1:1000 sans 1200 · 1115 vertical profile grades left edge (hl) centre line (cl) right edge (hr)...

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Y

: 6

4

9

6

5

X

: 2

6

4

8

6

3

1

Y

: 6

4

7

6

5

X

: 2

6

4

8

6

3

1

X

: 2

6

4

8

4

3

1

11

20

1

1

1

2

.0

1

1

1

2

.0

11

12

.0

1

1

1

4

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1

1

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1

1

1

6

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11

16

.0

11

18

.0

1

1

2

2

.0

1

1

2

2

.0

1

1

2

2

.0

11

22

.0

C

H

: 4

0

5

.1

9

1

CH

: 55

0.2

56

EC

C

CH

: 57

1.5

74

BC

C

C

H

: 5

8

6

.1

2

7

E

C

C

C

H

: 6

6

2

.6

0

6

B

C

C

C

H

:

6

9

9

.6

9

4

E

C

C

5

0

0

0

6

0

0

0

7

0

0

0

7

3

9

P

I

4

PI 5

P

I 6

B

u

s

R

o

u

t

e

C

H

: 9

.6

7

3

B

C

C

C

H

: 2

6

.3

6

6E

C

C

C

H

: 3

5

.8

9

7

B

C

C

CH

: 4

3.7

51

EC

C

CH

: 1

66

.3

64

BC

C

0

0

0

0

0 100

0

20

0PI 1

PI 2

PI 3

Staff Road

SCALES:

Horizontal 1:1000

Vertical 1:100

DATUM 1100.000

Bus Route LONGITUDINAL SECTION

from 660.000 to 740.128

1105

1110

1115

VERTICAL PROFILE

GRADES

LEFT EDGE (HL)

CENTRE LINE (CL)

RIGHT EDGE (HR)

GROUND LEVELS ON CL

SUPERELEVATION

LEFT

RIGHT

HORIZONTAL ALIGNMENT

DISTANCE (m)

FIN

AL

D

ES

IG

N

RO

AD

L

EV

EL

S

0.731%629.7521108.050

BVC

575.380

EVC

684.125

VCL=108.746m

K=11

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

11

08

.5

31

11

08

.4

25

11

08

.5

63

11

08

.5

64

11

08

.7

10

2.0%

693.064

-2.0%

DIRECTION

175°00'00"

R=25.0m

BC

C6

66

2.6

06

69

9.6

94

EC

C6

I=217°30'00"

CURVE 6

DIRECTION

260°00'00"

66

0

68

0

70

0

70

0

72

0

74

0

74

0

74

0

Y

: 6

4

9

6

5

X

: 2

6

4

8

6

3

1

Y

: 6

4

7

6

5

X

: 2

6

4

8

6

3

1

11

20

1

1

3

0

1

1

1

4

.0

1

1

1

6

.0

1

1

1

6

.0

11

16

.0

11

18

.0

1

1

2

2

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1

1

2

2

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1

1

2

2

.

0

1

1

2

2

.0

11

22

.0

11

24

.0

11

26

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1

1

2

8

.0

1

1

3

2

.0

1

1

3

4

.

0

1

1

3

6

.0

1

1

3

8

.0

C

H

:

3

1

6

.

8

8

8

B

C

C

C

H

: 4

0

5

.1

9

1

E

C

C

C

H

: 5

1

4

.8

5

0B

C

C

CH

: 55

0.2

56

EC

C

CH

: 57

1.5

74

BC

C

C

H

: 5

8

6

.1

2

7

E

C

C

C

H

: 6

6

2

.6

0

6

B

C

C

0

4

0

0

0

5

0

0

0

6

0

0

0

7

0

0

P

I

3

P

I

4

PI 5

P

I 6

B

u

s R

o

u

te

B

u

s

R

o

u

t

e

C

H

: 9

.6

7

3

B

C

C

C

H

: 2

6

.3

6

6E

C

C

C

H

: 3

5

.8

9

7

B

C

C

CH

: 4

3.7

51

EC

C

CH

: 1

66

.3

64

BC

C

C

H

: 2

2

9

.1

9

6

E

C

C

C

H

: 2

6

0

.7

2

1

B

C

C

C

H

: 2

7

8

.1

7

4

E

C

C

0

0

0

0

0 100

0

20

0

0

3

0

0

0

3

0

2

PI 1

PI 2

PI 3

PI 4

Staff Road

S

ta

ff R

o

a

d

SCALES:

Horizontal 1:1000

Vertical 1:100

DATUM 1110.000

Staff Road LONGITUDINAL SECTION

from 0.000 to 302.068

1115

1120

VERTICAL PROFILE

GRADES

LEFT EDGE (HL)

CENTRE LINE (CL)

RIGHT EDGE (HR)

GROUND LEVELS ON CL

SUPERELEVATION

LEFT

RIGHT

HORIZONTAL ALIGNMENT

DISTANCE (m)

FIN

AL

D

ES

IG

N

RO

AD

L

EV

EL

S

3.605% -10.126%12.146 1115.474

BVC

0.728

EVC

23.564

VCL=22.836m

K=2

38.100 1112.846

BVC

32.893

EVC

43.308

VCL=10.415m

K=1

2.154%68.198 1112.521

BVC

57.028

EVC

79.368

VCL=22.340m

K=7

-3.067%261.142 1116.676

BVC

241.637

EVC

280.646

VCL=39.009m

K=7

-1.147%-1.018%

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

11

15

.0

36

11

15

.0

62

11

15

.0

82

11

14

.6

40

11

14

.3

18

11

13

.3

73

11

12

.9

63

11

12

.8

71

11

12

.7

86

11

12

.6

81

11

12

.6

34

11

12

.6

10

11

12

.6

09

11

12

.7

61

11

12

.7

75

11

13

.2

06

11

13

.6

36

11

14

.0

67

11

14

.4

98

11

14

.9

29

11

15

.3

59

11

15

.7

90

11

16

.2

21

11

16

.2

56

11

16

.4

26

11

16

.4

22

11

16

.0

97

11

16

.0

78

11

15

.4

84

11

15

.4

21

DIRECTION

312°15'30"

R=25.0m

BC

C1

9.6

73

26

.3

66

EC

C1

I=293°07'40"

CURVE 1

DIRECTION

274°00'00"

R=25.0m

BC

C2

35

.8

97

43

.7

51

EC

C2

I=283°00'00"

CURVE 2

DIRECTION

292°00'00"

R=200.0m

BC

C3

16

6.3

64

22

9.1

96

EC

C3

I=301°00'00"

CURVE 3

DIRECTION

310°00'00"

R=25.0m

BC

C4

26

0.7

21

27

8.1

74

EC

C4

I=290°00'00"

CURVE 4

DIRECTION

270°00'00"

0 1

12

20

24

33

38

40

43

52

57

60

68

79

80

10

0

12

0

14

0

16

0

18

0

20

0

22

0

24

0

24

2

26

0

26

1

28

0

28

1

30

0

30

2

Key Diagram

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1:1000

0 20.00 40.00 60.00 80.00 100.00

Scale 1:1000

Metres

Ge

ne

ra

l N

ot

es

1.

Do

n

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ca

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th

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D

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ith

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:

4.

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R

-

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0 20.00 40.00 60.00 80.00 100.00

Scale 1:1000

Metres

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