situace PDF

, dl.8,2m
0
KAM 15
611
m
V5
0, dl.19,1
KAM 15
dl.0,8m
m
0, dl.3,4
KAM 15
KA
50,
dl.1
,75
K
2,0 AM
30
22
0
%
-5
0,4
5
m
582
KA M 300
7,88m
1,382%5
M1
1417
541
300
m
KAM
-9,41
%
4
9
5
1,
0,
KAM 15
403
5m
0, dl.3,4
KAM 15
406
m
0, dl.0,6
KAM 15
167
549
1416
m
0
0, dl.2,
5
KAM 1
M1
112
l.1,
KA
401
dl.
402
dl.0
0, dl.3,0
m
dl.0
,6m
,7m
292
m
, dl
dl.4
.2,5
,4m
m
KA
1,
40 M 3
8% 00
-2
,8
4m
m
1,1 KA
31 M
% 30
-2 0
4, 7
5
30
0
24
,65
m
dl.
3,0
m
15
0,
dl.
2
,1m
M
KA 1a M UV
15 4
0, (D
dl. iK
2,1 )
KA
m
M
15
0,
dl.
2,3
m
15
0,
dl.
2
,0m
KA
M
KAM 15
0, dl.3,5
m
203
92
m
0, dl.2,4
KAM 15
202
KA
m
0, dl.2,5
KAM 15
15
0,
d
m
m
0, dl.2,9
KAM 15
216
15
0
,d
l.2
188 0,70
KAM 15
dl.
2,3
m
,3
.3
105
168
KAM 150, dl.2,8m
2,8
m
75
dl.
,2
0,
15
M
m
2,7
dl.
15
0,
0,
M
15
0, dl.2,8
M
KA
0,
15
KAM 15
0, dl.3,4
m
,d
l.3
,2m
50
KA
M
0m
186
118
KAM 15
0, dl.2,6
223
,8
m
.1
DATA OD:
98
LEGENDA
0,
dl.
4, V4
0m
225
KA
0,
49 M 4
7% 00
-4
2,
25
m
KA
M
KA
15
M
20
0,
d
l.3
,4
m
254
m
5m
KAM 40
0
1,076%
51,13m
15
0
KA
M
0,
15
KA
M
15
226
KAM 15
0, dl.2,7
,d
l.2
,8m
KA
0,
47 M 4
6% 00
-4
8,
34
m
dl.
0,
dl
P3
15
.4
0,
,2
KA 1 5m
d
M UV
l.4
15
,5
m
KA
0,
dl
M
.
2,
15
7m
0,
dl
.4
,6
5m
6, V3
4m
0, dl.2,8
KA
M
KA
M
m
110
KAM 15
P
KA 30
M -U
15 V
0,
dl
KA
0,
54 M 3
3% 00
-3
8,
65
m
m
15
0
,1m
96
94
KA
M
% 400
49
,9
5m
0,
M
dl.18
KA
200,
dl3
,
6m
5m
KAM 15
189
dl.
KA
K AM
KA
218
7, V2
1m
m
KAM 300
- SANACE dl. ~ 200 m
0, dl.2,7
,55
m
P1a
KAM -b - UV
200
, dl.3
,3m
m
0,462%-39,0
544
KAM 15
187
KAM 400
1,048%-49,61m
KA
dl
KA
M
% 400
-1
9,
17
m
15
0,
dl.
5
l.6
,7
LT
60
0
77
%14
,78
73
M
90
0m
m,
d
0,6
0,
P
KA 3 -U
M V
15
0,
-28,37
m
DN
.2
m
M
40
0
6%
-30
,36
00
KA
0,705
%
m
dl
KAM 400
3,36%-30,36m
3,3
m
dl.
14
,3
15
0,
M
KA
545
KAM 6
479
0, dl.3,1
5
m
P
KA 2 -1
M 68
15
0,
KA
75 M 6
%
-4 00
1,
34
m
15
0,
m
0,
P3
KA 9 M UV
15 7 (
0, DiK
dl.
2,2 )
m
m
P3
KA 9a M
U
15 V 8
0,
dl. (DiK
0,5 )
m
KAM
300
1,77%
-14,1
6
e
Lab
KA
M
117
KAM 300
1,412%-48,15m
P4
KA 0 a
M -U
15 V5
0,
dl. (DiK
2,4 )
m
KA
M
253
dl.3,1m
M 250,
l.2
,4m
KA
1,2 M 30
46
%- 0
40
,12
BET 800
P3
KA 9c M UV
15 6
0, (D
dl. iK
1,7 )
m
KAM
600
1,03
%-2
8,16
m
478
KAM 300
0,423-59,06m
M
78
K
3.9 AM
28 300
%11
,71
m
STOKA A8 - DN 800 mm
KA
%-
0,
M
15
dl.
1,8
5m
76
M
15
0,
KA
KA
KA
93
405
70 P4
1,1
Lab
e
KA
M
KA
M
1,0
5% 300
-24
,76
m
831
147
m
273
0,791%-22,75m
,4m
KAM 150, dl.2
0,
dl.
3,6
m
5,2
51b= UV
,8m
KAM 150, dl.2
20
dl.
,25m
0,
0, dl.3,8
5m
KAM 250
1,142%-11,38m
KAM 250
0,472%-27,57m
P50 - UV
,35m
KAM 150, dl.2
20
KAM 15
157
KAM 300
0,477%-50,32m
KAM 150, dl.2
KA
M
M
KAM 300
,45m
KAM 150, dl.3
KA
90
232
222
KAM 150, dl.2,15m
97
0, dl.3,6
m
224
KAM 300
15%-3,80m
M
30
0
%22
,41
05
50,
1,2
KA
M1
KAM 15
150
,85m
KAM 150, dl.1
KA
M
KA
5m
,3m
KAM 150, dl.2
547
KAM 150, dl.2
,3
dl.
50,
KAM 15
m
0,
M1
50,
.1,6
15
, dl
KAM
m
m
150
KA
KA
M1
l.1,7
,d
150
V
KA6
M
542
V1
KA
M
m
0, dl.3,4
KAM 15
55,18
1,1 KAM
53 3
% 00
-3
5,5
6m
1,9
m
300
0,
548
178
KAM
20
KAM 300
9m
1,463%-45,7
M
0m
1,
8m
50,
d
1,45%
KA
KAM 15
08/2010
0, dl.2,5
m
95
227
M
- SANACE dl. ~ 200 m
KAM 400
0,676-8,88m
0,
d
l.3
,7
m
8% 300
-5
0,
19
m
228
KA
M
20
0,
dl
KA
.2
,8
M
m
15
0,
55
KA
85
20
0,
M
236
300
%-61
,87m
400
Plynovod STL
Plynovod NTL
28
1,293
230
KAM
KA
0,
56 M 3
4% 00
-4
9,
68
m
KA
543
dl
.4
,8
m
229
80
KA
M
30
65
0
%
-3
8,7
5m
0,4
Zodp. projektant:
Kontroloval:
0
25 1m
M
0
KA -21,
%
09
0,8
Roman Pytelka
KAM 300
0,429%-11,6
Vypracoval:
5m
Kraj:
Datum:
11/2010
79
Objednatel:
2872/1/2009
1 : 500
15
Obsah:
Revize:
Situace
101
24.02
A