drawings culvert causeway upgrade - lockhart shire
TRANSCRIPT
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:38 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-G001
A
P CHILDS J SMITH
AS SHOWN
DRAWING LISTDRG No. DRAWING TITLE
23-15620-G001 LOCALITY PLAN AND DRAWING LIST
23-15620-C001 EXISTING CONDITIONS LAYOUT PLAN
23-15620-C002 DEMOLITION WORKS LAYOUT PLAN
23-15620-C003 GENERAL ARRANGEMENT PLAN OVERALL LAYOUT
23-15620-C004 BROOKONG CREEK CULVERT - GENERAL ARRANGEMENT PLAN
23-15620-C005 BROOKONG CREEK CULVERT - TYPICAL SECTION DETAILS
23-15620-C006 CAUSEWAY 1 - GENERAL ARRANGEMENT PLAN
23-15620-C007 CAUSEWAY 1 - TYPICAL SECTION DETAILS
23-15620-C008 CAUSEWAY 2 - GENERAL ARRANGEMENT PLAN
23-15620-C009 CAUSEWAY 2 - TYPICAL SECTION DETAILS
23-15620-C010 URANA LOCKHART ROAD PLAN AND LONG SECTION SHEET 1 OF 2
23-15620-C011 URANA LOCKHART ROAD PLAN AND LONG SECTION SHEET 2 OF 2
23-15620-C012 URANA LOCKHART ROAD CROSS SECTIONS SHEET 1 OF 3
23-15620-C013 URANA LOCKHART ROAD CROSS SECTIONS SHEET 2 OF 3
23-15620-C014 URANA LOCKHART ROAD CROSS SECTIONS SHEET 3 OF 3
SITE LOCALITY
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
N
LOCALITY PLANN.T.S
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CH 620.000CH 600.000CH 580.000CH 560.000CH 540.000CH 520.000CH 500.000CH 480.000CH 460.000CH 440.000CH 420.000CH 400.000CH 380.000CH 360.000CH 340.000CH 320.000CH 300.000CH 280.000CH 260.000CH 240.000CH 220.000CH 200.000CH 180.000CH 160.000CH 140.000CH 120.000CH 100.000CH 80.000CH 60.000CH 40.000CH 20.000CH 0.000
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
URANA LOCKHART ROAD
BROOKONG CREEK
TO URANA
TO LOCKHART
EXISTING FLOOD MARKER SIGN
EXISTING EDGEOF ROAD SEAL
EXISTING SIGN
EXISTING FLOOD MARKER SIGN
EXISTING ROAD SIGN
EXISTING ROAD SIGN
EXISTING GUARD RAIL
EXISTING GUARD RAIL
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
EXISTING SIGN
EXISTING ROAD SEAL6m WIDE
EXISTING CONCRETE CAUSEWAY
EXISTING CONCRETE CAUSEWAY EXISTING FLOOD MARKER SIGN
URANA LOCKHART ROAD
EXISTING 4 (1800 X 450) BOX CULVERTS AND ENDWALLS
EXISTING SIGN
DEPRESSIONIN CREEK BED
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
EXISTING TREE
| | | | | |
E(OH) E(OH)
G1. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLELEGISLATION STATUTORY REGULATIONS, BY-LAWS OR RULES. THE SITESUPERVISOR IS RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY OF SITEPERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH WITH WORK HEALTH ANDSAFETY ACT 2010, LEGISLATIVE REQUIREMENTS, ASSOCIATED REGULATIONS ANDCODES OF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRYPRACTICE.
G2. SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS OR MATERIALS etc FORAPPROVAL BEFORE PROCEEDING. APPROVAL DOES NOT AUTHORISE A VARIATIONTO THE CONTRACT.
G3. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIESBEFORE COMMENCING WORK ON THE SITE. NOTIFY RELEVANT SERVICEAUTHORITIES BEFORE COMMENCING WORK ON THE SITE.
G4. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS.G5. DIMENSIONS ARE IN METRES, LEVELS ARE IN METRES UNLESS OTHERWISE NOTED.G6. DATUM FOR LEVELS IS AHD (AUSTRALIAN HEIGHT DATUM), CO-ORDINATES ARE TO
MGA94 (MAP GRID OF AUSTRALIA), AMG (AUSTRALIAN MAP GRID).G7. OBTAIN REQUIREMENTS FOR ADJOINING ELEMENTS TO BE FIXED TO OR
SUPPORTED ON WORK AND PROVIDE FOR REQUIRED FIXINGS. DRAWINGS DO NOTSHOW DETAILS OF ALL FIXTURES, INSERTS, SLEEVES, RECESSES OR OPENINGS etcREQUIRED. PROVIDE FOR TEMPORARY SUPPORT OF ADJOINING ELEMENTS DURINGCONSTRUCTION.
G8. MAKE GOOD ANY DAMAGE TO EXISTING ELEMENTS AT COMPLETION OF WORKS.G9. BOX CULVERTS TO BE DESIGNED BY A CERTIFIED MANUFACTURER AND INSTALLED
IN ACCORDANCE WITH AS1597.1 & AS1597.2.G10. SIGNAGE AND DEPTH MAKERS TO BE INSTALLED BY LOCKHART SHIRE COUNCIL.G11. PLACE GUIDEPOSTS AT SPACINGS OF NO GREATER THAN 5m ALONGSIDE CULVERT
STRUCTURES.
GENERAL
1.0mSHOULDER 0.5m 3.5m
CARRIAGEWAY3.5m
CARRIAGEWAY0.5m
1.0mSHOULDER
-3% 3%1 in -4 1 in -4
SEALED PAVEMENT
TYPICAL CROSS SECTIONSCALE 1:50
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:38 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C001
A
P CHILDS J SMITH
AS SHOWN
N
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
LAYOUT PLANSCALE 1:1000
0
SCALE 1:50 AT ORIGINAL SIZE
0.5 2.0 2.5m1.51.0
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133.5
CH 620.000CH 600.000CH 580.000CH 560.000CH 540.000CH 520.000CH 500.000CH 480.000CH 460.000CH 440.000CH 420.000CH 400.000CH 380.000CH 360.000CH 340.000CH 320.000CH 300.000CH 280.000CH 260.000CH 240.000CH 220.000CH 200.000CH 180.000CH 160.000CH 140.000CH 120.000CH 100.000CH 80.000CH 60.000CH 40.000CH 20.000CH 0.000
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
URANA LOCKHART ROAD
BROOKONG CREEK
TO URANA
TO LOCKHARTWARNING
SERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
BROOKONG CREEK CULVERTREFER DRAWING 23-15620-C004
CAUSEWAY 1REFER DRAWING 23-15620-C006
URANA LOCKHART ROAD
CAUSEWAY 2REFER DRAWING 23-15620-C007
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
ROAD CENTRE LINE
PROPOSED ROAD CARRIAGE WAY
PROPOSED ROAD SHOULDER
PROPOSED ROAD BATTER
PROPOSED CONCRETE CULVERT
EXISTING TREE
ROCK BEACHING
| | | | | |
E(OH) E(OH)
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:38 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C003
A
P CHILDS J SMITH
AS SHOWN
N
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
LAYOUT PLANSCALE 1:1000
1
3
2
.
0
1
3
2
.
5
1
3
2
.
5
133.0
1
3
3
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1
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1
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1
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3
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5
1
3
3
.
5
CH 80.000
CH 60.000
CH 40.000
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
REMOVE AND DISPOSEOF EXISTING GUARD RAIL
REMOVE AND DISPOSEOF EXISTING GUARD RAIL
URANA LOCKHART ROAD
URANA LOCKHART ROAD
CC005
BC005
BC005
INSTALL ROCK BEACHING OVERGEOFABRIC FOR FULL WIDTH OFCREEK (D₂=300 TO 400mm).ROCK BEACHING TO EXTENDMINIMUM OF 10m FROM HEADWALL APRON.
CC005
NEW PRECAST CONCRETEWING WALLS.
INSTALL ROCK BEACHING OVERGEOFABRIC FOR FULL WIDTH OFCREEK (D₂=300 TO 400mm).ROCK BEACHING TO EXTENDMINIMUM OF 10m FROM HEADWALL APRON.
AC005
PLACE GUIDEPOSTS AT SPACINGSOF NO GREATER THAN 5mALONGSIDE CULVERT STRUCTURES.
INSTALL 5 CELL PRECAST1500 X 1200 CONCRETE BOX CULVERTS.ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL.
NEW PRECAST CONCRETEWING WALLS.
INSTALL 5 CELL PRECAST1500 X 1200 CONCRETE BOX CULVERTS.ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL.
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
ROAD CENTRE LINE
PROPOSED ROAD CARRIAGE WAY
PROPOSED ROAD SHOULDER
PROPOSED ROAD BATTER
PROPOSED CONCRETE CULVERT
EXISTING TREE
ROCK BEACHING
| | | | | |
E(OH) E(OH)
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:48 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C004
A
P CHILDS J SMITH
AS SHOWN
N
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZE
BROOKONG CREEK CULVERT LAYOUT PLANSCALE 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
1
3
3
.
0
133.0
CH 300.000
CH 280.000
CH 260.000
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
NEW PRECAST CONCRETE WING WALLS
EXISTING DEPTH MARKER
EXISTING DEPTH MARKER
URANA LOCKHART ROAD
URANA LOCKHART ROAD
EC007
EC007
FC007
FC007
INSTALL ROCK BEACHING OVERGEOFABRIC FOR FULL WIDTH OFCREEK (D₂=300 TO 400mm).ROCK BEACHING TO EXTENDMINIMUM OF 10m FROMHEAD WALL APRON.
DC007
INSTALL ROCK BEACHING OVERGEOFABRIC FOR FULL WIDTH OFCULVERTS (D₂=300 TO 400mm).ROCK BEACHING TO EXTENDMINIMUM OF 10m FROM HEADWALL APRON.
INSTALL 6 CELL PRECAST1200 X 300 CONCRETE BOX CULVERTS.ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL.
INSTALL 6 CELL PRECAST1200 X 300 CONCRETE BOX CULVERTS.ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL.
NEW PRECAST WING WALLS.
PLACE GUIDEPOSTS AT SPACINGSOF NO GREATER THAN 5mALONGSIDE CULVERT STRUCTURES.
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
ROAD CENTRE LINE
PROPOSED ROAD CARRIAGE WAY
PROPOSED ROAD SHOULDER
PROPOSED ROAD BATTER
PROPOSED CONCRETE CULVERT
EXISTING TREE
ROCK BEACHING
| | | | | |
E(OH) E(OH)
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:39 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C006
A
P CHILDS J SMITH
AS SHOWN
N
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
CAUSEWAY 1 LAYOUT PLANSCALE 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
133.0
1
3
3
.
0
1
3
3
.
0
1
3
3
.
0
1
3
3
.
0
1
3
3
.
0
CH 540.000
CH 520.000
CH 500.000
CH 480.000
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
NEW PRECAST CONCRETE WING WALLS.
EXISTING DEPTH MARKER
EXISTING DEPTH MARKER
BOX CULVERT LENGTH 12.0m
URANA LOCKHART ROAD
URANA LOCKHART ROAD
IC009
IC009
HC009
HC009
INSTALL ROCK BEACHING OVERGEOFABRIC FOR FULL WIDTH OFCULVERTS (D₂=300 TO 400mm).ROCK BEACHING TO EXTENDMINIMUM OF 10m FROMHEAD WALL APRON.
GC009
INSTALL ROCK BEACHING OVERGEOFABRIC FOR FULL WIDTH OFCULVERTS (D₂=300 TO 400mm).ROCK BEACHING TO EXTENDMINIMUM OF 10m FROM HEADWALL APRON.
INSTALL 28 CELL PRECAST1800 X 450 CONCRETE BOX CULVERTS.ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL.
INSTALL 28 CELL PRECAST1800 X 450 CONCRETE BOX CULVERTS.ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL.
NEW PRECAST CONCRETE WING WALLS.
PLACE GUIDEPOSTS AT SPACINGSNO GREATER THAN 5m ALONGSIDECULVERT STRUCTURES.
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
ROAD CENTRE LINE
PROPOSED ROAD CARRIAGE WAY
PROPOSED ROAD SHOULDER
PROPOSED ROAD BATTER
PROPOSED CONCRETE CULVERT
EXISTING TREE
ROCK BEACHING
| | | | | |
E(OH) E(OH)
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:25 November 2015 - 1:06 PM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C008
B
P CHILDS J SMITH
AS SHOWN
N
0 1 4 5m32
SCALE 1:100 AT ORIGINAL SIZESuite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
CAUSEWAY 2 LAYOUT PLANSCALE 1:100
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
VERTICAL ALIGNMENTL=620.13m
G=-0.04%
HORIZONTAL ALIGNMENT L=620.13m
0.00
133.8
56
20.00
133.8
49-0
.0613
3.91
40.00
133.8
42-0
.0813
3.93
60.00
133.8
34-0
.0913
3.93
80.00
133.8
27-0
.0113
3.84
100.0
013
3.820
0.07
133.7
5
120.0
013
3.813
0.15
133.6
6
140.0
013
3.806
0.21
133.6
0
160.0
013
3.798
0.17
133.6
3
180.0
013
3.791
0.14
133.6
5
200.0
013
3.784
0.10
133.6
9
220.0
013
3.777
0.18
133.6
0
240.0
013
3.770
0.53
133.2
4
260.0
013
3.762
0.56
133.2
0
280.0
013
3.755
0.55
133.2
0
300.0
013
3.748
0.46
133.2
9
320.0
013
3.741
0.12
133.6
2
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 132.00
LONGITUDINAL SECTION - URANA LOCKHART ROADHORZ 1:500 VERT 1:50
1
3
2
.0
1
3
2
.
5
1
3
2
.5
1
3
3
.
0
1
3
3
.
0
1
3
3
.
0
133.0
133.0
1
3
3
.
0
1
3
3
.
0
1
3
3
.
0
133.0
133.5
133.5
133.5
133.5
133.5
133.5
133.5
133.5
133.5 133.5
133.5
CH 320.000
CH 300.000
CH 280.000
CH 260.000
CH 240.000
CH 220.000
CH 200.000
CH 180.000
CH 160.000
CH 140.000
CH 120.000
CH 100.000
CH 80.000
CH 60.000
CH 40.000
CH 20.000
CH 0.000
E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)
URANA LOCKHART ROAD
MATCH TO EXISTINGROAD SEAL
BROOKONG CREEKCULVERTS.REFER DRAWING 23-15620-C004. CAUSEWAY /CULVERTS 1.
REFER DRAWING 23-15620-C006.
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
ROAD CENTRE LINE
PROPOSED ROAD CARRIAGE WAY
PROPOSED ROAD SHOULDER
PROPOSED ROAD BATTER
PROPOSED CONCRETE CULVERT
EXISTING TREE
ROCK BEACHING
| | | | | |
E(OH) E(OH)
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:39 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C010
A
P CHILDS J SMITH
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
PLANSCALE 1:500
LIMIT
OF
WOR
KS
FOR CONTINUATION SEE DRAWING
23-15620-C011
BROOKONG CREEK CULVERTSCAUSEWAY 1 CULVERTS
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0VERTICAL 1:50 0.5 2.5m21.51
25mHORIZONTAL 1:500
5 15 2010
HORZ 1:500 VERT 1:50
VERTICAL ALIGNMENTL=620.13m
G=-0.04%
HORIZONTAL ALIGNMENT L=620.13m
320.0
013
3.741
0.12
133.6
2
340.0
013
3.734
0.10
133.6
3
360.0
013
3.727
0.12
133.6
1
380.0
013
3.719
0.04
133.6
8
400.0
013
3.712
0.01
133.7
0
420.0
013
3.705
0.06
133.6
5
440.0
013
3.698
0.23
133.4
7
460.0
013
3.691
0.44
133.2
5
480.0
013
3.683
0.60
133.0
8
500.0
013
3.676
0.60
133.0
7
520.0
013
3.669
0.51
133.1
6
540.0
013
3.662
0.35
133.3
1
560.0
013
3.655
0.20
133.4
6
580.0
013
3.647
0.08
133.5
7
600.0
013
3.640
0.08
133.5
6
620.1
313
3.633
CHAINAGE
DESIGN SURFACE LEVEL
LEVEL DIFFERENCECUT - / FILL +
EXISTING SURFACE LEVEL
DATUM RL. 132.00
LONGITUDINAL SECTION - URANA LOCKHART ROADHORZ 1:500 VERT 1:50
133.0
1
3
3
.
0
133.0
133.0
133.0
1
3
3
.0
133.0
1
3
3
.0
133.0
133.5
1
3
3
.
5
1
3
3
.
5
620.126CH 620.000
CH 600.000
CH 580.000
CH 560.000
CH 540.000
CH 520.000
CH 500.000
CH 480.000
CH 460.000
CH 440.000
CH 420.000
CH 400.000
CH 380.000
CH 360.000
CH 340.000
CH 320.000
E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)
URANA LOCKHART ROADCAUSEWAY / CULVERTS 2REFER DRAWING 23-15620 C008
MATCH TO EXISTING
LEGEND
EXISTING ROAD CENTRE LINE
EXISTING ROAD EDGE SEAL
TOPOGRAPHIC BANK BOTTOM
TOPOGRAPHIC BANK TOP
EXISTING OVERHEAD ELECTRICITY
CREEK INVERT / FLOW
ROAD CENTRE LINE
PROPOSED ROAD CARRIAGE WAY
PROPOSED ROAD SHOULDER
PROPOSED ROAD BATTER
PROPOSED CONCRETE CULVERT
EXISTING TREE
ROCK BEACHING
| | | | | |
E(OH) E(OH)
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateDrawnRevisionNo
A1
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:9 November 2015 - 10:40 AM G:\23\15620\CADD\Drawings\23-15620-C001.dwg
Plotted by:
Philippa Childs
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
23-15620-C011
A
P CHILDS J SMITH
AS SHOWN
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
Suite 3, Level 1
161-169 Baylis Street Wagga Wagga NSW 2650 Australia
T 61 2 6923 7400 F 61 2 6971 9565
E [email protected] W www.ghd.com
PLANSCALE 1:500
FOR CONTINUATION SEE DRAWING
23-15620-C010
LIMIT OF WORKS
WARNINGSERVICES SHOWN ON THIS DRAWING ARE
TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.
APPROXIMATE ONLY. THE EXACT LOCATION IS
DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND
OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES
AT ORIGINAL SIZE 0
AT ORIGINAL SIZE0VERTICAL 1:50 0.5 2.5m21.51
25mHORIZONTAL 1:500
5 15 2010
CAUSEWAY / CULVERTS 2