[Seite 1]
% N r . 14 18 1 9 8 ,5 9 0( . D 5 ) 0 g e nla g e Ra P n f d la s s te te in r ndstein Pflaster 7 -3 .6 .1 6 0 9 0 m + 3 % . 9 1 1 5 5 . 8 3 6 H m k - m 3 h = . 1 T = 3 0 S 0 T 0 0 0 f = + = . 0 % = 0 1 0 2 3 8 0 0 . 1 0 9 . . 0 m 2 . 9 8 0 5 9 9 7 5 4 -1 1 . 9 7 . 5 3 0 0 0 % m 6 0 0 .0 + 0 0 0 5 9 .0 1 R 1 = 2 6 .0 0 R = ∞ 189.75 A c h s e A c h s e N r . 2 1 5 0 .0 0 0 18 1 9 8 ,4 9 5( . D 4 ) 4 18 1 9 8 ,4 R 9 1( R . D = 3 ) 6 = ∞ R 1 = 0 R 1 . = 9 0 ∞ 0 . 9 0 0 +0 0 8 + 5 0 . 8 6 3 8 X . 7 5 : Y 7 3 : 11 0 4 5 88 4 6 99 7 2 9 .. 7 44 1 4 44 , 4 8 3 4 , m 7 3 m 189.60 A D n = l. 0.3 Tr e p p e n a nl a A. A n la g e D=0.5 B P or f d la s s t t e e in r Drain-Rinne auskragend N aus a kragend turst. P NN f aa la ttuu s rr te sstt r NN ee R aa ii i nn n tt n uu e rr N ss a tt t .. ur PP ste ff in llaasstt R ee NN in rr n aa e tt E N uu a rr W tu ss PP r tt s .. V t ff e ll in aass N ttee a rr turst. Pfla SS N s ttuu a ff t ee e tu r rst. Bank Bank S Rinne N N at a u t r u s r t s e t N i e n a in turs E te W in V Geländer 1 5 . 9 0 6 6 0.3 0 2 + 0 7 1190.26 7 0 . 0 0 7.669 m 189.88 2, 6 % 18 1 9 8 ,4 9 4( . D 4 ) 3 118899..3377 8 0. 0 0 0 BituStellplätze Rinne N N a a tu tu r r s s te te in in 0 7 . 7 0 2 ,0 189.62
- 3 % R S 0 6 =
R ∞
R = % S
R = 6 . 0 0 = 2 6 . 0 0 A 3, 3 % c M h U s 1 e 90 .1 N 7 r. 1 4 189.81 2 ,4
% A c h s
e
N r . 1 1
R = -
-
4 2
R 7
9
= . 3
.
1 2
0 4
5
. 6
4 0
0
0 .0 0 0 + 0 0 4 0 .5 3 6
1 8 3 0 9 . 0. 0 0 8 8 2, 2 %
1 8 9. 7 7 2 8, 1 m
0 . 0 0
I
0
n
2
t
,
a
6
r s
%
i e 18 1 9
1 8 .5
8 9 3
9 ( 11 . D
. 6
6 88 ) 0
7 99..6600 3, 0 % 18 1 9 8 .5 9 2( . D 4
1 )
8 7 1 9 8 .5 9 2( . D 5 ) 0 2, 5 18 T 9o r .65 T
o
r 189.66
N at ur st ei n
Schotter
A. A.
Naturstein-pflaster
D=
D
0
=
.3
0.4
Betonsockel
Bordstein Anlage
D =0.3 Platte E n WVGas Naturstein
Na A t D u n = r l s . 0 t . e 3 in Anlag
T e
r N
e atu
p rst
p ein
e R
n inn
a e N
n at
l u
a rst
g ein
e Anlage A. A A nlag . eD=0.5 Naturstein-pflaster
D=0.3 2 ,6 % 1 0 . 0 0 R = 2 5 . 0 0 R = - 4 7 0 . + 3 0 0 1 2 . 7 4 3 190. 0 0 2 , , 1 1 8 0 9 0 % 3 0 0 . + 0 . 0 1 0 6 6 5,0 MU M U 1 U 9 1 0 1 9 . 9 0 1 . 0 1 7 . 6 186 -2 .3 .0 2 5 0 1 0 2 8 0 m 9 . % 0 0 . M h 9 0 k U 5 T m S 1 H = 9 M = 0 = 0 U . 1 0 + 2 0 8 1 8 0 - 1 . 9 1 9 0 1 . . 0 0 . 2 9 9 6 . 0 1 . 0 5 5 6 S 2 4 0 m 0 1 3 m % 1 1 9 9 0 0 .0 . 0 4 1 190. 0 1 1 X 2 + 2 9 : Y 0 , 0 6 3 2 . : 11 0 5 0 5 % 9 . 99 4 5 6 5 00 7 2 1 1 6 .. 7 00 9 8 4 66 0 , 2 0 . 0 8 2 5 , m 8 1 m 2, 4 % 1 8 9. 9 3 2, 8 % 1 8 1 9 8 . - 1 8 9 k 1 5 8 2 . H m . h9 ? 9 6 1 0 . 5 . = 9 T 2 = ( 0 4 I S 1 0 P 0 % 2 . ) = + 0 m 0 0 1 1 0 4 8 8 0 9 9 m . . 4 1 . 8 8 6 8 0 2 0 9 5 0 . + 8 1 0 9 6 .7 .6 2 2 5 8 % 1 m 8 9 1 . 8 8 2 , 5 5 9 % .89 0 18 + 9.8 0 9 5 4 18 0 9 9 .8 . . 4 0 3 0 8 0 1 3 R8 9 1 = 8 . 9 7 . 1 1 8 4 1 8 4 9 . R 6 .8 0 = 8( ∞ IP) 1 3 8 , 0 % 9. 8 2 18 1 9 8 .6 9 0 1 ( . 8 D 1 5 9 ) 8 . 8 6 9 4( . D 6 ) 2 7 0. 0 0 0 18 1 9 1 8 .6 8 1 9 8 9 ( 8 . . D 6 6 1 9 0 ) 8 1 1 ( . 9 D 5 8 . ) 7 9 9 0( . D 6 ) 2 189.78 O K E 190.44 O K E Pflaster S c h o t t e r D=0.6 D=0.4 Natu P rs e t i e ts in c R h andst e ein nmast Pfla P s B la te i t t t u e r n Anla R g a K e n ie d s stein L T -S o te r in Naturstein S Randst R e A i a n n n la d g K s e t i e e i s n S Beton-säule Bet N on a - tu sä rs u t l e W e in s B -p e la to tt n e - n säule Beton-säule Beton-säule Beton-säule Tor Tor Naturstein Pf E la W st V er Schotter Schott A er . D A = n 0 l . a 6 ge Natu D rs = te 0 i . n 6 -pflaster D=0.5 D= D 0. = 4 D 0 = . D 4 0 = .3 0.1 0 M 189.72 0 MU 1 1 9 9 0 0 .3 .3 7 8 M U 1 - 1 3 2 9 . . 0 2 9 .2 9 7M 9 4 5 U m % 1 h k 9 0 m T .2 H S 2 M = U = = 0 1 1 + 0 9 9 . 0 00 6 0 - 1 .1 0 2 . . 3 3 3 0 0 . . 0 2 8 2 m 5 0 0 9 0 4 m % 0,00 + 60 M 1 ,0 U 90 1 .1 9 3 0.14 190.08 I P 0 ,6 7 % 1 9 0. 0 2 189.99(IP) 1 9 1 0 1 8 , 9 . % 0 9 0 . 9 9 1 8 91.899. 492 H k = m 1 0 8 . = h 9 0 . + 0 0 9 T 0 0 3 + S . 0 m 7 = 5 1 1 2 7 1 6 9 5 .4 8 . 0 6 % 5 9 2 3 . . 7 0 8 1 2 8 5 1 m 9.91
+ 1 .0 4 0 4 0 .0 % 0 0 m 6 0. 0 0 0 1 8 9. 9 4 3, 2 % 189 1 .9 8 0 9 . O 7 K 4 UK A c h 6 0.
0 0
189.82 190.38 O K E 6 1 ,7 m In t a r s ie D A = n 0 l . a 6 ge D=0.3 Bet N o a n tur - s s tei ä np u lat l t e en Beton-säule Beton-säule Beton-säule Beton-säule EW ne Vu e Sr t rS ota mn kd ao srtt en Abfahrt S Garag T e reppe GGaass s 189.86
9 8 2 e
0,00 + 55,0 190.06 190.03 190. 2 0 , 1 5 1
%
8 9. 1 8 T 9 i . e 9 f 7 p u nkt 2,8 % 1 9 0 ,4
. 1
%
0 1 9 0. 1 1
1
1, 2
%
2, 1 % 190.14
1 9
0. 1 4
190.135 190 1 . 9 1 0 1 1 .0 9 5 8 0 O .0 K 9
1 D
9 T
0.13
1 9
0. 0 6
A c h s e N
r
.
N
r . 1 2
5 0. 0 0 0 189.88 S 1 8 t. 9 U . 9 6 O K E D=0.5 D=0.1 Übersichtsplan Br u D ch G ka M nt e M / S 1 tr : a 5 ß 0 e 0 nführung - 3D Polygon Rinne 1-teilig
0,00 + 50,0
190.18 S
Beto 19 n 0 - .1 s 2 ä S ul W e s 190.09 1 9
0
2 .
, 0
0 6
%
%
1 9 0. 1 2
1 9 0. 2 0
,8
% 1 9
1 0
9 .
0 2
.2 0
1 1, 5
%
- 1 1 9 7 0.119 OK D
1 T
9 1
0 1
9 ,
. 5
1 0
%
7 .
3 1 1 O 8 9 1
K 9
0 1
0
D 9
. .
T 1 0
1 .
9 1
4 2
5 3 OK
1 9 D
0 T
. 1
1 9
8 0. 1 1 9 29 0 . O 1 K 4 5 D 7 T0. 0 0 0 1 9 0. 1 2 1 18 9 9 0 .9 .0 3( 9 D) 1 1 189
1 .
8 8
9 1
.85
EWV Diese Daten werden
B
f
r
ü
u
r
c
d
h
i
k
e
a
A
n
b
te
s t
/
e
I
c
n
k
ta
u
r
n
s
g
ie
a
A
ls
u
D
ße
W
n
G
ka
z
n
u
te
r V
-
e
3
r
D
fü
P
gu
o
n
ly
g
g o
g
n
estellt.
0,00 +
45,0 Beton-säule Naturstein B -p e la to tt
1
n e
9
-
0
n s
.2
ä
0
u
S
l 4 e 1 , 9 3 0.20 1 9 0. 1 3
1901.91 0 6 . 1 1
7 9 1 0 9 .1 0 2( . D 2 ) 1 E
n t w ä s s e r u n g s
1 9
1 0 9 1 0 .
9 1 2 . 0 2 9
. 5
2 6 0 4 5 .
3 1 2 9
O 5 0
K 1
. 9
2
D 0 1
3
T .2 9
5
1 0 0
, 5 O .
%
2 K 1 D
1, 5 T
%
19 1
9
1 2 0
9 29 .
0 1
. O 9
2 K 5
4 5 D 1
T 90 1 . 9 2 0 1 3 .1 9
9 0
5 . 2
O 0
K 5
DT
1 1 9 90 0 . 1
2 , 8
. 7 2
%
1950.24 1 1 9 90
0 .2
. 2 2 5 190.21
1 9 0. 1 5
2 1
18 1 9 8 .7 9 2( . D 8 ) 9
3, 0
%
4 0. 0 0 0 189.96 O K E
g 0.
0,00 + 40,0 Be 1
t
9 1 o 0 9
. n 0 2 .
2 2 - s 1 S äule 190.17 (D)
0 ,7 2,3% r a t
1 9
0. 3 0 1
1 9
9 0
0 .2
. 8 3 2 190.30 190.32 3, 2 % 8
0.
0 0 0
1 9
2, 5
%
In Ä
d n
e d
x erun
D g
a s
t li
u s
m te:
Gez. Art der Änderung
%
% 7
4 3
2, 0. 9
0 1
0. 4 %
0. 2 0 1 9 3, 5
9 0,00 + 35,0
Beton-säu
1
l
9
e
0.2
3 6
, 3 %
1
3,0 % 0. 3 7 1 9 0. 4 7
1 9 0 .3 2
1 9
2 6
S 1 9
190.25 0
% 3,
2
%
0 ,5
%
2, 8
4 2 1 9
0. 4 2
3 0. 0 0 190.07 0.
2 5 nkt 1 9
2 u Randstein Leitplanke Bitu Bordstein Rinne 1-teilig Rinne 1-teilig Bitu Bordstein Randstein Rinne 1-teilig Schotter Beton Randstein Gras Gras Randstein Randstein B P or f d la s s t t e e in r Drain-Rinne auskragend Pflast N e aus a k r ragend turst. P NN f aa la ttuu s rr te sstt r NN ee R aa ii i nn n tt n uu e rr N ss a tt t .. ur PP ste ff in llaasstt R ee NN in rr n aa e tt E N uu a rr W tu ss PP r tt s .. V t ff e ll in aass N ttee a rr turst. Pfla SS N s ttuu a ff t ee e tu r rst. Bank B A ank c h s e S Nr. 1 Rinne N N a 3 t a u t r u s r t s e t N i e n R a in t in u n rs e E t e W N N in a V a tu tu r r s s te te in in
6 1 ,7
m
Ge I län n der t a r s ie 0,00 + 30,0 0,00 + 25,0 Be 19 t 0 o .2 n 6 - S sä 1
u
90
l
.
e 1
2
, 7
B 8 e % 1 t N 9 1 o
1 0 9 n . 0 9 2 . 0
- 4 2 1
s
.
7 9
ä S
0
u
. 2
1 l 3
e 90 H
.2 o
7 3 c
0 , , h
6 5 p
% % 1 9 0. 2 1 1 9 0. 2 3 0 , 0 T % ief p u nkt 1 9 0. 3
6
3, 0 % 1 9 0. 3 6 E n 1 t w 9 ä 0 s . s
4
e r 7
u n g s g r a t 1 9 1 0 9 . 4 0 6 . 5
1
0 9 0 .3 5 H oc 3 h , p 2 u 1 1 n 9 % 0 9 k .4 t 0 9 9 . 4 0 9 19 . 0 0 .4 0 4 0 1
1 9
3 9
0
, 0 0
. 3
. % 1 4 0 9 5 0.40 190.40 1 9 0. 3 4 2, 7 % 3, 0 % X 2 : Y 3 0 : 11 0 5 . 99 4 0 6 00 8 0 2 2 .. 7 0 00 4 3 55 , 9 5 1 9 , m 4 4 m 190.22 g e OKE P P l r a o n je n k u t m : mer: Neugestaltung K u W p i f l e ly r - s B ta ra d n t 0 3 d S 6 t 8 t - o - P 5 l - l L b a 1 e t 0 z 4 rg - 2 |
BituStellplätze
a
t u r s t e 0 1,5 9 0. 2 1 5 190.50 0. 3 8 19 1 0 9 .3 0 0 .1 O 4 K UK 18 1 9 9 .9 0 9( . D 1 ) 0 190.00 190.11 A bf a hrt G ar a 191.52 52222 Stolberg, Willy-Brandt-Platz Randstein Pl u a n tt b e Bo L R e r e d n i s tp te f la a in n e ke n s R d in t n i e s g 1- t t t e e ilig in Gra P s B l ord . stein Bordstein Betonsockel B N Ri e n a n t e o t u 1 P n -t r s e s e i o lig t c i e t k s i e n l c R h and B st e ei o n r n ds m tein a A s n t lag P e fla P s B la te i t t t u e r n A D n = la R 0 g a K e .3 n ie d s stein L T -S o te r in Nat P ur l s a te tt in e E n W S VGa R s andst R e A i a n n n la d g K s e t i e e i s n A c A h c s S h e s N e B e r to N n- . säu le B r 1 et N on a . - tu s 4 ä r s u t l e W e i 2 n s B -p e la to tt n 1 e - n säule Beton-säule Beton-säule Beton-säule
Bet N o a n tur - s s t S
ei ä np u lat l t e en
A
B
A
e
c
ton-
c
s
h
äule
h s
Bet
s
o
e
n-sä
e
ul
N
e B
N
e
r
ton
.
-s
r
ä u
.
l 1
e Be
1 1
ton T
o
s 2 r
äule Tor Naturstein
EW ne Vu e Sr t rS ota mn kd ao srtt en S Naturstein Na A t D u n = r l s . 0 t . e 3 in Anlag T e P r N e at f E u p r l s a t p e W in s e R n t V in e n a e r N n at l u a rst g ein e Anl S ag c e hotter A. Schott A er . A A nlag . eD=0.5 D A = n 0 l N . a 6 a g t e urs N te a i t n u - D r p s f = t l e a 0 i s . n 6 t - e p
A r f
b la
fa s
h te
rt r
S Garag T e repp D
e =0.5
Rinne 1-teilig D
GG = D
aa 0 =
ss .3 D 0. = 4 D 0 = . D 4 0 = .3 0.1
Bor B N d i s t a u t t e u B i r n o st r e d i s n tein 0,00 + 20,0 0,00 + 15,0 0,00 + 10,0 in p la t t e n 0,00 + B 1 5 e 9 ,0 0 t . o 26 n S-s 1 ä 90 u
0 .2 l
,
e
0 6
0
B
+
2 e
/ 1
,
%
1 t 9
0
o 0 % . n 2 5 3 - m s S ä 1 1 u 9 9
0
0 l 0
,
e
0 . . 2 2
0 6 3
1
5
H B 9
, o
0 0 e c . 1 0 3 h 2 t , 9 5 o , p 2 9 0 % u n .2 n
1 % - 7 k
9 s t S
0
ä
.2 1 u 9
8
1 l 0 e 9 3 .2 0 , 0 6
B
1 . 2 9 %
e
0 0
t
. T 2
o 1 i 0 e
n 9 5 f 0 2
0 p
-
,5
. , u
s 2
9 % n
9 1
ä
k % 9
S u
t 0
l
.
e
3 3
1 1 X , 7
9 0 9 : Y
0 0 3 3
. , % . : 0
2 1 11 2 0 5
6 9 9 % 99 4 6 0 00 8
1 2 .
, 0
1 ..
3 3 7 22
9 0 2
%
3
0 33 ,
T
7 7
. (
2 i
D 6 1 8
e 7 , 9
f
) m
1 5
p I 0
P 9 1 2
u .
0 1 3
n
m
9 . 9 5 2 k 4 0 , 6 t 0 2 1 . 2 9 ( .
%
D 3 E 0 8 )
W
2 n . 2 e V 5 u e S r 1 t 2
r S 9 o ,
t
1 3
0 a m 2
. 9 , 1
n 5
4 9 %
k
0 %
d 0
0 a . .
o 4 3
I s 9
r P t t
5 1
e 9
n
H 0
0 , . o
0 51
0
c 0 H 9
h
/ k 0
p = m
0 . u 0 4 . = h n 0 +9 0 0
5 k T 1 0 + 1 S t .
m
1 0 m 9 4 = 0 0 1 4 0 1 0 . . 4 9 . 0 % 2 5 0 0 11 3 . 9 1 0 0 99 6 m , 0 00 6 .. 44 % 2 44 1 , + 9 1 1 1 0 . 0 % 1 . 2 4 6 0 2 2 0 8 . , . 2 5 % 0
1
2 %
9 1
0 0
, O 0 0
m
0 0 1
. K 4 + 9
E 1 5 2
, 0 I ,
n P 8
ich
% 1
t 1 9
b 9 2 1
e 0 0 ,
k . 9 6 . 3
a 3 0 2
n
2 0 % 3
n . 8 3 (
t
, D , 2 7 1 ) 1 m % 9 0 I . n 0 1 2 t 9 + 9 a 0 1 r .
0
2 3 s 1 0
, 1 ,
0
0 6 i
0
1 8 9 e
% 0 0 .
1 8
0 2 . . ,
, 1 4
0
7 0 % 2 3 0 0 1
H
1 9 0 R
= k 9 0
m 0
+ . = 0
=
2 R 1
h 0 . 1 5 9
- T
1 = 1
S 9 0 6
=
∞ 4 0 .
- 1
0 U . .
1
1 0
. 0
1 1 K
6 8
2 7
8 ,
2 8
. 7
% 2 2
R %
1 m
= 0 5 A ,
1
0 0 0 c
2
+ h . R 1
0 0 5 s ,0
.
e = 0
0
2 ∞ N
0
,5 r
0
. % 1 1
0 + 1 2 3
3
.
, 3
6
%
2 7 , 4 3
0 ,0
%
0
R
- 2
=
0 ,0
∞
R = R ∞ =- 5 3, 3 6 % . 5 0
B 0
U B
+
O 0
1 1 9 1
1
R
9 0 6
9 1 0
0 .
R , =
0 0
3
. 9
.
0 0
. 3 1 4
- += 0
4
A
9
5 3
1 2
25 .
0
5 ∞ c 16 0 ,
9 . 0
3
h 0
0
.
2
s 5
( .
e
D 3 0
)
2 N
9
, r 7 . 0 % 1 2 +
1 1
1 9
0 9
9 0 1
0 0
. .
. 0
3 3 1
5
.
8 4 2 0 7 9 1 0 . 6 , 3 0
R
8 0 1 m - 1 + 9 .
=
0 3 1 0 0 5
∞
, 0 % . 1 2 1
1 . 9 6 1 3
S 9
m
1 h -
0 1
9 . 9 T 2
0 . S 9
0 k
3
%
.
m =
3 + 3 1
3 = 9
0 0 T 0 H
(
- .
I 1 0
0 P
= r 0 1 0 e 0
) 1
0 1
. . 0 9
9 3 p 0 1
. 0 0 3
, 0
p
. 1
m
4 0
e
B 0 1 % ( 0 U 9
D 1
1 0
) 9
1 .
9 B 4
B 1 1 0
9 .
0 9 2
U 1
O 3 . 0 . m 4 ( 4 . D -
1 1
3 1 0 . 9
3 ) 2 9 0 9 9 %
0 0 h
. . 3 T
4 S
1 k
2 4 1
m =
9 9 1 =
0 9
0 0 0
.
H
4 . . + 3
4 0
9 3 = 0 0
2 0 0 . . 0 0
1 0 0
1 0 0 9 9 0 1 m . 0 8 9 9 . 4 O 0 K 2 E . 2
( D 6
) B GG O aa 1 ss 90.4 B 8 O 190 1
. 9 0
5 .9 1 1 3 O 9 K E 0.66 St.u. Bor B
N
d i s t
a
u
1
t
t
e
9 u
B i
1 r
n o
s .0 t
r
4 A P Ü P D U A A e
D d u r l b a n a u a i S o c
s
K R f n e r t t n t s j e s e a h
t
e r t r n
t a
r f . s
i e u t k e n s ü u a h s i g t c l c a i p m a
l h . g l p
n
h
u h m a h u e r t
n e
r s a s u
i b
e
f
g g :
f p s s
t e
: n e
: t l e
a e r a r g : : a
u r n p s ß
f : s
G l p e a t l
r 1 a
u n a 1
n n - / d
d 1 u
0 l A 3
3 a n t
6 g g b
8 e | S
_ s (
v 5
S L t
o t 2 e
t P
n
o
o 2
: c
l 2 H
b l 2 k
e b 5
r p )
g S 0 e l t
3 a o r
W l 6 b n g 8 e
il l r . -
y g 5
-B A -L
ra u 1
n 0 s
d 4 s
t-P
- c P
l h
a l
t a n
z_ n V D U 5 2 2
A i
2 t a
9 0 e
N 0 a
n t
0 _ 1 u r t t M 2
2 f u e 0 7 S a s
3 6 m r E 9 s s D s
_ ü
_
R s : c 2 c 0
X 1 e
h d
K B h
F 5
6 r r U : i A _ n
. f
d t N 2
T : i
v x t
o 8
G t
2 f p 0 S
: _ H 2 S ü
4 ö t d
_ h e a e in n n w o s n e in y g d m _ U N .v G M 1 V
T H w : e
M a I 1
N H
x z ß
_ 0
e s
H N i 0 t c a
ö H h b
h N n :
e e
_ n t
W :
(D ill H y H B N ra 9 n 2 d ) t Platz G F H D
H o e L I r N
ö p m
h r ü a
e A f t
n t : 0 :
OKTOBER
Übersichtsplan Achsen M1:500
0 .0 0 0
m
1 2 3 .6 9 7 0 .4 2 0 190.56 1 I 9 P 0.54 190.34 IP 190.39 B B U O 1 1 9 9 0 0 . . 4 4 0 2 A U si l n n le s d t B i v m a o m u r m A ig r a k b ß e e e i i t t e s s n b in , e d d g i i v e n o n s r i m c d h e it r a d A u e s u r s i B m fü a h u P r l l u e a n i n tu g a n v n g o g m z e u g U k e n l b ä t e r e e n r n n e , e n a h M n m d a e e ß r r e n a n f u a f u l l i n s h d r h e d a R e fte n ic t h t d a ti e t g s r k ä U e c i h n t l t z i e c u r h n e p e n r h ü m G fe e e n g r . u e n b d e n n h a e c i h te z n u r a e u c f h d n e e r n B . austelle ergeben, ,0 4 0 119900..3399
5 ,0