Podrobná situace AZZU

3030
2860/54
3090/4
3089/3
3045
2856
1253/16
3065
3089/4
3009
2860/71
3029
3087
2860/55
2860/64
2860/57
1253/22
3028
3046
1253/13
3085
3088
2854
1253/9
3083
2860/58
2860/70
3086
3081
1247
3084
3026
2860/83
3082
3077
3048
2860/126
3080
1145
SN
ÍKO
V
A
3075
1253/20
3078
3018
3003
1166
SUCHÝ VRŠEK
3021
3011
3049
3076
3073
1253/27
0.1
1211
2860/45
HU
V HŮRKÁCH
1143
1202/2
1249/5
2860/46
JEREMIÁŠ OVA
3074
3020
1253/26
1253/5
V
NÁ
3019
2860/40
3050
3012
3002
2860/129
1200/1
KN
2860/69
3017
OK
OV
3079
3010
PO T
ÉV
3016
2853
KÝ
1223/6
1253/15
3047
NIC
1253/23
2860/59
2860/56
2860/128
JINO
2031/6
3027
SI
2855
K
RŠ
Í
1201
1.5
1253/25
2860/60
2991
1215
1197
2860/39
2993
2860/84
OVČÍ HÁJEK
2860/81
2990
1253/24
1196
1223/5
3004
2860/68
2860/41
1169
1198
2860/61
1.6
3013
1249/10
3001
1.1
1253/14
2992
2860/47
1199
1167
3025
1253/7
1249/4
1521/1
DN
40
3022
2998
2860/148
0
50
DN
SK
1253/4
1499/8
1223/9
DN
1521/3
1223/4
1270/2
DN11
1521/2
1521/4
50
50
DN11
DN11
1223/3
1253/1
1253/6
DN11
50
SK
Ý
K
TO
1499/9
1193/1
1219/6
1219/10
K NOV É VSI
2860/51
2989
1220/3
2114/2
2997
1223/2
1249/8
2114/1
2836
0
2988
3063
2996
1.7
1252/2
CK
ŮLE
TOD
N 3 S U ÁN
RN
AS
2860/147
1252/3
2995
1253/19
2031/4
1521/5
1219/8
1499/6
1193/2
1.2
1219/2
1499/2
1521/6
1
1219/3
Ý
1253/11
1499/4
1180
VSI
1521/7
1219/4
1223/7
1223/8
1253/8
1249/1
K NOVÉ
1.4
1220/2
1223/1
1217
1219/9
2860/149
2114/3
OP
PO
1219/7
1499/5
50
2860/63
2999
OK
PR
1219/11
PR
ÍKO
1253/2
1499/7
OK
VA
1248
3023
2860/140
HU
SN
2860/42
OP
3015
2860/141
2834
1168
1222/1
0
2031/3
1253/3
50
3024
ÝP
3000
2860/152
1195
OT
2987
2835
0
OK
3014
2860/52
1219/5
1253/18
2860/145
1253/12
2031/2
1218/2
3062
1136
2031/5
DN
2994
7
DN
5 00
DN
00
7 00
DN
4.6
800
00
0
ŠÍ
5
DN
1219/1
80
DN
K NÁVR
0
1270/1
DN
1249/2
2860/144
2860/146
80
DN
1218/1
800
2860/151
2114/5
0
1221
1252/1
DN
50
2114/4
PROKOPSKÉ ÚDOLÍ
1170
4.5
2860/142
2860/143
1220/1
1253/17
JEREMIÁŠOV A
2860/175
2111/2
1222/2
1249/7
1269
1560
1261/2
1559
1255/4
1255/5
1.3
1255/3
POD HRANICÍ
1.8
SKÉ
K OP
PR O
3061
2860/176
1563
1562
1271
1515/2
ÁV
RŠ
Í
1558
2860/150
1261/1
2111/22
0.9
1561
2033
KN
2114/6
1171
1557/6
2166/54
DA
1565
2115/54
1564
2306/3
2306/1
2306/12
2306/6
K
1567
N
É
OV
L
S
EJ
KÝ
PO
K
TO
4.7
I
VS
1135
1134
1530/1
DN15
1493
00
DN15
00
3052
1566
1557/4
1525
2306/7
3051/1
1250/2
1260/5
1557/9
3051/2
1172
1572
1173
1534
1574
1257/14
HR
Í
1556
0.8
DN800
1577/2
4.8
V NOVÉ VSI
1183
1103/1
1540
LÍ
O
1192
1264
KO
1543
1175
O
1544/1
1254/2
O
KS
1538
2.2
E
PC
1585
1275/2
0
DN7
00
1104/1
00
1102/1
0.1
1102/2
V NOVÉ VSI
1186
1579
1583
2034
2.1
3058
2131/178
D N7
DN70
2032/1
1544/3
1539
1500
00
1580
1587
1586
3059
PR
1581
1275/3
2166/8
1103/2
1681
DN7
ÚD
1577/1
PS
1258/10
1541
1263
1262
1174
1578/1
KÉ
1584
3056
2.5
IHU
2.4
1258/3
1547
2
KJ
2115/9
2131/310
1576
1544/2
2166/7
3055
2302/2
1524
1492
1499/3
1249/3
2300
2303/2
2166/11
2131/601
1578/2
1542
2035
1275/1
2131/598
2036
OVIC
2.7
DN5
00
1546
1535
1257/4
2299/2
2301/1
DN800
DN800
1257/10
1260/4
2299/1
2131/599
DN 300
DN800
ÁŠOVA
JERE MI
3054
2115/11
1555
1545
1249/11
1265
2 00
DN
1181
DO KLUK
1249/6
IC
2306/5
1573
1554
AN
2302/1
PRO
KOP
SKÝ
P
1575
1548
80 0
D
PO
2304
2306/2
1570
1553
1549/1
1255/1
00
DN8
1254/3
1260/2
3053
2303/1
DN
2301/2
2308
2115/12
2115/25
00
DN8
K
1571
80 0
V SI
1552
DN
1557/2
2031/1
1267
1549/2
2303/3
1557/10
OTO
DN600
1550
1250/1
2306/11
2166/9
2166/10
1568
1551
1254/4
O VÉ
8
1260/1
2166/53
1254/1
1.9
1266
2.
9
2166/52
1569
1557/1
VN
DN600
2306/4
2307
2166/55
1557/3
1249/9
00
2.
DN15
00
2166/51
2115/10
0
1557/5
1260/6
DN15
2115/57
2115/56
2115/58
LÍ
1557/7
1254/5
2115/55
2 STODŮLEC KÝ
OMUCKÝ RYB.
ÚDO
1582
1179
3057
2.6
1537
1601
1588/2
2029
1278/4
2166/2
2.3
K
Á
N
1182
1536
1104/2
VS
I
1602/2
1616
2131/668
1590
2131/476
1602/1
1603
1593
1251/2
1533
1255/2
2131/477
2131/247
2131/553
1105/1
1617/1
1251/1
2131/475
1184
KN
2170/4
4.9
OV
É
1589
2131/255
1680
1600
1588/1
1591
VI
C
DN1
500
1278/5 2166/6
2166/5
ŠÍ
VR
2274
1523
1592
1598
1258/2
2131/477
1595
0.7
1604
1594
1258/4
1606
1185
1605/2
2169/1
1599/1
CE
1257/2
A
2656/14
1614/2
2655/1
1618
2656/3
2656/13
1257/5
1609
2675/1
2131/661
2342/1
1615/1
1619
1615/2
2656/11
1257/1
Hlavní inženýr projektu:
1177
1522
1614/3 1614/4
1621/2
1257/6
2656/6
2655/57
1622
1621/1
1615/3
1257/12
1611/9
2131/669
1612/2
1623
1613
2656/8
2131/670
2675/2
2131/592
1612/1
1258/5
2656/7
1611/6
1189
1635
1625
1611/1
1611/13
ÉÚ
2655/3
1634
2655/55
2655/32
1627
1624
2675/3
2131/583
2655/22
2131/244
2574
2655/62
HTOVA VR
CH
2655/21
2170/1
1636
1637/2
2655/45
2655/54
1626
2576/2
2575
VA
H
M
1628
1637/1
1611/11
1611/12
1650
1631
1643
2655/53
2655/43
1638
1644/1
1632
2655/26
2655/52
2655/25
2655/16
5.1
E
1639
1718
1649
2655/61
2655/15
1188
ILC
TŘ
1641
2655/33
2677
1674
2342/102
1716
1645
2655/37
1765
1651/2
2655/36
1640
2547/2
CE
S OP
2655/14
2581
1719/2
1651/1
2655/7
2655/35
2654/20
2568/2
2569/1
OL
Í
Obsah:
PA
2655/38
2569/2
2131/323
ÚD
1724
2655/41
2655/17
2166/50
KÁ
SK
É
DIABASOVÁ
2655/24
1256/1
2131/671
IC
generel
Číslo zakázky:
3234/2012
Počet formátů A4:
6 X A4
Měřítko:
1 : 2 000
1107
2675/5
EO
LO
G
Stupeň:
1723
2655/42
H
0.4
KO
BÖ
2655/39
2655/19
2655/18
2580
2673
C
OK
OP
1633
2655/6
2655/28
2655/58
2578
AR
04/2013
1722
2655/64
2170/5
2571
2570
Datum:
1644/2
2579
2273
E
ŘILC
PA T
2675/4
2655/30
2655/27
O
2131/588
2131/465
1611/14
2655/40
2655/20
2577
KO
1611/4
2655/31
2170/6
2131/324
1630
1611/3
2655/59
2131/454
2131/250
2131/589
PR
2655/5
2655/44
2655/60
2131/587
MHMP - RVP, Jungmannova 35/29, Praha 1
Aktualizace stavu srážko-odtokových
poměrů v povodí Dalejského potoka
1190
1629
U
2655/29
Hl. m. Praha
1110
1611/10
U ALBREC
1258/8
2170/3
2576/1
Kraj:
Zakázka:
0.5
1494
Í
1611/2
2131/456
L
DO
2655/65
1258/9
Investor:
Hl. m. Praha
1111
SK
2655/23
2131/659
2573
5
OP
2655/4
2572
Ing. Dagmar PISKÁČKOVÁ
Ing. Lukáš TESAŘ
Ing. Jindřich SLÁMA, Ph.D.
OK
1611/5
1257/3
2131/584
1738
PR
2131/245
MÚ (OÚ):
1109
0.3
K
TO
PO
1256/2
1178
KÝ
2656/9
1257/7
BÖHMOVA
Vypracoval:
1176
S
OP
1258/7
2131/586
0.6
2655/2
1258/6
2170/2
1191/4
1191/3
1621/3 1191/5
1614/1
OK
PR
1610
1611/8
2656/10
2169/2
2166/4
Zodp. projektant:
Ing. Jindřich SLÁMA, Ph.D.
1106
1191/1
2131/249
2131/582
0.1
1191/2
1620
2655/67
2656/4
2656/5
2131/591
0
1108
K OP
1611/7
2655/66
2656/12
2170/8
www.d-plus.cz
[email protected]
PROJEKTOVÁ A INŽENÝRSKÁ A.S.
20
DN
00
10
1607
2131/457
0.2
A TŘ
ILCE
1608
1257/11
Sokolovská 16/45, 186 00 Praha 8 - Karlín
tel.+420 221 873 111, fax. +420 221 873 247
1105/3
DN
2131/514
1105/2
0 00
2131/590
1617/2
D N1
2131/581
HU
K
BÖHMOV
2656/2
1605/1
2032/2
TO
PO
2131/248
1599/2
1597
JI
Ý
2131/246
2131/474
1605/3
2656/1
OP
KS
K
1258/1
2166/45
CK
VI
2131/458
KO
PROKOPSKÉ ÚDOLÍ
2030
U
KL
0
1596
2131/577
2131/585
KO
DN1
500
KL
U
3060
DO
2131/600
2131/254
1675
2655/51
2675/6
1648
1715
1187
1112
Podrobná situace Azzu - Prokopský potok
ř.km 0.000 - 2.900
Číslo přílohy:
7.2.1
Číslo kopie: