[Seite 1]
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Gemarkung
Samswegen
Flur 4 25 3
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2222 Gemarkung Samswegen
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FFlluurr 44 Gemarkung Wolmirstedt Flur 35
GGeemm.. SSaammsswweeggeenn 2211
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D B409 D D B408 (D D N D D (D 6 5 ) D B407 (D N 6 D N 5 D (D N 6 5 ) ) D D D D B406 B405 D (D N D (D N 6 5 ) D (D N 6 5 ) D (D N 6 5 ) (D N 6 5 ) 6 5 ) 6 5 ) D B404 D B403 D D B402 D B401 D (DN 125) D B400 D B399 D (D D N 6 5 ) D D (D N D 6 D B398 (D N D (D 5 ) 6 5 ) D (D N 6 5 D (D D D B397 D (D N 6 5 ) D (D N 6 5 N 6 5 ) ) N 6 5 ) D (D N 6 B396 ) 5 ) D D D 119 B395 D D D B410 D D D D B411 D D B412 D (DN 125)
D B413 D D D D D B414 D (D N D (D N (D N 6 5 ) D D
D D B415 B416 D (D N 6 D (D N 6 5 ) 6 5 ) D (D N 6 5 ) D (D N 6 5 ) D (D N 6 5 ) D (D N 6 5 ) 6 5 )
5 ) D B417
D D B418
D D D D B419 111 D D B420 D (DN 125) B452 B453 B421 D D D B422 B449 4 7 D B423 D (D N B450 B451 6 D 5 ) D B424 D D D D 114 B425 D (D N 6 (D N 6 5 5 ) ) D D D B454 D D D B375 D (DN 125) B456 D D B455 D B376 D D 4 7 B377 D D D D D B378
B379 B380 B484 D B440 D D B381 B439 D B382 B448 B438 D B383 4 6 B437 D B384 D B436 B385 B435 D D D B386 D B434 B387 D B388 B389 B433 D 4 6 B432 B390 B391 D B392 B431 B393 B394 B339 126 B374 B340 D (D N 1 0 B373 B341 0 ) B372 B342 B371 B343 B370 B344 B369 B368 B345 B367 D B346 (D N B366 1 0 0 ) B347 B365 B364 1 B 4 34 2 8 B363 B349 B362 B350 B446 B361 B360 B351 B352 B359 B353 146 B354 B447 B355 B358 B356 139 B357 148 B430
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4 9 50 5 1
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54
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5 3 5 2 1 5 5 4 54 5 4
5 6
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56
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5 4
5 7 94 4 4 4 Bet 5 on7 9 BB RG 4 4 5 7 9 4 4 5 7 9 4 4 5 7 9 4 4 4 45 7 9 4 4 5 7 9 4 4 5 7 9 4 4 72 7 2 7 2 7 2 7 2 7 7 2 7 2 7 3 7 0 1 3 0 1 1 4 0 2 1 5 0 3 1 6 0 4 1 7 0 5 1 6 1 8 0 7 1 9 0 8 1 0 0 9 1 Zeichenerklärung 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10g II 13-00 W 0 0 V 1 P 4 F 2 R E a in d w w e e i g hungsstein DD NN 115500 SS ttzz KP GPF RS B 47 5 . 0 75 0 L4 R 4 S4 / 7 A .48 056/K 05 M 3 - 2 1 1 1 . 0 2 3 - 4 5 6 0
0 0 0 0 0 0 0 0
f S S B lä t a t a u c u m b h m b i m g s e e c d n h u F / u r ä c E t l z h l i u n m n z g e e , s l b s E a e n u r t m f > e r 1 r n o 0 e d n c e m n vo s n o G w e ie h S öl t z ra b u e c s h ta w n e d r k mit
Baustelle Tabuzone LBP mit
II 0 0 5 N r.5 0 a 7 19 7 II 2 4 4 2 0 N0r. 41 Nr. 4 N 0 r. N 4 r 2 . 42a Nr. 43 Nr. 34 Nr. 3 N
8 r. 44 Nr. 3 N 6 r. 36 Nr. 15 Nr. 17 Nr. 20 Acker b a u z e 0.2
i K 0
t r
l o S
i n t
c
e a = m
h
7 m=
e
L 0 I . N 2 D 2
G
E re 0. n 1 K 5 r z o S n t e e a = m 6 m= L 0 0 I . N 5 . 2 1 D 0 K , 5 0 E ro S 0 n t e a = m m 6 m= L 0 I . N 2 D 0 0 E .1 K 5 ro S n t e a = m 6 m= L 0 I . N 2 D 0 E 0.1 K 5 ro S n t e a = m 6 m= L 0 I . N 20 DE Richtung Sa 0 m .1 s K w 5 r e o S g n e t e a n = m 6 m= L 0 I . N 2 D 0 E Asphalt Asphalt 1 0 ,0 0 m Acker b a u z e it li c ∞ h 0 e = 0 G ∞ R r 5 e 0 = n 1 0 z R = 0 R ,00 8 0 9 + 3 0 ,1 5 10+05 0 5 0 7 09 2 3 7 0 4 4 0 0 Le 3 2 2 1 2 F F F E E i 8 2 1 0 0 e e e n n t 0 0 u 0 - - r r r e e - - k k n n n - n k k r r k V V g m m m V V g g V i i e E M e e e e H H s e H f l l l b o o r d d d i r d r t c c e o e d t e e e h h k e i c k s k e f l s s a l e r h a s p p a t r e b i a d s a a b p t b i e u l n n p k n e a e e l n n n a a l n d i l ( u u t g b n ( A u n ( n n W D e n u n g g v l u B s s n g i a n ( f f n g c
b
K
b
r r T d ( S e e g o s T e
a
p
a
i i a s y l l f n e l e e a r e
u u
s f m i i e l r r t t e N k t u u e
z z
k i e l k o n n e p e i
e e
l l S o g g m e t i G f t
i
z
i
m a i m u ( (
t t
) t 5 5
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m m u G n )
i i
0 0
c c
n i g s H H b t m g
h h
t w H e e ( e b
e e
A r r e ( ) t t l H A z z v g
n
v
G
v a ) T T e e a r r
S
c n a a
r
r c o n n
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d
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h
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b b b . b H H H k K H ) ) ) t G ) ) vor F F h a ( ( T T n e e l l d e e k k e o o n 3 2 2 2 m m 8 2 0 0 ) ) 0 0 - - k k - - V V k k V V Baustelle e Nr. 33 Nr. 21 0.1 K 5 ro S n t e a = m 6 m= L 0 I . N 2 D 0 E L44 F S e te rn u g e a ka sl b e e it l u ( n O g N ( T O R N A T S R ) AS) Gas (ONTRAS) Schotter 0.1 K 1 ro S n t e a = m 4 m= L 0 I . N 2 D 0 E H St D e - u G e a rk s a le b i e tu l n (A g v ( a A c v o a n c o N n e N tz e G tz m G b m H b ) H) Gas (Avacon Netz GmbH) G a Nr. 32 Nr. 28 Nr. 22 0.1 K 5 ro S n t e a = m 6 m= L 0 P I . N 2 D 0 B E 0.1 K _ 5 ro S2 n t e a = m 5 6 m 4 = L 0 I . N6 2 D 0 E K L W B W r S F e R L i - t K - b K m a a a b n it b e d L e l k W l M a tr b L a it e - s t K e l s l ( a e l G a b ( n i e C g d l a n O k n a ( L e G n T t a z a S l s B ( e L W ö r I v N r S d ic E A e e ) ) U G e m lz b e H n ) ) TW (WWAZ) Trinkwasserleitung (WWAZ) 1755 Nr. 26 0.1 K 1 ro S n t e a = m 4 m= L 0 I . N 2 D 0 E A Tr b in w k a w s a s s e s rd e r r u le c it k u le n i g tu ( n T g W (W M) WAZ) TW (TWM) Nr. 24 Ortslage Samswegen Korrossionsschutzkabel KKS-Anlage (TWM) N r. 6 I Felddrainage (nachrichtliche Darstellung-genaue Lage unbekannt) D 5 7 Nr. 25 II D 3,5 0.1 K 5 ro S n t e a = m 6 m= L 0 I . N 2 D 0 E 0.1 K 5 ro S n t e a = m 6 m= L 0 I . N 2 D 0 E PB_2541 80511748 S Sa tr m ec m ke e n l- f / e K r o n n m tr e o l l d ls e c k h a a b c e h l t B F A e B lddrainage 9 2 1 0 0 0.1 K 6 ro S n t e a = m 6 m= L 0 I . N 2 D 3 E L44/A056/KM2.040 PB_2542 80591774 0 0 1 1 7 4 4 Acker 0.1 K 3 ro S n t e a = m 5 m= L 0 I . N P 2 D 3 0 E B .1 K 5 r _ o S n t e a 2 = m 6 m 5 = L 0 4I . N 2 D 0 5
0 E
.1 K 5 ro S n t e a A
= m s
6 p
m ha
= L l
0 t
I . N 2 D 0 E Asphalt Acker
0051= ∞ R = R
669,432+05 5 7 9 2 9
4
0 0
4 0.1 K 5 ro S n t e a = m 7 m= L 0 I . N 2 D 0 E Weg 0 0 1 2 7 0.1 K 1 ro S n t e a = m 3 m= L 0 I . N 1 D 5 E 0.1 K 5 ro S n t e a = m 5 m= L 0 I . N 2 D 0 E 0.1 K 5 ro S n t e a = m b5 m a = L 0 I . N
u
2 D 0 0 z E .1 K 5 e ro S ni t et a = m l 6i m c = L 0 h I . N 2 D 0 E vorh. Wirtschaftsweg W32 e 0.1 K 5 ro S G n t e a = m r 6 m e= L 0 n I . N 2 D 0 E
z
e
5 7
9 2 0 0 0 80511756 W e g 0.06 Kron S e t = a 2 m L m IN = D 0 E .08
0.1 K 5 ro S n ta e m =6 m= L 0 IN .2 D 0 E Richtung Samswegen
b a u
z
e
itl
5
ic
,0 h 0 e m G re n z 0.1 K 5 r S on ta e m =6 m= L 0 IN .2 D 0 E Acker e 5 0.1 K 5 r S on ta e m =6 m= L 0 IN .2 D 0 E 2 Endmasten neu 805117 P
4 B
9 _2551 7 9 2
8 0 0
0.0 K 9 ro S n ta e m =3 m= L 0 IN .1 D 1 E Asphalt Asphalt (Avacon Netz GmbH) bauzeitliche Grenze 10,00 m 0 0 2 1 7 4 4 bauzeitliche 10 , G 00 r m enze G ra b e n N r. S a m 1 2 5 ,0 0 m bauzeitli 1 c 0 h ,0 e 0 m Grenze Acker 0.1 K 5 r S on ta e m =6 m= L 0 IN .2 D 0 0 . E 1 K 5 ro S n ta e m =6 m= L 0 IN .2 D 0 0 E .1 K 5 ro S n ta e m =6 m= L 0 IN .2 D 0 E KPF R 0 S 06 4 B 4.83 KPF RS44.90 RS44.49 B500 L44/A R 0 S 5 44. 6 41 /KM1.834 b G a r u e z n e z 5 i e , t 0 li 0 c m he b G a r u e z n e z i e tliche T ( G W r m a i f n b o d H s p t a & a t r i k C o n o S . a n K m e G u s ) wegen B S B S A c A c h B h B w w 1 e 1 4 e r 4 i r v n i n n o a n ch 0 0 2 2 7 4 4 R K S P 0 F 4 06 4 B .71 KPF RS44.79 0 K S . r t 1 a o 4 m ne m = = 5 0 0 1 .1 7 L 7 I - N 5 5 D - 0 E 4 1 72 D 3,5
B
M B
A
A a
B
B g d
1
1 e
4
4 b
v
u n
o
r a g
n
ch 0.16 Kron S e t = a 6 m L m IN = D 0 0 . E . 1 K 1 6 9 r S on ta e m =6 m= L 0 IN .1 D
0 9 K S E
. r t
1 a o
6 m ne m
=
6 0.1 L 9
INDE L44 bauze 1 i 0 tl , i 0 c 0 h m e Grenze A n s c h
l u
5 s
7 9 1 9 0 0 Magdeburg 0.1 K 6 ro S n ta e m =6 m= L 0 IN .1 D 9 E 10,00 m s a n 10,00 m Acker 0.1 K 6 r S on ta e m =6 m= L 0 IN .1 D 9 E Mast Mast bau 1 z 0 e ,0 i 0 t l m iche Grenze 805 PB 9 _ 1 2 7 5 7 5 5 4 bauzeitliche Grenze B l a t t N r . 8 5 7 9 2 7 0 0 n A W 0.1 K 6 ro S n ta e m =6 m= L 0 IN .1 D 9 E s eg c h n a s s u l 0.16 Kron S e t = a 6 m L m IN = 0 D 0 .1 E . K 1 6 r 9 o S n ta e m =6 m= L 0 IN .1 D 9 E 80511750 t a l B 0 K S . r t 1 a o 6 m ne m = = 6 0.1 L 9 INDE t
0
0 3 1 7 4 4 6 . r N
b a u z e itlic h e 5 ,0 0 D N 500 B D 3,0
D 3,0 Gebüschfläche 0.1 K 6 r S on ta e m =6 m= L 0 IN .1 D 9 E Amphibienle
0 i
. te
1 i
6 n
K ric r h o t n u S e n t = g a 6 m L m IN = D 0 E .19 0.1 K 6 ro S n ta e m =6 m= L 0 IN .1 D 9 E Asphalt Acker
L44/A056/KM1.606 Acker vorh. Wirtschaftsweg W32
0 0 3 2 7 4 4
B
1
l
1
attübersi
2
cht
3 G
4 roß Ammensleb
5 en 6 Samswegen 7 5 7 9 1 8
0 0
G r e n z e m 80511757 Weg (unb.)
Teich 3xD
W 2
eg ,5
(unb.) 0.1
A 6
c K
k ro
er n S e t = a 6 m L m IN = D 0 E .19 0 A .1 s 6 p K h ro a n S e lt t = a 6 m L m IN = D 0 E .19 0.16 Kron S e t = a 5 m L m IN = D 0 E .19 0.1 K 1 r S on ta e m =4 m= L 0 IN .1 D 3 E 0.1 K 6 A ro S m n t e a p = L m 5 I h N m i D b = E 0 i A e .1 c n 9 k l e e r ite 0 i . n 1 K r 6 i r c o S h n t e t a u = L m 5 I n N m g D = E 0.19 0.1 K 6 ro S n t e a = L m R 6 IN m S D = K 4 E 0 P 3 . F 1 .9 9 2 B60 R 0 S43. G 99 PF As R p S h 4 a 4 l B R t .1 8 S 0 9 B 0 4 6 4 0 .1 R 0 R 3 S S 4 4 4 4. . 4 2 3 8 L44/A A 05 s R 6 A p /K S R s h M G p 4 a S 1 4 h P . l 5 4 t a . 4 F 7 4 1 lt 7 .60 B60 B 0 S 60 c R h 0 S ot 4 A te 4 s r . p 9 R h 3 S al 4 t 4.82 F g e nu ld t w hc e ir g nietielneib 0 ih K .1 S p r 2 o t m a n m e A = m L 3 = IN 0 D .1 E 4 0 K .1 S r 3 o ta n m e= m L 3 = IN 0 D .1 E 6 Acker 5 7 9 2 6 0 0 1 Meitzendorf Jersleben 8 Mose 9 10
Graben Nr. Sa m 14 PB_2543 80511752 0.1 K 7 ro S n t e a = L m 5 IN m D = E 0.19 0.1 K 7 ro S n t e a = L m 6 IN m D = E 0.20 0 K .1 S r 7 o ta n m e= m L 6 = IN 0 D .2 E 0 0 K .1 S r 7 o ta n m e= m L 6 = IN 0 D .2 E 0 S K 0 t r a . o 1 m n 7 m e= = 6 0. L 2 I 0 NDE 0 K .1 S r 0 o ta n m e= m L 2 = IN 0 D .1 E 1 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3 Index gilt nur f A ü rt d r er Ä d nd i e e run g Ausschreibung Datum Name
0 0
5 4
7 1
9 7
1
4 4
7 0 0 G ra b e n N r. S a m W e g 09.01 4 .2 3 0 .1 0 3 6 Acker 0 K .1 S r 7 o ta n m e= m L 6 = IN 0. D 2 E 0 0 K .1 S r 7 o ta n m e= m L 6 = IN 0. D 2 E 0 0 K .1 S r 4 o ta n m e= m L 6 = IN 0 D .1 E 7 0 K .1 S r 4 o ta n m e= m L 6 = IN 0 D .1 E 7 0 K .1 S r 4 o ta n m e= m L 5 = IN 0 D .1 E 7 L44 L44/A0 0 K . 5 1 S r 1 6 o ta n / m K e= m M L 3 = I 1 N 0 . D . 4 1 E 3 2 0 5 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3 0 K .1 S r 1 o ta n m e= m L 3 = IN 0. D 1 E 3 Grenze 0 0 4 2 7 4 4 D Z 1 T T
D
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1 2
DN 500 B DN 500 B KB_1508
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D 2,5 8051175 P 8 B_2544 KB_15 K 0
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m mortskratS h e G 0 K . r 1 S r e 4 o ta n m e n 5 = m L , 5 z = 0
K IN 0 0 e D .
B 1 0 E m 7 1
_ 7 -
1 5 5 0 0
5
- K . 4 1 1 S r
0 4 7 o t
K a n 2
7 m e
B = m
A L 5 =
_ IN 0
1 . D 1 E 7
50 0
7 K .1 S r 3
B o ta n m e= m L 5 = IN 0 D .1 E 5 0 K .1 S r 3 o ta n m e= m L 4 = IN 0 D .1 E 5 0 K .1 S r 3 o ta n m e
A = m L
c 4 =
k IN 0
e . D
r 1 E 5 27 1 4 0 -5 5 7 -
0 1
K .1 S r 0
3 o ta n m e= m L 4 = IN 0. D 1 E 5 0 K . R 1 S r 1 i o t c a n h m t e u = m n L 3 g = I N W 0. D o 1 l E m 3
R irs S t 4 ed 5 0
t .6 K .1 S
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A a n m
s K e
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sp 5
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t F 8 0 K .1 S + r 1 o ta n m 0 e= m L 3 5 = IN 0. D 1 E 3 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3
0.11 t
K sa m mortskratS
ro S n t e a = L m 3 IN m D = E 0.13 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D .1 E 3 Acker
0 K .1 S r 1 o ta n m e= m L 3 = IN 0. D 1 E 3 0 K .1 S r 1 o ta n m e= m L 3 = IN 0 D . L 1 E 4 34/A056/KM1.248 bauzeitlich 5 e ,0 0 G m renze KB_150 K 6 B H _1506G KB_1506 K E B_1506F Hochsitz
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.................................................. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bitume Schotte 0 0 0 0 0 0 0 0 0 0 0 0 Card 10.1 Projekt: 5272_A14_VKE4151_Hauptprojekt Datei:B_Los4-1_Fällung_07.PLT Datum:13.08.26