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