Lageplan Straßenbau Blatt 1

.9 1
0
8 .7
Pfl
68
Pfl
Pfl
6
Pl
.9 2
Pfl
3
8 .9
68
6
1
3
8 .8
Pl
6
7
9 .1
68
92
57
0
35
69
68
68
.9 8
.9 3
Pfl
1
.1 1
.2
69
Pfl
Rinne
5
.8 2
69
6
ph
As
.2 9
.9 9
68
69
Pfl
.8 2
.1
69
.3 0
144
4
69
.0 7
.1 1
69
146
6
4
8 .9
1
9 .2
Pl
6
Pfl
6
D=
9
.2 4
Pfl
6
Pl
6/3
.3 0
.4
69
.3 8
6
III
6
69
69
4
9 .5
69
Pfl
6
6
D=
9 .1
69
D=
Pl
69
.1 1
69
2
9 .2
6
D=
69
68
25
92 3
6
6
69
6
9 .0
69
1
9 .1
.9 6
.0 3
92
57
.0 0
Pfl-rot
Pfl
Radweg
.0 8
69
69
.0 8
.2 8
69
.4 3
Pl
69
.3 3
69
.3 4
Radweg
Pfl
Pl
Pl
69
P
69
.3 9
69
/1
16
Pfl
P
.2 6
69
69
164
.4 3
.4 7
.2 3
6
69
.4 0
Pl
31
Pl
69
69
.2 4
.3 8
69
Pl
20 G a r
Pfl
14
agen
III
.3 3
III
2 m²
P
92
57
69
.6 2
69
I
I
Pl
28
ph
As
II
.0 8
69
24
23
.6 3
6
6
9 .3
9 .3
69
.7 2
69
9
.3
69
1
6
69
69
.4 6
.6 4
II
25
Pl
.2 7
III
15
69
.0 4
III
70
0
0 .0
70
70
D=
69
69
6
9 .8
.8 2
69
.6 4
R=
6
D=
8
ph
As
Pfl
.7
69
8
6
69
2
69
P
.6 9
R=
8
ph
As
.6 9
69
P
P
.5 6
P
6
.4 5
P
14
69
1
9 .4
69
.7
69
4
Pl
.3 4
0
.0 6
69
.5 4
P
0
P
P
P
P
Pl
P
7
6
8
9 .6
69
Pl
69
7
69
6
9 .7
6
D=
1
9 .9
.9
69
69
ph
As
.5 8
.8
69
Pl
69
.9 8
8
III
2.00
.6 9
69
.9 5
.7 4
Pfl
Pfl
69
.8 8
69
.9 8
P
P
7
P
P
6
3
9 .9
69
P
4
0 .2
70
2.00
69
Parkstreifen
7
Fahrbahn
0
0 .0
Pl
69
7
6
8
9 .6
Gehweg
Pl
70
0 .2
3
70
Grünfläche
Höhenlinien
2-reihige Rinne 16/16/14, grau
Baum
Baum
Fahrradbügel
Ausfertigung
Osnabrück, den
.0 6
70
.1 8
R=
ph
As
8
0 .2
6
3
2
10
12
14
Pl
Pl
70
16
.3 4
70
00
92 1
57
.3 4
Nr
Änderungen
Datum
Name
.6 6
III
III
70
70
0
11
.2 6
8
11
.2
70
Pl
9
70
Pl
70
.7 8
Pl
0
12
Lageplan
III
.3 2
Datum
April 2013
April 2013
April 2013
Maßstab 1: 250
Name
Hu
Ja
Hu
.6 6
0
35
0
10
5
32
92
57
36
34
36
34
70
0
30
5
27
0
25
5
22
5
12
bearbeitet
gezeichnet
geprüft
gesehen
61-4
.3 7
36
34
36
34
36
34
36
34
92
57
Vorentwurf
Straßenbau
"Ertmanstraße, Abekenstraße, Möllmannstraße"
.3 4
.7 0
0
15
Einfahrten
.2 9
Pl
92
57
Parkplatz Betonsteinpflaster
21/10,5/8, anthrazit
P
Pl
III
0
20
5
17
0
15
5
12
0
10
5
17
P
1
III
36
34
36
34
36
34
36
34
36
34
92
57
69
P
Pl
70
Pl
Zufahrt
ph
As
.1 5
.9 7
8
10
8
9 .8
Gehweg Betonsteinpflaster
21/10,5/8, grau
.2 3
.9 7
.5 8
Pfl
75
.5 7
70
40.00
Höhen
Mauer
Zaun
Hecke
Querneigung
Ausbaufläche außerhalb
der Verkehrsfläche
laut B-Plan
34.50
Pl
Pl
Pl
.0 4
7
D=
Pl
.8 9
P
70
41.60
Fahrbahn (Asphalt)
Verkehrsfläche
laut B-Plan
.0 8
R=
8
3
Pl
I
69
70
ph
As
0
0 .0
III
Gehweg
13
16
2.00
.7 1
P
5
12
.4 0
Pl
70
.4 2
0
20
9 .7
P
3
9 .5
Pfl
.8 4
2.00
92
57
2.00 P
Ertmanstraße
.0 5
69
92
57
"Rechts vor Links"
Regelung
133 m²
.8 9
Pl
ph
As
6
P
1
6
ph
As
.4 0
6
D=
6
6
Pfl
.1 0
II
5.00
.5 8
ph
As
.4
69
III
/7
53
69
71 m²
5.00
70
4
69
.7 7
Pl
9 .5
Gasschieber
Kabelkasten OI
Kabelkasten UI
Holzmast
Stahlrohrmast
Höhenhilfspunkt
Bank
.4 1
70
Pl
.5 5
20 m²
.7 0
III
69
6
D=
Pfl
Pfl
Pfl
8
Pl
III
.8 6
69
Pl
47
2
.5 1
Pl
Pl
70
9 .4
Pfl
Pl
Pfl
6
D=
P
69
.8 7
.7 0
69
.4 6
69
69
69
69
.6 5
.6 1
1
9 .7
1
9 .7
9
.4 8
P
5.00
70
Pl
2
69
69
Wurzelbrücke
2.00
P
P
P
2.00
Pl
=6
e
rgstraß
e
b
n
e
t
r
Wa
Pl
.8 0
69
Pl
ph
As
.0 1
Pl
I
.6 4
.5 7
0
Schachtdeckel (rund)
Straßenablauf
Wasserschieber
Hydrant
P
.1 4
R
12
.0 2
6
10
69
.0 6
Pl
69
70
70
2.5%
6
D=
II
0
9 .9
.9 0
Pl
Pl
.0 5
Pl
ph
As
70
A
5
37
70
1
D=
.0 3
33 m²
Wurzelbrücke
7 69
.9 0
Eingang
Pl
3
9 .9
Straßenbeleuchtung
Ampel
Einfahrt
36
34
III
0
70
3
69
69
29
.7 8
III
=4
R
Pfl
Pfl
III
Pl
0
25
P
19
2.00 2.00
III
III
II
Pl
Pfl
.3 1
Zeichenerklärung
Planung:
Bestand:
.9 1
27
R
=4
Pl
.6 2
.9 4
Pl
Pfl
.7 9
traße
Lodtmanns
69
5
.8 8
69
.1 6
.9
69
2
0
10
69
.6
69
70
.4 3
fl
KP
9
17
Pl
6
9 .7
et
Be
4
0 .1
6
D=
69
III
III
Pl
7
.5 8
Ga
7
.4 3
P
III
.5 1
Weg
36
34
bf
un
II
70
13
70
sen
Ra
ph
As
69
70
11
6
.6 8
II
.2 7
2
9 .9
26
3Ga
.3 6
69
69
70
Pl
11
bf
un 69
.9 2
III
70
Pl
Pl
ph
As
.9 1
6
8
Pl
II
.6 2
0
15
/6
33
III
69
.9
69
6
P
3
9 .8
92
57
P
5
9 .4
75
92 2
57
II
Pl
sen
Ra
69
Pl 69.66
.5 7
R=
.3
69
ph
As
6
.1 9
III
.5 9
.8 5
70
R=
6
69
69
ph
As
.5 4
5
69
21
4
Pfl
18
P
traße
Broxtermanns
69
9 .4
2.5%
30
Pl
6
D=
69
P
22
Pl
Pl
.4 8
fl
KP
tz
8
.3 8
69
la
ielp
Pl
9
69
6
D=
/1
20
gen
16 Gara
3
7
Pfl
32 m²
7
Sp
.6 1
.4 4
ße
.2 1
sen
Ra
.5
69
Pl
5
II
gen
13 Gara
69
ph
As
69
.3 2
3
a
Abekenstr
69
6
.3 9
9 .5
III
fl
KP
69
Pl
21
fl
KP
.7 1
6
D=
7
69
II
69
.4 5
.2 2
0
30
25
92 2
57
.4 7
3
sen
Ra
69
a
2G
.4 5
69
92
57
69
0
40
15
ph
As
.5
69
Pl
36
34
69
69
.4 8
III
4
6/3
92
57
69
P
.3 2
Pl
5
17
P
/1
18
6Ga
5
12
.3 2
se n
Ra
.1 8
5
36
34
69
69
ph
As
0
20
Pfl
.7 6
13
8
8 .9
ph
As
6
2
9 .0
68
.3 1
69
69
ph
As
.0 5
Pfl
.9 5
Radweg-ro
t
se n
Ra
.9 3
68
8
1
/19
60
.1 5
I
6
9 .0
.0 4
6
.6 1
/1
11
6
9 .0
Radweg
9
/18
60
.1 1
.1 0
173
Pl
6
69
D=
.2 3
.1 6
Pfl
69
.4 5
154
69
.2 1
.0 5
.7 0
III
.0 0
69
69
152A
II
8
9 .9
P fl
Radweg
2
6
9 .3
0
9 .0
69
2
Pfl
Pfl
A
152
3
171
69
D=
6
69
III
.4
69
Pl
4
9 .0
Pfl
1
9 .4
III
.2 2
165
6
.2 0
69
.3 2
Pfl
P fl
6
.1
69
69
Radweg
P fl
8
Pl
Pfl
III
69
.4 5
Pfl
Pfl
150
4
9 .3
.3 3
P fl
.2 7
5
9 .2
69
P fl
P fl
.1 0
69
6
Pl
69
Pfl
Pfl-rot
III
161
163
Pfl
2
III
1
Pfl
.1
69
69
Pfl
148
I
57
9
P fl
ph
As
.0 1
.4
69
Radweg
8
9 .0
0
9 .2
6
118
8 .9
.1
69
III
se n
Ra
8
Pfl
.0 3
6
69
3
9 .0
6
D=
69
6
2
9 .1
Pfl
III
3
6
5
3
9 .0
69
Pfl-rot
69
.3 8
2
.3 7
.1 6
7
R=
69
n
9 .0
Pfl
6
D=
6
D=
Pl
6
te
6
D=
.8 5
Radweg
.2 9
8
69
Pl
Pfl
Pfl
ph
As
er
nd
hi
Be
.9
68
3
9 .0
Weg
68
6/2
.8 7
8
68
69
ph
As
68
Pl
.9
68
.4 3
70
159
Pfl
.1 7
Pfl
II
se n
Ra
69
Pl
II
.5 9
1
6
69
157
69
Pfl
.8 9
II
Pfl
Pfl
Pl
.7
68
155
Pfl
Pfl
.2 1
5
42
68
.9 5
6
.8 9
5
22
III
.2 3
70
Radweg
92
57
36
34
68
Pl
50
92 2
57
5
42
Pfl
II
Pfl
Pfl
68
Rinne
153
.1 3
36
34
68
69
0
40
6
D=
6
D=
.7 2
8
8 .7
.2 9
36
34
Pfl
7
8 .7
68
69
Radweg
.8 0
69
5
37
6
Pfl
.7 3
75
92 2
57
151
36
34
6
8 .8
6
8 .6
68
0
.2 3
0
35
6
.5 9
8 .8
36
34
116
6
D=
Pfl
5
32
68
7
69
Pfl
II
00
92 3
57
.7 6
36
34
68
.6 5
0
30
.8 6
36
34
68
5
27
68
36
34
68
.9
68
25
92 3
57
Pfl
Pl
.0 2
0
25
69
et
Be
.7 0
Pfl
114
36
34
0
15
ph
As
5
22
0
20
5
17
.1 1
36
34
36
34
36
34
36
34
68
69
Pl
.7 1
50
92 3
57
Pfad: Z:\CAD\101\282\STRBAU\101282\LS_Neu.sda\LS-1-VE.prn
Anlage 2
Blatt
1
Aufgestellt:
Osnabrück, den
Fachbereich Städtebau
Fachdienst Verkehrsplanung 61-4