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4
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276
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49
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45
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A=41
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INF
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328
R=
800
R=
IN
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328
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
R=
IN
F
R
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2
0
R=INF
R
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F
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1
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2-3 Priključek Šalara
D
E
V
I
A
C
I
J
A
P
O
L
J
S
K
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P
O
T
I
,
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P
1
4
7
m
d
l
ž
.
4
,
0
0
m
7-1 REGULACIJA PJAŽENTIN
L=420,0 m
6-1 VIADUKT
STARA ŠALARA
od km 5+684.81 do km 5+890.81
dlž. 206,0 m
3-3 PODVOZ
km 4,9+53,84
kot križ. 26°
širina 70,32 m
dolžina 12,60 m
JAREK 11
REGULACIJA
L=14.0m; i=50%
KAMNITA ZLOŽBA
km 5,1+63 do 5,2+35
dolžina 72 m
višina do 10 m
P
R
E
H
O
D
P
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5
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9
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7
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3
7
5
A
=
2
4
9
R
=
2
0
0
0
A
=
3
7
5
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
0.6
0.7
0.8
A=
292
R=
IN
F
R=
800
A=
292
R
=800
Avtocestna baza
PREPUST 9.5
CEVNI Ø1.4m
L=22.0m; i=0.5%
P
R
E
P
U
S
T
C
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N
I
Ø
1
.
4
m
L
=
2
4
.
0
m
;
i=
3
.
0
%
JAREK 10
REGULACIJA
L=72.5m; i=0.5%
JAREK 10.1
REGULACIJA
L=10.0m; i=3.0%
K
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4
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V
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1
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1
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0
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0
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V-1.1, š=20
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1
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1
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0
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1
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1
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1
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V
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1
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0
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1
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2
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V
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1
.
1
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0
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1
2
V
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1
V
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1
.
1
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2
0
V
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1
.
1
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2
0
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2
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2
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6
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5
V
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1
1
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3
4
V
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3
4
V
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1
.
1
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0
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1
.
1
,
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2
0
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5
.
1
(
3
-
3
-
3
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,
š
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5
0
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-
2
(
6
-
1
2
-
6
)
,
š
=
1
5
V
-
1
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, š
=
2
0
V
-1
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, š
=
2
0
V-1.1, š=20
V-1.1, š=20
V
-
1
.
1
,
š
=
2
0
V
-
1
.
1
,
š
=
2
0
V
-
5
.
1
(
3
-
3
-
3
)
,
š
=
5
0
V
-
2
(
6
-
1
2
-
6
)
,
š
=
1
5
V
-
2
(
6
-
1
2
-
6
)
,
š
=
1
5
V
-
1
2
V-1.1, š=20
V-1.1, š=20
V-2 (6-12-6), š=15
V
-
1
.
1
,
š
=
2
0
V
-
2
(
6
-
1
2
-
6
)
,
š
=
1
5
V
-
2
(
6
-
1
2
-
6
)
,
š
=
1
5
V
-
1
.
1
,
š
=
2
0
V
-
1
.
1
,
š
=
2
0
V
-
1
.
1
,
š
=
2
0
V-1.1, š=15
V-1.1, š=15
V-1, š=15
V-1.1, š=15
V-2.1, š=15
V-19
V-18
V-19
V-18
V-18
V-19
V-18
V-1
9
V-1.1, š=15
V-1, š=15
V-1.1, š=15
V-19
V-18
V-18
V-19
V-18
V-19
V
-18
V
-19
V
-18
V-19.1
V-1
8
V-1
9
V-1
8
V-1
9
V-20
V-1.1, š=15
V-1.1, š=15
V-1, š=15
V-2
0
V
-
4
,
R
1
0
V
-
4
,
R
1
0
V-10
V-10
V-10
V-1.1, š=15
V-1, š=15
V-2.1, š=15
V-1.1, š=15
V
-3
0
V-3
0
V-1, š=10
6
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