Kanalauswechslung in der Emil-Roth-Straße/ Sonnenstraßezwischen
Römerschanze und KindergartenLageplan
21.05.2008
S. 3 1591,
0.5
no.
,00
0
11,0
9 33,9
7
,11 33
15,32
37 9,6
41 2,3
S 395.00
3 3D 99.0
003610 05
S 396.21D 39 29.801750007
S 6396. 3D 400 18.0140 000 2
S 401.26D 404.85
S 399.04D 40 82.401750006
S 393.97D 397.230 017500 8
S 400.91D 40 73.601750005
E 2.040 2D 40563.01750013
S -999 .009-9 9 .0D 9 9 0
01750011
D
N25
33
.m
6.
ooo
0 -
54
-
1/
D -64. 4. oN 250 81 m - 4 o1 / o
DN
0
34
4 m
-1.8
o/o
o2
5-
.8 1
D 00 4 . 8m 4 .4 oN 4 - 6 8 -1 3 4 /oo
1
/oD
N 2
50 - 5
7.7
3 -
m.
13
oo
0 - 0 4 . o/oDN 3 0 5 .97 m - 3 9 o
N - . 6 . oooD 400 292 m -12 0 /
0
8 m
-1.7
o/o
DN
30
- 28
.7
0
o
D
N 2
50 -
51.4
m3
- 1
0.7
o/o
o
4-
DN
0
0
57.9
2
-
97
m2
. o
/oo
- 7.5
2 m
-3
2.9
o/oo
DN
040
3 3 o/DN 00 - 7 9. 6 m .-30 6 oo
5 -8
.3 m
- 25
.2 o/
oo
DN 300 - 453 m - 7 3 o/oo . 9 2 .
D 0 60 - 8 59m - 4 .8o/ o6N . 1 o
DN
50
0
- 1
8.
2
m -
. o
/8
35
oo
DN 00 - 3507 m 2 .9 /o 3 . - 5 o o
0 6 - 9 o o0DN3 4 -3 0. m 2 .1 /o
0
DN
3 0 -
3 2
.30
m - 5
.9o
/oo
-m . o D 3 .N 00 - 45 76 40 9 /oo
DN
20
4
6.8
3 m
-
.2o /
o5
-3
o
68
.7o
/oo
1.223
m 0
DN
40
0 /1 .5 o ooN - 1 4D 700 0. 3 m
N
D
00 -
30
.87 m
-16.8
o/
4o
o
o
39.3
o/
o.
177
5
m
DN1
200
/ 60
0
N6
3
o
D
00
-.
07
m4
7 -
.
/o5
o
.4 oDN 06 0 - 79.49 m - 40 /oo
1
o
1.7
o/
o
21D
N
00 -
11.9
5 m
30
3
.0-
-9
DN
0-
0
9 m
9
99.0
o/o
o
DN 3
0SB
0-
-,0
9‰ -
-1
0 -
0,
m
D 3
0B
660
m-9
,0N
0S
-,
‰
ND
500
.3
8- 8.
oo
DN
25
0 -
53
m
o/
8
A
W63
PE
-HD
A 0 -HW5 PE D
0
AW
10
S
TT
YA
W1 00 G
SR
G
1 -VW 10 PEHD
20 S
TV
W0
TY
VW
20
0S
T
Y
T
AW
50 P
E-H
D
TVW 0 20 ST Y
VW totW tV ot
V11
0 P
E-
W
HD
V 1 1 0 PE-HDW
W tV to
VW
15
G0
SR
G
VW
150 G
SR
G
VW
0 G
G8
VW
80 G
G
GW
V 8
0
G
V 125 GW GVW 25 1 GG
0VW 11 PE-HD
VW
1
0P
EH
D1
-
VW tot
VW
0 1
0 G
GV
W
0 G
G1
0
VW
0
0 G
1G
2 G1VW 5 G
GV
W 1
00
G
V 80W RG S G
VW 110 PE HD-
A0 S
TW
5
V
0G
GW
8
G
VW
80
G
WV 125 GG
WV 125 GG
AW
50
S T
WV
0
10
GG
V
W 1
00G
G
1 V
W
05
GG
SR
AW 5 S0 T
V 12 G 5 GW
VW
10
0G
G
V
W0
0
G1
G
WV 0 HE- D 11 P
VW PE-H110 DW P -HV 110 E D
VW 1 0PE HD1 -
WV
10
GG
0
VW
100 G
G
0
VW
10
GG
WV 125 GG
V 8 G SRW 0G
V
GG
W
80
S
R
VW
8 0
GG
VW 8 G0 G
V W 25 G1 G
VW
11
0 P
E-
DH
VW
110 P
EH
D-
WV
100 G
G
V 1
00
GG
W
AW
50
TS
AW
50
TS
VW
0
0 G
1G
W V 1 52 GGVW 125GG
GVW 0 10 G
V
0 G
W10
G
VW
1
00
GG
VW
8
GG
0
W V 8 0 GG
VW
0
0 G
1G
8
G
WV
0
GS
R
W 0 RV 8 GG S
W V 5 GG12
1WV G00 G
0
-HA
G5
N P
ED
V PGN 225 E-HD
S
TG
VN
200
AN
4G
0 S
T
4A
GN
0 S
T
20 S
TG
NV
0
VN
11
0 P
E-H
DG
PG
X
V N HD225 PE-G
V
1E
-D
GN
10 P
H
V
0
H
GN 11
P-E
D
AGN 40 TS
A NG 40 TS
A N 0 G 4 ST
0S
VG
N15
T
VG
50S
N1
T
VGN 125 ST VGN 125 ST
VG
S
N8
0T
GV
S
TN
80
AGN 0 T4 S
AGN 0 T 4 S
A NG 0 T4 S
4N 0 STAG
PG
X
A 4
NG
0 S
T
PG
X
AG
N 4
0 S
TA
0
G5
NS
TG
N
SA
50
T
N 125 VG ST
G8
0S
VN
TV
GN
80
ST
8T
VG
N0 S
G 1
SV
N25
TN
0S
TV
G 1
0
0 STVGN 8
4 AGN 0ST
AG SN40 T
DVGN 225 PE-H
A N 40STG
AG
N 4
0
TS
AG
N 5
0 S
T
N0
ST
VG
10
PG
X
PG
X
VN
225
P E
-HD
G
V
N11
0
E-
DG
PH
G 40 SA N T
VN
0
TS
G8
V
N
0
ST
G8
S
TV
GN
80
TA
GN
50
S
5VGN 12 TS VGN125 ST
G H-V N225 P E D
AGN 40 ST
GS
VN
100
T
5 HVGN 22 PE- D
NP
HV
G 1
1
0-
ED
AGN40 ST
A N G 0S4 T GN A 50 ST
0 TAG N 5 S
NG
8S
V0
TV
N 8
0S
TG
V 1GN 2 ST5
N 0AG 4 ST
VG
N 1
10 P
E-H
D
V 251NG ST
VG
N1
00
S
T
HVGN 225 PE- D
G
PH
VN
110
E-
D
VGN 22 E D P H5 -
1 PE-HDVGN 1 0
VG
N 1
0S
T0
VGN T 125 S
GN
ST
V 8
0
GN V 8 ST0
VG
0 8
ST
N
VGN 80 TS
VGN 110 PE-HD
VGN 225 PE HD-TAGN 0 4 S
1N TVG 00 S
AG
N 4
0 S
T
VG
N
00
T1
SV
GN
100
ST
VG
10
E-H
DN
1P
VN
G 1
1 P
E-H
0D
TAGN 40 S
1V
GN
00 S
TV
10
GN
0S
T
VG
N 1
25 S
T
AGN 4 ST0
A 40 STGN
G0
ST
V8
N
G 100 STV N
VN
1
TG
00
S
ST
AG
N 5
0
N 12VG 5 ST
V N 25 G 1 TS
VG
N 1
00 S
T
T
AG
N 4
0S
VGN T 125 S
GN
V 1
25 S
T
8N SVG 0 T
0T
VG
N8
S
V
TG
N1
25
S
VG
S
TN
12
5
G
ST
AN
4
0
NVG 12 ST5
VG 8 STN 0
V8
T
GN
0S
V N 0G 10 ST
04030006D 406 7.1S 402.81
002910 03D 405.03S 401.80
01110002D 403 14.S 399.69
0064500 1D 407.44S 404.93
1015000 7D 406.57
S403.1 6
001500 16D 40632.S 403.07
003610 02D 404 57.S 401.17
036100016D 405.4
S 2.040 8
036100034 2D 03.4
S 99.93 3
056500060D 402.6
S 399.04
05650007D 40 92.5S 399.12
03610004D 402 6.4S 398.62
05650005D 40 02.7S 399.15
04920003D 397.68S 392.56
06 01400 04D 395.6
S 8391. 8
0 0116400D 395.64
S391.4 6
06400 120D 3 595.4S 390.93
006400 19D 394 43.S 390.09
0640 010 7D 395.11S 3390. 4
036100060D 395.4
S 0391. 6
0 164000 6D 395.00
S 390.58
SE
0101500 9D 407.2S 404.01
02770003D 407.3S 9403. 4
01500022D 406 8.S 404.06
01500018D 407.1E 7403, 8S 6403. 8
0 021500 3D 406.5
S404 .50
01500021D 406.9E 403.50
E 403.90 E404.2 0
S 403.50
8. m 1 8 - >20 DN 0 574 0 4 2. 4‰
D 300 5 , 8 m - ,8 oN - 27 31 3 /oo
0004030 5D 404.6S 401.19
03610007D 4044.E 00.94 8E 1.140 0S 400.98
ara l ui a BP llel e t ng K bel W
a el ie le BPar ll l ngtu Kab W
a elei BlPar ll l gtun aK be W
Para
lll
tg
n
aK
bl B
We
le
iu
e
Pa
rll
elit
ng
ab
l W
ae
lu
Ke
B
Pa
rl
lei
ng
ab
lW
ale
ltu
Ke
B
agK
aP
lra
lelle
itun
bel B
W
Pa
rale
lltu
n
bel B
Wl
ie
gK
a
aP
lra
ell
tn
u
BW
le
ig
Kb
ael
aa
lle
tng K
elB
WP
rle
liu
ab
all
tg
be
lW
Pa
re
l eu
nl
iK
aB
Pa
llt
ng
b
el
Wa
re
lleiu
aK
B
al
Pa
rlle
lleitun
g K
ab
eB
W
2,
18
7
DN 3
0SB
0-
-,0
9‰ -
-1
0 -
0,
m
D 3
0B
660
m-9
,0N
0S
-,
‰
DN 7 0 77 .0 3.57 ‰0 5m 3
er g
na
se
hs
N0
spä
te
pla
te K
an
lau
wc
l
ung
D4
0
SE
00640 019 1Nø 2 n f1 00 a ge .D. 953 ,2S. 90243 ,T. 4,96m
0 7 008N11 5ø 2 0 angef.1 0 D 95,8.3S. 390,92T. 4, 8m8
Kn
alu
ml
un
D0
1,
ae
gg
N
30
-0
0‰
01750008Nø 0 02 0
ps. Bauwerks lan 8.5D. 96,53E. 391, ( N8068D 0)E. 391, ( N3098 D
0)S. 391,36T. 5,14m
0 750016N1ø12 0 0D. 96,3 5E. 3 ,0692(später gepl. DN ) 300S.
392,05
5T. 4,4 m
0 7 0 07N1 5 0ø 2 0angef. 1 0
. 99,D 3 5
. 95, N400)E 3 64(DS. 3 5,449T 4, 6m. 0
N017500152 0ø1 0
. 99,D 3 5
. 33E 396,e .(b st ø250)
E. 395,80p r pl. 0)(s äte ge DN40
78S. 395,T 3, 2m. 7
pt
re
es
e
äg
lap
nt
ala
uw
eh
lK
an
sc
sung
4-
,0‰
DN
0
0 1
0
01750014N2 0ø1 0
.D402,3aE. c .399,10
(best. ø250)E. ca.39 878,
p p )(s äter ge l. DN400S. 398,77
3T. 3,5 m
DN
10
5
S1
ND
150
S2
sä
te g
ep
ln
tp
ra
eK
aa
nu
lae
sw
ch
slu
ng
DN
4
00
1,
‰
00
-
05650009Nø 2 01 0 D. 03,64S. 400,66T. 2,94m
0 7 0 04N1 5 0ø 2 0 angef. 1 0
. 04,D 4 6
.4 0, ( NE 0 77 D 400)S. 400,57T. 4,03m
01750014N1ø1200 D. 04,54E. ca. 0 454 1,(best. ø250)E.
401,15(später gepl. DN 00)4S. 401,05
5T. 3,4 m
l
tsp
äte
rgep
ane
Knal
sec
lug
aau
whs
nD
N 4
00
10
- ,0
‰
0 7 0 13N1 5 0ø 0 02 0s. Bauwer spla 8 6k n .D. 05, 4 7E. 402,0
N300)4(DE. 402,0 N300)7(DS. 401,57T. 4, 3m1
0 7 0 03N1 5 0ø 2 01 0
. 05,D 4 7
. a.E c 402,31(bes . ø250)t
. 15E 402, p erg pl. 3(s ät e DN 00)
S. 402,15T 3, 5m. 5
spte
r gepl
nte
äa
Ka
lu
wech
un
aa
ssl
ng
DN
00
-1
0,0
‰3
0 4 0 N6 0 019ø 0250 s Bauw spl 2. erk an 8.
. 95D 3 ,2 )E. 390,00(gepl. DN 1200 0)E. 390,20 (gepl. DN100
.3 90S 89, 5, 0T. 3 m
05850017Nø20 0 0
Bauw pls. erks an 8.1D. 94,03E. ca 389,7 (gepl. DN14. 1 00)
. ca 3 , (be . 700)A . 89 69 st ø
. ca.3 0 spät gA 89, 0 ( er epl. us 1400)A lauf DN 0T.5,0 m
00016N1064ø2500s. au erksplan .B w 8 3
39D. 5,0.E 390,66 (gepl.DN700).E 390,26 (gepl.DN1000).39 1S 0,
6
T. 4 84m,
ve u s ä et re nt el l pv rgeseheo neK ml gungaan lu e
206400019N2 0angefø1 0 .
.D 395,203S. 390,
T 5, 7. 1 m
0 4 0 N16 0 011ø 2 01 0
. 95D 3 ,6
T. 4, 54 m
0 7 0 06N1 5 0ø 2 0 angef. 1 0D. 02,4 3E. 3 8, (DN9 33 400)S.
398,13
7T. 4,1 m
001750 04
S 0402. 7D 40 65.701750003
10 2 m . 44DN 00
8.38
mN
D 3
00
S .9401 6
N
400S
B- 1
8,0
-m
1
0,0
‰->
D
, < D 00 mN3 - 220 - 0 20, ‰
8-,0m
-
N< D
0032
,00‰
3 0>ND 0- 6,0m -
045, ‰
N
40
0S
B3
,0m
-
0,
‰->
D-
51
0
D3
S0N
0B
-,55m
-
D 40561.01 01750 2
S 402,11wasserdicher nschußt A lan best.S chacht hil-Rot -
traßEm h S e
Sonnens
rtaß
e
Röm
esrch
anz
chule
s
ir
Knde
garte
n
tHabich weg
Des
rür
rta
ße
Des
rr
ür
taß
e
4 BS ND 1 00 -25,0m- 8,0‰ >
0-2
5m
- 0,
DN
10
0B
S3
,8
‰> DN
12
0S
B-1
,0m
8‰
> 0
6-
,0
- 0‰ >
2,0
SB,2 0m
-1
DN12 00 SB0m-4,
-8‰
,0 >
D0
0S
N1
0B
-3,
m-
51
0,‰
>2
<
D1
0B
3-2,0
N00
S2,0
m-1
‰
DN , m-38 0 -57,0‰ >800SB
DN 08 S0 B-28,0m- 75 ,0‰ >
3
-
DN
00SB
-7,0
m -
1,00
‰
DN00
SB -
9
>
6,5m
-30,0
‰
< D
0B
2,5
m-
110,
‰
N5
0S
-
0
D50
N0S
B0m
-10,
<
-39,
0‰
DN
400S
B-
-7,0
m-
0
20,
‰
S 6 , m- >DN800 B- 4 0 2,4 0‰ N B0S - 08 42, >D 80 5 , m-
0‰
DN
40SB
0-
-80
m
-,
55
00‰
,
D 8 S 4, m-18 ‰N 00 B-6 0 ,0 >DN800SB 5- 5,5m-18,0‰ >
D40
SB-
N0m
-,07
-
40,
0‰
30S
DN0
B-
,- 8
0 m -
10,0‰
>
N300S
-
D
B
-5m
-,
6 1,0
0‰
>0
N 0
o
D 250 -
m26.29 - 2 .5
o/o
03610 06N0ø1200D. 3 5,49E. ca.391 0, 6S. 90,903T. 4,50m
0640 16N00ø1500D. 395,0E. c .390,58aS.3 0,45 9T 4. ,55m
0 N0640 010 ø1200
3D. 95,64. ,S 391 54 T. 4,10m
e )(g pl.DN900
0 1N640001ø 0020 . r s ans Bauwek pl 8.4
D. 395,6E.3 1,02 . N500) 9 (gepl DE. 3 0,71 9
, 2S. 390 64T. ,98m
s. B k la 7 au r p n8.D 406.68E 403.15E 403.27E 402.86S40 80
2.
n c s.A s tbr chraue Öfnungu fS. 40 7 2, 0
0 0 3 , >‰ DN900SB-14 m-,5
StadtentwässerungReutlingen (SER)
üs
ßD
rer
tra
e
Düre
stra
ßr
e
H bichtwega
hEmil-Rot -Straße
01750002s. Bauwerksplan 8.7D 406.68E 403.15E 403.27E 402.86S
402.80Anschluss an best.bruchraue ÖffnungS 402.70
a b u SJ ko -K rz- traße
Re
itha
us
eg
w
K nde
r ar e
n
ig
t
DN 700SB - 2,0m1
- 20 0‰,Jakob- rz- aßKu Str e
Son
enst
raß
en
