIVEWAY

POTENTIAL TELSTRA AND STORMWATERCLASH. ALLOW FOR DIVERSION OFTELSTRA AND REDESIGN OF STORMWATER(IN LIEU OF COMPLETION OF POTHOLING)

ADJUST FOOTPATH ANDKERB RAMP TO ALLOWFOR LANDING

ALLOW TO BRIDGE OVER AND CONCRETEENCASE EXISTING COMMS

NEATLY TAPER NEW FOOTPATHTO EXISTING LEVELS IN A LESSTHAN 2.5% LONGITUDINALGRADE AND 2.5% CROSS FALL

MTE

1:10 BATTER ATINTERFACE

FUTU

RE H

OSPITA

LLO

OP R

OAD

REPLACE EXISTING HEADWALLWITH JUNCTION PIT AND INFILLEXISTING SWALE

ALLOW FOR NON-DESTRUCTIVEEXCAVATION WHEN WORKING WITHINTHE VICINITY OF OPTICAL FIBRE

∅450

∅450

∅450

∅450

∅375

PAVEMENT TYPE 1HEAVY DUTY ASPHALT PAVEMENT.REFER TO DRAWING C460 FOR DETAILS

BARRIER KERB AND GUTTERREFER TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D.007 FOR DETAIL

KERB ONLYREFER TYPICAL DETAIL ON DRAWING NO. 460

KR

KO

KG

KERB RAMPREFER TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D.014 FOR DETAIL

CONCRETE FOOTPATHREFER TWEED SHIRE COUNCIL ROAD WORKSSTANDARD DRAWING NO. S.D.013 FOR DETAIL

MTE NEATLY MATCH T0 EXISTING SURFACE LEVELS

SITE FENCE

PAVEMENT REINSTATEMENTREFER DRAWING C460 FOR DETAILS

RETAINING WALL.REFER TO DRAWING C460 FOR DETAILS

RW

LIMIT OF WORKS

LEGENDINDICATIVE DIRECTION OFOVERLAND FLOW PATH

NEW STORMWATER PIPE

NEW STANDARD GULLY PIT.REFER TWEED SHIRE COUNCIL STORMWATERSTANDARDS DRAWING NO. S.D.104 FOR DETAILS

NEW GRATED INLET PIT.REFER TWEED SHIRE COUNCIL STORMWATERSTANDARDS DRAWING NO. S.D.106 DETAILS

NEW JUNCTION PIT.REFER TWEED SHIRE COUNCIL STORMWATERSTANDARDS DRAWING NO. S.D.106 DETAILS

SUBSOIL DRAINAGE.REFER TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D.012 FOR DETAIL

∅375

INTRAPAVEMENT DRAINAGE.REFER RMS DETAIL

CONCRETE ENCASEMENT.REFER DRAWING C460 FOR DETAILS

EXISTING SEWER

EXISTING OVERHEAD LINES

EXISTING TELSTRA

EXISTING STORMWATER

EXISTING WATER

EXISTING OPTICAL FIBRE

App

Project Ref

Sheet

Scale

Drawn

Designed

Project Director Approved Date

COPYRIGHT All rights reserved.

These drawings, plans and specifications and the copyright therein are the property of the Bonacci

Group and must not be used, reproduced or copied wholly or in part without the written permission

of the Bonacci Group.

By

DateDescriptionRev

North

Drawing No Rev

Date

AppBy

DateDescriptionRev

Project

Drawing

Name

Title

File

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BONACCI GROUP Pty Ltd

ABN 42 060 332 345

Consulting Engineers, Structural - Civil - Infrastructure

Level 6, 37 York Street, Sydney, NSW 2000 Australia

Tel: +61 2 8247 8400 Fax: +61 2 8247 8444

sydney@bonaccigroup.com

www.bonaccigroup.com

P2AUXULIARY LANE CIVIL WORKS PLAN

C44120 10748 01

TWEED VALLEY HOSPITALCUDGEN ROAD AUXILIARY LANE WORKS

TENDER

02.5

SCALE 1:200

10.0m2.5 5.0 7.5

SHEETA1PLAN

TURN

OCK

MCPHAIL AVE

CUDGEN

ROAD

STRE

ETTU

RNOC

K

6.79m

0.00m0.00m

7.29m

5.12m

5.26m

3.98m

4.22m

R99.5

5m

R15.00m

R39.55m

2.50mVERGE

R14.00m

R65.00m

2.50m

FOOTPA

TH

MTE MTE

MTE

MTE

MTE

MTE

MTE

MTE

KG

KG

KR

KR

KG

KG

KG

KG

KG

KG

KG

MK

MKMK

KG

NEW RMSSTD CHEVRON

NEW RMSSTD CHEVRON

NEW STDSPLITTER ISLAND

NEW RMSSTD CHEVRON

NEW RMSSTD CHEVRON

2.00m

4.85

m

4.31m 3.00m

NEW PAVEMENTREFER TO DRAWINGC560 FOR DETAILS

CONCRETE FOOTPATHREFER TO TWEED SHIRE COUNCIL ROAD WORKSSTANDARD DRAWING NO. S.D.013 FOR DETAILS

R99.5

5m

/

/

/

/

/

/

/

/

//

/

/

/

/

P

P

P

P

P

P

P

P

PP

PP

P

P

P

P

P

INTRA PAVEMENT DRAINAGE- REFER RMS STD DRG MD.R37.A01

SDSD

SD

SD

SD

SD

SD

SD

SD

SDSD

SDSD

SD

SD

SD

SD

SD

SD

SD

SD

SDSD

SDSD

SD SDSD

SD

SD

SD

SDSD

/

/

/

/

/

/

/

/

/

//

/

R45.00m

CONNECT INTOEXISTING SUBSOIL

CONNECT INTOEXISTING SUBSOIL

KR

KR

MTE

MTE

KG

KG

MTE

MTE

MTE

PP

P

P

P

P

P

P

P

P

P

PP

PP

P

P

P

P

P

MTE

MTE

PAVEMENT REINSTATEMENT.REFER TO DRAWING C560FOR DETAILS

4.00m

1:10

EXISTING SEWER

EXISTING OVERHEAD LINES

EXISTING TELSTRA

EXISTING STORMWATER

EXISTING WATER

EXISTING OPTICAL FIBRE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND

PAVEMENT TYPE 1HEAVY DUTY ASPHALT PAVEMENT.REFER TO DRAWING C560 FOR DETAILS

KERB AND GUTTERREFER TO TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D.007 FOR DETAILS

KERB ONLYREFER TO TYPICAL DETAILS AT DRAWING NO. 560

KR

KO

KG

KERB RAMPREFER TO TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D.014 FOR DETAILS

CONCRETE FOOTPATHREFER TO TWEED SHIRE COUNCIL ROAD WORKSSTANDARD DRAWING NO. S.D.013 FOR DETAILS

MTE MATCH T0 EXISTING PAVEMENT

PAVEMENT REINSTATEMENTREFER TO DRAWING C560 FOR DETAILS

SDSUBSOIL DRAINAGE- REFER TO TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D. 012 FOR DETAIL (UNO)

FENCE LINE/

MOUNTABLE KERBREFER TO TWEED SHIRE COUNCIL ROADWORKSSTANDARD DRAWING NO. S.D.007 FOR DETAILS

MK

BOUNDARY

P INTRA PAVEMENT DRAINAGE- REFER RMS STD DRG MD.R37.A01

19.8

20.0

DESIGN MINOR CONTOUR

DESIGN MAJOR CONTOUR

App

Project Ref

Sheet

Scale

Drawn

Designed

Project Director Approved Date

COPYRIGHT All rights reserved.

These drawings, plans and specifications and the copyright therein are the property of the Bonacci

Group and must not be used, reproduced or copied wholly or in part without the written permission

of the Bonacci Group.

By

DateDescriptionRev

North

Drawing No Rev

Date

AppBy

DateDescriptionRev

Project

Drawing

Name

Title

File

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BONACCI GROUP Pty Ltd

ABN 42 060 332 345

Consulting Engineers, Structural - Civil - Infrastructure

Level 6, 37 York Street, Sydney, NSW 2000 Australia

Tel: +61 2 8247 8400 Fax: +61 2 8247 8444

sydney@bonaccigroup.com

www.bonaccigroup.com

P3EXTERNAL WORKS INTERSECTION PLAN

C54020 10748 01

TWEED VALLEY HOSPITALDEVELOPMENT, TURNOCK STREET ROUNDABOUT WORKS

TENDER

0 10.0m5.0

SCALE 1:250

2.55.0 7.5

SHEETA1PLAN

NOT FOR CONSTRUCTIONRobert Bird Group Pty LtdPO Box A2309Sydney South, NSW 1235Level 11, 151 Castlereagh StSydney NSW 2000

SYDNEY OFFICE

Ph: (02) 8246 3200Fax: (02) 8246 3201Email: sydney @robertbird.com.auWeb: www.robertbird.comACN 010 580 248

BirdGroup

Robert Bird Group Pty LtdPO Box A2309Sydney South, NSW 1235Level 11, 151 Castlereagh StSydney NSW 2000

SYDNEY OFFICE

Ph: (02) 8246 3200Fax: (02) 8246 3201Email: sydney @robertbird.com.auWeb: www.robertbird.comACN 010 580 248

BirdGroup

Robert Bird Group Pty LtdPO Box A2309Sydney South, NSW 1235Level 11, 151 Castlereagh StSydney NSW 2000

SYDNEY OFFICE

Ph: (02) 8246 3200Fax: (02) 8246 3201Email: sydney @robertbird.com.auWeb: www.robertbird.comACN 010 580 248

BirdGroup

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL1100

Appendix D: Swept Path Assessment

Appendix E: Written Incident Notification and Reporting Requirements

NSW Government 36 New Tweed Valley Hospital Department of Planning and Environment (SSD 9575)

WRITTEN INCIDENT NOTIFICATION AND REPORTING REQUIREMENTS

Written Incident Notification Requirements

1. A written incident notification addressing the requirements set out below must be emailed to the

Department at the following address: compliance@planning.nsw.gov.au within seven days after

the Applicant becomes aware of an incident. Notification is required to be given under this

condition even if the Applicant fails to give the notification required under condition C54 or, having

given such notification, subsequently forms the view that an incident has not occurred.

2. Written notification of an incident must:

a. identify the development and application number;

b. provide details of the incident (date, time, location, a brief description of what occurred and

why it is classified as an incident);

c. identify how the incident was detected;

d. identify when the applicant became aware of the incident;

e. identify any actual or potential non-compliance with conditions of consent;

f. describe what immediate steps were taken in relation to the incident;

g. identify further action(s) that will be taken in relation to the incident; and

h. identify a project contact for further communication regarding the incident.

3. Within 30 days of the date on which the incident occurred or as otherwise agreed to by the

Planning Secretary, the Applicant must provide the Planning Secretary and any relevant public

authorities (as determined by the Planning Secretary) with a detailed report on the incident

addressing all requirements below, and such further reports as may be requested.

4. The Incident Report must include:

a. a summary of the incident;

b. outcomes of an incident investigation, including identification of the cause of the incident;

c. details of the corrective and preventative actions that have been, or will be, implemented to

address the incident and prevent recurrence; and

d. details of any communication with other stakeholders regarding the incident.