26
19
24/5
Br
eis
ga
us
tra
ße
12/4
30
9
1 5 /1
24/4
12/5
17
21/1
SE n
eu
R=20
<-
1.0
0%
0
8.0
m
DN
VC
U
<-- 0
.5
<-- 1
.9
1%
23.7
5
0%
mD
N 25
0 ST
Z
840860102
840860116
D = 162.65
S = 161.32
S1= 161.33
S2= 161.31
T = 1.34
x 2.00
<-- 0.50 % 41
5.50
24/1
A
R=
0+000
0+003.50
8
<-- 1.63 % 41.84
Änderungsverzeichnis
<-- 1.50 % 41.00 m DN 250
m DN 250 STZ
5.00 x 2.00
5.00 x 2.00
5.00 x 2.00
6.70 x 2.00
Index
PVCU
5.00 x 2.00
S = 163.00
8
D = 163.39
S = 162.55
S1= 162.57
S2= 162.55
T = 0.82
41
A
10
12
43
37
70/1
Stadtbauamt
Lahr
Ausbau Mietersheimer Hauptstraße BA III
VARIANTE 1
der
e
Li nd
37/1
Bei
2
42
2273
14
- Abteilung Tiefbau -
39
44
71
840860114
38
6/1
16
D = 163.19
S = 161.65
S1= 161.66
S2= 161.64
T = 1.55
40
Br
Art der Änderung
1
6
840860101
Datum
<-- 1.79 % 40.71 m DN 250 STZ
840860203
D = 162.69
S = 160.58
S1= 160.61
T = 2.08
20
D = 163.84
S = 162.28
S1= 162.27
T = 1.57
D = 163.80
S = 162.04
T = 1.76
PVCU
h
ße
a
r
t
ts
p
u
a
H
r
e
eim
840860113
5.50
8
6
0+014
0+030
840860201
rs
e
t
Mie
SE neu
.00 m DN 250
5.00 x 2.00
4
23
SE neu
SE neu
5.00
2
8
DN 2
50 P
VCU
161.63
D = 162.66
S = 161.22
S1= 161.63
S2= 161.23
T = 1.43
5
R=2
0
17.5
0m
24/2
0+044
SE neu
R=150
0+050.39
R=
0+064
0+068
3
D = 163.21
S = 161.29
S1= 161.31
S2= 161.29
T = 1.90
0+080
0+083
.50
R=40
0+09
R=15 4.68
0
D = 162.70
S = 161.43
S1= 161.44
S2= 161.42
T = 1.28
12/7
10
R=
7
840860202
840860115
0+040.50
0+0
98.5
0
27
0P
25
15
12/6
0
R +1 1
=4 5
0 .15
24/3
- PLANUNG B.Hä.
M. 1 : 250
10.07.2019