8
DEVELOPMENT APPLICATION D-2019/001384 APPLICANT: D Webster PROPOSAL: Temporary Access Road & Earth Works LOCATION: 672 East Derwent Highway & Lantana Road, RISDON VALE RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015 ADVERTISING EXPIRY DATE: 31 July 2019 In addition to the Application Form(s), Certificate of Title(s) and any associated consent documents the following information is available on request: Planning Report The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park, during normal office hours until 31 July 2019. Any person may make representations about the application to the General Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be received by Council on or before 31 July 2019. To enable Council to contact you if necessary, would you please also include a day time contact number in any correspondence you may forward. Any personal information submitted is covered by Council’s privacy policy, available at www.ccc.tas.gov.au or at the Council offices.

DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

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Page 1: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

DEVELOPMENT APPLICATION

D-2019/001384

APPLICANT: D Webster

PROPOSAL: Temporary Access Road & Earth Works

LOCATION: 672 East Derwent Highway & Lantana Road, RISDON

VALE

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 31 July 2019

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Planning Report

The relevant plans and documents can be inspected at the Council offices, 38 Bligh

Street, Rosny Park, during normal office hours until 31 July 2019.

Any person may make representations about the application to the General Manager,

by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to

[email protected]. Representations must be received by Council on or before

31 July 2019.

To enable Council to contact you if necessary, would you please also include a day

time contact number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available

at www.ccc.tas.gov.au or at the Council offices.

Page 2: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

U

U

U

U

DESIGNED BY

PLOT DATE

PLOT DETAILS

DRAWN BYSCALES @ A3 PROJECT NO.

REVISIONDWG NO.

TITLEPROJECTAccepted

This document must be signed “Approved” by JMG to authorise it for use. JMG accept no liability whatsoever for unauthorised or unlicensed use.

DO NOT SCALE. Use only figured dimensions. Locations of structure, fittings, servicesetc on this drawing are indicative only. CONTRACTOR to check Architects & other projectdrawings for co-ordination between structure, fabric, fixtures, fittings, services etc.CONTRACTOR to site check all dimensions and exact locations of all items. JMG accepts noresponsibility for dimensional information scaled or digitally derived from this document.

The recipient client is licensed to use this drawing for itscommissioned purpose subject to authorisation per note above.Unlicensed use is prohibited. Unlicensed parties may not copy,reproduce or retransmit or amend this document or any part of thisdocument without JMG's prior written permission. Amendment ofthis document is prohibited by any party other than JMG. JMGreserve the right to revoke the licence for use of this document.

Copyright © All rights reserved. This drawing and its intellectualcontent remains the intellectual property of JOHNSTONE McGEE &GANDY PTY LTD (JMG).

Date

Approved Date

Accepted

Date

(Team Leader)

(Discipline Head)

(Group Manager)

07/03/2019

J185108SH PLANS-ROADS & SW.DWG49-51 Elizabeth Street, Launceston, Tas

ACN 009 547 139

117 Harrington Street, Hobart, Tas  (03) 6231 2555

(03) 6334 5548

www.jmg.net.au [email protected] [email protected]

REMARKDATEREV

Johnstone McGee & Gandy Pty. Ltd.

ABN 76 473 834 852

NOT FOR CONSTRUCTION

TENDER ISSUE

Engineers & Planners

SAFETY IN DESIGN REPORTIn accordance with the Workplace Health & Safety Acts and Regulations JMGhave considered the potential hazards and risks that are specific to this design.

The following risks which are unique tothis design have been identified:

This report does not relieve contractors from their responsibilities under the Act to identify,report, mitigate and manage all aspects of risk and safety.

C. PURDON

C. PURDON

G. ATHERTON

T1

1:500 B. LOCKEB. LOCKE

C02

J185108SHGENERAL ARRANGEMENTTEMPORARY ACCESS ROAD

EARLY WORKSSOUTHERN REMAND CENTRERISDON PRISON

NIL

THIS IS A COLOR A3 DRAWING AND

MUST BE REPRODUCED IN COLOR

AT ALL TIMES

1100

BEFORE YOU DIG

DIAL

www.dialbeforeyoudig.com.au

·····

AutoCAD SHX Text
P1
AutoCAD SHX Text
6.02.2019
AutoCAD SHX Text
ISSUED FOR ABORIGINAL HERITAGE
AutoCAD SHX Text
T1
AutoCAD SHX Text
7.03.2019
AutoCAD SHX Text
TENDER ISSUE
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NEW TEMPORARY 15m LONG CLASS 8 DN900 POLYPROPYLENE STORMWATER CULVERT. EXTEND PAST EXISTING AERIAL SEWER CROSSING AND BACKFILL WITH FULL DEPTH BASE A. PROVIDE 10m2 NOM 150 DIAMETER ROCK PITCHING TO OUTLET. CULVERT TO BE REMOVED AT COMPLETION OF WORKS
AutoCAD SHX Text
NOM 150 DIA ROCK PITCHING ON ROAD BATTER TO FORM AND CHANNEL CULVERT INLET
AutoCAD SHX Text
LANTANA ROAD
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EXISTING POST AND WIRE FENCE TO BE REMOVED AND CONSTRUCT NEW TEMPORARY POST AND WIRE FENCE TO MATCH EXISTING
AutoCAD SHX Text
2 NO. 1.2m HIGH GALVANISED RURAL STYLE GATES
AutoCAD SHX Text
EXISTING SEWER MANHOLE
AutoCAD SHX Text
EXISTING SEWER AERIAL CROSSING
AutoCAD SHX Text
EXISTING SEWER MANHOLE
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE 1:500
AutoCAD SHX Text
m
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
20
AutoCAD SHX Text
25
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0.5m DEEP TABLE DRAIN
AutoCAD SHX Text
TEMPORARY ACCESS ROAD TYPICAL SECTION SCALE 1:100
AutoCAD SHX Text
EXISTING SURFACE
AutoCAD SHX Text
2:1 BATTERS (TYPICAL)
AutoCAD SHX Text
NOTE: SPOIL AND STRIPPING TO BE STOCK PILED ON SITE FOR SURFACE REHABILITATION AT COMPLETION OF TEMPORARY ROAD REMOVAL
AutoCAD SHX Text
EXTEND TABLE DRAIN TO WATER COURSE
AutoCAD SHX Text
PROVIDE EARTHWORKS AND COMPACTED SUB-BASE TO TO TRANSITION ROADWAY TO NATURAL SURFACE
Page 3: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

DESIGNED BY

PLOT DATE

PLOT DETAILS

DRAWN BYSCALES @ A3 PROJECT NO.

REVISIONDWG NO.

TITLEPROJECTAccepted

This document must be signed “Approved” by JMG to authorise it for use. JMG accept no liability whatsoever for unauthorised or unlicensed use.

DO NOT SCALE. Use only figured dimensions. Locations of structure, fittings, servicesetc on this drawing are indicative only. CONTRACTOR to check Architects & other projectdrawings for co-ordination between structure, fabric, fixtures, fittings, services etc.CONTRACTOR to site check all dimensions and exact locations of all items. JMG accepts noresponsibility for dimensional information scaled or digitally derived from this document.

The recipient client is licensed to use this drawing for itscommissioned purpose subject to authorisation per note above.Unlicensed use is prohibited. Unlicensed parties may not copy,reproduce or retransmit or amend this document or any part of thisdocument without JMG's prior written permission. Amendment ofthis document is prohibited by any party other than JMG. JMGreserve the right to revoke the licence for use of this document.

Copyright © All rights reserved. This drawing and its intellectualcontent remains the intellectual property of JOHNSTONE McGEE &GANDY PTY LTD (JMG).

Date

Approved Date

Accepted

Date

(Team Leader)

(Discipline Head)

(Group Manager)

07/03/2019

J185108SH PLANS-ROADS & SW.DWG49-51 Elizabeth Street, Launceston, Tas

ACN 009 547 139

117 Harrington Street, Hobart, Tas  (03) 6231 2555

(03) 6334 5548

www.jmg.net.au [email protected] [email protected]

REMARKDATEREV

Johnstone McGee & Gandy Pty. Ltd.

ABN 76 473 834 852

NOT FOR CONSTRUCTION

TENDER ISSUE

Engineers & Planners

SAFETY IN DESIGN REPORTIn accordance with the Workplace Health & Safety Acts and Regulations JMGhave considered the potential hazards and risks that are specific to this design.

The following risks which are unique tothis design have been identified:

This report does not relieve contractors from their responsibilities under the Act to identify,report, mitigate and manage all aspects of risk and safety.

C. PURDON

C. PURDON

G. ATHERTON

T1

1:500 B. LOCKEB. LOCKE

C03

J185108SHROAD ALIGNMENT PROFILETEMPORARY ACCESS ROAD

EARLY WORKSSOUTHERN REMAND CENTRERISDON PRISON

NIL

AutoCAD SHX Text
T1
AutoCAD SHX Text
7.03.2019
AutoCAD SHX Text
TENDER ISSUE
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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SURFACE
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EXISTING
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CUT/FILL
AutoCAD SHX Text
Sag Ch 33.723 RL 29.072
AutoCAD SHX Text
R.L. 18.000
AutoCAD SHX Text
I.P. 29.920
AutoCAD SHX Text
5.50%
AutoCAD SHX Text
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0.00%
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AutoCAD SHX Text
-3.00%
AutoCAD SHX Text
I.P. 29.698
AutoCAD SHX Text
-5.58%
AutoCAD SHX Text
5.00
AutoCAD SHX Text
I.P. 29.184
AutoCAD SHX Text
-0.94%
AutoCAD SHX Text
10.00
AutoCAD SHX Text
I.P. 28.990
AutoCAD SHX Text
6.89%
AutoCAD SHX Text
20.00
AutoCAD SHX Text
I.P. 30.328
AutoCAD SHX Text
4.98%
AutoCAD SHX Text
10.00
AutoCAD SHX Text
I.P. 31.287
AutoCAD SHX Text
3.60%
AutoCAD SHX Text
10.00
AutoCAD SHX Text
I.P. 32.138
AutoCAD SHX Text
6.67%
AutoCAD SHX Text
10.00
AutoCAD SHX Text
Profile ALN-Temporary Access Road From 0.000 To 130.642
AutoCAD SHX Text
Scales: (H) 1:500 (V) 1:250
AutoCAD SHX Text
Inv 27.771
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Inv 29.327
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EXISTING SEWER PIPE
AutoCAD SHX Text
NEW STORMWATER CULVERT. BACKFILL WITH FULL DEPTH BASE A
Page 4: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

DESIGNED BY

PLOT DATE

PLOT DETAILS

DRAWN BYSCALES @ A3 PROJECT NO.

REVISIONDWG NO.

TITLEPROJECTAccepted

This document must be signed “Approved” by JMG to authorise it for use. JMG accept no liability whatsoever for unauthorised or unlicensed use.

DO NOT SCALE. Use only figured dimensions. Locations of structure, fittings, servicesetc on this drawing are indicative only. CONTRACTOR to check Architects & other projectdrawings for co-ordination between structure, fabric, fixtures, fittings, services etc.CONTRACTOR to site check all dimensions and exact locations of all items. JMG accepts noresponsibility for dimensional information scaled or digitally derived from this document.

The recipient client is licensed to use this drawing for itscommissioned purpose subject to authorisation per note above.Unlicensed use is prohibited. Unlicensed parties may not copy,reproduce or retransmit or amend this document or any part of thisdocument without JMG's prior written permission. Amendment ofthis document is prohibited by any party other than JMG. JMGreserve the right to revoke the licence for use of this document.

Copyright © All rights reserved. This drawing and its intellectualcontent remains the intellectual property of JOHNSTONE McGEE &GANDY PTY LTD (JMG).

Date

Approved Date

Accepted

Date

(Team Leader)

(Discipline Head)

(Group Manager)

07/03/2019

J185108SH PLANS-ROADS & SW.DWG49-51 Elizabeth Street, Launceston, Tas

ACN 009 547 139

117 Harrington Street, Hobart, Tas  (03) 6231 2555

(03) 6334 5548

www.jmg.net.au [email protected] [email protected]

REMARKDATEREV

Johnstone McGee & Gandy Pty. Ltd.

ABN 76 473 834 852

NOT FOR CONSTRUCTION

TENDER ISSUE

Engineers & Planners

SAFETY IN DESIGN REPORTIn accordance with the Workplace Health & Safety Acts and Regulations JMGhave considered the potential hazards and risks that are specific to this design.

The following risks which are unique tothis design have been identified:

This report does not relieve contractors from their responsibilities under the Act to identify,report, mitigate and manage all aspects of risk and safety.

C. PURDON

C. PURDON

G. ATHERTON

T1

1:500 B. LOCKEB. LOCKE

C04

J185108SHCROSS SECTIONS SHEET 1TEMPORARY ACCESS ROAD

EARLY WORKSSOUTHERN REMAND CENTRERISDON PRISON

NIL

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AutoCAD SHX Text
27.977
AutoCAD SHX Text
27.823
AutoCAD SHX Text
27.847
AutoCAD SHX Text
27.951
AutoCAD SHX Text
28.120
AutoCAD SHX Text
28.262
AutoCAD SHX Text
28.392
AutoCAD SHX Text
28.394
AutoCAD SHX Text
28.397
AutoCAD SHX Text
28.400
AutoCAD SHX Text
28.589
AutoCAD SHX Text
28.539
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
28.13
AutoCAD SHX Text
29.20
AutoCAD SHX Text
29.25
AutoCAD SHX Text
29.15
AutoCAD SHX Text
29.04
AutoCAD SHX Text
29.02
AutoCAD SHX Text
28.40
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
Inv 27.801
AutoCAD SHX Text
RL23m
AutoCAD SHX Text
Ch 50.00 m
AutoCAD SHX Text
-8.00
AutoCAD SHX Text
-5.51
AutoCAD SHX Text
-5.00
AutoCAD SHX Text
-4.00
AutoCAD SHX Text
-3.50
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.02
AutoCAD SHX Text
3.50
AutoCAD SHX Text
3.87
AutoCAD SHX Text
4.00
AutoCAD SHX Text
4.45
AutoCAD SHX Text
6.88
AutoCAD SHX Text
8.00
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
29.448
AutoCAD SHX Text
29.403
AutoCAD SHX Text
29.394
AutoCAD SHX Text
29.375
AutoCAD SHX Text
29.366
AutoCAD SHX Text
29.303
AutoCAD SHX Text
29.381
AutoCAD SHX Text
29.327
AutoCAD SHX Text
29.284
AutoCAD SHX Text
29.273
AutoCAD SHX Text
29.234
AutoCAD SHX Text
29.028
AutoCAD SHX Text
28.972
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
29.40
AutoCAD SHX Text
29.15
AutoCAD SHX Text
29.65
AutoCAD SHX Text
29.70
AutoCAD SHX Text
29.59
AutoCAD SHX Text
29.49
AutoCAD SHX Text
29.46
AutoCAD SHX Text
29.23
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
Inv 28.680
AutoCAD SHX Text
RL23m
AutoCAD SHX Text
Ch 60.00 m
AutoCAD SHX Text
-8.00
AutoCAD SHX Text
-5.94
AutoCAD SHX Text
-5.00
AutoCAD SHX Text
-4.07
AutoCAD SHX Text
-4.00
AutoCAD SHX Text
-3.50
AutoCAD SHX Text
-1.31
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.73
AutoCAD SHX Text
3.50
AutoCAD SHX Text
4.00
AutoCAD SHX Text
4.52
AutoCAD SHX Text
6.32
AutoCAD SHX Text
8.00
AutoCAD SHX Text
OFFSET
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30.356
AutoCAD SHX Text
30.285
AutoCAD SHX Text
30.252
AutoCAD SHX Text
30.220
AutoCAD SHX Text
30.217
AutoCAD SHX Text
30.191
AutoCAD SHX Text
30.080
AutoCAD SHX Text
30.156
AutoCAD SHX Text
29.960
AutoCAD SHX Text
29.903
AutoCAD SHX Text
29.887
AutoCAD SHX Text
29.871
AutoCAD SHX Text
29.813
AutoCAD SHX Text
29.729
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
30.28
AutoCAD SHX Text
29.81
AutoCAD SHX Text
30.31
AutoCAD SHX Text
30.36
AutoCAD SHX Text
30.26
AutoCAD SHX Text
30.15
AutoCAD SHX Text
30.13
AutoCAD SHX Text
29.87
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
Inv 29.319
AutoCAD SHX Text
RL24m
AutoCAD SHX Text
Ch 70.00 m
AutoCAD SHX Text
-8.00
AutoCAD SHX Text
-6.07
AutoCAD SHX Text
-5.24
AutoCAD SHX Text
-5.00
AutoCAD SHX Text
-4.51
AutoCAD SHX Text
-4.00
AutoCAD SHX Text
-3.50
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.50
AutoCAD SHX Text
4.00
AutoCAD SHX Text
4.38
AutoCAD SHX Text
7.51
AutoCAD SHX Text
8.00
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
30.935
AutoCAD SHX Text
30.878
AutoCAD SHX Text
30.854
AutoCAD SHX Text
30.825
AutoCAD SHX Text
30.767
AutoCAD SHX Text
30.744
AutoCAD SHX Text
30.721
AutoCAD SHX Text
30.563
AutoCAD SHX Text
30.487
AutoCAD SHX Text
30.476
AutoCAD SHX Text
30.468
AutoCAD SHX Text
30.400
AutoCAD SHX Text
30.372
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
30.88
AutoCAD SHX Text
30.34
AutoCAD SHX Text
30.84
AutoCAD SHX Text
30.89
AutoCAD SHX Text
30.79
AutoCAD SHX Text
30.68
AutoCAD SHX Text
30.66
AutoCAD SHX Text
30.47
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
Inv 29.957
AutoCAD SHX Text
RL24m
AutoCAD SHX Text
Ch 80.00 m
AutoCAD SHX Text
-8.00
AutoCAD SHX Text
-6.69
AutoCAD SHX Text
-5.97
AutoCAD SHX Text
-5.00
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-4.00
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-3.50
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0.00
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3.50
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4.00
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4.62
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8.00
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OFFSET
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31.402
AutoCAD SHX Text
31.335
AutoCAD SHX Text
31.311
AutoCAD SHX Text
31.279
AutoCAD SHX Text
31.242
AutoCAD SHX Text
31.219
AutoCAD SHX Text
31.090
AutoCAD SHX Text
30.892
AutoCAD SHX Text
30.864
AutoCAD SHX Text
30.828
AutoCAD SHX Text
30.637
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
31.31
AutoCAD SHX Text
30.82
AutoCAD SHX Text
31.32
AutoCAD SHX Text
31.37
AutoCAD SHX Text
31.27
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31.16
AutoCAD SHX Text
31.14
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30.83
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DESIGN
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Inv 30.588
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RL25m
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Ch 90.00 m
AutoCAD SHX Text
-8.00
AutoCAD SHX Text
-6.22
AutoCAD SHX Text
-6.07
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-5.00
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-4.00
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-3.50
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0.00
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3.50
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4.00
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4.86
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8.00
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OFFSET
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31.878
AutoCAD SHX Text
31.746
AutoCAD SHX Text
31.738
AutoCAD SHX Text
31.680
AutoCAD SHX Text
31.626
AutoCAD SHX Text
31.599
AutoCAD SHX Text
31.409
AutoCAD SHX Text
31.177
AutoCAD SHX Text
31.144
AutoCAD SHX Text
31.089
AutoCAD SHX Text
30.884
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
31.74
AutoCAD SHX Text
31.20
AutoCAD SHX Text
31.70
AutoCAD SHX Text
31.75
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31.65
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31.54
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31.52
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31.09
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DESIGN
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RL25m
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Ch 100.00 m
AutoCAD SHX Text
-8.00
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-6.66
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-6.16
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-5.00
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-3.50
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0.00
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3.50
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4.00
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4.97
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8.00
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OFFSET
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32.290
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32.181
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32.147
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32.068
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32.000
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31.966
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31.728
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31.492
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31.460
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31.397
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31.200
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EXISTING
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32.15
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31.57
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32.07
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32.12
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32.01
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31.91
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31.88
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31.40
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DESIGN
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RL25m
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Ch 110.00 m
AutoCAD SHX Text
-8.00
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-6.43
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-6.29
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-5.00
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-4.00
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0.00
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3.50
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4.00
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4.46
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5.23
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OFFSET
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32.891
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32.775
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32.763
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32.651
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32.565
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32.526
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32.248
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31.949
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31.906
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31.867
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31.816
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31.633
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EXISTING
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32.76
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32.12
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32.62
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32.67
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32.56
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32.46
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32.43
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31.82
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DESIGN
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T1
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7.03.2019
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TENDER ISSUE
Page 5: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

DESIGNED BY

PLOT DATE

PLOT DETAILS

DRAWN BYSCALES @ A3 PROJECT NO.

REVISIONDWG NO.

TITLEPROJECTAccepted

This document must be signed “Approved” by JMG to authorise it for use. JMG accept no liability whatsoever for unauthorised or unlicensed use.

DO NOT SCALE. Use only figured dimensions. Locations of structure, fittings, servicesetc on this drawing are indicative only. CONTRACTOR to check Architects & other projectdrawings for co-ordination between structure, fabric, fixtures, fittings, services etc.CONTRACTOR to site check all dimensions and exact locations of all items. JMG accepts noresponsibility for dimensional information scaled or digitally derived from this document.

The recipient client is licensed to use this drawing for itscommissioned purpose subject to authorisation per note above.Unlicensed use is prohibited. Unlicensed parties may not copy,reproduce or retransmit or amend this document or any part of thisdocument without JMG's prior written permission. Amendment ofthis document is prohibited by any party other than JMG. JMGreserve the right to revoke the licence for use of this document.

Copyright © All rights reserved. This drawing and its intellectualcontent remains the intellectual property of JOHNSTONE McGEE &GANDY PTY LTD (JMG).

Date

Approved Date

Accepted

Date

(Team Leader)

(Discipline Head)

(Group Manager)

07/03/2019

J185108SH PLANS-ROADS & SW.DWG49-51 Elizabeth Street, Launceston, Tas

ACN 009 547 139

117 Harrington Street, Hobart, Tas  (03) 6231 2555

(03) 6334 5548

www.jmg.net.au [email protected] [email protected]

REMARKDATEREV

Johnstone McGee & Gandy Pty. Ltd.

ABN 76 473 834 852

NOT FOR CONSTRUCTION

TENDER ISSUE

Engineers & Planners

SAFETY IN DESIGN REPORTIn accordance with the Workplace Health & Safety Acts and Regulations JMGhave considered the potential hazards and risks that are specific to this design.

The following risks which are unique tothis design have been identified:

This report does not relieve contractors from their responsibilities under the Act to identify,report, mitigate and manage all aspects of risk and safety.

C. PURDON

C. PURDON

G. ATHERTON

T1

1:500 B. LOCKEB. LOCKE

C05

J185108SHCROSS SECTIONS SHEET 2TEMPORARY ACCESS ROAD

EARLY WORKSSOUTHERN REMAND CENTRERISDON PRISON

NIL

AutoCAD SHX Text
RL26m
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Ch 120.00 m
AutoCAD SHX Text
-8.00
AutoCAD SHX Text
-6.49
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-6.38
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-5.00
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-3.50
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4.00
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5.35
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OFFSET
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33.387
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33.528
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33.521
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33.397
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33.304
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33.257
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32.925
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32.593
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32.545
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32.424
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32.191
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EXISTING
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33.53
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32.78
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33.28
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33.33
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33.23
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33.12
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33.10
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32.42
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DESIGN
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RL27m
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Ch 130.00 m
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-8.00
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-6.44
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-6.38
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-5.46
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5.30
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OFFSET
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34.303
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34.171
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34.166
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34.103
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34.055
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33.956
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33.908
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33.579
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33.274
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33.230
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33.117
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32.882
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EXISTING
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34.17
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33.45
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33.95
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34.00
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33.90
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33.79
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33.77
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33.12
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RL26m
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Ch 130.64 m
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-8.00
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-6.43
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-6.04
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-5.22
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5.30
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OFFSET
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34.343
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34.211
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34.177
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34.121
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34.098
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33.998
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33.950
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33.623
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33.318
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33.274
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33.162
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32.926
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EXISTING
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34.21
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33.49
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33.99
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34.04
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33.94
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33.83
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33.81
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33.16
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DESIGN
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T1
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7.03.2019
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TENDER ISSUE
Page 6: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full

S

S

S

S

S

S

S

S

S

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SS

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OH/E

LEC

OH/E

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OH/E

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OH/E

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OH/E

LEC

SWSW

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34

36

38

40

42 42

NEW TEMPORARY ACCESS ROAD CONSTRUCTED DURING PRELIMINARY WORKS

NEW SOUTHEN REMAND CENTRE COMPOUND

MARY HUTCHINSON WOMEN'S PRISON

RPC

GATEHOUSE &SALLY PORT

3.4m HIGH ELECTRIFIED FENCE

1.5m HIGH CYCLONE FENCE

RON BARWICK

KEERIA ROAD

LANTANA ROAD

EAST DERWENT HIGHW

AY

GRASSTREE

HILL ROAD

LOCATION AALL TOPSOIL REMOVED FROM AREA 1 AND AREA 2 FOR THE NEW SOUTHERN REMAND CENTRE SITE TO BE LOCATED HERE

PRELIMINARY

SCALE @ A1

CHECKED

DRAWN

DATEJOB NUMBER

PROJECT ADDRESS

PRINCIPAL

PROJECT TITLE

DRAWING

REVISIONS

KEYPLAN

1 : 1000

PRELIMINARY WORKS LOCATIONPLAN

1875

DEPARTMENT OF JUSTICE

FEB 2019

KM

ANA000

EAST DERWENT HIGHWAYRISDON VALE TAS 7016

SOUTHERN REMAND CENTREPROGRAM

0 50m10 20 30 40

1 : 1000

PRELIMINARY WORKS - LOCATION PLAN01

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OH/E

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OH/E

LEC

SWSW

SW

SWSW

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SWSW

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34

36

38

40

42 42

EXIS

TING

ELE

CTRI

C FE

NCE

TYPE

E46

EXIS

TING

PER

IMET

ER S

ECUR

ITY

FENC

E TY

PE P

B

EXIS

TING

DEM

ARCA

TION

FEN

CE T

YPE

D1

EXIS

TING

ELE

CTRI

C FE

NCE

TYPE

E30

EXISTING ELECTRIC FENCE TYPE E45

EXISTING DEMARCATION FENCE TYPE CW24

NEW TEMPORARY ACCESS ROAD. REFER TO CIVIL ENGINEER'S DRAWINGS

SEWERMANHOLE

ELEC. PIT

ELEC. TURRET

CLEAR EXISTING PLANTINGTO MAKE WAY FOR NEW ACCESS ROAD

NEW SOUTHEN REMAND CENTRE COMPOUND

MARY HUTCHINSON WOMEN'S PRISON

RPC

GATEHOUSE

SALLY PORT

KEERIA ROAD

LANTANA ROAD

EXISTING 3.4m HIGH ELECTRIFIED FENCE TO REMAIN. MAINTAIN FENCE INTEGRITY WHEN REMOVING TOPSOIL

EXISTING 1.5m HIGH CYCLONE FENCE TO REMAIN. MAINTAIN FENCE INTEGRITY WHEN REMOVING TOPSOIL

3.4m HIGH ELECTRIFIED FENCE

1.5m HIGH CYCLONE FENCE

EXISTING ROADWAY TO REMAIN.

REMOVE TOPSOIL FROM HATCHED AREA TO A DEPTH OF 400mm. RELOCATE TOPSOIL TO LOCATION A ON DRAWING A000

AREA 1

REMOVE TOPSOIL FROM HATCHED AREA TO A DEPTH OF 400mmRELOCATE TOPSOIL TO LOCATION A ON DRAWING A000

AREA 2

0 25m5 10 15 20

PRELIMINARY

SCALE @ A1

CHECKED

DRAWN

DATEJOB NUMBER

PROJECT ADDRESS

PRINCIPAL

PROJECT TITLE

DRAWING

REVISIONS

KEYPLAN

1 : 500

PRELIMINARY WORKS SITEPLAN

1875

DEPARTMENT OF JUSTICE

FEB 2019

KM

ANA001

EAST DERWENT HIGHWAYRISDON VALE TAS 7016

SOUTHERN REMAND CENTREPROGRAM

1 : 500

PRELIMINARY WORKS - SITE PLAN01

Page 8: DEVELOPMENT APPLICATION · 2019-07-16 · new temporary 15m long class 8 dn900 polypropylene stormwater culvert. extend past existing aerial sewer crossing and backfill with full