Page 8 - EMPHISS

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04.0
05.0
06.0
07.0
Chainage
1
08.0
09.0
10.0
11.0
N
12.0
13.0
14.0
15.0
16.0
05.0
17.0
06.0
18.0
07.0
19.0
08.0
SCALE 1:250 VERTICAL
20.0
Existing Ground Levels
09.0
Existing Ground Levels
21.0
10.0
22.0
SCALE 1:250 HORIZONTAL
11.0
23.0
24.0
12.0
102.00
108.00
107.234 0.000 D 102.50 103.00 103.50 104.00 104.50 105.00 105.50 106.00 106.50 107.00 107.50 C SCALE 1:250 VERTICAL SCALE 1:250 HORIZONTAL Alignment Profile - RIGHT SIDE WHEEL 107.293 B Chainage 103.00 103.50 104.00 104.50 105.00 105.50 106.00 106.50 107.00 107.50 A 108.00 1
0.000
25.0
26.0
13.0
27.0
28.0
29.0
14.0
30.0
107.173 01.000 107.231 01.000 2
15.0
31.0
16.0
2
32.0
17.0
107.114 02.000 107.174 02.000
33.0
18.0
34.0
19.0
107.058 03.000 107.116 03.000
35.0
20.0
36.0
21.0
107.002 04.000 107.064 04.000
22.0
37.0
106.954 05.000 107.012 05.000
23.0
Alignment Profile - LEFT SIDE WHEELS
38.0
24.0
106.905 06.000 106.942 06.000
39.0
25.0
BRADSHAW BROW ( A676)
40.0 106.857 07.000 106.872 07.000 3
26.0
3
27.0
106.808 08.000 106.802 08.000
28.0
29.0
30.0
31.0
41.0
106.744 09.000 106.736 09.000
42.0
32.0
33.0 106.700 10.000 106.686 10.000
43.0
34.0 106.648 11.000 106.655 11.000
44.0
LP
35.0 106.611 12.000 106.624 12.000
45.0 106.565 13.000 106.593 13.000
IC
36.0 4
4
46.0 106.526 14.000 106.562 14.000
106.489 15.000 106.533 15.000
37.0
47.0
106.434 16.000 106.498 16.000
38.0
48.0
106.383 17.000 106.455 17.000
39.0
49.0
106.331 18.000 106.404 18.000
40.0
50.0
106.273 19.000 106.360 19.000
41.0
106.213 20.000 106.316 20.000 5
51.0 SP
5
42.0
106.159 21.000 106.271 21.000
52.0
43.0
106.106 22.000 106.219 22.000
53.0
44.0 106.064 23.000 106.166 23.000
54.0
45.0 106.031 24.000 106.113 24.000
55.0
105.999 25.000 106.061 25.000
46.0
105.969 26.000 106.008 26.000
56.0
47.0 6
6
105.939 27.000 105.953 27.000
57.0
48.0
105.909 28.000 105.902 28.000
58.0 PO
49.0
105.879 29.000 105.857 29.000
59.0 TP
50.0 105.840 30.000 105.817 30.000
60.0 105.800 31.000 105.774 31.000
51.0
105.760 32.000 105.728 32.000
61.0
PO
52.0 7
105.719 33.000 105.683 33.000
7
62.0
53.0
105.679 34.000 105.642 34.000
LP
PO
PO
63.0
54.0
105.640 35.000 105.603 35.000
Track
55.0 64.0 105.602 36.000 105.567 36.000
105.568 37.000 105.591 37.000
65.0
56.0
105.536 38.000 105.560 38.000
66.0
57.0
105.503 39.000 105.530 39.000 8
8
58.0
67.0 Building
SP
SP
105.474 40.000 105.420 40.000 ! Ground conflict - Max 90mm
59.0 Tarmac 68.0
105.448 41.000 105.304 41.000
Manhole
pl
60.0 105.411 42.000 105.145 42.000
69.0
105.372 43.000 104.948 43.000
61.0
70.0
B
105.335 44.000 104.807 44.000
62.0
71.0
105.304 45.000 104.687 45.000
63.0
9
Building
72.0 9
105.278 46.000 104.572 46.000
64.0
73.0 105.255 47.000 104.414 47.000
65.0
105.234 48.000 104.271 48.000
74.0 Concrete
66.0
105.210 49.000 104.142 49.000
66.3
75.0
105.156 50.000 ! Ground conflict - Max 22mm 104.029 50.000
105.036 51.000 103.812 51.000
104.909 52.000 103.719 52.000 10
10
104.778 53.000 103.624 53.000
104.651 54.000 103.553 54.000
104.525 55.000 103.494 55.000
Chamber
104.396 56.000 103.436 56.000
Car Park
104.268 57.000 103.378 57.000
104.140 58.000 103.332 58.000 11
11
0
0
104.020 59.000 103.291 59.000
103.914 60.000 103.250 60.000
103.821 61.000 103.208 61.000
103.738 62.000 103.165 62.000
103.654 63.000 103.258 63.000
103.585 64.000 103.225 64.000 12
12
103.531 65.000 103.192 65.000
103.478 66.000 103.096 66.000
103.069 66.324
103.433 67.000
SCALE 1:200
103.305 68.000
103.213 69.000
103.129 70.000
103.057 71.000 13
13
10m
102.988 72.000
102.896 50 to 100mm ground penetration 73.000 D 0 to 50mm ground penetration 0 to 50mm ground clearance 50 to 100mm ground clearance C Over 100 ground clearance (no colour) KEY (ground conflict report) vehicle traveling at 5mph B Swept path analysis is based on the following dimensions only. Dimension are in meters. Work to figured Do not scale from this drawing A NOTES 14
IH
01
Rev
Title
Drawn
Project
Customer
Date
11.05.23
14
Drawing Status
ROYAL OAK
Revision Information
Details
C14993-SPA-010
Project Drawing Reference
3+4 LOW LOADER
dimensions thus obtained. IF IN DOUBT ASK.
FIRST ISSUE
VolkerStevin Drawing Reference
VERTICAL CLEARANCE
SE10-BOL0129-SPA-010
11/05/23
SWEPT PATH ANALYSIS
15
15
Issue Date
Over 100 penetration
A3
PRELIMINARY - FOR INFORMATION
Sheet Size
IH
Dra
parties without the consent of the author. Previous versions of this drawing should be marked
16
16
Scale
Chk
CW
This drawing is issued by VolkerStevin subject to the condition that it is not copied or disclosed to third
SUPERSEDED or destroyed. Scaling this drawing is not recommended and no guarantee can be given to
SE
AS SHOWN
Apv
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