Download - Colector (Drainage system)

Transcript

P.C. 115.00

115.00

117.50 117.50

120.00 120.00

122.50 122.50

Cotas de Terreno

12

0.3

81

12

0.3

46

11

9.3

23

11

9.3

20

11

8.9

13

11

9.1

54

11

7.3

18

11

6.9

47

11

6.5

61

12

2.0

30

12

1.4

37

12

0.8

83

12

0.6

91

12

0.4

76

12

0.2

65

11

9.4

82

12

0.3

83

12

0.3

14

12

0.3

61

12

0.4

21

12

0.4

40

12

0.3

01

12

0.1

50

12

0.0

63

11

9.9

71

11

9.6

86

11

9.6

41

11

9.6

18

11

9.5

87

11

9.4

65

11

9.3

01

11

9.5

21

11

9.5

68

11

9.3

13

11

9.3

03

11

8.8

48

11

8.8

98

11

8.8

45

11

8.7

71

11

8.8

05

11

8.7

51

11

8.7

23

11

8.6

71

11

8.6

86

11

9.2

97

11

9.2

42

11

9.2

36

11

9.3

18

11

9.1

06

11

9.1

43

11

9.2

28

11

9.0

10

11

9.0

68

11

9.1

12

11

9.1

64

11

9.3

13

11

8.9

23

11

8.7

15

11

8.4

76

11

8.2

75

11

8.0

65

11

7.8

41

11

7.6

15

11

7.3

65

11

7.1

79

11

7.0

00

11

6.9

52

11

6.9

08

11

6.7

85

11

6.6

66

11

6.5

96

11

6.5

61

Distancias a Origen

69

.9

2

11

7.2

1

21

7.3

9

25

7.9

0

28

2.1

2

41

0.7

7

55

2.5

32

57

7.7

14

62

7.5

32

0.0

00

10

.0

00

20

.0

00

30

.0

00

40

.0

00

50

.0

00

60

.0

00

70

.0

00

80

.0

00

90

.0

00

10

0.0

00

11

0.0

00

12

0.0

00

13

0.0

00

15

0.0

00

16

0.0

00

17

0.0

00

18

0.0

00

19

0.0

00

20

0.0

00

21

0.0

00

22

0.0

00

23

0.0

00

24

0.0

00

25

0.0

00

26

0.0

00

27

0.0

00

28

0.0

00

29

0.0

00

30

0.0

00

31

0.0

00

32

0.0

00

33

0.0

00

34

0.0

00

35

0.0

00

36

0.0

00

37

0.0

00

38

0.0

00

39

0.0

00

40

0.0

00

41

0.0

00

42

0.0

00

43

0.0

00

44

0.0

00

45

0.0

00

46

0.0

00

47

0.0

00

48

0.0

00

49

0.0

00

50

0.0

00

51

0.0

00

52

0.0

00

53

0.0

00

54

0.0

00

55

0.0

00

56

0.0

00

57

0.0

00

58

0.0

00

59

0.0

00

60

0.0

00

61

0.0

00

62

0.0

00

62

7.5

32

Distancias Parciales

0.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

9.9

2

10

.0

00

10

.0

00

10

.0

00

10

.0

00

7.2

1

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

10

.0

00

7.3

9

1.6

96

10

.0

00

10

.0

00

10

.0

00

10

.0

00

7.9

0

7.6

91

10

.0

00

2.1

2

6.3

20

10

.0

00

10

.0

00

10

.0

00

10

.0

00

6.3

20

10

.0

00

10

.0

00

10

.0

00

10

.0

00

6.3

20

10

.0

00

10

.0

00

10

.0

00

10

.0

00

0.7

1

8.5

21

10

.0

00

10

.0

00

10

.0

00

9.1

46

2.1

46

10

.0

00

10

.0

00

10

.0

00

4.3

46

10

.0

00

10

.0

00

2.5

32

7.4

68

10

.0

00

2.2

86

7.7

14

7.4

68

10

.0

00

10

.0

00

10

.0

00

7.5

32

Codigos

PO

ZO

0

3

PO

ZO

0

4

PO

ZO

0

6

PO

ZO

0

7

PO

ZO

0

8

PO

ZO

1

1

PO

ZO

1

5

PO

ZO

1

6

PO

ZO

0

1

Cota Hidraulica

11

8.1

1

11

7.9

68

11

7.6

67

11

7.5

46

11

7.4

74

11

8.3

2

pendiente -0.30 %

pendiente -0.30 %

IN

IC

IO

12

0.6

36

33

.3

33

.3

3P

OZ

O 0

21

18

.2

20

11

7.8

15

11

9.9

52

14

0.0

00

10

.0

00

PO

ZO

0

91

17

.3

51

PO

ZO

1

01

17

.2

40

pendiente -0.437 %

11

5.2

67

11

5.1

58

11

4.9

40

11

7.3

18

52

5.6

54

5.6

54

PO

ZO

1

41

15

.9

28

11

8.7

29

32

2.9

02

.9

0

11

9.2

96

36

0.1

20

.1

2

PO

ZO

1

7

HIN

CA

11

9.7

12

16

8.4

48

.4

4P

OZ

O 0

5

POZO caño

11

6.9

91

11

9.0

74

44

3.0

23

.0

2

11

8.9

02

48

0.2

60

.2

6P

OZ

O 1

21

16

.8

79

11

8.5

20

49

7.2

67

.2

6P

OZ

O 1

31

15

.5

5

11

7.0

88

Replanteado el 28 de Julio de 2009Scale: Surveyed by:

Survey Date: Drawing No:

Title:

Site:

145-157 St JoHn Street

London

EC1V 4PW

www.camls.co.uk

[email protected]

1:2000 CLS

#/#**/**/2013

Data

Data