au-, hopfenstrasse, wiedingsteig $xvihuwljxqj i u pelikan … · 2020. 2. 12. · mw nbr Ø300...
TRANSCRIPT
-
DA
V
D
A
V
DA
V
DA
V
DA
V
DA
V
DAV
DA
V
DA
V
DAV
DAV
DAV
DA
V
DA
V
DA
V
DA
V
DA
V
DA
V
DA
V
DAV
DAV
DA
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
DA
V
DA
V
D
A
V
D
A
V
DA
V
DA
V
DA
V
DA
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
D
A
V
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
DA
V
DA
V
DA
V
DA
V
DA
V
Erdanker
E
rdanker
E
r
d
a
n
k
e
r
B
o
d
e
n
v
e
r
n
a
g
e
l
u
n
g
R
ü
h
l
w
a
n
d
m
i
t
E
r
d
a
n
k
e
r
22a
2 x P
privat
P
b
l
a
u
P
b
l
a
u
P b
lau
Z
O
N
E
3
0
P
p
r
i
v
a
t
P privat
P privat
P privat
Z
O
N
E
30
P
b
la
u
I
P
+
V
K
T
I
P
+
V
K
T
IP
+
V
K
T
I
P
+
V
K
T
I
P
+
V
K
T
IP
+
V
K
T
IP
+
V
K
T
P
priv
at
V
K
T
S
P
U
V
K
T
V
K
T
V
K
T
V
K
T
IP
+
V
K
T
V
K
T
VKT
VK
T
Z
3
0
-
P
o
l
l
e
r
Z
3
0
-
P
o
l
l
e
r
V
K
T
V
K
T
V
K
T
VKT
SPU
P
w
e
i
s
s
P
w
e
i
s
s
P
w
e
i
s
s
P
w
e
i
s
s
P blau
P blau
P blau
P blau
P weiss
P weiss
P
b
l
a
u
P blau
P privat
Baulin
ie
Baulin
ie
Baulinie
Baulinie
B
a
u
l
i
n
i
e
Baulin
ie
Baulin
ie
Baulinie
B
a
u
lin
ie
B
a
u
lin
ie
B
a
u
l
i
n
i
e
B
a
u
l
i
n
i
e
B
a
u
l
i
n
i
e
2
7
7
0
4
7
0
8
2
7
7
0
4
7
0
9
2
7
7
0
1
1
3
6
2
7
7
0
3
2
0
1
2
7
7
0
1
1
3
5
2
7
7
0
3
9
1
5
2
7
7
0
3
9
1
7
2
7
7
0
3
9
1
8
2
7
7
0
3
9
1
9
2
7
7
0
4
7
1
0
2
7
7
0
3
8
4
7
2
7
7
0
4
6
1
9
2
7
7
0
1
1
9
7
2
7
7
0
5
0
1
3
2
7
7
0
1
4
2
6
2
7
7
0
1
1
8
7
2
7
7
0
3
1
9
8
2
7
7
0
1
1
0
2
2
7
7
0
3
8
4
8
2
7
7
0
1
6
7
4
2
7
7
0
3
1
4
5
2
7
7
0
4
0
7
9
2
7
7
0
4
0
8
1
2
7
7
0
4
0
8
0
2
7
7
0
1
0
0
6
2
7
7
0
1
1
7
9
2
7
7
0
1
4
8
6
2
7
7
0
1
4
8
7
2
7
7
0
1
4
8
8
2
7
7
0
1
4
9
5
2
7
7
0
1
6
7
3
2
7
7
0
1
4
5
8
2
7
7
0
4
0
8
2
2
7
7
0
3
1
9
9
2
7
7
0
3
2
0
0
2
7
7
0
1
6
8
2
2
7
7
0
1
1
0
4
W
D
5
9
0
5
W
D
5
9
0
6
W
D
5
9
0
7
WD
5908
WD
5909
W
D
2
6
0
8
W
D
3
4
8
2
W
D
3
5
9
5
W
D
6
9
7
7
W
D
6
9
3
8
W
D
6
9
3
9
W
D
7
5
8
3
W
D
2
4
0
W
D
2
4
2
W
D
3
9
3
8
W
D
6
9
3
5
W
D
6
9
3
6
W
D
6
9
3
7
W
D
7
5
8
2
W
D
8
6
1
5
W
D
8
6
4
0
W
D
6
9
7
6
W
D
5
1
0
0
W
D
5
1
0
1
W
D
5
1
0
2
W
D
7
1
5
1
W
D
8
1
7
1
W
D
8
1
7
2
W
D
8
1
7
3
W
D
8
6
1
7
W
D
7
5
8
4
W
D
7
5
8
5
WD
7586
W
D
4
4
1
1
W
D
2
3
9
W
D
2
4
4
W
D
2
5
7
W
D
6
8
2
8
W
D
8
1
1
6
5
0
0
7
W
D
2
6
1
8
W
D
1
2
7
9
W
D
2
5
5
9
W
D
3
3
8
5
W
D
3
3
8
8
W
D
3
2
0
3
W
D
2
3
7
7
W
D
1
3
0
4
W
D
2
6
1
9
W
D
3
2
3
2
W
D
3
3
7
6
W
D
3
3
8
4
W
D
1
3
3
7
W
D
1
3
3
8
2
4
24
20
1
1
22
9
5
33
31
1
4
a
8
6
8
8
6
4
9
4
7
4
5
8
25
9
4
1
8
2
0
15
9
8
23
25
27
29
24
9
7
9
2
42
40
38
6
0
30
3
9
6
1
0
0
15a
23a
23b
9
8
a
1
3
1
3
c
1
6
NP986
H = 417.998
N
P
2
1
9
2
H
=
4
1
7
.
1
2
6
N
P
2
1
9
3
H
=
4
1
6
.6
2
0
S
-
4
/
R
-
1
1
1
M
a
n
e
s
s
e
s
t
r
a
s
s
e
A
u
s
t
r
a
s
s
e
Eibenstrasse
H
o
p
f
e
n
s
t
r
a
s
s
e
Uetlib
erg
stra
sse
Ausnahm
etra
nsportro
ute
Typ III
S-9
5
pro
j. R-1
42
U
etlibergstrasse
A
usnahm
etransportroute T
yp III
S
-95
proj. R
-142
W
D
8
6
7
4
EW BN
E 950/1400
-17.94- 15.9‰ →
G
W
1
1
6
1
7
1
S
=
4
1
3
.
1
9
0
KL116174
S =
414.7
90
K
L
1
1
6
1
7
7
S
=
4
1
3
.
0
3
0
D
K
1
3
0
4
7
1
E
=
4
1
1
.9
4
0
4
0
5
0
6
8
D
=
4
1
6
.
2
3
5
E
=
4
1
1
.
6
0
5
A
=
4
1
1
.
6
0
5
K
E
1
3
7
5
0
D
=
4
1
6
.0
6
6
E
=
4
1
1
.4
9
6
A
1
=
4
1
1
.1
6
8
A
2
=
4
1
1
.4
1
8
A
3
=
4
1
1
.0
2
8
405075
D =
417.8
47
E =
414.2
47
A =
414.2
27
9
7
2
4
D
=
4
1
6
.
9
7
2
E
=
4
1
3
.
1
5
2
A
=
4
1
3
.
1
4
2
t
=
~
3
.
8
3
m
9681
D =
418.2
68
A =
414.7
53
K
E
9
6
8
6
D
=
4
1
7
.
9
2
3
E
=
4
1
4
.
3
5
3
A
=
4
1
4
.
3
6
3
9
6
8
7
D
=
4
1
7
.
5
1
7
E
=
4
1
2
.
8
8
7
A
=
4
1
2
.
8
7
7
9
6
8
8
D
=
4
1
7
.
5
0
0
E
=
4
1
3
.
9
5
0
A
=
4
1
3
.
9
4
0
KE
9690
D =
418.0
74
E =
414.7
84
A 1
= 4
13.4
64
A 2
= 4
14.7
64
t= ~
4.4
3 m
9699
D =
418.4
50
E =
414.5
60
A =
414.5
30
4
0
5
0
6
7
D
=
4
1
6
.1
1
9
E
=
4
1
1
.5
3
9
A
=
4
1
1
.5
3
9
t=
~
4
.5
7
m
30993
D =
417.5
60
A =
413.7
40
t= ~
3.8
2 m
30973
D =
417.5
57
E =
414.5
17
A =
414.4
97
t= ~
3.0
6 m
30974
D =
417.4
78
E =
413.5
98
A =
413.5
68
30975
D
=
416.952
E
=
413.882
A
=
413.862
t=
~
3.09 m
30976
D
=
416.892
E
=
413.022
A
=
413.022
30977
D
=
416.427
E
=
413.337
A
=
413.337
t=
~
3.09 m
3
0
9
7
8
D
=
4
1
6
.
2
9
0
E
=
4
1
2
.
7
0
7
A
=
4
1
2
.
5
5
7
3
0
9
7
9
D
=
4
1
6
.4
1
6
E
1
=
4
1
2
.3
2
2
E
2
=
4
1
2
.3
5
2
A
=
4
1
2
.2
5
6
3
0
9
8
5
D
=
4
1
6
.
3
5
0
E
=
4
1
3
.
1
7
0
A
=
4
1
3
.
1
7
0
t
=
~
3
.
1
8
m
4
0
9
8
5
2
D
=
4
1
6
.
6
3
2
E
=
4
1
3
.
1
4
2
A
=
4
1
3
.
1
3
7
1
1
6
1
4
8
D
=
4
1
6
.
2
3
1
E
=
4
1
2
.
9
6
1
A
=
4
1
2
.
9
1
1
130527
D =
418.6
06
E =
414.9
16
A =
414.9
06
130528
D =
417.9
94
E 1
= 4
13.4
24
E 2
= 4
14.7
24
A =
413.4
04
t= ~
4.5
9 m
KE
130529
D = 417.748
E 1 = 414.398
E 2 = 414.628
A 1 = 414.598
A 2 = 414.418
t= ~ 3.33m
130532
D =
418.0
85
E
W
S
B
R
Ø
1
6
0
0
-9
.2
9
- 9
.2
‰
→
M
W
S
T
Z
Ø
3
0
0
-
7
5
.
3
4
-
1
1
.
2
‰
→
M
W
A
R
M
R
1
0
0
0
/
1
4
0
0
-
1
1
.
2
9
-
4
.
0
‰
→
M
W
N
B
R
Ø
3
0
0
-
9
.
1
7
-
1
2
5
.
8
‰
→
MW
S
TZ
Ø
500
-10.87- 29.1‰
→
M
W
S
B
R
Ø
8
0
0
-
4
.
1
5
-
1
1
.
0
‰
→
E
W
B
N
E
1
6
5
0
/
1
6
0
0
-
7
7
.
0
3
-
1
5
.
9
‰
→
EW SBR
Ø1600 -58.71- 10.7‰
→
M
W
S
T
Z
Ø
3
5
0
-
1
1
.
0
2
-
2
0
.
5
‰
→
M
W
A
R
M
R
1
0
0
0
/
1
4
0
0
-
2
4
.
1
2
-
2
.
9
‰
→
M
W
H
P
E
Ø
2
5
0
-
2
4
.2
8
-
1
6
.8
‰
→
E
W
S
B
R
Ø
1
6
0
0
-
3
4
.
9
0
-
4
.
9
‰
→
E
W
S
B
R
Ø
1
6
0
0
-
4
5
.
0
6
-
3
.
1
‰
→
K
L
1
1
6
1
7
2
S
=
4
1
3
.
1
7
0
E
W
B
N
E
1
2
5
0
/
1
5
0
0
-
5
.
9
7
-
3
.
3
‰
→
E
W
B
N
E
1
6
5
0
/
1
6
0
0
-
6
.
4
4
-
3
.
1
‰
→
A
1
A
2
E
1
E2
33
35
36
37
3
8
3
9
4
0
4
1
4
2
?
4
3
4
5
?
4
6
?
4
4
4
7
?
4
9
?
4
8
?
5
0
5
1
126
1
2
7
1
2
8
129
130
131
132133
134
135
136
138
139
141
137
140
142
143
1
4
4
?
1
4
6
1
4
5
1
4
7
148
149
151
150
152
183
184
? 1
79
180
181
182
← M
W N
BR
Ø
300 -32.84- 8.9‰
M
W
S
T
Z
Ø
400 -63.75- 11.2‰
→
E
2
E
1
E
W
B
N
E
1
6
5
0
/
1
6
0
0
-
7
7
.
0
3
-
1
5
.
9
‰
→
MW
S
TZ
Ø500 -2
0.7
8-
15.6
‰
→
M
W
A
R
M
R
1
0
0
0
/
1
4
0
0
-
6
9
.
3
3
-
2
.
6
‰
→
E
W
S
B
R
Ø
1
6
0
0
-5
0
.9
5
- 1
0
.5
‰
→
MW STZ Ø300 -53.61- 10.4‰ →
M
W
S
T
Z
Ø
3
0
0
-1
3
.0
0
- 1
1
.8
‰
→
M
W
N
B
R
Ø
4
5
0
-
4
5
.
1
2
-
9
.
3
‰
→
M
W
N
B
R
Ø
4
5
0
-
5
3
.
1
5
-
9
.
0
‰
→
M
W
S
B
R
Ø
8
0
0
-
5
5
.
7
4
-
1
1
.
8
‰
→
M
W
S
B
R
Ø
8
0
0
-
4
5
.
2
0
-
1
1
.
7
‰
→
9684
EW
AR
M R
2600/1
900 -3
8.8
9- 4
.2‰
→
M
W
S
T
Z
Ø
5
0
0
-
6
7
.
9
7
-
7
.
5
‰
→
MW
BN
E 9
50/1
400 -4
6.9
9- 8
.9‰
→
EW
AR
M R
2600/1
900 -3
6.7
1- 3
.2‰
→
MW
ST
Z Ø
300 -6
5.6
0- 7
.4‰
→
130511
130505
1
8
0
8
5
4
1
8
0
8
5
3
1
8
0
8
5
2
1
8
0
8
5
1
1
1
6
1
5
1
1
1
6
1
4
9
1
1
6
1
4
7
1
1
6
1
4
6
4
3
7
1
2
4
3
7
0
3
4
3
7
0
2
4
3
7
0
1
4
3
7
0
0
3
0
9
9
9 3
0
9
9
5
9671
9700
9698
9697
9696
9695
9694
9
6
8
9
9685
9
6
8
3
9
6
8
2
9680
9679
9
7
2
3
1
8
0
8
6
7
1
8
0
8
6
6
1
8
0
8
6
5
9703
9701
8824
8821
8820
1
3
7
6
5
1
3
7
6
3
1
3
7
4
9
1
3
7
4
5
1
3
7
4
4
1
3
7
4
3
1
3
7
8
7
1
3
7
7
9
43706
9704
1
1
6
1
5
9
1
1
6
1
5
8
1
1
6
1
5
7
1
1
6
1
5
2
1
3
7
7
8
4
0
5
0
6
9
D
=
4
1
6
.
7
1
0
E
=
4
1
1
.
7
8
0
A
=
4
1
1
.
7
8
0
S
w
i
s
s
c
o
m
Z
4
S
w
is
s
c
o
m
Z
4
?
S
w
is
s
c
o
m
Z
4
S
w
is
s
c
o
m
Z
4
S
w
is
s
c
o
m
2
8
x
K
1
0
0
S
w
is
s
c
o
m
Z
4
S
w
is
s
c
o
m
K
3
6
S
w
is
s
c
o
m
Z
4
C
a
b
le
c
o
m
in
S
w
is
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
?
S
w
i
s
s
c
o
m
1
0
x
K
1
0
0
Sw
isscom
Z
8
S
w
i
s
s
c
o
m
Z
4
S
w
isscom
Z
4
Sw
isscom
K80
S
w
is
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
Z
4
C
a
b
le
c
o
m
in
S
w
is
s
c
o
m
Z
4
S
w
isscom
K
38
C
a
b
le
co
m
in
S
w
issco
m
B
3
0
0
S
w
i
s
s
c
o
m
Z
4
S
w
isscom
Z
8
Sw
isscom
Z
4
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
Z
8
S
w
i
s
s
c
o
m
K
5
5
?
S
w
i
s
s
c
o
m
K
5
5
S
w
i
s
s
c
o
m
K
5
5
S
w
i
s
s
c
o
m
?
S
w
i
s
s
c
o
m
?
S
w
i
s
s
c
o
m
K
5
5
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
2
x
K
1
0
0
S
w
i
s
s
c
o
m
4
x
K
5
5
S
w
i
s
s
c
o
m
Z
4
Swisscom Z4
S
w
i
s
s
c
o
m
Z
4
S
w
is
s
c
o
m
Z
8
Sw
isscom
44 x
K100
Cable
com
in S
wis
scom
B300
S
w
i
s
s
c
o
m
4
x
K
1
0
0
S
w
i
s
s
c
o
m
Z
8
S
w
i
s
s
c
o
m
2
x
K
1
0
0
S
w
s
s
c
o
m
K
5
5
Sw
isscom
K
55
2 x K
100
S
w
i
s
s
c
o
m
2
x
K
5
5
2
x
K
1
0
0
Cable
com
in
Sw
isscom
Z8
S
w
i
s
s
c
o
m
3
x
K
8
5
2
9
x
K
1
0
0
S
w
i
s
s
c
o
m
2
x
K
2
8
-
M
R
9
x
K
1
0
0
2
x
K
3
6
-
M
R
C
a
b
le
c
o
m
in
S
w
is
s
c
o
m
B
3
0
0
S
w
i
s
s
c
o
m
Z
9
S
w
i
s
s
c
o
m
K
5
5
S
w
i
s
s
c
o
m
?
C
a
b
l
e
c
o
m
i
n
S
w
i
s
s
c
o
m
Z
4
+
2
x
K
8
0
+
K
1
0
0
S
w
is
s
c
o
m
Z
8
+
B
3
0
0
+
2
x
K
8
0
+
K
1
0
0
S
w
i
s
s
c
o
m
3
x
K
1
0
0
Sw
isscom
Z
4
Sw
isscom
Z
4
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
Z
4
Sw
isscom
Z
4
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
K
5
5
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
2
x
K
1
0
0
+
K
5
5
S
w
i
s
s
c
o
m
Z
4
S
w
i
s
s
c
o
m
Z
9
S
w
i
s
s
c
o
m
2
x
K
1
0
0
+
2
x
2
x
K
5
5
S
w
isscom
Z
4
S
w
i
s
s
c
o
m
Z
4
Sw
isscom
Z
5.2
Sw
isscom
Z
4
S
w
i
s
s
c
o
m
Z
8
Sw
isscom
Z
4
S
w
issco
m
?
Sw
isscom
Z
8
Sw
isscom
Z
8
Sw
isscom
Z
8
Sw
isscom
Z
8
S
w
i
s
s
c
o
m
K
5
5
S
w
i
s
s
c
o
m
2
x
K
1
0
0
S
w
isscom
K
38
S
w
is
s
c
o
m
Z
4
S
w
issco
m
2
4
x K
1
0
0
Sw
isscom
Z8
S
w
isscom
Z
8
S
w
i
s
s
c
o
m
?
S
w
i
s
s
c
o
m
?
Sw
isscom
4 x
100
besteh
ende K
analdie
len
von WL
-Neuba
u
S
C
K
1
0
0
S
w
is
s
c
o
m
K
1
0
0
E
W
Z 150 kV
/O
el
EW
Z 1
50 k
V/O
el
E
W
Z
5
0
k
V
E
W
Z
5
0
k
V
E
W
Z
2
2
k
V
E
W
Z
M
a
D
A
V
in
E
W
Z
11 kV
E
W
Z
2
2
k
V
E
W
Z
M
a
E
W
Z
M
a
DA
V in
EW
Z 1
1 k
V
EW
Z 5
0 k
V
C
a
b
le
c
o
m
Colt
Cable
com
E
W
Z
E
W
Z
D
A
V
in
E
W
Z
C
a
b
l
e
c
o
m
i
n
C
o
l
t
-
T
r
a
s
s
e
C
a
b
l
e
c
o
m
C
a
b
l
e
c
o
m
i
n
E
W
Z
2
2
k
V
/
M
a
C
a
b
l
e
c
o
m
i
n
E
W
Z
1
1
k
V
Sw
isscom
K110
35 x K
100
Cablecom
C
a
b
l
e
c
o
m
E
W
Z
1
1
k
V
EW
Z 1
50 k
V/O
el
E
W
Z
M
a
EW
Z
V
S
E
W
Z
V
S
E
W
Z
V
S
C
a
b
l
e
c
o
m
Cable
com
E
W
Z
EW
Z
EW
Z
EW
Z
EW
Z
EW
Z
EW
Z
EW
Z
EW
Z
EW
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
EW
Z
EW
Z
EW
Z
EW
Z
E
W
Z
EW
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
C
a
b
l
e
c
o
m
+
D
A
V
i
n
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
E
W
Z
D
A
V
i
n
E
W
Z
E
W
Z
C
o
l
l
t
C
able
com
EW
Z
EW
Z
D
A
V
i
n
E
W
Z
D
A
V
i
n
E
W
Z
DA
V in E
WZ
E
W
Z
M
a
s
t
ö
B
M
a
s
t
ö
B
DAV in EWZ 11 kV
EWZ 50 kV
EW
Z 1
50 k
V/O
el
W
5
0
Q
147.2 P
E
100R
C
d
1
5
0
d
1
5
0
d 150
d
6
0
0
P
E
100R
C
147.2
d
3
0
0
d
1
5
0
d
1
5
0
3 X
S
tahlp
latten
2.5m
x 1.1m
2
X
S
ta
h
lp
la
tte
n
0
.6
2
m
x
.0
9
8
m
3
2
5
5
4
5
2
1
4
5
5
9
4
7
4
2
W 100
UF
H a
usser B
etrie
b
UF
H a
usser B
etrie
b
U
FH
ausser B
etr
ieb
E
3
6
0
P
6
3
1
9
9
2
E
3
6
0
P
6
3
1
9
9
1
P
3
2
1
9
8
8
E
3
6
0
G
D
2
0
0
1
9
9
0
E
3
6
0
P
6
3
1
9
9
0
E
3
6
0
S
K
5
0
1
9
7
8
E
3
6
0
G
D
2
0
0
1
9
7
8
E
360 G
D
300 1978
E
3
6
0
P
3
2
1
9
7
8
E
3
6
0
G
D
3
0
0
1
9
7
8
E
3
6
0
G
D
3
0
0
1
9
7
8
E
3
6
0
S
K
8
0
1
9
8
3
E
3
6
0
P
4
0
1
9
8
5
E
3
6
0
P
3
2
1
9
8
5
E360 S
K 2
00 1
976
E360 SK 200 1976
E
360 S
K
200 1976
E
360 S
K
40 1976
E
3
6
0
P
1
6
0
1
9
9
1
E360 G
D 2
00 1
978
E
3
6
0
G
D
2
0
0
1
9
7
8
E360 G
D 2
00 1
978
E360 G
D 3
00 1
978
E
3
6
0
P
9
0
1
9
8
5
E
3
6
0
P
4
0
1
9
8
5
E360 P
50 1
989
E
3
6
0
P
4
0
1
9
9
9
P
9
0
1
9
9
6
P
3
2
1
9
9
6
P
6
3
1
9
9
6
P
3
2
1
9
9
6
E
3
6
0
P
4
0
1
9
8
4
E
3
6
0
P
P
4
0
1
9
7
8
E
3
6
0
P
P
4
0
1
9
7
8
E
3
6
0
P
P
4
0
1
9
7
8
E
3
6
0
S
K
1
5
0
1
9
8
4
E
3
6
0
S
K
1
5
0
1
9
8
4
E360 P
63 2003
E360 P
F 50 2003
E360 P
32 2003
E360 P
40 2003
E360 P
32 2003
P
4
0
2
0
0
8
E360 P
90 1987
E
3
6
0
P
9
0
1
9
8
7
E
3
6
0
P
2
8
0
2
0
0
2
E
3
6
0
P
6
3
2
0
0
9
E
3
6
0
P
6
3
2
0
1
0
E
3
6
0
P
K
6
3
2
0
1
3
E
3
6
0
P
K
6
3
2
0
1
3
E360 P
E 63 2014
E360 P
K 3
2 2
015
E
3
6
0
P
K
1
1
0
2
0
1
7
E
3
6
0
P
6
3
2
0
1
7
E
3
6
0
P
6
3
1
2
AE
W in
Sunris
e
AE
W in
Sunris
e
S
u
n
r
i
s
e
S
u
n
r
i
s
e
B
o
d
e
n
a
n
k
e
r
a
u
s
B
a
u
g
r
u
b
e
B
o
d
e
n
a
n
k
e
r
A
n
s
c
h
lu
s
s
p
ro
je
k
t:
M
a
n
e
s
s
e
s
tra
s
s
e
T
A
Z
B
a
u
- N
r. 0
7
'0
8
0
RN
25 +
W
S
SA
SA
SA
SA
SA
E
S
SA
SA
S
A
2
2
3
3
ES
ES
4
4
1 P
-B
lau (5m
)
ES
ES
ES
B
a
u
p
is
t
e
5
.
0
0
m
SA
S
A
S =
413.42
S =
413.42
E
W
Z
P
E
100
E
360 P
E
225
E
3
6
0
P
E
2
2
5
E
W
Z
P
E
1
0
0
abbrechen
B
l
a
s
e
n
s
c
h
e
l
l
e
3
0
0
V
'
B
u
n
d
/
L
'
F
l
a
n
s
c
h
3
1
5
H
D
P
E
-
R
e
d
.
3
1
5
/
2
2
5
HD
PE
-R
ed. 225/180
HD
PE
-T 2
25/2
25
HD
PE
-Red
. 225
/63
A
S
3
2
/6
3
H
D
P
E
-R
e
d
. 6
3
/3
2
V
'B
u
n
d
/ L
'F
la
n
s
c
h
2
2
5
B
la
s
e
n
s
c
h
e
lle
2
0
0
HD
PE
-T
225/225
H
D
P
E
-R
ed. 63/40
A
S
2
2
5
/6
3
AS
225/63
AS
225/63
AS
225/63
HD
PE
-Red. 6
3/3
2
HD
PE
-Red. 6
3/4
0
HD
PE
-Red. 2
25/1
60
HD
PE
-T
225/225
Bla
senschelle
90
HD
PE
-Red. 1
60/9
0
R
P
1
6
0
RP
180
E360 P
E 2
25
Bla
senschelle
160
HD
PE
-Red. 2
25/1
60
HD
PE
-T
225/225
W
e
r
k
l
o
c
h
E
W
Z
W
e
rk
lo
c
h
E
W
Z
W
e
r
k
l
o
c
h
E
W
Z
W
erklo
ch E
W
Z
W
erklo
ch E
W
Z
Werk
loch E
WZ
Werkloch EW
Z
Werk
loch E
WZ
Werk
loch E
WZ
teilw
eise um
legen
(zu Lasten E
RZ
)
(
z
u
L
a
s
te
n
E
R
Z
)
t
e
i
l
w
e
i
s
e
u
m
l
e
g
e
n
(
z
u
L
a
s
t
e
n
E
R
Z
)
(
z
u
L
a
s
te
n
E
R
Z
)
t
e
i
l
w
e
i
s
e
u
m
l
e
g
e
n
r
e
s
p
.
N
e
u
b
a
u
(
z
u
L
a
s
t
e
n
E
R
Z
)
U
m
le
g
u
n
g
E
W
Z
-R
o
h
rb
lo
c
k
1
0
x
R
1
0
0
S
w
i
s
s
c
o
m
/
E
W
Z
L
=
~
4
6
.
0
0
m
S
w
i
s
s
c
o
m
R
o
h
r
b
l
o
c
k
2
x
K
1
0
0
U
m
l
e
g
u
n
g
E
W
Z
-
R
o
h
r
b
l
o
c
k
1
0
x
R
1
0
0
ewz
Muffen
MFS03152
(
z
u
l
a
s
t
e
n
E
R
Z
)
b
e
s
t
.
K
a
b
e
l
s
c
h
u
t
z
r
o
h
r
E
3
6
0
P
E
3
2
E
3
6
0
P
E
6
3
E
3
6
0
P
E
6
3
E
3
6
0
P
E
6
3
E
3
6
0
P
E
6
3
W
erklo
ch E
W
Z
W
erklo
ch E
W
Z
W
e
r
k
lo
c
h
E
W
Z
W
e
r
k
lo
c
h
E
W
Z
W
e
r
k
lo
c
h
E
W
Z
W
e
r
k
lo
c
h
E
W
Z
W
e
r
k
lo
c
h
E
W
Z
W
e
r
k
l
o
c
h
E
W
Z
W
e
rk
lo
c
h
E
W
Z
O
rtb
e
to
n
k
a
n
a
l
O
rtbetonkanal
Ortbetonkanal
Leiter ersetzen
E
=
4
1
1
.9
4
E1
c
a
.
-
7
.
3
0
-
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur
best. K
S a
npassen
KS
410'1
22
gem
. TE
D-N
orm
13.4
5
mit g
elo
chte
m D
eckel
D =
~417.5
7
A =
413.7
5
t = ~
3.8
2 m
KS
410'1
23
gem
. TE
D-N
orm
13.4
5
D =
~417.3
8
E =
413.5
4
A =
413.5
2
t = ~
3.8
6 m
KS 410'124
gem. TED-Norm 13.45
D = ~417.17
E = 413.32
A = 413.30
t = ~3.87 m
KS
410'1
25
gem
. T
ED
-Norm
13.4
5
D =
~416.8
9
E =
413.0
3
A =
413.0
1
t =
~3.8
6 m
a
u
f
g
r
u
n
d
E
x
p
l
o
s
i
o
n
s
s
c
h
u
t
z
E2
Ortbetonkanal
O
rtb
e
to
n
k
a
n
a
l
O
rtbetonkanal
Ortbetonkanal
Arm
atu
ren n
eu
Arm
atu
ren n
eu
Arm
atu
ren n
eu
A
r
m
a
t
u
r
e
n
n
e
u
K
S
4
1
0
'
2
0
1
g
e
m
.
T
E
D
-
N
o
r
m
1
3
.
4
1
D
=
~
4
1
7
.
2
4
A
=
4
1
3
.
7
6
t
=
3
.
4
8
K
S
4
1
0
'
2
0
2
g
e
m
.
P
l
a
n
n
u
m
m
e
r
1
5
'
1
0
4
-
4
5
8
D
=
~
4
1
6
.
9
7
E
=
4
1
3
.
6
1
A
=
4
1
3
.
6
0
t
=
3
.
3
7
K
S
4
1
0
'
2
0
3
g
e
m
.
T
E
D
-
N
o
r
m
1
3
.
4
1
K
S
410'1
28
gem
. T
E
D
-N
orm
13.73
m
it verschraubtem
D
eckel
D
=
~
416.30
E
=
413.49
A
=
413.48
t =
~
2.80 m
K
S
410'1
27
gem
. T
E
D
-N
orm
13.73
m
it verschraubtem
D
eckel
D
=
~
416.85
E
=
413.93
A
=
413.92
t =
~
2.93 m
GAL-Reparatur
GAL-Reparatur
GAL-Reparatur GAL-Reparatur
GAL-Reparatur
O
r
t
b
e
t
o
n
k
a
n
a
l
4
0
0
0
/
1
5
0
0
L
=
~
3
1
.
1
5
m
P
E
H
D
3
1
5
P
E
H
D
3
1
5
KL 409'979
S=
413.56
KL 409'980
S= 413.38
GAL-Reparatur
K
S
4
1
0
'1
2
9
g
e
m
.
T
E
D
-
N
o
r
m
1
3
.
7
3
m
i
t
v
e
r
s
c
h
r
a
u
b
t
e
m
D
e
c
k
e
l
D
=
~
4
1
6
.
4
1
E
=
4
1
3
.
3
6
A
=
4
1
3
.
3
5
t
=
~
3
.
0
6
m
K
S
410'1
26
gem
. T
E
D
-N
orm
13.45
D
=
~
416.40
E
1 =
412.29
E
2 =
412.41
A
=
412.27
t =
~
4.13 m
K
L
4
0
9
'
9
8
1
S
=
4
1
2
.
9
9
Ort
beto
nka
nal 3
400/1
800 L=
~120.2
0 m
O
r
t
b
e
t
o
n
k
a
n
a
l
E360 H
DP
E 2
25
(Ausw
echlu
ng / R
elin
ing) L
= ~
150 m
E360 H
DP
E 2
25
Um
legung info
lge K
analb
au
(zu L
aste
n E
360)
L=
~155 m
EW
Z P
E 1
00 L=
~125 m
(
z
u
L
a
s
t
e
n
E
R
Z
)
Ste
ueru
ngskabel fre
ilegen,
R
o
h
r
e
i
n
z
u
g
m
i
t
P
E
H
D
3
1
5
R
N
25 neu versetzen
R
N
neu versetzen
R
N
n
e
u
v
e
r
s
e
t
z
e
n
Ufe
rstre
ifen K
olb
enhofb
ach
Ufe
rstre
ifen K
olb
enhofb
ach
Ufe
rstre
ifen K
olb
enhofb
ach
Ufe
rstre
ifen K
olb
enhofb
ach
23.80
9
.
8
1
9
.
8
0
13.50
13.50
13.50
z
u
L
a
s
t
e
n
E
R
Z
(
m
i
t
K
a
n
a
l
b
a
u
)
z
u
L
a
s
t
e
n
E
R
Z
(
m
i
t
K
a
n
a
l
b
a
u
)
T
A
Z
B
a
u
-
N
r
.
0
7
'
0
8
0
z
u
L
a
s
t
e
n
U
e
t
l
i
b
e
r
g
s
t
r
a
s
s
e
T
A
Z
B
a
u
-
N
r
.
1
5
'
1
0
4
M
W
S
T
Z
Ø
4
0
0
-
3
3
.
1
8
-
1
0
.
4
‰
→
A
n
s
c
h
l
u
s
s
p
r
o
j
e
k
t
:
A
u
-
,
H
o
p
f
e
n
s
t
r
a
s
s
e
,
W
i
e
d
i
n
g
s
t
e
i
g
T
A
Z
B
a
u
-
N
r
.
0
7
'0
8
0
O
rtbetonkanal 3400/1800
L=
~
8.80 m
O
r
t
b
e
t
o
n
k
a
n
a
l
3
0
0
0
/
2
0
0
0
L
=
~
2
5
.
4
6
m
O
r
t
b
e
t
o
n
k
a
n
a
l
3
0
0
0
/
2
0
0
0
L
=
~
5
2
m
E
360 P
E
225
K
S
412'4
10
gem
. T
E
D
-N
orm
13.45
D
=
~
416.43
E
=
412.55
A
=
412.54
K
S
412'4
11
gem
. T
E
D
-N
orm
13.45
D
=
~
416.43
E
1 =
412.49
E
2 =
412.49
A
=
412.48
60 / 168
Bearb. / Gepr. Datum Format TAZ Bau - Nr. Plan - Nr.
Dateipfad
Uetlibergstrasse
Projektiert durch
Situation 1 : 200
Die genaue Lage der eingetragenen Werkleitungen ist vor Beginn
der Bauarbeiten durch den Unternehmer bei den Werken zu erheben.
rif / vp 15'104
Kanal-Werkleitungsbau Haldenstrasse - Manesseplatz\Bauprojekt 2017\15'104_Sit.dwg
Index
B
A
Bearb.Datum
VisumGepr.
C
Haldenstrasse bis Manesseplatz
Teil 3: Eibenstrasse bis Manesseplatz
Plan-Info Locher
Plan-Nummer: 15'104-403 A
Planfile-Name: 15'104_Sit.dwg
Plotfile-Name: 15'104-403 A .pdf
Plotstiltabelle: 90616.ctb
Layout-Name: 15'104-403 A
Locher Ingenieure AG
Pelikan-Platz 5
T 043 443 7 443
Strassenbau /
Kanalbau / Werkleitungsbauten
15'104-403 A
D
20.11.19 20.11.19esp vp
Anschlussplan
15'104-404
Anschlussplan
15'104-402
Strassenaufbau
Gehwegaufbau
Fahrbahn
Gehweg
Busbetonplatte
Chaussierung
Kies~ 340 m
2
~ 355 m
2
Total
Busbetonplatte
Chaussierung
Kies
Legende:
Swisscom, Colt, WorldCom, etc.
Wasser (WVZ)
Cablecom
Gas (EGO, E360°)
EWZ, DAV, VBZ, SBB
Kanalisation mit Kontrollschacht
+ + +
Legende:
Wasser (WVZ)
EWZ, SBB
+ + +
DAV DAV DAV
VBZ VBZ VBZ
DAV DAV DAV
VBZ VBZ VBZ
Legende:
Mischwasserkanalisation
mit Kontrollschacht
+ + + + + +Signalkabel (WVZ)
Randstein RN 15/19x25 (25/29x25)
Belagsgrenze
(TED Norm 16.21 / 16.31)
(TED Norm 16.23 / 16.33)
(TED Norm 16.24 / 16.34)
(TED Norm 16.36)
Randstein abgesenkt
(TED Norm 19.11)Velopfosten "Classic"
Grabenrand Regenwasserkanalisation
Strassenablauf(TED Norm 13.51)
Einlaufschacht(TED Norm 13.57)
(TED Norm 16.25 / 16.35)Randstein abgesenkt
Grabenrand Mischwasserkanalisation
Grabenrand Werkleitungen
(TED Norm 16.51)Bundstein
(TED Norm 16.41)Naturstein- Stellplatte
Inselschutzpfosten
Diverse Fremdprojekte
Baum
(TED Norm 16.83)
Bauprojekt
Tiefbauamt
402
4
0
4
4
0
1
403
Partner
Dienstabteilung Verkehr
28.10.2019
Parkplatz "Weisse Zone"
Parkplatz - Bilanz Bestehend Projektiert Differenz
21 7 - 14Parkplatz "Blaue Zone"
3 0 - 3
Taxi-Standplatz 2 2 0
(P-Weiss)
(P-Blau)
Bäume sind wertvolle Bestandteile des Stadtraums. Sie erfüllen ökologische, gestalterische und
soziale Aufgaben. Sanierungen des öffentlichen Grundes werden mit grösstmöglicher Rücksicht
auf den Baumbestand ausgeführt. Unausweichliche Fällungen basieren auf einer fachlichen Beurteilung.
Bestehend
Baum - Bilanz
DifferenzErsatz Neu Bilanz
28 + 20 480 0 20
20.11.2019
Anpassung Projekt im Bereich Manessestrasse