11_Situation 1_250

Ae
sc
he
r
PE DL
SW 63
H
PP
9
10
.2
18
EKZ
leitung
Pumpe
n
0
2.0
0
1.0
.00
WL
- 0
.71
%→
TV
Ø1
50
tein
tein
ges
türz
17
SickerW
150 U
>
7.2
ste
PP
PP
Ras
eng
itter
TV
Nr. = 569
D =547.78
1334
1972
SBR
SS
D =546.09
S = 545.49
Bun
dste
in
- 0.
60%
→
Pflästerung
1
77
ss
e
G
D
15
0
787
ES
0 -5
7.15
KS
D =546.06
S = 545.34
VK A1 B1
D =545.90
S = 544.62
E = 544.63
Durchlaufrinne
ergänzen
02
15
K1
Ø40
g
S
Poller
SA
Bela
rfs
tra
19
76
48
SW
1167
VK
26
Do
r =11
.00
6
9
10
50
g
Abfall
TV
WL 150 GD
PP
Pum
SW penleitu
n
0
m
co
ss
wi
L
tein
Ø15
K1003
W
unds
0G
5
WL
r =6.
Verb
in
3.00
6.00
KS
D =546.65
S = 544.90
WL
9
D1
94
10
0
1.
SW
-6
.3 SB
5- R
2. Ø4
13 0
% 0
→
LE
HU
/oo >
KS
D =547.25
S = 545.90
3.1
75
7.0 o
hlag
r = 3.50
r = 5.00
KS 1
D =546.10
E =544.66
A =544.61
K190
Regenüberlauf
umbauen
HE A1 B1
D =545.92
E = 544.51
A = 544.47
84
Stierenwaldbach
TV
pl
Stell
14
WL 1 1/2" STN
U
in
scom
St
atten
76
WL 1 1/2" STN
80
dste
SBR
SA
PP
la
llp
e
neu best. R
vers
etzt andstein
10cm
Ansc
88
19
5
bun
800
Swis
n
tte
GD
>
Ver
MW
PP
SW
RW 600 U
PP
RW
scom
GU
50
2.0
ter
10144
D =545.61
E =544.16
A =544.16
S =544.16
18.1
5
PP
>
engit
W
M
18
1346
TV
PP
RW 400 U
GU
Ras
R
184
K102
12
10134
D =561.68
E =558.86
E =559.38
A =558.79
PP
PP
RW 400 U >
TV
WL 1 1/2" STN
PP
PP
PP
PP
PP
WL
ZOBRIST + RÄBSAMEN AG
INGENIEURBÜRO
696
STN
Swis
4
90
59
969
79
PP
SC
7.4
WL
itter
49
KS 2
D =556.65
E =545.05
A =545.00
10148
D =545.29
E =542.42
A =542.42
S =542.42
10145
D =545.51
E =543.03
A =543.03
S =543.03
1.0
TV
Z1
WL 150 A
tein
2.2
D =546.60
E =544.97
A =544.97
S =544.97
Kaskade
Trennblech
85
86
best
. Ra
nds
ne
10cmu verse tein R
Bun
ands
Ans tzt
dste
tein
chla
in
gest
g
ürzt
eng
PP
Kies
GD
rzt
tein
nds
893
TV
58
1/2"
Ras
Verb
unds
Bu
150
U
439
L1
estü
2
ndstein
1/
2" S
TN
rW
in
Verbu
L1
W
ser
as
ellw
Qu
WL
0
7.1
D =556.58
E =553.69
A =553.69
S =553.69
1.0
6.0
A-A
B
sse
179
n
dste
in g
Verb
u
stein nd-
llwa
ne
run
Bun
dste
Que
3.5
>
0
0
U
Kies
9
Beispiel Aescherstrasse
bei Kreisel Birmensdorf
Ran
NP
00
903
ein
cm
dst
90 tein
n
u
n
B
s
fe
rei uss
sst schl
g
b
la
Be ter A
n
i
h
TV
ag
SA
Belag
25
20
G 1945
m
TV
892
WL 150 G
976
40 U 1
0
tein
50
ssco
Belag
nds
Swi
Bu
82
in
ste
nds
te
5cm in
Ans
chl
EKZ
Bo
ein
9.1
TV
/
rd-
Bu
dst
W
L
Bor
l
er
ss
Wa
>
l
0 GD
PP
7
U
Tafe
7
ZÜRICH, 28. SEPTEMBER 2015
RW
t
00
Tafe
lag
2.5
-57
nds
VK
SA
N
KS
D =554.67
S = 552.65
400
51
0
r = 6.00
nk
Ba
00
C
3.0%
RØ
nds
Ra
om
in
o>
SB
Bu
iss
c
serste
KS 3
D =560.04
E =545.50
A =545.45
o/o
6.0
6.00
Bundstein
Randstein
3 .0 0
r = 6.
7.0
und
.9 o/oo
SBR 74
R
>
MW 300
695
SB
Ver
b
TV
79
691
800
TV
Tafel
KS 13
D =576.80
E =552.78
A =552.73
PP
PP
-D
D
P
o/o
PP
562
in
MW
2005
2001
7- 6
.49%
→
GU
PP
/ Was
RW
0 -2
0.4
WL
40
PP
WL 70 GD
Bord-
Ø40
rt
SW
0
5.5
0
PP
PP
in
asserste
Bord-/ Wstürzt
ge
SBR
4.00
rste
se
Was
KS 4
D =561.68
E =546.88
A =546.83
SW
bach
nwald
Stiere
2.0
0
15
W
er
ck
Si
PP
PP
0
r = 6.0
ssie
ach
PP
PP
PP
PP
PP
57
0
r = 6.0
chau
herb
PP
PP
se
2.0
TV
g
PP
MW
PP
PP
BR
o>
0S
30
Lielistras
TV
dstein
leitun
Fern
TV
PROJEKT
.0
49
/
dBor
SA
52
5- 1.
14%
→
WL 15
PP
PP
16
-23.8
87
Verbun
0
SITUATION 1:250
23
0
1
200
1
WL Ø15
EH
50 P
WL
Ø400
WL
692
98
25
SBR
PP
56
1
AZ
SW
TV
KS
D =556.29
S = 553.21
191
chaussiert
694
ag
10138
D =548.47
E =545.53
A =545.47
S =545.52
Aesc
SB
RW
SA
KS 12
Absturzschacht
D =571.75
E =549.50
A =549.45
KS 11
D =566.00
E =547.18
A =547.13
nschl
PVC
H
4
RØ
4
0-
.7
-38
→
%→
5.20
cm A
160
00
%
.76
tein 5
Sw
1631
50
Ø1
RW MW 600 SBR 29.5 o/oo >
stein
Bords
Wa
dur sserle
chs itun
toss g
en
WL
178
4
Be
>
80
W
24
Mehrzweckgebäude
U
2
L1
55
9
Z1
5A
0
Ø40
40-43.
TV
ndRa in
ste
s
nd
Ra
0
Ø15
SBR
RW
3
MW
tion
tein
1
199
tein
WL
nds
GD
B
61.
>
WL 150 AZ 1980
in
ste
d
un
BR
50 S
oo
1 o/
Bu
70
.3
12
PP
10136
D =553.49
E =550.80
A =550.70
S =550.76
.05- 1.00% →
SW SBR Ø400 -33
stein
Bund
PP
a
st
rafo
T
n
Ra
WL 150 AZ 1980
lha
u
ch
S
.2
12
WL
SANIERUNG LIELISTRASSE
us
PP
ds
53
693
6.30
ei
gb
un sbau
t
h
c Au
leu
Be terem
spä
6
49
tein
PP
PP
PP
PP
KS
D =551.83
g
Bela
mit
ng rung
u
t
ch nie
leu sa
Be ssen
a
Str
54
PP
PP
0 KU
156
Fernleitung
in
dste
n
u
B
in
dste
n
u
B
WL 4
Fernleitung
>
SickerW 150 PVC
PP
1630
KS
D =551.63
S = 548.03
Belag
1633
NP BB
PP
PLAN NR. 1804/1
NP C
KANTON ZÜRICH
GEMEINDE AESCH
Deckel
verschieben
10137
D =551.55
E =547.84
A =547.52
S =547.70
Bund
KS 5
D =564.23
E =547.20
A =547.15
1.00 2.00
PP
Bordstein
3cm Anschlag
19a
10146
D =545.93
E =542.75
A =542.75
S =542.75
70
130
D =545.91
E =543.40
A =543.40
S =543.40
1590
3
50
SB

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