boundary road proposed culvert
DATE PLOTTED: 18 December 2014 11:12 AM BY : NILAM SHAH
LEGEND
PROPOSED MAJOR DRAINAGE (REFER TO REPORT WOLLERT IWM SUMMARY REPORT REV C - APPENDIX A- DRAWING137599D02-3) Q100 = 17.99m3/s
CL CULVERT
NORTH
PROPOSED WATERWAY PROFILE. REFER TO REPORT WOLLERT IWM SUMMARY REPORT REV C - SECTION 5.3) Q100 = 19.73 m3/s
PSM
PERMANENT SURVEY MARK
TBM
TEMPORARY BENCH MARK
57.0
PROPOSED SURFACE CONTOUR
57.5
EXISTING SURFACE CONTOUR CENTRELINE OF ROAD PROPOSED BATTER PROPOSED CENTRELINE OF WATERWAY PROPOSED CULVERT
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATION OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
>
FI TR NDO IB N UT W AR ES Y T D >
>
LEGEND >
EXISTING SURFACE DESIGN SURFACE
> >
30.00m
FLOW Q100 = 37.72m3/s >
1.40m NATURE 3.0 m SHARED STRIP PATH 0.290 INDICATIVE EARTHWORK EXTENTS SUBJECT TO DETAIL DESIGN
18.00m HYDR
AULIC WIDTH
>
50.00m WATE
RWAY CORRID
0.60m
2 X 3.5m LANE
6.00m MEDIAN
2 X 3.5m LANE
2.0m DRY STONE 3.0m TWO WAY BICYCLE PATH WALL
0.50
1.690 0.50
BARRIER FENCE
BARRIER FENCE
PEDESTRIAN FENCE
OR
PEDESTRIAN FENCE
WATERWAY TO BE SHAPED TO MATCH CULVERT
2 -
1.69
0.50 BARRIER FENCE
BOUNDARY R
PROPOSED WATERWAY
OAD
PROPOSED WATERWAY
PROPOSED 5 X 2.4 X 2.4 RCBC BOX CULVERT FOR Q100 = 37.72m3/S
PROPOSED 5 X 2.4 X 2.4 RCBC Q100 = 37.72m3/s
HEADWALL EXTENTS SUBJECT TO DETAIL DESIGN
BARRIER FENCE
0.50
2. 3.00 003.50 3. 50 6.00
30.00
3.50 3.50 3.00 1.40
>
PEDESTRIAN FENCE
1 -
>
23.00m HYDR
AULIC WIDTH PEDESTRIAN FENCE
AY CORRIDOR
FLOW Q100 = 37.72m3/s > >
PROPOSED CULVERT- SECTION 2 H: 0
>
CULVERT - FINDON WEST TRIBUTARY D PLAN 0
5
H 1:500
10
1
2
4m
GENERAL NOTES;
V: 0 1 2 4m SCALE H:1:100 V:1:100 @A1
1.
2.
PROPOSED CULVERT SIZE = 5 X 2.4 X 2.4 m RCBC (AS PER REVISED WOLLERT IWM SUMMARY REPORT REV C) Q100 = 19.73 m3/s ( FINDON WEST TRIBUTARY D) + 17.99 m3/s (MAJOR DRAINAGE PIPE) = 37.72 m3/s CAPACITY = 43.20 m3/s (ASSUMED V = 1.30m/s)
>
XREF's: XCG140690-WBASE; XCG140690-SURVEY; XCG140690 TRAFFIC FUNCTIONAL INTERIM; Contours ES Overall; CLT-BDY-RD-LS1 CAD File: O:\DRACIVIL\2014\CG140690 - Woolert\CG140690CI1002.dwg
>
55.00m WATE RW
2.
20m 3.
@A1
4.
5.
Cardno Limited All Rights Reserved. This document is produced by Cardno Limited solely for the benefit of and use by the client in accordance with the 3 2 1 Rev.
18/12/2014 15/12/2014 12/12/2014 Date
REVISED AS PER COUNCIL COMMENTS ISSUED FOR COST ESTIMATE PURPOSE ONLY ISSUED FOR COST ESTIMATE PURPOSE ONLY Description
NS NA NS Des.
MF MF MA MF MA MF Verif. Appd.
assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by third party on the content of this document.
Cardno Victoria Pty Ltd | ABN 47 106 610 913 150 Oxford Street Collingwood VIC 3066 Tel: 03 8415 7777 Fax: 03 8415 7788 Web: www.cardno.com.au
Drawn NS Checked MA Designed NS Verified Approved
Date Client 10/12/2014 Date Project 12/12/2014 Date 10/12/2014 Date Title
WATERWAY PROFILE AND CULVERT DESIGN BASED ON WOLLERT IWM SUMMARY REPORT REVISION C. ROAD GEOMETRY IS BASED ON DESIGN SPEED OF 60Km/hr PROPOSED ROAD BARRIERS HAVE BEEN DESIGNED WITH NO CONSIDERATION OF OTHER HAZARDS LIKE TRESS OR DRY STONE WALL. TRAFFIC FUNCTIONAL LAYOUT HAS BEEN PROVIDED BY CARDNO TRAFFIC CONCEPT VERTICAL ALIGNMENT FOR COST ESTIMATION PURPOSES ONLY. FINAL LEVELS SUBJECT TO DETAIL DESIGN. NO SERVICES HAVE BEEN PROVIDED OR DBYD INVESTIGATION UNDERTAKEN.
A V JENNINGS WOLLERT PSP CRAIGIEBURN ROAD WOLLERT CIVIL SITEWORKS BOUNDARY ROAD- PROPOSED CULVERT PLAN AND LONGITUDINAL SECTION
Status
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION PURPOSES Melways Ref
389 B9
Scale
AS SHOWN
Drawing Number
CG140690-CI-1002
Size
A1 Revision
3
LEGEND
PROPOSED MAJOR DRAINAGE (REFER TO REPORT WOLLERT IWM SUMMARY REPORT REV C - APPENDIX A- DRAWING137599D02-3) Q100 = 17.99m3/s
CL CULVERT
NORTH
PROPOSED WATERWAY PROFILE. REFER TO REPORT WOLLERT IWM SUMMARY REPORT REV C - SECTION 5.3) Q100 = 19.73 m3/s
PSM
PERMANENT SURVEY MARK
TBM
TEMPORARY BENCH MARK
57.0
PROPOSED SURFACE CONTOUR
57.5
EXISTING SURFACE CONTOUR CENTRELINE OF ROAD PROPOSED BATTER PROPOSED CENTRELINE OF WATERWAY PROPOSED CULVERT
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATION OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
>
FI TR NDO IB N UT W AR ES Y T D >
>
LEGEND >
EXISTING SURFACE DESIGN SURFACE
> >
30.00m
FLOW Q100 = 37.72m3/s >
1.40m NATURE 3.0 m SHARED STRIP PATH 0.290 INDICATIVE EARTHWORK EXTENTS SUBJECT TO DETAIL DESIGN
18.00m HYDR
AULIC WIDTH
>
50.00m WATE
RWAY CORRID
0.60m
2 X 3.5m LANE
6.00m MEDIAN
2 X 3.5m LANE
2.0m DRY STONE 3.0m TWO WAY BICYCLE PATH WALL
0.50
1.690 0.50
BARRIER FENCE
BARRIER FENCE
PEDESTRIAN FENCE
OR
PEDESTRIAN FENCE
WATERWAY TO BE SHAPED TO MATCH CULVERT
2 -
1.69
0.50 BARRIER FENCE
BOUNDARY R
PROPOSED WATERWAY
OAD
PROPOSED WATERWAY
PROPOSED 5 X 2.4 X 2.4 RCBC BOX CULVERT FOR Q100 = 37.72m3/S
PROPOSED 5 X 2.4 X 2.4 RCBC Q100 = 37.72m3/s
HEADWALL EXTENTS SUBJECT TO DETAIL DESIGN
BARRIER FENCE
0.50
2. 3.00 003.50 3. 50 6.00
30.00
3.50 3.50 3.00 1.40
>
PEDESTRIAN FENCE
1 -
>
23.00m HYDR
AULIC WIDTH PEDESTRIAN FENCE
AY CORRIDOR
FLOW Q100 = 37.72m3/s > >
PROPOSED CULVERT- SECTION 2 H: 0
>
CULVERT - FINDON WEST TRIBUTARY D PLAN 0
5
H 1:500
10
1
2
4m
GENERAL NOTES;
V: 0 1 2 4m SCALE H:1:100 V:1:100 @A1
1.
2.
PROPOSED CULVERT SIZE = 5 X 2.4 X 2.4 m RCBC (AS PER REVISED WOLLERT IWM SUMMARY REPORT REV C) Q100 = 19.73 m3/s ( FINDON WEST TRIBUTARY D) + 17.99 m3/s (MAJOR DRAINAGE PIPE) = 37.72 m3/s CAPACITY = 43.20 m3/s (ASSUMED V = 1.30m/s)
>
XREF's: XCG140690-WBASE; XCG140690-SURVEY; XCG140690 TRAFFIC FUNCTIONAL INTERIM; Contours ES Overall; CLT-BDY-RD-LS1 CAD File: O:\DRACIVIL\2014\CG140690 - Woolert\CG140690CI1002.dwg
>
55.00m WATE RW
2.
20m 3.
@A1
4.
5.
Cardno Limited All Rights Reserved. This document is produced by Cardno Limited solely for the benefit of and use by the client in accordance with the 3 2 1 Rev.
18/12/2014 15/12/2014 12/12/2014 Date
REVISED AS PER COUNCIL COMMENTS ISSUED FOR COST ESTIMATE PURPOSE ONLY ISSUED FOR COST ESTIMATE PURPOSE ONLY Description
NS NA NS Des.
MF MF MA MF MA MF Verif. Appd.
assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by third party on the content of this document.
Cardno Victoria Pty Ltd | ABN 47 106 610 913 150 Oxford Street Collingwood VIC 3066 Tel: 03 8415 7777 Fax: 03 8415 7788 Web: www.cardno.com.au
Drawn NS Checked MA Designed NS Verified Approved
Date Client 10/12/2014 Date Project 12/12/2014 Date 10/12/2014 Date Title
WATERWAY PROFILE AND CULVERT DESIGN BASED ON WOLLERT IWM SUMMARY REPORT REVISION C. ROAD GEOMETRY IS BASED ON DESIGN SPEED OF 60Km/hr PROPOSED ROAD BARRIERS HAVE BEEN DESIGNED WITH NO CONSIDERATION OF OTHER HAZARDS LIKE TRESS OR DRY STONE WALL. TRAFFIC FUNCTIONAL LAYOUT HAS BEEN PROVIDED BY CARDNO TRAFFIC CONCEPT VERTICAL ALIGNMENT FOR COST ESTIMATION PURPOSES ONLY. FINAL LEVELS SUBJECT TO DETAIL DESIGN. NO SERVICES HAVE BEEN PROVIDED OR DBYD INVESTIGATION UNDERTAKEN.
A V JENNINGS WOLLERT PSP CRAIGIEBURN ROAD WOLLERT CIVIL SITEWORKS BOUNDARY ROAD- PROPOSED CULVERT PLAN AND LONGITUDINAL SECTION
Status
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION PURPOSES Melways Ref
389 B9
Scale
AS SHOWN
Drawing Number
CG140690-CI-1002
Size
A1 Revision
3
