takto - Bory

1.
0. 60
40
1.
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0.
38
25
LP
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0.
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0.
87
0.
88
0.
80
19
0
1.
70
0.
71
0.
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0.
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PV
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2.
22
1.
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0.
69
6.
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20
00
20
0
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0
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10.7
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0.
73
8.
98
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PV
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m
25
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13
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5. 88
67
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9
ST
L
LP
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1.
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1.
97
90
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97
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0.
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527.952
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10
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6
40,
0
1,5
m
7,5
m
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lt
m
115
1
0.8
6
UR 11 H
13.04
4.8
SP 3/6
UR 11 E
l = 7.8 m
0.3
215
asfal
t
0.2
1.6
1
LPE
l = 4.1 m
25
0.85
67
m
1X PVC 63
0.4
1X PVC 63
UR 11 F
151
sd
0.6
0.1
217
1X PVC 63
73
0.75
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m
72
111
71 0.11.1.25
sd 70
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106
7.
68
107
0.75
1081.8
m
5.6
0.4
7
0.3
5.3
5.6
9
L1.P
E
21925
UR 11 D
74
0.8 m
112
0.4
0.5
LPE
25
5.5
109
110
8
LPE
63
199
86
22
g
0.1
l = 3.9 m
13.6
66
STL
6.2
LPE
6
sd
LPE
25
1X PVC 63
l = 5.3 m
9
28.0
UR 11 O
86
17
43.86
169
6.0
9
h
UR 11 I
1X PVC 63
0.
sd6 m
0.6
174
171
8.84
25
221
UR 11 C
3
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5.6
UR 11 B
LPE
R
SP 3/7
77
7675SlT=L7.8 m
5.6
223
25
78
0.75
m
sd
5.5
LPE
6.
11
0.75
m
sd
73
7.
81
82
0.4
225
4.6
1X PVC 63
E 6 1.
3 11
80
997 l = 7.9 m
79
0.2
UR14
111A
48.56
172
212
0.8
114
113
0.4
0.4
25
STL
1.0 LP
LPE
19.6
7
j
17.9
8
m
1,5 m
86
21
170
166
5.01
133
0.8
86
10
1
93 .46
92
UR 11 M
0.95
135
162
35
25
29.46
34
OBEC BORY - NÁVRH LOKALITY 17 RD - KONCEPCE ŘEŠENÍ ÚZEMÍ / 28.4. 2011
STL
25
1.56
1
33.2
LPE
m
b
a
3.
88
86
25
1997
28.68
146
86
20
LPE
0
145
134
24.0
7
8
27.7
147
86
24
21.43
1
13.2
86
29
163
150
149
148
UR 11 N
164
63
10.06
37.39
0.7
2.5
0
1.
6
22.34
c
173
9
29.3
86
30
d
5.28
(88/1)
70-8
168
2.7
e
38.78
86
9
175
86
32
1.44
86
31
9.72
86
23
f
1.3
153
17.9
1
2
29.3
6
24.74
m
1,5 m 6,0 m
5,0 m
158
0.89
7
25.6
i
m
161
6.14
86
3
79-4
51.66
43
7.
1,5 m
176
175
792 m2
94
89
86
18
97
1.
33,2
m
25,0
0.
69
0.
76
1.
06
6.62
PE
20
0
20
00
20
00
m
26,
0
m
25,0
UR 7M
3.
72
4
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8
6
6.6
2.3
1986 m2
68
8.
4.7
35,
0
18.95
3
2.
152
155
33.6
88
2
3
154
6
8
24,7
1
18.1
156
24.5
76
89/1
19.1
157
49
0.65 m
E 25
l = 7.6 m
3.
10
3.69
93
m
25,0
49.6
M
RA 5,0
16.56
3.55
7
3.1
7.1
LP
11.3
0.7
0.85 m
9.6
0.2
1997
E 110
STL LP
2.74
1X PVC 110
6
RA
5,0
M
1711 m2
m33
25,0
m
25,0
86
34
m
25,0
49
8.6
1.9
LPE 25
52
4.09
sd
m
7
855 m2
(87/1)
982 m2
75 158
159
160
161 UR 4/9 D
0.3
19
2
529 87
m
33,
6
ULIČ
NÍ Č
Á
86
913 m2
11
0.7
0.5
12
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9
0.
25
19
97
19
3
5
37.47
0.4
0.7
13.08
UR 4 /7 F
SP 4/12
ŘE
Í
EM
Z
Ú
Í
ŠEN
87
2
73
74
0.5
250.3
126
sd
12
86
1
34.71
UR 4/9 C
UR 7L
90
528 530
7
31.1
71 157
72
0.4
0.3
0.5
3.23
ULIČN
10
M
A 5,0
Í ČÁR
3.66
47 0.6
76
519 17
1.2
3.2
24
(0.8)
519 11
519 11
12
13
518 92
10
518 92
9
1.3
l = 12.8 m
2.0
0.4 0.7 m
1X PVC 63
86
0.3
1.05 m
l = 5.5 m
3.16
Í ČÁ
6) N
LIČ
U(8
75
3
1048 m2
67
68
51869
63
1.0518 792
518 70
56
518
3
4
5
70
518 84
79
0.5518
(0530 33
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)
as
fa
85/1
9
66
0.5
1.0
1X PVC 63
871 m2
0.1
0.65 m
0.4
0.8 m
1997
E 110
1.4
STL LP
3.79
114
116 115
0.2
RU
AST
KAT
02.5
21
530 S33
TL
(0
LP
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E
)
529 24
4
31,
4
3.59
25
0.4
0.4
22
0.3
23
0.65
sd
13
65
2.4
1.3
UR 4/9 B
LPE
5.4
0.8 m
9
4.2
3
1.4
45
64
sd
4
1.
27
LP
E
4.
52
UR 7K
19
4
1.
00
m
2.37
4.2
0.8 m
5
2.3
0.4
155
156
4.
37
0.
70
530
43
717
SPOJKA MET.
530
529
8
10
05
683
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0.
7.13
9
S 1 )ST L
0.
44
75
LP
E
NO
90
VO
19
ST
97
AV
BA
0
6.6
0.3
0.5
48
210.7
sd
0
2.9
62
63
LE
O
5.
8
0. 1
27
6.80
0
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14
(0
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)
16.96
0.75 m
0.6
865 m2
dlazba
3.1
1.8
1997
E 110
5.5
STL LP 0.75 m
LPE 25
2.3
8.0 2
0.5
0.3
22
154 UR 4/9 A
1.8
0.4
200.7
112
113
UR 4 /7 H
LPE 25
0.2
519 83
18
190.7
9,0
m
80.
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m
43
1.4
0.2
7
5.4
l = 7.8 m
600.2
61
sd
521 14
6,0 m
6.8
9.5
10.9
46
1X PVC 63
0.2
14
15
16
17
876 m2
m
35,0
37,9
5.7
1.4
1.0 m
LPE 25
0.3
56
57
58
59
VÉH
MKO
E
Z
PO
20
00
VEŘEJNÉ
PROSTRANSTVÍ
875 m2
m
35,0
m
25,0
1.2
41
0.65 m
7.57
1.1
21
D
EN Í
DĚL
14
m
25,0
LPE 25
0.3
1,5 m
2.9
54
55
l = 4.0 m
0.5
6.3
m
25,0
0.1
0.4
ST
L
13
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1
39
5.1
6.3
0.95 m
153UR 4 /8 M
152
151
10,
5
81
6,0 m
A 5,0 M
Í ČÁR
ULIČN
VBY
ÝSTA
LŠÍ V
ED DA
VÝHL
5.4
0.8 m
1997
STL LPE 110
53
0.4
1X PVC 63
m 875 m2
15,0
20
874 m2
9,0 m
m
5
0.6
0.4
asfalt
LPE 25
11.80
5.34
15
m
15,0
1,5 m
5,0 m
30
0
m
7,5 m
m
35,0
3.4
3.1
sd
520.4
1000 m2
19
6
0.
40
0.
87
2.
07
1245 m2
879 m2
sd
PV
C
42
A
UR 7J
y
or
í B
y
rn
or
Ho
.:
í B
ln
K.ú
Do
.:
K.ú
0.7 m
0.4
11.80
3
RA
5,0
M
993 m2
874 m2
NO
VO
ST
AV
B
PV
C
0.8
5
5.6
1.9
0.6 m
0.2
4.7
7.8
0.3
LPE 25
1997
STL LPE 110
3
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4
11
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9
8
5.
7
1
sd
19
UR 4 /8 N
50
150 UR 4 /8
25,
0
16
49
0.2
ULIČ
NÍ Č
Á
1.
00
0.
41
08
4.
UR 4 /8 O
l = 6.1 m
0.3
(0.7
0.5 )
1X PVC 63
47
48
0.9
1000 m2
1.7
0.7 m
33
46
m
82/1
5.8
6.2
m
0.6
25,
0
2
R
146
51
UR 4 /7 I
874 m2
995 m2
2.
78
R.MET. 7H
530 45
13
38
530
57
14
531 53
(0
.9
9
)
6
530
11
36
530 41
29
.
12
6
10.88
2.
01
m
8.
37
5
4.95
2.6
1.7
1.5
2.2
3.5
147
148
149
90.4
17
1
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12
90
5301 918
02
97
S 2
4
4.4
2.2
0.3
0.7 m
1.2
0.4
0.25 m 1.9
sd
63
UR 4 /8 L
LP
E
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10
2.2
1.3
6.4
4.8
97 0.75 m
98
6.3
0.3
0.5
112.1
519 40
519 40
16
15
95
5m
0.696
8.5
46
10
5.2
l = 4.1 m
UR 4/ 8 F
E
LP
42
991.2
43
44 1.1.116.11
1.6
45
9.1
108
0.2
0.7
521 91 8
falt
8.
52
97
19
1X PVC 63
l = 15.7 m
L
ST
8.
14
as
31
4.0
0.5
2.5
1.0
0.5
41
0.8
6.6
37
3.2
0.6
VTA
UR 4 /8 K
A 5,0 M
Í ČÁR
ULIČN
12.5
0.85 m
0.8
l = 12.6 m
1X PVC 63
25,
0
UR 4 /8 J
30
1.0
0.9 m
1.0
92
0.3
93
143
94
144
145
32
3.5
2.
64
ST
L
m
5,0
m
2.6
0.4
0.85 m
0.7
0.5
6
7
UR 4 /8 E
0.7
140
139
0.7
138
3.3
37
1370.7
132
130
38
131
133
134
39
136
40 0.9 135
0.3
1X PVC 63
l = 7.9 m
36
1.7
SP 4/15
14.04
89 SP 4/17
90
91
0.3
R
1X PVC 63
0
20
C
PV
51
9.
86
141
87 142
1.3
88
0.3
18
988 m2
25,
0
19
8
0.
22
R.MET. 7F
00
20
6,0
m
4.0
250
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1.
45
6.
40
31
12. 23
.
12
(0
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) 19
530
44
530
68
20
0.5
20
0
0.
60
9.0
2.4
22
9
asf
alt
sd
84
85
LP 0
E .7 m
6
18 3 1
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99
4
7
1
E
0.
8)
530 22
31
S 3
00
20
C
PV
86
.
10
11.44
34
35
0.5
67
14.
7
1X PVC 63
l = 1.5 m
5
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18
m
l = 7.4 m
LP
1.1
0
20
4
525 75
SP 2/18
6.
43
R.MET. 7E
532
39
530 23
58
(
1X PVC 63
0.6
00
20
C
PV
4
13.1
81
82
830.
0.9
0.5
0.
1. 22
34
85
14.
0
20
20
2
falt
UR 6 C
7.
71
UR 4 /8 I
as
PV
71
C 532
(3
00
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8)
20
00
29
2.2
4.9
0.
2. 88
07
0.
0 . 93
48
2.7
1.
54
1.
8.
32
57
ST
L
L
530PE35
61
90
19
7.08 S 4
97
20
4
1.
27
20
0
4.
07
20
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PV
C
2.8
ST
L
sd
25
0.
8)
0.
74
6.
47
25
0.
20
LP
E
28
m
8.1
532 24
(
L
l=
40
3.
52
5
13.1
85
8687
88
89
E
LP
UR 7D
SPOJKA MET.
0.
8
5. 8
25
0.
1. 84
31
2.
13
1.0
00
09
20
5.
0
44
20 532 39
C
PV
LP
E
sd
0.
48
1.8
1.6
8.
530 38
66
64
S 5
UR 6 B
0.
4
0
25 0 .70 0
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03.
84
(0
.532
46
9)
(0 532 39
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)
1.
69
UR 7C
20
6
0.
58
0.
17.7
60
0.
62
0.3
0.
88
UR 6 A
0.
30
1.
57
0.
56
0.
4.
29 93
0.
1 75
0..09
83
LP
E
25
3.8
1.1
1.2
0.5
27
20
00
19
97
SPOJKA MET.
0.
40
0
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17
0.8PE
5 6
m 3
3.
2. 58
1. 26
35
07
9.
10
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4
0.9
0.4
1X 83
84
90
(0532 103
.9 997
)
1.9
82
63
20
8
LP
E
0.4
0.5
8.
73
20
2.
0.4
0.4
0.3
0.4
C
PV
sd
0.4
0.4
93
7.
97
6.
70
69
68
75
76
77 1.8
78 2115
5
791.4LPE
116
0.7
80
81
117
118
l= 3.6 m
1X PVC 50
l= 1.2 m
0.9
70
3.
54
7.
1X PVC 63
0. 1.4
546
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1.3
m
0.8
ST
L
9.69
E
LP
L
ST
3.99
2.97
66
9.
72
0.6
71
531
d 32
s
74
m d
7
0.89 s
19
0.
31
0.6
63