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0
9
0
0
+
1
1
0
0
+
1
2
0
0
+
1
3
0
0
+
1
4
0
0
+
1
5
0
0
+
1
6
0
0
+
1
7
0
0
+
0
0
0
.0
3
-
0
.7
3
%
1
7
.5
3
m
R
=
o
o
0
+
0
0
0
0
+
0
1
7
.5
6
-
0
.7
3
%
1
7
.5
3
m1
.5
2
%
1
3
.8
1
m
P
R=
oo
R=
oo
0+
206.88
2
.5
%2
.5
%
2
.5
%2
.5
%
2.5%
2
.
5
%
2
.5
%
2
.0
%
0.0%
1
.
0
%
0
.
0
%
2
.
0
%
T
S
=
2
8
9
.4
8
T
S
=
2
8
4
.
5
0
0+
220
0
+
2
3
0
0
+
2
4
0
0
+
2
5
0
0
+
2
6
0
0
+
2
7
0
0
+
2
8
0
0
+
2
9
0
0
+
3
0
0
0
+
3
1
0
0
+
3
2
0
0
+
3
3
0
0
+
3
4
0
R=
17
R=
oo
0+
223.65
R
=
o
o
R
=
1
7
0
+
2
4
9
.2
2
R
=
o
o
0
+
3
4
0
.2
5
R
=
o
o
-2.5
0%
3.2
1m
-3.98%
51.10m
0
+
2
5
7
.7
2
-3
.9
8
%
5
1
.1
0
m
-4
.5
5
%
8
2
.5
2
m
0
+
3
5
0
0
+
3
6
0
0
+
3
7
0
T
S
=
2
8
5
.7
2
0
+
3
4
0
.2
5
-4
.5
5
%
8
2
.5
2
m
-9
.3
9
%
9
.8
6
m
T
S
=
2
8
4
.
8
0
R
=
o
o
0
+
3
7
6
.
3
5
0
+
3
7
6
.
3
5
-
1
.
1
3
%
2
6
.
2
4
m
0
+
3
5
0
.
1
1
-
9
.
3
9
%
9
.
8
6
m
-
1
.
1
3
%
2
6
.
2
4
m
R
=
o
o
0
+
3
5
0
.
1
1
R
=
o
o
Trasse_Hofacker
TS=285.48
TS
=285.3
2
AA
AE
T
S
=285.19
AA
A
E
T
P
T
S
=
2
8
5
.2
1
T
S
=
2
8
5
.
3
0
A
A
A
E
H
P
T
S
=
2
8
5
.
1
5
A
A
A
E
T
S
=
2
8
5
.
1
1
0+
000
0+
010
0+
020
0+
030
0+
040
0+
050
0
+
0
6
0
0
+
0
7
0
0
+
0
8
0
0
+
0
9
0
0
+
1
0
0
0+
026.43
R=
oo
0+
026.44
H=
2500.0
0
T=
1.8
6
f=0.0
0
-0.6
5%
23.9
9m
-0.5
0%
27.3
5m
0+
002.44
-0.65%
23.99m
0+
053.79
H
=
500.00
T
=2.50
f=
0.01
-0.50%
27.35m
0.50%
3.88m
0
+
0
5
7
.6
6
0
.5
0
%
1
8
.7
6
m
0
+
0
7
6
.
4
2
H
=
1
0
0
0
.
0
0
T
=
7
.
5
0f
=
0
.
0
3
0
.
5
0
%
1
8
.
7
6
m
-
1
.
0
0
%
1
5
.
3
7
m
0
+
0
9
1
.
7
9
H
=
5
0
0
.
0
0
T
=
0
.
5
7f
=
0
.
0
0
-
1
.
0
0
%
1
5
.
3
7
m
0
+
0
9
6
.
4
2
-
0
.
7
7
%
4
.
6
4
m
R=
oo
0+
000
R=
oo
R=
49
0+
049.83
R
=
4
9
R
=
o
o
0
+
0
6
2
.
7
4
R
=
o
o
0
+
1
0
9
.
5
9
1.9%
r
=
7
T
S
=
2
8
5
.
1
2
T
S
=
2
8
5
.
0
4
T
S
=
2
8
4
.
5
5
T
S
=
2
8
4
.
0
3
T
S
=
2
8
2
.
6
9
0
+
0
0
0
0
+
0
0
5
0
+
0
1
0
0
+
0
1
5
0
+
0
2
0
0
+
0
2
5
0
+
0
0
1
.
6
7
0
+
0
0
8
.
6
7
-
1
.
0
0
%
7
.
0
0
m
-
4
.
6
4
%
1
0
.
6
3
m
0
+
0
2
4
.
6
8
-
9
.
6
5
%
5
.
3
8
m
-4
7
.1
3
%
2
.8
5
m
0
+
0
1
9
.
3
0
0
+
0
2
7
.
5
3
R
=
o
o
0
+
0
2
8
.
8
3
r
=
6
.
5
0
GB +12
GB
+3
GB
+12
G
B
+
3
GB +12
GB
+3
G
B
+
0
G
B
+
3
G
B
+
1
2
A
E
T
S
=
2
9
2
.6
5
A
A
A
E
T
S
=
2
9
1
.5
3A
A
A
E
T
P
T
S
=
2
9
1
.7
6
H
P
R=
oo
0+
032.500
H=500.00
T=7.27
f=0.05
3.4
1%
27.5
0m
0.50%
115.50m
R
=
o
o
0
+
1
5
9
.6
0
H
=
5
0
.0
0
T
=
7
.2
9
f=
0
.5
3
18
.7
7%
10
.6
8m
-
1
0
.3
9
%
1
0
.7
5
m
0
+
1
7
0
.3
6
H
=
2
0
.0
0
T
=
1
.5
3
f=
0
.0
6
-
1
0
.3
9
%
1
0
.7
5
m
4.93%
4.59m
0
+
1
7
4
.9
5
R=
oo
0
+
0
6
2
.5
6
H
=
1
5
0
0
.0
0
T
=
5
.3
6
f=
0
.0
1
4
.9
9
%
3
1
.1
9
m
4
.2
8
%
8
6
.3
7
m
TS=288.46
0
+
1
0
0
TB
+1
T
B
+
1
G
B
+
1
2
G
B
+
3
G
B
+
1
2
G
B
+
1
2
G
B
+
3
G
B
+
0
G
B
+
0
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
1
2
1
7
.5
0
r
=
1
r
=
1
G
B
+
3
G
B
+
3
GB +3
GB +3
GB +3
GB +3
TS
=289.18
TS
=289.25
TS
=289.28
TS
=289.33
AA
AE
T
S
=
2
9
2
.1
7
A
A
A
E
TS
=292.10
TS
=292.07
TS
=292.00
0+ 003
2.50%
2.00m
0+ 002.85
2.50%
2.85m
0+ 000
0+ 005
H=
75.00
T=
1.43
f=
0.01
6.33%
45.00m
0+ 055.83
0+ 052.98
-2
.5
0%
2.8
5m
0+ 052.83
0
+
0
5
0
H
=
5
0
.0
0
T
=
2
.2
1
f=
0
.0
5
6
.
3
3
%
4
5
.
0
0
m
-2
.5
0
%
2
.8
3
m
GB +3
GB +3
GB +3
GB +3
G
B
+
3
G
B
+
3
G
B
+
3
GB
+3
GB
+3
GB +3
GB +3
GB +3
GB +3
GB +3
GB +3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
1
2
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
G
B
+
3
r
=
1
r=
1
r=
1
r
=
1
r
=
1
r
=
1
r
=
1
r=
1
r=
1
r=
1
G
B
+
1
2
G
B
+
1
2
G
B
+
1
2
G
B
+
1
2
1.5%
G
B
+
0
0.5%
3
.9
%
0.5%
2
.5
%
T
B
+
0
Z
u
f
a
h
r
t
_
R
R
B
0
.
1
%
3
.
0
%
0.0%
3
.
5
%
T
S
=
2
8
4
.
6
8
T
S
=
2
8
4
.
7
2
T
S
=
2
8
6
.
2
5
A
A
A
E
T
S
=
2
8
6
.6
0
T
S
=
2
8
6
.6
0
T
S
=
2
8
6
.6
0
T
S
=
2
8
6
.6
5
0
+
0
0
0
0
+
0
0
2
0
+
0
0
4
0
+
0
0
6
0
+
0
0
8
0
+
0
1
0
0
+
0
1
2
0
+
0
1
4
0
+
0
0
0
0
+
0
0
2
.
1
3
1
.
9
2
%
2
.
1
3
m
1
9
.
3
8
%
7
.
8
7
m
0
+
0
1
0
H
=
1
0
0
.
0
0
T
=
1
.
1
1
f
=
0
.
0
1
1
9
.
3
8
%
7
.
8
7
m
1
7
.
1
5
%
2
.
0
8
m
0
+
0
1
2
.0
8
17.15%
2.08m
0
+
0
1
2
.2
3
0
+
0
1
2
.7
3
0
.1
0
%
0
.5
0
m
0
+
0
1
4
.7
8
2.50%
2.05m
R
=
o
o
R
=
2
0
+
0
0
8
.
9
2
R
=
o
o
R
=
2
R
=
o
o
0
+
0
1
1
.0
9
R
=
o
o
0
+
0
1
4
.7
8
T
S
=
2
9
4
.0
4
TS=294.03
AA
AE
TP
TS=294.32
AA
AE
HP
TS=294.28
AA
AE
TS=293.73
AA
AE
2.50
3.00
2.0%
2.0%
2
.
5
0
4
.5
0
0
+
0
0
0
o
. A
.
0
.6
8
%
1
1
.6
3
m
0
+
0
1
1
.6
3
0
.6
8
%
1
1
.6
3
m
0+
013.33
H=150.00
T=1.67
f=0.01
-0.43%
1.70m
1.79%
16.05m
0+
029.39
H=250.00
T=2.47
f=0.01
1.79%
16.05m
-0.18%
20.50m
0+
049.89
H=500.00
T=3.57
f=0.01
-0.18%
20.50m
-1.6
1%
34.48m
0+
084.37
H=500.00
T=2.95
f=0.01
-1.61%
34.48m
-0.43%
15.63m
0+
100
-0.43%
15.63m
-0.50%
60.00m
0+
010
0+
020
0+
030
0+
040
0+
0
50
0+
0
60
0+
0
70
0+
0
80
0+
090
0+
100
0+
110
0+
130
0+
140
0
+
1
5
0
0+
010
0+
020
0+
030
0+
040
0+
050
0+
0
60
0+
0
70
0+
08
0
0+
090
0+
100
0+
110
0+
120
0+
130
0+
140
0+
15
0
0+
160
0+
170
R
=
o
o
0
+
0
0
3
.2
7
R
=
1
5
3
.5
0
2
.8
5
2
.8
5
2.85
2.85
2.85
2.85
6
.0
0
2
.8
5
2
.8
5
2.85
2.85
2.85
2.85
1
.9
5
1
.6
0
2
.5
0
4.00
4.00
3.50
Grasweg mit BA I m
odellieren
siehe Längsschnitt und Querprofile
1
.
5
8
6
.
2
0
1.50
6.15
1.58
T
S
=
2
8
9
.2
7
A
E
A
A
T
S
=
2
8
9
.4
1
T
S
=
2
8
9
.3
4
TS
=292.0
8
T
S
=
2
9
2
.1
9
r
=
5
r
=
1
N
e
u
b
a
u
S
ch
a
ch
t
m
it M
u
ld
e
n
a
b
d
e
cku
n
g
Z
u
f
a
h
r
t
s
t
o
r
P
f
le
g
e
z
u
f
a
h
r
t
3
0
c
m
S
c
h
o
t
t
e
r
r
a
s
e
n
Gra
nit 1
-Zeile
r
G
r
a
n
i
t
1
-
Z
e
i
l
e
r
4
9
5
/
4
4
9
5
/
3
38
5
0
2
/
65
0
3
/
7
1
2
3
4
5
7
8
9
10
11
12
13
14
15
16
17
28
27
26 25
24
23
22
21
20
1918
35
34
33
323130
29
6
36
BA 2 -> <- BA 1
BA 2 -> <- BA 1
BA 1BA 2
L:\Projektverwaltung\Hochdorf\Hofäcker\F_TIEFBAU_A-Nr\10_CAD\ALP_STR_250.dwg
Zeichenerklärung
TS=360.01
2
.5
%
AA AE
Strassenquerneigung
Aussrundungsanfang, -ende
Tangentenschnittpunkt / Straßenhöhe
Ausrundungshalbmesser in Meter
0+
107.05
H=1530.00
T=10.86
f=0.04
-1.50%
96.52m
Tangentenlänge
Längsgefälle / Länge
Station
Stichmass
1.00%
92.89m
360.03
Granitbordstein 15/25, GB +3cm
Granitbordstein 15/25, GB +0cm
Straßenfläche, asphaltiert
Öffentl. Grünflächen
Einschnittsböschung
Dammböschung
Parkplätze, Rasenfugenpflaster
Pflasterrinne
Gewässerrandstreifen / Mulde
Regenrückhaltebecken
Rückbaufläche für BA 2
Bankett
Öffentl. Grasweg
Grasweg
Datum gezeichnet/geprüft Änderungen
Projektnummer:Bearbeitet:
Landkreis:
Stadt:
Gemeinde:
Gemarkung:
Flur:
Maßstab 1:
Gefertigt:
Kirchheim u. T., den
Anerkannt:
GEOTECK INGENIEURE GmbH
C a r l - Z e i s s - S t r a s s e 3 1
73230 Ki r chhe i m u . Teck
Te l e f on ( 070 21 ) 9 22 80
Tel ef ax ( 07021) 922820
Dieser Plan ist urheberrechtlich geschützt. Bei Weiterverwendung - auch auszugsweise - ist die
GEOTECK INGENIEURE GmbH als Urheber auf dem Plan zu vermerken.
Index
Höhensystem:
Koordinatensystem:
Neu
Gauss-Krüger
19.07.2019
2.1.1
H17260
Ausführungsplanung
Schoen/Wregar19.07.2019
Baugebiet "Hofäcker"
Lageplan
Straßenbau
Esslingen
Hochdorf
Hochdorf
250
a 05.08.2019 Schoen/Humpfer Anpassung der Lampenstandorte
Übergangsstein
Geländemodelierung
Granitbordstein 15/30, GB +12cm
Tiefbordstein 8/30, TB +1cm
Angleichungsfläche
Schotterbankett
best. Einlaufschacht
gepl. Leitungsrecht BA2
gepl. Bäume
best. Bäume
gepl. Einlaufschacht 50/50
gepl. Leuchtstandorte
best. Leuchtstandorte
entfallende Leuchtstandorte
gepl. Zaun
gepl. Einlaufschacht 50/50 im BA2
SE21
gepl. Bäume im BA2
gepl. Kanalschacht
Schachtdeckel Ø 625;
Schmutzwasser-Kanalisation
Regenwasser-Kanalisation
gepl. Kanalschacht
Schachtdeckel Ø 625;
11200101025010
LM 01
Bestehende Kanalisation
best. Kanalschacht
UST entfallend
gepl. UST und KVS
entfallender Einlaufschacht
Granit 1-Zeiler 16x16x16 cm
gepl. Leuchtstandorte BA2
Recommended