Prosta L=68.4743

R=125m  

=

46,93

L=153,58m T=54.26m

Prosta L=636.3277m

R=125m  

=

60,67

L=197,1672m T=73.15m

Prosta L=189.3055m

Pochylenia niwelety

0

1

3

4

5

6

7

8

9

1

2

1

2

91.79

89.55

91.50

91.50

90.00

92.75

92.08

97.9

95.23

97.15

96.78

97.56

100.98

100.98

112.00

103.5

119.34

106.94

122.00

108.19

112.22

107.57

106.5

106.5

00.000

68.474

154.60

222.01

501.399

563.95

607.013

707.75

858.34

52.104

122.26

212.57

244.85

p.p 80 m n.p.mm

i=2.26%

L=154.44m

i=1,84%

L=345.07m

i=1.2%

L=62.55m

R=1000m
B=0,229m

T=21,43m

i=3,11%

L=100.62m

i=1,78%

L=394.63m

R=1500m
B=0,5719m

T=41,422m

i=3,67%

L=29.14m

WP 2

WP 4

R=1500m
B=0,0395m
T=10,89m

717.63

R=1500m
B=0,0034m

T=3,22m

88.00

88.00

0.00

2.24

0.00

2.75

91.00

90.71

0.29

90.00

91.79

1.79

89.80

91.91

2.11

93,74

97,9

4.16

95.00

97,9

2.90

5.82

4.16

95.50

96.89

1.39

0.78

0.00

8.50

12.40

115.10

104.65

10.45

118.00

105.79

12.21

13.81

14.65

0.00

85.00

90.00

95.00

100.00

105.00

110.00

115.00

120.00

KM 0+154.60

KM 0+717.63

drogi KM 0+000.00

Koniec projektowanej drogi

KM 1+244.85

Projektowany przepust rurowy

Projektowany przepust rurowy

KM 0+176.624

KM 0+585.48

WP 1

WP 3

zbiornikiem wodnym mostem

stalowym, kratowym

KM 0+501.399

122.3

109.08

13.22

176.62

151.28

157.60

585.48

717.63

89.80

95.50

455.81

546.98

95.71

96.74

1.03

478.51

119.67

923.14

987.21

Rys. 2

Skala: 1:

200

2000

2012/2013