Transcript
Page 1: 627 626 Fußweg 'DUXSHU 6WUD H Fußweg€¦ · t=1.98 S=89.65 D=91.57 S_Ost_22 SE(SOst25)=89.74 SE(SOst20)=89.74 SA(SOst22)=89.65 t=1.91 S=89.95 D=91.49 S_Ost_25 SA(SOst25)=89.95

96.62

93.67

92.44

92.75

91.35

94.05

93.29

92.20

94.16

93.07

92.85

94.79

91.51

91.02

89.62

91.43

91.24

91.24

91.10

91.12

91.04

91.21

91.28

90.89

90.83

90.73

90.65

90.61

90.80

91.20

90.88

91.04

90.90

90.90

90.14

89.84

90.06

89.95

89.85

90.04

90.23

90.76

90.40

90.53

90.72

90.88

90.51

90.41

90.05

89.94

89.99

89.95

90.10

90.19

90.45

90.45

90.50

90.59

90.50

90.45

90.56

90.57

89.86

89.81

90.11

89.82

89.66

89.66

89.92

90.12

89.96

90.87

90.25

91.03

91.26

91.34

90.81

90.61

91.13

91.25

91.37

91.45

91.09

90.92

90.74

90.80

90.83

90.72

90.52

90.68

90.75

90.80

90.99

91.05

90.94

90.89

90.72

90.79

90.67

90.74

90.65

90.72

90.38

89.99

89.77

89.77

89.72 89.98

90.11

90.34

90.47

90.51

90.59

90.77

90.73

90.75

90.88

90.93

90.88

90.91

90.64

90.56

90.56

90.56

90.61

90.53

90.57

90.60

90.50

90.55

90.53

90.61

90.62

90.62

90.78

91.02

90.77

90.70

90.55

90.51

90.66

90.47

90.84

90.56 90.52

90.56

90.51

90.53

90.47

89.45

88.40

88.10

88.30

89.00

88.40

87.90

S=???

D=90.35

Aus

SE(ROst5)=89.65

t=1.15

S=89.75

D=91.01

R_Ost_5

SE(ROst10)=89.80

SE(West10)=89.80

SA(ROst5)=89.75

t=1.27

S=89.83

D=91.05

R_Ost_10

SE(ROst15)=89.83

SA(ROst10)=89.83

t=1.22

S=90.16

D=91.38

R_Ost_15

SE(ROst20)=90.16

SA(ROst15)=90.16

t=1.21

S=90.27

D=91.53

R_Ost_20

SE(ROst25)=90.27

SE(R_Ost30)=90.27

SA(ROst20)=90.27

t=1.26

S=90.44

D=91.51

R_Ost_25

SA(ROst25)=90.44

t=1.07

S=89.83

D=91.04

R_West_10

SE(West15)=89.83

SA(West10)=89.83

t=1.21

S=90.22

D=91.35

R_West_15

SA(West15)=90.22

t=1.13

S=90.46

D=91.73

R_Ost_30

SA(R_Ost30)=90.46

t=1.26

S=88.33

D=90.10

S_West_5

SE(SWest8)=88.33

SA(SWest5)=88.33

t=1.78

S=88.53

D=90.81

S_West_8

SE(SWest12)=88.53

SA(SWest8)=88.53

t=2.28

S=89.00

D=91.32

S_West_12

SE(SWest10)=89.00

SA(SWest15)=89.00

t=2.32

S=89.29

D=91.06

S_West_10

SE(SOst10)=89.29

SA(SWest10)=89.29

t=1.77

S=88.75

D=91.29

S_West_15

SE(SWest15)=88.75

SE(SWest20)=89.28

SA(SWest12)=88.75

t=2.54

S=89.35

D=91.34

S_West_20

SE(SOst22)=89.35

SA(SWest20)=89.35

t=1.98

S=89.65

D=91.57

S_Ost_22

SE(SOst25)=89.74

SE(SOst20)=89.74

SA(SOst22)=89.65

t=1.91

S=89.95

D=91.49

S_Ost_25

SA(SOst25)=89.95

t=1.54

S=89.82

D=91.41

S_Ost_20

SE(SOst15)=89.82

SA(SOst20)=89.82

t=1.58

S=89.89

D=91.34

S_Ost_15

SA(SOst15)=89.89

t=1.45

S=89.40

D=91.09

S_Ost_10

SE(SOst11)=89.40

SA(SOst10)=89.40

t=1.69

S=89.65

D=91.31

S_Ost_11

SA(SOst11)=89.65

t=1.65

89.66

88.45

90.94

90.95

91.00

90.74

90.71

90.21

90.20

90.18

91.04

90.10

S=90.10

D=91.14

4066R

SE(H23)=90.10

SA(H24)=90.10

S=88.40

D=90.10

4070R

SA(H27)=88.40

S=88.22

D=90.07

4071R

SE(H27)=88.22

SA(H28)=88.22

S=88.10

D=90.09

4072R

SE(H28)=88.10

SA(H29)=88.10

S=87.76

D=88.70

4074R

SE(H29)=87.76

S=88.75

D=89.88

Tim_RW1

SA(H33)=88.75

t=1.13

90.82

90.80

90.78

90.70

90.77

90.82

90.88

90.81

90.90

90.95

91.03

90.95

91.07

91.01

90.93

91.00

90.96

90.88

90.90

90.86

90.74

90.77

90.79

90.81

90.81

90.92

90.99

90.98

90.82

90.71

90.60

90.58

90.64

90.68

90.69

90.77

90.63

90.55

90.47

90.40

90.44

90.47

90.46

90.60

90.50

90.49

90.50

90.54

90.54

90.62

90.67

90.63

90.72

90.72

90.73

90.69

90.69

90.68

90.75

90.76

90.65

90.58

90.47

90.38

90.24

90.06

89.87

89.82

89.78

89.86

89.81

89.88

89.83

90.10

89.9989.89

90.04

90.09

90.21

90.01

89.92

90.08

89.59

90.06

89.95

90.01

89.95

89.88

90.04

90.08

90.10

90.12

90.19

90.28

90.08

89.96

89.98

90.05

89.96

90.72

89.99

89.93

90.29

90.18

90.22

90.09

90.22

90.24

90.08

90.05

Winkelstütze

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.

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a

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d

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s

t

r

e

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f

e

n

S=90.12

D=91.62

HA2

S=90.07

D=91.57

HA1

S=90.06

D=91.61

HA3

S=89.91

D=91.61

HA5

S=90.07

D=91.77

HA4

F

I

I

F

.

Sommerkamp

I

S

2

0

1

6

2

0

23

D

a

r

u

p

e

r

S

t

r

a

ß

e

19

21

2

3

(

1

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(

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)

(

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)

(1)

(

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)

(

1

)

(1)

(1)

(

1

)

(1)

627

630

333

312

629

335

626

501

577

28/2

334

628

330

S=90.03

D=91.73

HA12

S=90.00

D=91.70

HA11

S=89.84

D=91.54

HA32

S=89.88

D=91.58

HA30

S=89.76

D=91.46

HA28

S=89.69

D=91.39

HA26

S=89.61

D=91.31

HA24

S=89.77

D=91.47

HA33

S=89.84

D=91.54

HA31

S=89.76

D=91.46

HA29

S=89.68

D=91.38

HA27

S=89.59

D=91.29

HA25

S=89.52

D=91.22

HA23

S=89.73

D=91.23

HA22

S=89.64

D=91.14

HA21

S=89.89

D=91.39

HA17

S=90.03

D=91.53

HA8

S=89.67

D=91.37

HA16

S=89.89

D=91.39

HA15

S=90.07

D=91.77

HA14

S=90.15

D=91.85

HA13

S=89.76

D=91.19

HA19

S=89.87

D=91.37

HA6

S=89.87

D=91.37

HA7

S=90.00

D=91.45

HA9

S=90.12

D=91.62

HA10

S=89.70

D=91.20

HA18

S=89.68

D=91.11

HA20

KS

KS

W

K

W

K

W

K

W

K

W

K

1

.

5

c

m

h

ö

h

e

r

W

K

1

.

5

c

m

h

ö

h

e

r

W

K

W

K

W

K

W

K

W

K

WK

WK

WK

WK

WK

WK

W

K

W

K

W

K

W

K

W

K

W

K

W

K

W

K

D

D

Fuß

weg

F

u

ß

w

e

g

Wirtschaftsw

eg

Wurzelschutz

ca. 8.00 m

Wurzelschutz

ca. 8.00 m

Wurzelschutz

ca. 8.00 m

Wurzelschutz

ca. 8.00 m

Wurzelschutz

ca. 8.00 m

Poller

91.10

91.18

91.27

91.34

91.32

91.62

91.46

91.20

91.26

91.15

1

2b

2a

2a

2a

2a

2a

2a

2a

2a

2b

2b

2b

2b

2b

2b

2b

2b

2b

2b

2b

2b

2c

2c

2c

2c

2c

2c

2c

2c

3

3

3

3

3

3

3

3

3

3

3

3

4

4

2a

89.88

91.00

91.12

90.00

91.26

DN

500

B

2.9‰

32.37 m

DN

300

B

2.8

12.9

6 m

D

N

3

0

0

B

4

.

0

8

3

.

1

2

m

D

N

3

0

0

B

4

.

0

2

7

.

5

5

m

D

N

3

0

0

B

4

.

0

4

1

.

6

5

m

DN

300

B

3.5

10.5

2 m

DN

300

B

4.0‰

97.81 m

D

N

2

5

0

S

t

z

5

.

0

7

8

.

6

0

m

DN

250

Stz

10.0

20.3

4 m

DN

250

Stz

10.0

21.8

8 m

DN

250

Stz

4.9‰

58.91 m

DN

250

Stz

5.0‰

50.34 m

D

N

2

5

0

S

t

z

5

.

0

1

3

.

4

4

m

D

N

2

5

0

S

t

z

5

.

2

4

0

.

4

8

m

D

N

2

5

0

S

t

z

3

.

0

2

7

.

7

8

m

D

N

2

5

0

S

t

z

3

.

0

2

2

.

2

3

m

DN

250

Stz

5.2

21.7

8 m

D

N

2

5

0

S

t

z

5

.

0

4

9

.

7

5

m

D

N

4

0

0

B

1

.

1

%

8

.

9

9

m

D

N

4

0

0

B

0

.

7

%

3

3

.

3

1

m

D

N

3

0

0

B

0

.

7

%

2

4

.

9

5

m

DN 300B

1.2%9.89 m

D

N

3

0

0

B

1

.

2

%

2

8

.

1

5

m

D

N

3

0

0

B

4

.

0

4

7

.

9

9

m

D

N

3

0

0

B

9

.

4

3

2

.

0

0

m

D

N

3

0

0

B

5

.

6

9

.

0

0

m

D

N

2

5

0

S

t

z

5

.

0

6

0

.

6

2

m

91.34

91.57

91.44

91.38

91.35

91.19

91.15

91.13

91.16

91.43

91.46

91.00

91.03

91.10

91.11

91.19

91.26

91.34

91.36

91.27

91.22

91.18

91.06

90.95

90.99

90.99

91.03

91.00

91.13

91.41

91.28

91.49

91.53

91.49

91.51

91.54

91.56

91.68

91.74

91.78

91.71

91.65

91.73

91.31

91.31

91.28

91.19

91.22

91.30

91.42

91.34

91.27

91.19

91.12

91.13

91.05

91.21

91.50

91.42

91.33

91.25

91.19

91.21

91.27

91.23

91.29

91.41

91.33

91.37

91.52

91.51

91.58

91.49

91.74

91.75

91.65

91.43

91.12

91.08

91.21

91.24

91.17

91.46

91.51

91.66

91.62

91.35

91.39

91.35

91.35

91.38

91.29

91.19

91.22

91.28

91.30

91.36

91.39

91.40

91.65

91.61

91.64

91.38

91.41

91.27

91.31

91.68

91.63

91.52

91.50

91.48

91.56

91.58

91.37

91.37

91.49

91.22

91.22

91.22

91.58

Schmutzwasserkanal

Regenwasserkanal

89.83

3%

89.83

89.83

PLANUNG

Zeichenerklärung

BESTAND

Datum Name

bearbeitet

gezeichnet

Entwurfsbearbeitung

geprüft :

Datum NameNr.

1

2

3

4

5

Art der Änderung

hem01.08.17

hem01.08.17Ingenieurbüro

KETTLER u. BLANKENAGEL GmbH

Ingenieurbüro für Strassenbau und Vermessung

Kesslerweg 52 - 48155 Münster

Tel. 0251/384997-0 Fax 0251/384997-99

[email protected]

Aufgestellt :

11.10.17 rioS_Ost_11 verschoben, HA neu angeordnet

AutoCAD SHX Text
Zweckbestimmung: Niederschlagswasser- versickerung

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