This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
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
RBG provides this information for the express purpose contemplated by the underlying terms of engagement for the project which must not be used for any other purpose. The information is not a contractual document. Unless otherwise agreed in writing by RBG, all intellectual property rights in any information supplied by RBG are owned by, or licensed to, RBG. RBG only provides you with a non-transferable, fully revocable licence to use the intellectual property rights for the express purpose.
AutoCAD SHX Text
Disclaimer: Robert Bird Group Pty Ltd ACN 010 580 248 and its related entities (RBG) do not warrant the accuracy, currency or completeness of any information or data they supply or transfer by electronic means. You are responsible for verifying that any information or data supplied or transferred by electronic means matches the information or data on the corresponding PDF or DWF version issued by RBG. RBG will not be liable for any loss or damage you or any other party incurs as a result of acting in reliance on any information or data supplied or transferred by electronic means and you release RBG from any liability for any loss or damage however caused which you or any other party may directly or indirectly suffer in connection with your access to or use of that information or data.
AutoCAD SHX Text
Job Number
AutoCAD SHX Text
Client
AutoCAD SHX Text
Rev
AutoCAD SHX Text
Revision Description
AutoCAD SHX Text
By
AutoCAD SHX Text
App
AutoCAD SHX Text
Date
AutoCAD SHX Text
Structural, Civil & Construction Engineering Consultant
AutoCAD SHX Text
RobertBirdGroup Member of the Surbana Jurong Group
AutoCAD SHX Text
Structural, Civil & Construction Engineering Consultant
AutoCAD SHX Text
RobertBirdGroup Member of the Surbana Jurong Group
AutoCAD SHX Text
Structural, Civil & Construction Engineering Consultant
AutoCAD SHX Text
RobertBirdGroup Member of the Surbana Jurong Group
NOTES 1. DRIVEWAY CROSSOVER TO BE DRIVEWAY CROSSOVER TO BE CONSTRUCTED IN ACCORDANCE WITH TWEED SHIRE COUNCIL ROAD WORKS STANDARDS DRAWING S.D.011 (DRIVEWAY ACCESS TO PROPERTIES FRONTING UNKERBED ROADS) AND TWEED SHIRE COUNCIL DESIGN SPECIFICATIONS. 2. SERVICES SHOWN ON PLAN AND SECTIONS SERVICES SHOWN ON PLAN AND SECTIONS ARE INDICATIVE ONLY. LOCATION OF SERVICES TO BE CONFIRMED ON SITE.
AutoCAD SHX Text
2
AutoCAD SHX Text
EXISTING TELSTRA PIT INCLUDED
AutoCAD SHX Text
MC
AutoCAD SHX Text
CR
AutoCAD SHX Text
01.05.19
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
MC
AutoCAD SHX Text
CR
AutoCAD SHX Text
01.05.19
AutoCAD SHX Text
RBG-CV-DWG-RIE-83-400-DWG83-400-DWG-DWG
AutoCAD SHX Text
B
AutoCAD SHX Text
ISSUED FOR INFORMATION
AutoCAD SHX Text
MC
AutoCAD SHX Text
CR
AutoCAD SHX Text
27.06.19
AutoCAD SHX Text
C
AutoCAD SHX Text
ISSUED FOR INFORMATION
AutoCAD SHX Text
MC
AutoCAD SHX Text
CR
AutoCAD SHX Text
28.06.19
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: [email protected] 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.