Review of Environmental Factors - Camden Valley Way Upgrade and Liz Kernohan Drive Extension (Final) - Flipbook - Page 386
PIPE FLOW (m3/s)
0.24
0.36
0.06
0.1
0.03
0.03
PIPE GRADE (%)
4.10
1.42
0.50
0.48
2.34
2.29
PIPE SIZE (mm)
PIPE CLASS
Ø450
RCP-2
Ø450
RCP-2
Ø375
RCP-2
Ø375
RCP-2
Ø375
RCP-2
Ø375
RCP-2
LENGTH (m)
80.55
45.72
19.00
20.62
21.32
26.26
5
10
SCALE 1:100 @ A1
SCALE 1:200 @ A3
0
1
2
20
30
40
50 metres
4
6
8
10 metres
70.98
67.66
47.58
72.30
1.40
70.90
68.44
21.32
72.99
1.49
1.49
71.50
71.50
71.64
71.64
72.14
1.37
72.00
73.37
68.50
65.33
65.10
40.82
0.00
64.78
64.78
0.78
0.78
66.31
65.83
64.55
64.55
64.95
64.90
1.12
1.17
64.70
64.66
65.00
1.18
64.80
65.98
19.00
\NEWPROJ1ProjectsNSW21NSW210622DrawingsCADCIVDrawings20 CVW and LKD Consolidated PlansNSW210622-C108-10.dwg
0
LINE 10
LINE 11
NOT FOR CONSTRUCTION
Client
This drawing has been assigned an electronic code that signifies the drawing has been checked and approved by:
North
TRC
B
100% DETAIL DESIGN ISSUE FOR REVIEW
06.03.24
A
DRAFT ISSUE FOR REVIEW
01.08.23
MDM
TRC
Date
Drawn
Approved
Issue
-1
MDM
Description
0
1cm at full size
10cm
CAMDEN COUNCIL
20cm
70 CENTRAL AVENUE
ORAN PARK, NSW 2570
PHONE : (02) 4654 7777
FAX : (02) 4954 7829
© COPYRIGHT of this design and plan is the property of ACOR Consultants Pty Ltd, ACN 079 306 246 ABN 40 079 306 246, all rights reserved. It must not be used, modified, reproduced or copied wholly or in part without written permission from ACOR Consultants Pty Ltd.
ACOR Consultants Pty Ltd
Project
CAMDEN VALLEY WAY UPGRADE
BETWEEN HILDER STREET AND
T +61 2 4926 4811 KIRKHAM LANE INCLUDING
LIZ KERNOHAN DRIVE EXTENSION
The Forum, Level 1
Suite 1 240-244 Pacific Highway
Charlestown NSW 2290
Drawing Title
STORMWATER LONGITUDINAL SECTIONS
SHEET 4
Drawn
Date
JER
MAR 2023
Designed
Project No.
SP
Scale
A1
AS SHOWN
NSW210622
Q.A. Check
Date
TRC
28.02.24
Dwg. No.
Issue
C108-104
B
Mar 06, 2024 - 9:28am
SCALE 1:500 @ A1
SCALE 1:1000 @ A3
A1 HORIZONTAL SCALE 1 : 500
A1 VERTICAL SCALE 1 : 100
66.51
65.93
65.93
251.50
LINE 9
54.00
0.00
64.96
64.96
1.38
1.38
64.55
64.55
66.47
69.93
205.79
CHAINAGE
70.05
EXISTING SURFACE LEVEL
66.37
1.12
1.17
65.25
65.20
68.93
68.89
DESIGN SURFACE LEVEL
125.24
INVERT LEVEL
1.33
1.38
DEPTH TO INVERT
FROM DESIGN SURFACE
68.60
68.55
HYDRAULIC GRADE LINE
49.00
66.15
65.71
51.00
DATUM R.L.
