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