Alignment-Span-Level

Alignment
Originator
A Flowers
Checked
R Evans
Column Number
1
2
3
4
5
6
7
Reading Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
Proposed Re-alignment
2 2 4 3
6 6 5 6 8 9 3 7 9 7 5 6 8 6 5 -5 -3 X 1 3
Rail off Beam
Centre Line
-14 -9 -11 -13 -9 -8 -7 -8 -6 -9 -4 -1 -6 -2 -2 -2 -1 -5 -3 -10 -1 0 6 9 2 0 2 7 1 0 3 4 4 4 1 2 2 1 4 0 -4-2 X -9 -4 -9 -10 -12 -9 -9
South East Rail
(Datum)
Spans
Crane Parked
2
0
39624
39633 (+9)
6
39626 (+2)
39631 (+7)
6 6 5
4
39625 (+1)
39628 (+4)
2 2
39625 (+1)
39629 (+5)
(+3)
39624
39627
3
39628 (+4)
1
39623 (-1)
3
39626 (+2)
0
39628 (+4)
-2
39627 (+3)
-5
39624
-5 -5 -5
-11 -11
-10
39625 (+1)
39624
39624
39626 (+2)
39619 (-5)
39624
-4 -3
39625 (+1)
39624
-5
39623 (-1)
-9
-15
39617 (-7)
39620 (-4)
-11
-19
39613 (-11)
39621 (-5)
-15
-24
39611 (-13)
39618 (-6)
-10
-15 -12
-23 -19 -18 -19 -19 -19 -20 -20 -20 -15 -15
-17
-21
-22 -22
-24
-26 -26 -27 -26 -25 -26 -25
-28
39611 (-13)
39612 (-12)
39612 (-12)
39619 (-5)
39611 (-13)
39620 (-4)
39616 (-8)
39623 (-1)
39620 (-4)
39625 (+1)
39620 (-4)
39626 (+2)
39617 (-7)
39625 (+1)
39621 (-3)
39627 (+3)
39622 (-2)
39627 (+3)
39624
39625 (+1)
39622 (-2)
39624
39622 (-2)
39625 (+1)
39620 (-4)
39624
39621 (-3)
39624
39619 (-5)
39623 (-1)
39622 (-2)
39623 (-1)
+10mm
-5 -1
0
-12
-8
-10mm
-12 -13
-15 X -15 -14
39614 (-10)
39622 (-2)
X
39613 (-11)
39622 (-2)
39621 (-3)
39625 (+1)
39618 (-6)
39623 (-1)
39620 (-4)
39625 (+1)
39626 (+2)
39632 (+8)
39630 (+6)
39632 (+8)
39628 (+4)
39630 (+6)
-10mm
North West Rail
0
7
-4 -3 -1 -2
1
-2
1
-2
-1
4 5
5
5 7
12 11
5 5
3
4
5
6
8 8
9
11
11
13 14
14
18
20 21 21
23 23
22
20
23 22
19
22
13
17
5
12 10 5 X 4
10
9 8 9
15 14 14 13 X 13 13 13 13 13
7
9
4
6
+10mm
Rail off Beam
Centre Line
-19 -14 -10 -4 -4 0 -2 -7 -5 -4 -5 -4 -2 -3 5 -8 -7 -8 -6 2 10 11 11 7 7 5 7 7 3 1 -2 -3 2 -1 -3 -12 -13 -12 -13 -7 0 1 X -4 -4 -8 -8 -12 -9 -11
Proposed Re-alignment
7 5 1
-7 -4
-3 -2 -2 -2 1 2 3 4 3 9 4 8 X 9 4 5 4 3 2 2
Reading Number
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
Levels
Column Number
1
2
3
4
5
6
7
Reading Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
South East Rail
Level
Difference
North Rail to
South Rail
North West Rail
Crane Parked
8
0 0
5 7
3
-2 -2
0 0
-1
1 3 4
-2 -4 -5 -5 -6 -8 -7 -3
-11 -13 -12 -10 -11 -10 -8 -10
8 10 14 11 15 16 18 18 17 15 13 15 16 19 18 15 13 16 12 11 11 20 19 15 10 15 16 17 19 11 15 13 13 16 18 18 22 X 15 7 0 -12 -5 -10 -20
10
19 18 18
14 16 18 17
14 14
18 20
17
14
10 8 10
4 4
8 9
6
3 0
4 6
9 9
-5
-8 -6 -7 -10 -11 -10 -11 X
6 7 7 6 6 7 8 11 X 8
-7
-2
5
5 5
18
6
24
29
19 19
35
+10mm
-10mm
+10mm
15
-10mm
Reading Number
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
NOTES:
• ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED
• READINGS TAKEN GENERALLY AT 3.75M INTERVALS
• RAIL SPAN AS ADVISED BY CLIENT 39624MM
• LEVEL DATUM ESTABLISHED AT READING 5 ON NORTH RAIL
• FIGURES & LINES IN RED SHOW PROPOSED RAIL RE-ALIGNMENT
FOR DISCUSSION
• ALIGNMENT ADJUSTMENTS BASED ON BEAM WEB THICKNESS
OF 19MM AS ADVISED BY CLIENT
• BS466:1984 APP. F SPAN TOLERANCE +/- 9MM FOR THIS DESIGN SPAN
E
N
S
W
Po Box 466 • Ross-on-Wye • HR9 9AX t: 01989 770000 f: 01989 500700
http://www.crsurveys.co.uk sales@crsurveys.co.uk
ISSUE DETAILS DATE
A INITIAL ISSUE 00/00/00
DO NOT SCALE, IF IN DOUBT ASK
Sheet
1 of 1
Client
Site
DWG No.
Title
DWG1000
Example
Example
Contract No.
J1000
Alignment, Span & Level
Survey Results for OHC
Long Travel Rails