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Anlage 1

                                    
                                        EBU

WBF

30
WBF

30/1

GFIG

-Ba

uab

1

D3477.66
S 473.12

S600
Kana /1000
labb - B
ruch
1

sch
n
WBF

WBF

-SB

.55m
BLK
5x4
Cu

- 51
.01 -

3.5

588/3

23°

586/

7

WBF

588/7

Ø1000
SB
- 7.42 5.4‰
<

Ø1000
SB
- 12.65 3.2‰ <

593/3

WBF

588/6

587/2

587/1

WBF

-P-

-

- -B
8.3
> 2

94612

Ø1
- G 000
- 3 FK
-5. .43 8‰
>

- 43.

300
-14 - PP
.
.9‰54-

HDL

-5.7‰ >

94612

DÜ und
Kreuzungsbauwerk
Anschluß an EBU-Bestand
z.Z. in Planung!!!

51

50

Bitte beachten:
D 478.02
- Koordinatensystem:
S 473.94 DHDN90/ Gauß-Krüger
- Höhensystem: DHHN12 / Status 130 - NN-Höhen

- 47.03 - 1.1 ‰ >

586

588/4

0.60

586/1

GFIG

36

14 401
S 475.25
Ø300 PP
D 477.31
16
S 475.34
-1

593/27.6‰ S<-

WBF

588

-P-

1
D 477.40

Grundstücksentw.
RW-Kanal

122

44
S700/1200 - B

Hauskontrollschacht
D 477.47
S 475.51

D 477.69
A 472.85
Schwelle 474.32

D 477.82
S 474.07

3157

WBF

ord

Anlage 1 zu GD 416/22

37

586/2

D 477.65
E 472.85
A 472.85

Ei600/900- B

586/3

GFIG

D 477.35
S 474.96 Ø250 Stz
- 29.30 - 10.2‰<

E 472.55

Ø1800- SB - 105.13 - 0.5 ‰ >

588/8

-P-

03497

D 478.11
S 473.14

425

D 477.85
S 473.70
A 473.81

S

GFIG

24

2

38

586/4

WBF

HDL

- 47.63 - 5.5 ‰ <

WBF
Stromleitung best.

22

5

39

586/5

0

06318

1/2
WBF

S700/1200 - B

586/6

24

D 477.25
S 474.68

-B

40

/1000

588/9

593

Ø300 Stz- 47.51 -14.5‰ <

0-

-1.8
402
2S 472.94
-2.43- -2,60403
S 472.94
404
S600
S 472.93

GFIG

1/3

593/1

7.8‰
<

1

1/1

26

BLK 5x4 Cu

Stz

034
9
-3
7
5.7

53

‰>
GFV

14

Ø25
0

4

2
E 472.9 D 477.83

WBF

D 477.36
S 474.40

00975021
DN1500
D=477.80
S1=472.96

1.0‰

423 06318

07
74.
E 4 0 PE
Ø80.02 -2 >
0.0Ei‰600/900- B - 29.70 - -4.4 ‰>

itt 2

7/2

D 477.83
E 472.64
A 472.60

-50

0
12

6

-P-

28

588/10

0

E 472.88

588/11

/120

Punkt 423 bis 425
Lage unsicher
Kanal im Kreisbogen verlegt

S700/1200 - B
- 3.98 0.0‰ >

800

-P-

12

603/1

Vodafone

unterdüke
rt

DN

Straßenbeleucht. best.

Ø300 - B
- 4.95 >

0097
5

591/1

D 477.16
S 474.27

S

5

588/

A 472.84

2

Telekomleitung best.

601
604

>

Ø1000 - GFK - 29.87 P
- -

‰

u

432

KKS 028

8g

591/6

0.4

5x4
C

WBF

-B
Ø400
- 5.11‰9.8
41- <
6
A 472.18
E 472.9

- 56
.86
-

BLK

00975022
DN1500
D=477.66
S1=473.01

Stromleitung best.

400
S 473.02

-P-

7/1

609

GFIG

wel

S600
Kana /1000
labb
ruch - B

6

Aussparung
S600/600
- SB <
- 0.34 -

E 472.85
A 472.31

0‰

1.40
603/3

603/4

602/2

Sch

B

Ø800 PE - 46.49 -15.7‰ >

2

WBF

591/2

WBF

8.
19

GFIG

WBF

592

02535

4.9‰ <

3

Ø180
0- S
DN
B 800
8
/120
1
2
8.32
0
-SB
- 1.
-57.
5‰
41m
>
- 1
.

Wasserleitung best.

7

S 474.80

WBF

Gasleitung best.

S900/
1500
7
-B
20.70
S
- >
D 477.77
E 473.04
A 472.99

/
0
0

123
D 477.75

603/2

588/13

D 477.32
S 474.13

HDL

GFIG

B

0.2
‰ >

WBF

WBF

WBF

12

199
.2g

591

WBF

591/4

Ø300 Stz - 28.83 -

30

Cu

geplante Fernwärmeleitung

7

589

4

>

5x4

9
D 477.44
S 473.14

591/3

Ø300 PP - 63.12
- 8.9‰

1.0‰
BLK

- 51
.33
-

00975023
DN1500
D=477.44
S1=473.07

6.42

X

X

X

X

X

X

g

S600
/
Kana 1000 labb
ruch B

BLK 5x4 Cu

WBF

-44

602/3

WBF

X
X
X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

-SB

.89m
-

591/5
WBF

602/1

16

X

X

700
/105
0

32

03497
Innere Wallstraße

10.05 7.0 ‰
<

Cu

-P-

>

17

34

WBF

DN 400
-SB
-14.08m21.4‰

02535

Ø300 Stz - 43.73 - 3.2‰
>

0.68 14.7 ‰
<

1

5x4

DN

429

D 477.46
S 472.83

Fernwärmekanal best.

424

430

42

02535020
DN1200
D=477.25
S1=473.80

Goethestraße

Innere Wallst
raße

BLK

22.1g

Ø300 Stz - 33S .48 8.7‰ <

- 14
.11 5.7
‰<

WBF

29

4.9
< ‰

WBF

Kanalabbruch/Stilllegung

S7
00
/12
- 7 B 00
.18
> -

-P-

5

24

6

600/3

2QTW-Kanal best.

125

Ø800
- PE
S 475.12 - 4.81 -

43

-P-

Ø300
Stz
- 7 .9 0 11.4‰< D 476.63
S 473.84

25

D 476.81
S 473.75

D 477.25
S 473.84

3038/1

598

3

g

-P
- P-

-P-

477.34(nicht endgültig)

D 477.33
S 473.15

15

WBF

Mischwasserkanal best.

D 477.85
E 474.72
A 472.87

E
- P7 00 .4
Ø8 - 18 >

D 477.24
S 473.60

18

S1=473.11
S2=473.50
S3=473.11

X

S600
Kana /1000
labb
ruch B - 6
2.57
- 1
.1 ‰
>

27
E
26
BU407
D 477.29
B au
S 474.37 S 473.61
abs
chn
i
tt 1
408
S 474.30

409
S 474.22

0 SB
- 10
1.0‰
8.58
00975024
- 0.
9 ‰ DN1500
> D=477.33

Mischwasserkanal gepl. BA 1
Mischwasserkanal gepl. BA 2

le 4
74.4
8

Ø180
-67.
46m
-

603

601

77.1

D957
z
St 00 .70 >
3
Ø 10 9‰
- 0.

-SB

PL

602

A

700
/105
0

WBF

DN

0097
5

aße

590

DN 400
-SB
-3.77m13.3‰

600

X

-P-

00975028
DN1200
D=477.23
S1=473.30

g

2.2

.8
111

hstr

X

X

X

X

X

X

X

X

X

X

WAF

15

X

Bleic

24

X

X

HL neu -13.55Ø300
- PP
- 17.87 21.3 ‰
>

4

ndgültig)
-P
- P-

X

x4
C

Wasserstand zu hoch

-P-

X

S
u
- 10600/100
.7
0
Kana9 - 0.9 - B
labb ‰ >
ruch

D 477.22
S 473.22
nicht komplett meßbar,

3

X

00975025
DN1500
D=477.22
S1=473.18
S2=473.25
S3=473.18

X

K5

X

172
.5g

X

X

X

X

X

A

X

X

X

X

26

X

X

8

X

X

606/

X

X

X

X

5/1

7

Kanala
bbruch
E
4
73.
Ø
- 13.13200 - St5z8
- 19.8 ‰
>

E 473.49 (abgem.)

Ø300 - B
- 39.22 - 24.0 ‰ <

X

X

-P-

609/1
X

X

-P-

-P-P -

-

S
X

GFIG

WBF

DN 400
-SB
-11.87m1.0‰

X

- P-

7.80 11.5 ‰<

S 3750/2000
- SB -P

- 7.92 12.6 ‰ <
-P
- P-

- 19.25 - 11.9 ‰
<

X

BL

best. Gas- u. Wasserltg.
umverlegen!!!

-P-

X

606/7

54

1200
S700/
-B - 6.4>4

8.0 ‰ <

X

606/5

HDL

Legende :

Schillerstraße

X

HDL
HDL

S 474.85

604

GFIG

g

5

600/1

88.2

D 477.33
S 473.23

X

WBF
HDL

9

A 472.53
D 477.75

126
D 477.74

4
606/9

128

>
- 41.18 - 3.2‰
Ø1000 SB

Ø1800 - SB -2
.42-33.1 ‰ >

A 47
2.93

3

5

44

A 472.88
E 472.96

11

GFIG

606/

00975026
DN1200
D=477.33
S1=473.19

2 7

15

606/6

400

D 477.41

S

15 DS 478.06
475.24

608

9

614

- 95.96 -

SB

Ø600

D 477.79
S 474.93

14
>
3.0‰
Ø6
6
2
9
00
3
0
e
ß
10.2 SB
D 477.75
Kleiststra
8
5.8 127 S 474.89
‰>

06318

Ø300
-B
- 6.63 - <
S 475.08
‰
6
.
0
1
D 477.92
S 474.41

D 477.27
S 474.66

-P
- P-

19

S 475.13

405

D 477.65
S 474.95

00
Ø6 B S
.36 >
12 ‰
2.4

- P-

406

S 3750/2000
SB 3.68 13.6 ‰
>

-P-

-P-

S 474.76

GFIG

-

-P-

1

10

D 477.87
E 474.53
A 474.48

16

-P-

-P
-P-

ht endgültig)
D 477.61
S 474.99

S 475.27

613

E 475.38

-P-

402
S 475.20
403
S 475.15
404

4 ‰>

-P
-

00
/20
- 3.27
3.66 ‰ 6.1 ‰>
13.7
>

90
04
7

G
U
Z

VO

B
A
R

EBU
Entsorgungs-Betriebe
der Stadt Ulm

ulm