embankment toe erosion protection new … · op-400kv-ele-oh op-400kv-ele-oh op-400kv-ele-oh...
TRANSCRIPT
LONG SECTION NORTHBOUND
SCALE 1:2500H/1:500V
44
1.0
34
44
0.7
19
44
0.3
86
44
0.0
33
43
9.6
61
43
9.2
70
43
8.8
60
43
8.4
31
43
7.9
83
43
7.5
17
43
7.0
60
43
6.6
23
43
6.2
06
43
5.8
08
43
5.4
31
43
5.0
74
43
4.7
37
43
4.4
19
43
4.1
22
43
3.8
45
43
3.5
74
43
3.3
03
43
3.0
33
43
2.7
62
43
2.4
92
43
2.2
21
43
1.9
51
43
1.6
80
43
1.4
10
43
1.1
39
43
0.8
69
43
0.5
98
43
0.3
28
43
0.0
65
42
9.8
11
42
9.5
64
42
9.3
27
42
9.0
98
42
8.8
77
42
8.6
65
42
8.4
62
42
8.2
67
42
8.0
80
42
7.9
02
42
7.7
33
42
7.5
72
42
7.4
19
42
7.2
75
42
7.1
40
42
7.0
13
42
6.8
94
42
6.7
84
42
6.6
83
42
6.5
90
42
6.5
06
42
6.4
30
42
6.3
63
42
6.3
04
42
6.2
53
42
6.2
12
42
6.1
78
42
6.1
53
42
6.1
37
42
6.1
29
42
6.1
30
42
6.1
39
42
6.1
57
42
6.1
83
42
6.2
18
42
6.2
61
42
6.3
13
42
6.3
73
42
6.4
42
42
6.5
20
42
6.6
05
42
6.6
96
44
0.5
54
44
0.2
06
43
9.8
71
43
9.5
28
43
9.0
80
43
8.7
42
43
8.4
18
43
7.9
85
43
7.6
24
43
7.2
72
43
6.8
96
43
6.5
10
43
6.1
50
43
5.7
62
43
5.3
42
43
4.9
24
43
4.1
38
43
3.5
86
43
3.2
49
43
3.3
15
43
2.9
30
43
2.3
11
43
2.2
42
43
1.7
65
43
1.5
58
43
1.0
66
43
0.9
42
43
0.7
52
43
0.4
70
42
9.8
64
42
9.6
39
42
8.7
15
42
8.3
44
42
9.2
80
42
9.0
46
42
8.7
77
42
8.7
55
42
8.8
15
42
8.7
51
42
8.5
55
42
8.5
27
42
8.2
37
42
8.0
76
42
7.9
89
42
8.0
54
42
7.7
66
42
7.8
18
42
7.7
03
42
7.5
11
42
7.5
82
42
7.3
41
42
7.2
97
42
7.3
02
42
7.1
86
42
6.9
34
42
6.7
81
42
6.8
82
42
6.5
40
42
6.2
93
42
6.3
74
42
5.6
96
42
5.3
04
42
5.4
52
42
6.1
46
42
6.0
96
42
6.1
02
42
6.2
03
42
6.2
05
42
6.0
09
42
6.0
62
42
5.9
33
42
5.9
04
42
5.8
13
42
5.7
13
42
5.5
86
42
5.4
73
R=3600.000 L=431.260
CL
R=1260.000 L=404.147
CL=70.000
R=-4000.000 L=174.684 R=5100.000 L=505.291
CL=62.000 CL=57.295 R=-2000.000
L=187.805
R=-21000.000 L=292.985
R=20000.000 L=201.507
P=-1.353% L=255.835
R=47000.000 L=857.104
55
00
.0
55
20
.0
55
40
.0
55
60
.0
55
80
.0
56
00
.0
56
20
.0
56
40
.0
56
60
.0
56
80
.0
57
00
.0
57
20
.0
57
40
.0
57
60
.0
57
80
.0
58
00
.0
58
20
.0
58
40
.0
58
60
.0
58
80
.0
59
00
.0
59
20
.0
59
40
.0
59
60
.0
59
80
.0
60
00
.0
60
20
.0
60
40
.0
60
60
.0
60
80
.0
61
00
.0
61
20
.0
61
40
.0
61
60
.0
61
80
.0
62
00
.0
62
20
.0
62
40
.0
62
60
.0
62
80
.0
63
00
.0
63
20
.0
63
40
.0
63
60
.0
63
80
.0
64
00
.0
64
20
.0
64
40
.0
64
60
.0
64
80
.0
65
00
.0
65
20
.0
65
40
.0
65
60
.0
65
80
.0
66
00
.0
66
20
.0
66
40
.0
66
60
.0
66
80
.0
67
00
.0
67
20
.0
67
40
.0
67
60
.0
67
80
.0
68
00
.0
68
20
.0
68
40
.0
68
60
.0
68
80
.0
69
00
.0
69
20
.0
69
40
.0
69
60
.0
69
80
.0
70
00
.0
DATUM=420.000m.
CHAINAGE
VERTICAL ALIGN.
HORIZONTAL ALIGN.
ORIGINAL GL
PROPOSED LEVEL
44
2.3
79
44
2.0
08
44
1.6
17
44
1.2
06
44
0.7
75
44
0.3
24
43
9.8
53
43
9.3
62
43
8.8
51
43
8.3
20
43
7.7
85
43
7.2
89
43
6.8
33
43
6.4
16
43
6.0
40
43
5.7
02
43
5.3
74
43
5.0
45
43
4.7
17
43
4.3
89
43
4.0
60
43
3.7
32
43
3.4
04
43
3.0
75
43
2.7
47
43
2.4
19
43
2.0
96
43
1.7
82
43
1.4
76
43
1.1
79
43
0.8
90
43
0.6
10
43
0.3
38
43
0.0
75
42
9.8
20
42
9.5
74
42
9.3
36
42
9.1
07
42
8.8
86
42
8.6
74
42
8.4
70
42
8.2
75
42
8.0
89
42
7.9
11
42
7.7
41
42
7.5
80
42
7.4
27
42
7.2
83
42
7.1
48
42
7.0
21
42
6.9
02
42
6.7
92
42
6.6
90
42
6.5
97
42
6.5
13
42
6.4
37
42
6.3
69
42
6.3
10
42
6.2
60
42
6.2
18
42
6.1
85
42
6.1
60
42
6.1
43
42
6.1
35
42
6.1
36
42
6.1
45
42
6.1
63
42
6.1
89
42
6.2
23
44
0.4
92
44
0.1
63
43
9.8
27
43
9.4
79
43
8.9
72
43
8.6
26
43
8.3
67
43
7.9
40
43
7.5
70
43
7.2
38
43
6.8
74
43
6.4
91
43
5.9
15
43
5.1
35
43
4.3
79
43
3.9
25
43
3.4
99
43
3.6
26
43
2.9
18
43
2.2
84
43
1.9
84
43
1.5
90
43
1.2
71
43
0.9
65
43
0.7
29
43
0.8
18
43
0.4
54
42
9.9
32
42
9.6
66
42
9.4
90
42
8.9
63
42
9.3
24
42
9.4
07
42
9.4
27
42
9.3
70
42
9.1
13
42
9.0
49
42
9.0
02
42
8.7
97
42
8.6
59
42
8.6
12
42
8.2
10
42
8.0
64
42
7.9
77
42
7.9
29
42
7.7
57
42
7.7
82
42
7.7
28
42
7.6
00
42
7.5
71
42
7.3
53
42
7.2
99
42
7.3
04
42
7.1
88
42
6.9
29
42
6.5
54
42
6.8
64
42
6.4
99
42
6.2
35
42
6.3
59
42
5.6
72
42
5.3
11
42
5.5
80
42
6.1
42
42
6.0
98
42
6.1
11
42
6.2
06
42
6.1
81
42
6.0
41
R=3000.000 L=417.459
CL=69.600
R=1260.000 L=348.357
CL=98.000
R=-4000.000 L=153.431 R=5100.000 L=570.063
R=-20000.000 L=350.622
R=10000.000 L=108.889
P=-1.642% L=203.040
R=47000.000 L=882.260
55
00
.0
55
20
.0
55
40
.0
55
60
.0
55
80
.0
56
00
.0
56
20
.0
56
40
.0
56
60
.0
56
80
.0
57
00
.0
57
20
.0
57
40
.0
57
60
.0
57
80
.0
58
00
.0
58
20
.0
58
40
.0
58
60
.0
58
80
.0
59
00
.0
59
20
.0
59
40
.0
59
60
.0
59
80
.0
60
00
.0
60
20
.0
60
40
.0
60
60
.0
60
80
.0
61
00
.0
61
20
.0
61
40
.0
61
60
.0
61
80
.0
62
00
.0
62
20
.0
62
40
.0
62
60
.0
62
80
.0
63
00
.0
63
20
.0
63
40
.0
63
60
.0
63
80
.0
64
00
.0
64
20
.0
64
40
.0
64
60
.0
64
80
.0
65
00
.0
65
20
.0
65
40
.0
65
60
.0
65
80
.0
66
00
.0
66
20
.0
66
40
.0
66
60
.0
66
80
.0
67
00
.0
67
20
.0
67
40
.0
67
60
.0
67
80
.0
68
00
.0
68
20
.0
68
40
.0
68
60
.0
DATUM=420.000m.
SCALE 1:2500H/1:500V
LONG SECTION SOUTHBOUND
CHAINAGE
VERTICAL ALIGN.
HORIZONTAL ALIGN.
ORIGINAL GL
PROPOSED LEVEL
R=-25000.000
L=293.358
O
P-400kV
-E
LE
-O
H
O
P-400kV
-E
LE
-O
H
O
P-400kV
-E
LE
-O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
O
P
-
4
0
0
k
V
-
E
L
E
-
O
H
UPGRADED
BALSPORRAN
CAR PARK
NEW
BALSPORRAN
ACCESS TRACK
NEW SUDS
BASIN - 065
NEW NCN7 AND MAINTENANCE
ACCESS TRACK
NEW SUDS
BASIN - 063
NEW SUDS
BASIN - 069
NEW SUDS
BASIN - 060
EXISTING LEVEL
CROSSING
RW9 - NEW
DRUMOCHTER PASS
RETAINING WALL
EMERGENCY
LAYBY
EMERGENCY
LAYBY
RW10 - NEW DRUMOCHTER
PASS RETAINING WALL
EMBANKMENT TOE
EROSION PROTECTION
EMBANKMENT TOE
EROSION PROTECTION
EMBANKMENT TOE
EROSION PROTECTION
BANK EROSION
PROTECTION IN
CHANNEL
PROJECT 07
GLEN GARRY TO DALWHINNIE
DMRB STAGE 3
PLAN AND PROFILE (AERIAL)
S CZUPRYNSKI
08/01/18
R YOUNG S CZUPRYNSKI
A9P07-CFJ-HML-L_ML000_ML-DR-RD-0019
1:2500 at A1 (1:5000 at A3)
5 7 P01 S3
R GRAY
P01 08-01-18 1st Issue RY RGS3
A9P
07-C
FJ-H
ML-L_M
L000_M
L-D
R-R
D-0019.dw
g
495298
D
B
A
C
2 3 4 51
of
PROJ:
DATE:
SHEET:
DWG:
GENERAL NOTES
SUIT DESCRIPTION APPBYREV
REVISION:
Reproduced by permission of Ordnance Survey on behalf of Her
Majesty's Stationery Office, © Crown copyright and database right 2017.
All rights reserved. Ordnance Survey Licence Number: 100046668.
SUITABILITY:
DATE
DESIGN: DRAWN: CHK: APP:
Reproduced by permission of Ordnance Survey on behalf of Her
Majesty's Stationery Office, © Crown copyright and database right 2017.
All rights reserved. Ordnance Survey Licence Number: 100046668.
CÒMHDHAIL ALBA
1. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE.
CH2M HILL Fairhurst JV
C/O: City Park 368 Alexandra Parade Glasgow G31 3AU
Tel +44 (0)141 552 2000 Fax +44 (0)141 552 2525
2. THE MAINLINE ALIGNMENTS INCORPORATE VARIED
EARTHWORKS SLOPES. WHERE POSSIBLE
EARTHWORKS SLOPES HAVE BEEN ADJUSTED TO
ACCOMMODATE LANDSCAPING CONSIDERATIONS. IN
ADDITION, EARTHWORKS SLOPES HAVE BEEN
STEEPENED WHERE NECESSARY TO MINIMISE IMPACTS
ON ADJACENT CONSTRAINTS SUCH AS THE AQUEDUCT,
RAILWAY AND WHERE ROCK CUTS ARE ANTICIPATED.
LAND MADE AVAILABLE (LMA)
BEAULY TO DENNY POWER LINE,
PYLONS AND EXCLUSION ZONE
OP-SP-OH
SWALE
DITCH
WATER COURSE DIVERSION
CULVERTS / WATERCOURSE STRUCTURE
LEGEND:
ROAD
ROAD
EARTHWORKS CUTTING
EARTHWORKS EMBANKMENT
CARRIAGEWAY
SLOPE BETWEEN CARRIAGEWAYS
VERGE / CENTRAL RESERVE