5-04.2-LP_Lageplan_Infrastruktur-Süd 1&2.pdf

Tief-, Straßen- und Landschaftsbauarbeiten zur Innenstadtsanierung in Leutkirch im Allgäu

Extrahierter Dokumenttext · Stand: 24.09.2026, 09:39 (Europe/Berlin)

Herkunft: plattform.aumass.de

Tabellen, Layout und Zeichen können bei der Extraktion abweichen. Maßgeblich ist die Originaldatei.

Originaldatei öffnen

[Seite 1]

80 Stahl 1

Café D urchgang A S p t o a t d h t e - ke 32 PE D L A 0 =

0 6 6 2 6 6 4 4 2 3 , , 4 5 5 2 9 Albrecht 2 E=662,52 D 4 N 100 G G G 32 P E -6 ,6 K 6 M - 0 D ‰ N 3 0 0 S KM -1 D 7 N ,7 5 3 - 0 0 0 ‰ SB 32 PE B D L0 = 0 6 2 5 2 3 7 ,53 Elisabethenapotheke D HS387 DN125 GGG

E A A = 1 2 6

= 5 6 6 1 5 5 , 1 1 4 , , 3 4 4 3 3 25 S t urchgang Spielwaren Zorn D L

A 0 = = 0 6 k 2 . 6 A 4 4 . 2 ,9 b 0

2 E=k.A. 2 32 PE 32 PE K - M 17 D ,5 N 4 - 4 2 0 , 0 9 B ‰63 PE S 1 R DN50 3750 HS3 D K

N 1

1 M

0 0 D

G N G 4 G 0 0 B -1 8 ,5 0 SR DN50 D N 1 2 5 G G G 2 0 /1 63 P E 1 50/P E 4

  • 3 63 PE 1

E D L A 0

=

= 0

6 6 6 2

5 5 5 3

1 3 1 3

, , , 3 5 3 a

8 1 8 ,2 ‰ 25 St 2 0 32 P E D L A 0 =

0 6 6 0 6 5 3 0 8 3 , , 0 8 g 2 5 32 P E M HS13 Amica K 11° 32 PE L00227a Parfümerie Bittel Foto Haag unterkellert -1 1 ,4 0 - 3 9 K M D N 1 5 0 32 Flex D A = = 6 6 5 5 3 1 , , 5 4 6 9 ,5 ‰ S T Z E=651,49

L00033F 80 Stahl 1 32 P E Luvia Restaurant & Bar 32 PE E D A

= = 6 6 6 5 6 5 8 0 8 , , , 4 0 4 0 8 0 6 1 ProOptik 32 PE 8 K -1M Flex-Garn. 25 St 1 ,9 9 - 4 5 D N 2 0 0 8

9,0m

32 PE K M D N N

Bu ä

d h

e m

r aschin 2 e 5 n St

319686 10 ,9 ‰ S T Z D N 100 G G G 4 0 0 B -2 7 ,3 7 - 5 ,9 ‰ 25 St 25 St HS D N 1 2 5 G G 2 G 0 80 Stahl 1 63 P MK E 11° 1 DN100 GGG D S= = , 6 0 5 0 6,44 R in n e 32 PE D N 150 B 1 3731 32 PE Rinne H15M MK 30° KM DN 250 STZ -18,64- 154 ‰ E D L A 0 1 = = 0 = 6 6 0 6 5 5 3 5 9 7 3 7 , , 7 8 E ,8 5 5 5 MK 11° 32 PE 1 E2=657,85 32 PE L00228 32 PE D=653,63 13 17 E E E A n 1 2 = e = = 6 u 6 6 5 = 5 5 1 6 1 1 , 5 6 , , 1 8 6 8 , 8 8 88 80 Stahl 1KM DN 300 B -19,09- 33,6 ‰ D L A 0 = = 0 6 6 2 5 5 2 4 2 8 , , 1 5 a 0 2 3749 Bekleidung 50 s S g t e ah s l c 1 häft MMK 30° 63 PE 1 Mode Oberem DN100 GGG HS33 25 S t Gas - 100 Stahl 1 3 32 3 2 F l P ex E 50/PE 32 PE G 37 ‰ 46 25 Stahl 1 2 5 G G D L0 = 0 6 0 5 3 8 3 ,8 b 7 1 1 D L0 = 0 6 0 5 2 3 6 ,3 a 5 32 PE 1 2, 0 8- 6, 4 D N 32 PE E A = = 6 6 5 5 7 7 , , 0 0 3 3 32 PE 15 32 PE 1 DN100 GGG 7 A 76 =651,22 D N 3 0 0 B - 2 5 M K H18

KM DN 300 STZ -52,85- 19,9 ‰ HS35 80 Stahl 1 32 P E 1 4 B O u si c a h n h d a e n r dlung 25 S t

32 PE MMK 11° MMR 100/80

K M HS12 L00229a D DN100 GGG 32 PE 32 P E Flex-G arn. 15m E D A = = = 6 6 6 5 5 5 1 3 1 , , , 8 7 8 2 9 2 25 St D S 31 = = 9 , 6 0 6 5 0 5 4 6 ,14 25 Stahl 1 32 P E 32 PE N 3 0 0 S T Z -2 5 ,9 8 - 8 6 ,6 DN100 GGG M M K 30° D L A 0 = = 0 6 6 0 6 6 3 3 0 3 , , 0 7 d 5 4 G ‰ 32 PE D N 1 0 0 G G G 2 2, 0 8- 7, 3 ‰ D N 1 2 5 G G Marco Moden HS14 KM -2 2 D ,7 N 9 2 - 5 6 0 4 , S 1 T ‰ Z 32 PE 75/PV 3 C 2 PE 25 St K M D N 3 0 0 S B - B A e n k k l l e e i i d d u e ngsgeschäft E D L A 0 = = = 0 6 6 6 0 5 6 5 3 9 1 9 3 , , , 2 1 2 c 8 6 8

80 Stahl 1 Gas - 100 Stahl 1

Stadtwirt.

L00229b D=653,80 H182 K - M 17 D ,5 N 6 - 3 5 0 , 0 7 S ‰ B 90 P E 1 E2 E 1 E E A 1 2 = = = 6 6 6 5 5 5 1 1 1 ,9 , , 9 9 8 8 8 C R a ei r s o e la tr s eff 25 3 S 2 t PE L D A 0 = = 0 6 6 0 5 5 2 0 3 7 , , 2 0 8 2 KM DN 800 SB -20,15- 3 ‰ D L A 0 = = 0 6 6 2 5 5 2 3 2 9 , , 3 0 c 6 8 80 Stahl 1 1 25 Stahl 1 L H

0 3

0 4 K M D N 3 0 0 S B 22 D - 7, 6 4- - 1, 3 ‰ 9 N100 GGG Fessler Friseure 32 P E D N125 G G G H844 Stadtarchiv St K . ir M c a h r e tin E=650,28 D=653,69 4 25 St A=651,97 L00028 D A= = 6 6 5 5 0 3 , , 3 2 4 1 DN150 GGG 32 PE 25 St E=650,34 Durchgang H39 7 2 63 PE 9 2 32 PE 32 P E K M D N 9 800 S B H580 G 5/1 -37,11- 5,1 ‰ D N 1 2 5 G G 5 Durchgang L00029 ab 1.Stock überbaut D=653,51 A=650,53 E=650,53 Eneu=650,53 50/PVC 50/PVC G as - 100 S 32 P E interne Leitung, Lage unbekannt 32 P E 5 50/PVC DN150 GGG tahl 1 Gedächtniskirche 25 St 25 St Stadtbauamt 5 MMK 11° H16 6/1 1 G V e it r a s l t c b e e n r t g e e r r 319611 DN100 GGG 32 PE 25 S t Kath. Pfarramt 3 D=653,94 4 S=,00 HS160 80 Stahl 1 3 3702 4=UG E2 32 PE 32 PE 1 E 32 PE

KM DN 600 SB -41,07- 0 ‰ 6 32 P E 4 Bäc M k a e y re e i r li M ng ayer 80 S tahl 1 2 ShoeTown Werdich D N 2 1 1 5 0 32 PE G Sport Dörner G G 3729 D L0 = 7 6 0 5 2 4 8 ,58 DN150 GGG 3 SR DN100 63 PE 1 A=650,83 E=650,65 DN150 GGG 63 PE 1 HS17 DN150 GGG 80 St 32 PE Eschach DN150 GGG Hotel Post 32 P E A 3 25 St A2 E1 A 1 E2 Leitung außen HS5 am Gebäude

M K 22°

1/1

-3 K 0 M ,2 D 8- N 2 3 4 0 ,8 0 ‰ STZ 1 Kreissparkasse

L00101.1 L00087 D=654,45 D=654,41 A=651,78 G KM -5 D ,2 N 0- 3 5 0 , 0 8 S ‰ B A E = = 6 6 5 5 1 1 , , 3 3 7 7 3 G G N150 E1 D E2 DN125 GGG 32 PE - K 15 M ,5 D 1 N - 5 5 ,2 0 0 ‰ SB 5 61 2

4

5 13

3

8 6 9

1 11

11/12

11/13

D a 4 0 0 K M m D m R D N 1 0 0 K M D N 2 5 0 S T Z -2 0 ,2 8/9 6 7/7 K D M a D 2 R 00 D m N m 40 2 5 G as

  • 100 S tahl E 1 d a 4 0 0 P V C U -2 6 .1 5 E E D L A 0 1 2 = = 0 = = 6 6 0 6 6 5 5 3 5 5 5 2 4 2 4 , , 9 5 , , 5 3 3 1 1 8 D K a M 2 D 0 R 0 D m N m 40 O So K A D 654.65 da 160 P V C U -3.41- 15 ‰ =>

v W o i n e d S e c r h a a n c s h c t h L lu 0 s 0 s 0 a 3 l 4 le d r ! Anschlüsse

1 - 8 ‰ - 1 9 .3 70/3 63/6

11/1 ‰ 2 3 = > <= - d 2 a .5 1 7 6 - 0 1 P 5 V ‰ CU K D M a D 18 R 0 D m N m 25 RQ2 D L0 N 5 0 4 1 0 5 0 G m A m 01 OKD 655.85 SoA 652.57

63/8

2 4 KMDR DN 25 7/6 Da 180 mm 1.39 % 7 1.36 % 6 4 3 11/2 B a c h 8/6 L O 0 K 5 D 0 1 6 4 55 D . N 57 1.0 K D 0 M a 0 m D 20 R m 0 D m N m 40 Lage Abzweig prüfen!! <= - d 5 a .6 1 3 6 - 0 1 P 6 V ‰ CU D L O S 0 o N K 5 A D 0 4 6 1 0 5 4 0 2 G m . A 3 m 6 01 /9 63/10 Werkhausgasse s tr a ß e D KM a D 40 R 0 D m N m 100 7/5 S S S o o o A E E 6 6 6 5 5 5 2 2 2 . . . 1 1 2 1 2 7 - - - > > > L L L 0 0 0 5 5 5 0 0 0 1 1 1 2 5 4G 1 A01 ‰ 2 6. 3 ‰ K D M a D 20 R 0 D m N m 40 70 63/11 63/7 2 2, 2 0- M a 10 1 1 2 /1 0 S T Z - 3 9, 8 0- 2 V C U - 2 4. 0 r k t s t r a ß e 70/1 63/12 7 3 0 P 7/9 G M D N 4 0 0 KMDR DN 40

63/14

1 10/5 7/4

1 9 0 G G K

d a Da 200 mm

9 /1

10/4

D L O 0 N K 5 D 0 4 1 0 6 4 0 5 G m 4. A m 9 0 8 2 D N 1 5 < 8 KMDR DN 40 63/13 SoA 652.05 2 HS20 DN 1.200mm K D M a D 20 R 0 D m N m 40 -6 d . a 0 4 1 - 6 0 1 P 6‰ VC = U > L05013 Da 200 mm 3

OKD 656.05 7 L05012 10/10 SoA 653.91 ->L05012 OKD 654.83 L.HS20 SoE 654.06 ->L05013GA01

7/1 SoA 651.50 -B>eLw0ä5s0s1e1rungs- DN 1.500mm SoE 654.07 ->L00033B L05013GA01 1/6 7/3 SoE 652.10 ->L0501h2yEdrRan0t1 OKD 654.78 SoE 654.06 ->L05013GA02 O So K A D 6 6 5 5 4 6 . . 1 4 5 9 DN 400mm L00033BGA02 SoE 651.51 ->L05014 9 9 / / 8 20 9/10 9 1 /1 0 1 /6 10/7 8 10/8 6 8/4 10/9 4 8 /7 E 2 7/ B a c 2 h s t r E a ß e 1 6 /9 < - = 1 9 d D . a 0 N 7 3 2 1 - 1 0 5 0 3 P 5 G . V 4 G 5 6 2 C N ‰ D G R D M K / U 8 m m 0 8 1 a D D L O S 0 o D L O S N K 5 A 0 o N D K 0 4 5 A D 6 3 0 0 4 6 5 2 0 6 3 0 5 6 2 G m 5 2 0 4 5 . L O S S S S 2 G m . A 6 m 4 0 8 . 0 0 0 . A 6 m 6 o o o o 0 K 4 - 6 0. 0 44- H 7 29 5 ‰ A E E E 3 D S - < 2 = .2 d 8 a - 1 0 1 6 5 0 ‰ P V => C 1 U 6 6 d 6 6 3 a 9 160 P V 6 C U 5 5 5 5 2 5 L O S 2 2 2 2 0 4 o K L D . . 5 . . < A = D d . 5 5 a 5 5 0 16 0 a 1 P 6 3 N V C 6 2 7 U 2 7 -2 5 2 .59 5 5 m - 1 2 G 5 ‰ 4 . 1 - - - - . A 6 1 > > > > 1 L O S m 0 8 . S 0 1 o 0 K L L L L 5 A D g 0 o L O S S 0 S 0 0 < 0 0 6 3 6 = - 0 E 0 5 1 2 a o o 0 5 o 5 5 5 K d 2 . G 5 4 m 5 a A E 2 0 . s E 0 0 0 . A 6 D 6 1 1 - 0 0 0 2 3 3 3 s 8 m 6 5 2 2 6 6 6 0 1 8 2 2 2 0 e 6 1 P ‰ 5 5 5 1 G S G 5 V . 1 1 2 C 8 D 4 E A A U . . . 0 . 4 4 0 D K N 0 0 0 6 2 3 3 M a 1 - 1 2 3 > 1 D 2 - - - L . > > > 0 R 2 0 0 L L L 0 1 5 D 5 0 0 0 m 0 N 0 5 5 5 m m 1 0 0 0 4 m 3 0 1 1 1 0 2 1 9 E 1 7 R04 33.34 % DN H 1 S 5 D N 1 5 0 G G G 1 0 9 S ‰ 9 .9 -7 3 .1 2 - B S 0 0 6 N D = < 23.97 % TZE 4 E C V P 0 5 1 N D 5 < K = M D N 4 0 0 S D T Z N 6 - 0 3 3, 7 3- 7 - 0 , E 1 5 ‰ 6 E S . 7 B E 7 3 - 2 D L D O N 1 1 5 1 0 . . 7 12.51 % N K H ‰ P V C D P S f 1 m m T 0 0 4 e a D r il o e 1 D L O S . g r < 6 5 0 o N K = 0 9 0 1 N D R D M K 5 A 5 0 - D 0 d 2 4 4 6 - 1 0 < a . 0 6 2 499.45 % 5 1 1 0 . 5 1 1 m = 1 G m 6 4 6 - 9 . . A 7 0 m 2 5 m 1 8 . d 0 9 P 8 5 1 ‰ V a 6 C E E E E E D L A U - 3 0 1 2 3 4 5 = = 0 = = = = = 1 6 6 K 0 D 1 6 6 6 6 6 5 5 5 3 5 5 5 5 5 M 4 1 a 1 3 D 1 2 3 3 3 , , P K 7 4 6 D 2 , , , , , a 6 1 7 5 0 8 2 M . 0 V R 2 3 2 8 0 9 2 0 D 5 C ‰ D R m 0 U N m m D 4 m N 0 4 5 / 0 6 K -2 M 0 , D 2 N 6- 2 8 5 7 0 ,7 S ‰ TZ da 160 - 2 P . V 69 C - U 754 ‰ => L O S 0 o K 5 D L O S A D E D L A 0 0 o N K 0 6 1 = 0 = = A 6 - D 5 < 3 0 0 4 5 6 6 1 6 6 G 6 3 0 0 6 = 5 K 5 D 5 . 5 5 3 0 . A 0 3 1 4 6 4 3 B m 9 M 0 a . 3 2 . d , , , G 2 5 2 m 0 0 9 A D 2 a 2 A 6 1 6 1 < 0 0 R = - 3 3 0 d a d 1 - D a 5 1 6 1 m . 6 6 5 5 0 -3 0 N 4 P 5 .4 V 8 - P m C D - U V . 1 1 P 9 C 7 6 4 ‰ N ‰ U = V > 0 ‰ 1 C 0 U 1 0 - K 1 M 5 G , 6 D G 7 N - G 5 2 8 5 D L O S , < 0 = 7 0 o N K d a 0 A S 1 D ‰ 6 0 E E E E D L 4 A A - d 0 7 a T 6 . 3 P 0 1 1 0 6 8 1 2 3 4 V 6 = = n 5 0 - 3 C 0 Z 5 P 0 U 1 e = = = = V 4 6 B 6 6 m C 4 ‰ u U 0 . 6 6 6 6 G 5 5 . 9 - = m 0 9 3 .4 5 5 5 5 8 7 4 A 5 6 8 - 4 3 4 6 4 4 5 , , 0 ‰ 5 5 9 B = 1 , , , , > 4 9 0 9 9 8 8 D , 8 4 8 8 P 9 N 8 P 1 4 /7 O S 5 o 0 K A D 65 E 4 4 .7 E 8 3 P P 0 5 1 N D E E 2 1 T H ra 1 - s 1 5 s 3 e K ,2 M B 9- r D e 7 N 4 it , b 4 3 a 0 ‰ n 0 d S T B Z D a 2 0 0 m 2 m K 2 x M D R D x K N 4 0 a L b e e e l rrohr PP 1/5 K D M a D 1 R 80 D S m N oc m k 2 e 5 l 1/8 1/7 K a p la n e ig ä s s le <= da 160 PVCU e s 10 -2 D . N 59 4 - 0 1 0 7 m ‰ m 4/8 ta n 1/4 9 L05011GA02 4/10 d 9/2 /9 12 La m mgasse 1 H18 41.85 % <= - d 2 a .8 1 5 6 - 0 1 O S P 8 o K ‰ V A D C 6 U 6 5 5 1 4 D L O S . . 7 0 o N 5 K 6 5 A 6 D 0 4 6 1 0 6 5 1 0 5 1 G m 4 . . A 7 m 5 5 0 6 3 D N 100 G G G

4/5

3 6/7 D L0 N 5 1 0 . 1 2 0 00mm KMDR 1 3 DN 25 10 D N 11.10 % K a th o K D M a D 1 R 8 0 D N m m 25

9/1 O S

S

o

o

K A

E

D 6

6

6 5

5

5 1

1

4 .

.

. 2

8

3 1

1

6 -

-

>

>

L

L

0 0 D 5 5 a 0 0 1 0 1 80 9

0 R

m

R

m

04 1 5 0 P P L00032

lis c h e

K

8 SoE 651.22 ->L05011 D=654,25 ir 5 3/1 /5 5/4 K D M a D 25 R 0 D m N m 50 21.26 % DN 15021.26 % STZ E 3 E 1 E E E A 1 2 3 = = = = 6 6 6 6 5 5 5 5 1 1 2 3 ,3 , , , 3 3 1 7 7 9 0 K D M a D 18 R 0 D m N m 25 c h g a s s 1/3 5/3 E2 DN 400mm e 6/5 L05010GA01 <= - 4 d . a 8 4 1 - 6 0 1 5 P ‰ VCUO So K A D 6 6 5 5 1 4 . . 6 4 7 8 ‰ L.HS18 Metzgerei Kleiber 9 4 DN 1.500mm 9/17 /1 9 5/2 8 4- 8. K O M K D D 1 2 R 6 D 5 N 4 . 2 2 5 4 4/4 4/9 9/18 9/

6 7

/1

9/6

5/1 6/2

6 6 /3 /4 6/6 1 1 D N 1 5 0 G G G < = D N 6 0 0 S B - 2 9.

3 2, 4 6- 8, 9 ‰ <= - 6 d . a 0 6 1 - 6 0 1 6 P ‰ VCU D L O S 0 o N D K K D 5 A D 0 4 a M a 6 1 0 6 5 0 0 1 5 D 2 1 G m 4 8 .

0 R . A 6 m 4 0 3 0 0 5 2 D m m N m m 40

4/3 Trasse Breitband

Bestand (Lage ungen K D a M a u D 1 ! R ) 8 0 D m N m 25

8 6 L05009 DN 1.200mm RQ3 0 0 S T Z - <= - 7 d . a 3 2 1 - 6 0 1 5 P ‰ VCU DN 400m 1 0 m 4 L05010GA03 9/3 OKD 654.06 Bewässerungs- D N OKD 654.46 SoA 650.96 ->L05006 hydrant M SoA 651.58 27.03 % K SoE 651.54 ->L05009RR02 SoE 650.97 ->L05010 6/1 SoE 651.39 ->L05009GA01 9 13.83 % <= da 160 PVCU -7.70- 16‰ Umschluss an L05006DN 1.200mm L.HS844 16/8 1 D 6 N1 / 5 7 0 GGG 16 D a / 1 8 5 0 b m m K M D e R D N s 2 5 t. W 16 a / D L O S S s 6 0 s o o N K 5 e A E D 1 r 0 l 6 6 . 0 e 6 5 5 5 4 D i 5 0 t K 0 0 a u 3 0 M . . 4 n m . 6 6 D 0 7 g 1 3 u 0 R m 5 N n m - - ! D d o > > m N t L L z S 1 0 0 c 0 U h 0 5 0 h m 1 0 0 O S S S S r 1 2 0 u e o o o o K K n c M 9 6 A E E E D D k D R a D D 6 6 6 6 2 N 0 6 N 0 4 5 5 5 5 0 m 5 m 0 0 0 0 1 D 3 . . O . . 0 . 7 9 7 8 N 0 9 K 6 8 7 3 6 G 1 D L - - - - . G . 5 > > > > 6 H G 0 L L L L 5 S 0 0 0 0 0 3 0 9 m . . D 5 5 5 5 N = 7 1 5 7 5 0 G G > G 7 m 0 0 0 0 9 4 m 0 0 0 0 < 4 6 9 7 = D K M G N d < D E E E D L A N = a 1 6 0 0 D 1 2 3 = = A 0 5 1 N S 0 0 = = = B 6 6 6 6 - 2 0 0 6 6 6 D S 0 5 0 5 5 , 2 0 3 2 O T 5 5 5 - 3 0 1 P K S 7 M N Z , 0 3 B D 0 1 1 , , V R ‰ K 8 7 D a D , , , N - C1.84 % 2 N 4 8 7 8 9 9 D 0 1 4 a D U 1 2 . 3 8 6 0 9 0 5 - . m 7 3 0 m 5 - . 1 G E 6 L O S 3 5 d G - 0 2 H . 0 a o 7 G K 5 1 1 ‰ 5 A 6 0 8 6 D ‰ 0 3 0 4 m 6 P 0 = 4 . V > 5 6 C 9 1 G U m . 0 H A 0 E 3 S 0 3 1 954 E D 1 N < = 15 1.36 % D 0 < N P - = 2 P 6 V 4 0 E d K - 0 e i 1 . s M a 7 n 1 S c , e 7 B 5 D 2 a 3 z 1 - f N / 1 i - - é a 3 1 5 1 4 5 3 6 0 . 7 3 , 0 P 8 2P . V S 1 9 - V ‰ H C 6 B < ‰ U ‰ S 1 = C 5 9 d -3 a 5 . U . 7 6 1 4 4 6 ‰ - 0 E E E E D L A 0 1 2 3 4 = = 0 = = = = 6 6 0 6 6 6 6 5 5 3 5 5 5 5 4 0 E 1 P 1 1 1 1 1 , , 1 9 u , , , , E 0 9 5 2 5 5 m E 8 5 9 2 2 V E 3 4 p o D N e 1 r 5 0 S l T n Z a D t g da 160 e P V C U N e c -0.77- 21 ‰ => b h 1 D L O S e n 5 0 o N K h 5 0 i A D S 3 D k 0 4 ä 1 = = 6 0 S 0 6 l 9 5 7 0 , 6 t 5 T 0 1 G 6 e m 4 5 . 0 Z 3 . A 7 r m 4 2 8 7 0 2 ,2 4 9 D K a M 2 D 0 R 0 D D L O S m D L O S 0 o N K N 0 5 o A N E E E D L K m A D 5 0 4 A D 0 1 2 3 6 0 = = 0 4 0 4 6 0 6 5 0 9 0 = = = 0 6 6 6 5 0 5 1 7 G 0 0 m 5 6 6 6 4 5 5 2 . G m 1.53 % <= 3 4 d . A 5 a m 1 5 5 5 6 4 2 0 . 4 1.37 % . A 2 1 m 1 0 7 2 3 3 5 - , K , 8 P 0 V 1 9 C 2 1 U a 4 , , , M 3 2 7 0 0 5 9 -0.54- 2 9 9 4 2 , ‰ L O S 5 D 4 0 o 9 1 K 3 5 N d 6 5 ‰ A a . - D 9 / 1 = 0 ‰ 6 > - 1 - 0 P 2 0 6 6 3 0 . P . V 8 9 V 6 5 5 C2 7 0 - C - U P U 2 1 G V , 5 0 L O S C ‰ - 1 2 . U 6 K A 3 M 0 d . D R = o D 4 N K a 2 5 < > S 2 6 1 5 = ‰ 0 / A - 6 D 0 d 0 T 2 2 a 6 D a 0 1 3 8 0 m m Z 1 5 8 5 2 G E L O S S S S 1 -6 . .21 A 6 - < 1 0 5‰ < o o 5 o o = 0 K = da E 16 2 5 0 A E P E E d - V E C 2 D 2 U a D < 0 N . 2 L O S 0 3 4 0 P = D 1 P 0 6 6 6 6 o 6 0 K 6 6 5 d D N A - 0 D 5 5 5 5 0 7 a 5 1 6 NP 0 6 1 1 2 2 2 2 8 5 8 V 5 4 D 6 0 ‰ 2 G C . . 5 . . 2 0 0 . . 2 3 3 2 . A 6 U N 0 1 P 9 4 0 B 1 0 5 5 0 V 0 1 0 C 1 18.85 B % D L O S - - - - U L O S S . S S 0 > > o > > N K 4 0 5 A - D 0 L L 0 o o L L 4 o o 9 K 0 / 6 0 0 . 6 5 5 2 0 0 A E 0 0 E E 5 8 0 0 5 D L 4 2 G m 0 5 5 5 0 5 5 - . m . A 5 5 m 6 6 6 6 0 0 1 0 0 0 0 6 0 0 6 7 8 5 5 0 5 5 m 3 8 0 0 0 0 8 5 3 ‰ 2 2 2 2 G 6 7 7 8 4 A . . . . G G . 4 5 5 5 0 9 4 0 5 5 5 A 2 A 2 / 0 0 - - - - 18.88 % 4 > > > > 2 1 H L L L O S L L 0 3 o K K M D R D N 2 5 0 0 0 0 5 A D 9 0 5 5 5 5 6 0 D a 1 8 0 m m 5 7 0 0 0 0 4 G . 0 0 0 0 A 15 0 7 8 8 8 1 G G RR A A 0 0 0 1 4 2 Marie K n D K M D p a M D a l 3 D a R 1 2 R t 5 5 D z 0 m D N m N m 8 m 0 50 H B F vo ü e Z in m s r e w t B d a A i e e i n c e u s i d s h t f a e s t : e r n p i a n d n l g ä g n e n e e e r t h r k M s a m l ä i g ä s m e c e r r h n t u w l e i e c n a i n g h s g e s e S e n r r p v k V a e a e n r r r a t a s e l n o n t r w g w o u i r n r t d l g ic s k h t e r ä e in g in e e z r u G s h e i o n w l d e ä n v h o ! r r ü B b e e g r P i n n la n o n m u d n e m g r e B n a u ! maßnahme

SoE 651.21 ->L05004SE01 -10.76- 18‰ DN 400mm OKD Regenwasserkanal

L.HS11 L05006GA02 SoA 652.76 23/2 2 4/ 1 4 2 1 - 0 4 g .1 e / 1 l 2 b 6 . 2 1 4 M .3 R 0m V12 2 - 3 O / r 1 ang 2 e 4/ 3 24/10 3 2 1 - 0 4 b .1 l / a 1 9 u 6 . 2 1 1 M .9 R 3 V m 12 - Orange 24/8 L O S 0 o K 5 A D 0 6 0 da 160 P V C U 5 5 1 G -2.42- 15 ‰ => . A 22 01 < D = K D L O S S a M D 0 o o N 3 K D 5 N 1 A E S R D 5 0 1 o 8 6 6 D . 0 2 m 6 E 5 0 5 5 2 N 4 m 5 0 0 0 1 6 / 3 0 8 7 . . 5 0 S . 7 1 m 9 0 4 4 B 5 m . 6 - - D > > 3 -1 N L L - 3 K 0 0 > 1 - M . 5 5 1 2 L 5 5 D L O S 0 0 D 8 0 0 , 0 o N K 1 0 0 N 5 - A 5 D 8 G 0 4 - d 4 3 2 6 0 0 - 0 8 a 6 . 5 6 2 0 G 0 1 5 5 0 d 1 1 G m 7 3 - 0 a . 6 . 2 G ‰ - . A 4 2 7 m 0 L O S . 9 1 4 1 S 0 6 0 1 6 - o 7 D K 1 P ‰ 3 2 0 5 9 . B - A 7 D V 2 - ‰ 0 N P 1 9 C . 6 0 0 V 6 6 ‰ < 5 2 U C ‰ = = 1 5 D 1 G U N > 4 5 8 . = 0 . A 2 0 0 0 > S 6 B 0 0 1 STZ D < N = D 1 5 0 G E G 2 E G 1 K D M a -1 4 ,5 D 6 E E E D L - A 2 5 K ,1 M 0 R 1 2 3 ‰ 0 = = D N 0 = = = 8 6 0 6 0 E 0 0 D 6 6 6 S 5 5 B 3 3 m 5 5 5 3 0 N 0 0 0 2 D L , O , m 8 6 , , , 4 . 6 6 2 1 1 N K H 0 1 3 1 D S 1 1 . 6 D 5 G 6 5 0 K N 0 G 3 - 0 M 5 . G m 1 , 8 D O 5 D 0 6 4 m N N K 0 - D L A D 1 2 0 = 1 = 4 5 0 6 6 M a r k . t s t r a 4 ß 0 e 1 6 5 5 5 , 0 5 5 S 3 0 0 2 , , T 3 ‰ 0 8 7 Ü Z . 7 0 E m 7 2 b 6 m D L e A E D 0 = r = 1- 0 1 f .84 N - 6 6 25‰ l 1 O S u 5 5 < = da 1 0 6 2 o 0 P K V 4 1 C r U A 2 0 D h , , 0 8 . 0 6 y 1 6 0 7 5 5 S d D L O S 1 3 0 . o T N r K . 2 5 9 A a Z D 9 0 4 7 K n 6 0 0 6 D - a 5 1 3 M 0 5 3 t 1 G m 4 H 7 . 3 . A 7 D K m M , 0 D S 2 4 0 6 N 1 9 0 6 - 2 0 3 5 0 0 , 1 S T ‰ 2 Z D a 2 / 0 0 m m 1 K M D R D N 4 0 -1.13- 24‰ <= da D L O S 160 P V C U 0 o N K 5 A D 0 4 6 0 0 6 5 3 0 5 2 G m 4 . . A 0 m 3 0 0 2 8 -0.90- 20‰ <= da 160 P V C U D L O S 0 o N K 5 A D 0 4 6 0 0 6 5 3 0 5 2 G m 4 . . A 0 m 3 7 0 9 7 D L O S D L O S 0 o N 0 K o N K 5 A 5 A D D 0 4 0 4 - 2.2 6 3 0 0 - 6 2 0 8 0 6 ‰ = 6 > 5 3 0 5 3 0 5 5 d 2 a G m 1 2 6 G 0 m 4 P V 4 C U . . . A 3 m -2 . A 3 .0 m 6 5- 3 6 3 7 ‰ 0 9 1 0 4 6 <= d 5 a 160 P V C U <= S da p i 4 ta 00 l 2 g 8 P a V s C se U ‰ 61 -59.31- U C V P 0 61 a 1.99 % d =< 1.46 % - L O S S D 4 0 o o N K 9 5 A E . D 2 0 1 3 6 6 0 . 6 0 - 5 5 3 5 0 2 2 5 3 0 . . f . 6 9 1 m ü 3 H r 7 3 . L 1 3 E m 9 e 6 - - - e ‰ L > > r a ro d L L h e 0 0 r s ä D 5 5 u N 0 0 le 7 L O S D L 0 0 A 5 0 o K 0 = = m 2 3 5 A D 0 0 6 6 m G 6 1 0 5 5 5 3 0 5 3 3 G A 2 , . , A 0 2 0 . 0 2 0 0 7 1 3 1 da 16 < 0 = P V d - C 4 a . U 8 1 L O S 2 6 - 0 1 P 5 0 - ‰ o V 4 K . C 1 = U 4 5 > A - D 15 0 ‰ 6 0 6 5 3 5 2 G 5 . . A 9 < 4 = 9 0 6 1 d - a 4 . 1 8 6 1 0 - P 1 V 5 C ‰ U L O S 0 o K 5 A D 0 6 0 6 5 3 5 3 G 5 . . A 0 5 0 0 2 2 K D M a D 2 R 8 0 D m N m 65 1/1 T U N L L E S T W H W M R Ü B e e r r l t n e e y e b e i a r a a a e e s t t a d w g e k s s e z s s c r r ß r e r t s r r ä s v s s r h a r f o o f e n e l e e o e e s w l n u h h u n w s r a r r t r B F a t r r r e e e h n e - - a v s e r P P i n r y s i s e e n H H s u l r d s e V V c s n i r l e n a a t a c t h r r e b C C w e r a g s u u u h l r a u i c - - - n s ä p s f a l U U - e n s h h a t r H t c l m r d s A a y e n h D D a v m d c n i s F t e u t e A A h r u c s a i s a r t ( t h c 6 7 n P s h a n E h l 3 5 g l o r u a n t l r n m m n r u s s a g u t s s c w m m d n u s h g a ä n - l I n F D u B s g ( T B l s a s A e P e r s e l u o h c l 1 l h n r h e n 2 u l n n ! i b ) 5 e n t ik u ü n g n W g V g e a e l s n s e e z r ia la , u K f, ornh P a E u 1 s 0 s 5 0 t 0 r x 5 .) 3 0 0 x c 4 m ,6 D D / N N 5 4 0 3 1 0 x 0 . x 5 5 3 0 0 0 , m 8 0 c m m m m m m S S o o E E 6 6 5 5 0 1 . . 7 2 5 2 - - > > L L 0 0 5 5 0 0 0 0 0 2GA01 N 8 ‰ E E 1 2 = = 6 6 5 5 0 1 , , 7 0 0 7 E E 1 2 = = 6 6 5 5 1 2 , , 8 6 8 1 8 0 m R D N S S o o E E 6 6 5 5 2 3 . . 9 0 3 3 - - > > L L 0 0 5 5 0 0 0 0 3 3 G SE A 0 0 1 2 2 8 Kabelschacht

150 G 4 G 3 G 9 25.94

5

m

1 - 0 w .1 e 1 iß 6. 1 4 . M 06 R m V1

D L. 2

N H 1

5 5 4

O

0 1 0 r

/

ange

Sch P u E t z H r D o 4 h P 0 r x E 3 D H .7 D N 6 P 4 . 1 3 0 E 8 0 x H 3 m 0 . D 7 4 5 0 .9 x 9 3 m .7

5.76 m 24/4

2 1 - 0 g .1 rü 1 n 6 . 4 1 2 . 1 M 4 2 R / m 5 V12 - Orange 2 4/ 6 1 1 - 0 r . o 1 t 1 1 6 1 .1 .6 M 8 R m V12 - Ora D L ng 0 N e 5 0 1 L O S

0 .

0 o K

5 5 A

0 D 0

0 6 0 6 5

0 0 5 1 G 4

m

. . A 5 1 8 0 9

m

1 - d 3 a .5 1 4 6 - 0 1 P 7 V ‰ C 0 0 = U S B -2 7 >.8 7 - 1 2 .9 ‰ D N 1 5 0 G G G K M D N 8 0

D 0 S B

a

  • 3 8 , 6

4 5- 1

0 4, 2

0 m m K M D R D N 1 0 0 Sto E

W 3

e

ih 6

na 5

c 2

ht ,

s 7

b 6

aum F W u e n 2

i d h a 9

n m a / m

c 3

e h n t 2

t s 5

baum

29/2

SoE 652.93 ->

H

L0

S 5

2 0

4

03GA03 /1

D a 3 1 5 m m K M D R D N

8 0 L O S S 0 o o K 5 A E D 0 6 6 0 6 5 5 1 5 2 2 5 . . . 2 4 2 6 1 9 - - > > 2

2

2

L L 9

9

9

0 0 /

/

/

8 6

5 5

7

0 0 0 0 0 1SE04

K D M a D 18 R 0 D m N m 25 29/1 sehr ungenau !

*

S T G

R

B F

*

e u t a

ü

a r

P

l n u o

c

s e d

k

m

l

m l k e

a

b

a o i q l

n

t

a

m e m u u

u

u

it n e a m u

n

g n r n

g

t u t i g e n W

d

r ik

u

e ( a P

r

i t h l

c

a io n n

h

u n a n s

d

c g l h

e

e L t o

n

i s t h u b r

j

e n a

e

r g u

w

H m o

e

ch

i

(

l

r P

i

e

g

l i a n

e

n ) u

n

n g

V

L

e

oh

r

r

s

er

o

H

r

o

g

ch

u

re

n

in

g P 5

) I I I

s l

n n n

- a 0 t n

B B B

r 4

e e e

ä N

a a a

. g r

r r r

2 .

b b b

e -

e e e

r L

i i i t t t u u u

! P

n n n g g g * * * * * *

L.H17 O So K A D 6 6 5 5 1 4 . . 0 5 9 1 ->L05002 K D M a D 3 R 15 D m N m 80 <= da 315 PVCU -50.25- 22.9‰ Planungsstand

SoE 651.14 ->L05001 HS4 Ausführung

SoE 651.10 ->L00101

4 5 20/1 3 437/2 Steuerkabel Lee 1 r 5 ro 0 h G r D G A G 7 5 5 4 2 .2 6 3 7 . m 16 mO K b M e D re N 6 V 00 o S r B s t -4 a 7 d ,3 t 5 s - 1 tr 2, a 7 ß ‰ e 2471/6 M D L A A A M 0 = 1 2 3 R 1 0 R = = = 6 V 0 1 V 5 6 6 6 . 1 0 1 5 4 5 5 5 2 1 1 D , 1 1 1 B 1 6 R N , , , . 2 a 2 2 2 1 3 e 1 c 5 7 5 5 s 0 k M 2 e P b r R P / E o v 2 3 V n e e 1 - K M D N 8 0 0 S B - 3 2 8, 6 5- 1 4, 2 ‰ - G - G e o r l r b a a u n 1 g 2 1 e 6 2 . 6 1 6 St e . u 2 1 e 7 r k a 5 b 0 e m l D . L A e 2 7 e m 5 rr o 1 h 3 2 r . 7 7 m m 1 1 5 5 0 0 G G G G G G D L. N H 2 S 5 1 0 7 0 1 5 0 G G G Postplatz DN 150 2 G 7 G /4 G 1 1 0 0 M . . 1 1 1 R 1 0 1 1 0 . V 6 6 1 . . . 1 4 1 5 4 6 1 H M . M 6 6 a R . R M 7 u V V p R M 1 t 1 V 2 r R o 2 1 - V h 2 O - r 1 - v G r 2 a R e r n r o ü - g b t n B e a 5 l n 5 2 4 a . d 2 8 u 4 . . 1 0 - 5 4 m 1 9 G 7 m . r m 8 ü 5 n m 47.56 m D L. N H S 1 4 .500mm 28/2 655,13655,02 654, 2 99 7/5 655,04 27 P E B G L L r a e a 2 o r u o u n j 4 e h ß t d k e 0 k t r k e 0 r ir r 5 c e K . h i A r s e i 1 m R is a s A t v a l e l d g n t ä s u burg M K b 1 U N e o : a T H a o ß 2 r r M N s b d 5 t e i a n , 0 i 3 b t a e S t 2 t e t N n a s t y u s s t K e T m 1 / 7 M 0 Ro E1=651,03 1 E2=651,25 gezeichnet ES E3=653,38

L.H 5 / 27/6 Neugestaltung DN1500 geprüft MRo Stadtkern von Leutkirch -

437/3

436/1

M D N 6 0 0 S B

2 4, 2 8- 3 5 ‰ 1 5 0 G G G -3 K 0 M ,6 D 1- N 2 5 ,9 0 0

‰

SB

2.77

m 27/7 1. Bauabschnitt

K- Anerkannt, 2 150 GGG E U- St ü c k B 1 5 0 S 2 e c h E 0 i e l

e b e

l e 1 . n r 5 2 g 0 1 d / 5 1 0 4 u 5 0 e B 5 n e- u . g n 3 d : E n M t 4 l üft / e R r 6 S c V hi e b 1 er 1 2 5 0 E U - - S t r ü S c o k 1 c E t 5 0 h U ie -S be t 1 ü r 5 c 1 0 k 5 1 G 0 5 G 0 G 150 GGG 105. V o r st a dt b e c k g ä s sl e L S (O a ü h g d n e 1 e p l & a S n t 2 r a In ß f e ra n s b t e ru le k u tu c r h - tung) Bad Wurzach, 11.09.2026

Alle Unterlagen dieser Ausschreibung