au-, hopfenstrasse, wiedingsteig $xvihuwljxqj i u pelikan … · 2020. 2. 12. · mw nbr Ø300...
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DA
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P blau
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Baulin
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Baulinie
Baulinie
B
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Baulinie
B
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2
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D
5
9
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D
5
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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
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D
7
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D
8
6
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D
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D
6
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6
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D
5
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D
5
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D
5
1
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D
7
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1
W
D
8
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1
W
D
8
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W
D
8
1
7
3
W
D
8
6
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W
D
7
5
8
4
W
D
7
5
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WD
7586
W
D
4
4
1
1
W
D
2
3
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W
D
2
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4
W
D
2
5
7
W
D
6
8
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D
8
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1
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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
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1
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M
a
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Uetlib
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Ausnahm
etra
nsportro
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Typ III
S-9
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pro
j. R-1
42
U
etlibergstrasse
A
usnahm
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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
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=
4
1
1
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4
0
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8
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=
4
1
6
.
2
3
5
E
=
4
1
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.
6
0
5
A
=
4
1
1
.
6
0
5
K
E
1
3
7
5
0
D
=
4
1
6
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6
6
E
=
4
1
1
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9
6
A
1
=
4
1
1
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6
8
A
2
=
4
1
1
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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
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h
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1
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H
D
P
E
-
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e
d
.
3
1
5
/
2
2
5
HD
PE
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ed. 225/180
HD
PE
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25/2
25
HD
PE
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. 225
/63
A
S
3
2
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3
H
D
P
E
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d
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3
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V
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n
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la
n
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h
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la
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n
s
c
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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
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0
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P
1
6
0
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180
E360 P
E 2
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Bla
senschelle
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HD
PE
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25/1
60
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PE
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225/225
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Leiter ersetzen
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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
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f
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m
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T
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D
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r
m
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D
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A
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3
.
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6
t
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.
4
8
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e
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a
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n
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m
e
r
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1
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4
5
8
D
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4
1
6
.
9
7
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4
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3
.
6
1
A
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3
.
6
0
t
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3
.
3
7
K
S
4
1
0
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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
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b
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0
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U
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b
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8
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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
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