[Seite 1]
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349 306 D N 300Stz
- 45.81 m
- 0.37%
D N 1 D S= 1
1 1 0
2 2 1
3 4 . . 6
0 9 6 6 300Stz
- 44.01 m SE(11015)=123.06 - 0.16% SA(11016)=123.06
DN 250Stz
- 7.71 m
- 1.56%
10888 e
1 D S= 0
1 1 8
2 2 8
2 7 . . 7
0 0 3 1 D S S S
E A
1 1
( ( 1 1 2 2
0 0 4 7
8 8 . . 2 0
8 8 3 4
9 8 ) )
= 1 1 2 2 4 4 . . 2 2 3 3 DN 250Stz
- 43.02 m
- 1.00%
r
a
ß
1 D 1
D
1 0 N
2 1 5 2
. 5 5
3 0
2 Stz
- 31.54 m
- 0.57% S=123.13 SE(10888)=124.11 t SE(10735)=123.13 SE(10891)=122.03 S SE(11013_2)=123.13 SA(10887)=122.03 SA(11015)=123.13
-
n
n
10889
% D S S S
E A
1 1
( ( 1 1 2 2
0 0 4 6
8 8 . . 6 7
9 8 6 4
0 9 ) )
= 1 1 2 2 4 4 . . 6 6 6 6 DN 250Stz
- 40.21 m - 0.45% m
a
m
- 5. 7 1 %
2 4 t 0
9 m - 0.
u
p
U
5 6. 2
2 C -
b
7 2.
a
0 0 P V S H 3 0 0 N 2 D 1 D N 1 D S= 0
1 1 8
2 2 9
4 6 . . 0
8 7 4 8 DN 250Stz
- 44.31 m - 1.83% a
r
t
-
SE(11014)=124.84 SA(10890)=124.84 h
r
e
G
DN 250Stz
- 24.72 m - 1.65%
Anschluss
11014 D S S S
E A = 1 1 ( ( 1 1 2 2 1 1 5 7 0 0 . . 6 6 1 1 5 3 3 4 _ )= 1 1 ( 2 1 5 ) . ) 6
5 125.65 D S S S E A = = 1 1 ( ( 1 1 2 2 1 1 6 7 0 0 . . 0 7 1 1 6 6 3 3 D
_ _ N
1 1 ) (
3
1 1 0
) 0 2 )= P 6 1 . V 0 2 C 6 6
. U 06
- 17.00 m
- 1.65% 11013 D=128.51 S=126.34 SA(11013)=126.34 SA(11013_1)=126.34 SA(11013_2)=126.34 % DN 300PVC-U
- 9.63 m
- 1.66% 6 1 m -
1 6
3 U
DN 300PVC-U
- 38.32 m - 0.65% N 3 0 0 P V C-
D
%
3 10892
4 0. D=126.94
m S=124.92
b
3 9. 4 9 1 D 0 =1 8 2 9 6. 1 85 S S E A ( ( 1 1 0 0 8 8 9 9 3 2 ) )
= 1 1 2 2 4 4 . . 9 9 4 2 DN 300PVC-U
- 42.69 m - 0.73% S 0 S=122.20 10893 0 2 1 SE(10892)=124.76 D=127.35 D N SE(10895)=122.20 S=125.19 % SA(10891)=122.20 SE(10894)=125.21 m - 0.75 SA(10893)=125.19 DN 300PVC-U
- 42.39 m - 0.78% DN 300PVC-U - 26.78 1 D S S = E 1 = 1 1
( 0
1 2 2
1 1
6 8
0 . . 2
2 4
1 6 8
3)=126.28 SA(11012)=126.26
DN 300PVC-U - 20.45 m - 0.73%
10894 D=127.71 S=125.52 SE(11010)=125.54 SA(10894)=125.52 11011 D=128.26 10895 Projekt
Gerhart-Hauptmann-Straße TWL + Kanal S=126.04
D=125.90 SE(11012)=126.06
S=122.37 neue Kanalisation
SA(11011)=126.04 SE(10896)=122.37
11010 Lageplan -Umbau-
SA(10895)=122.37 D=128.09 S=125.87 bearbeitet: Quintel Maßstab: Proj.Nr.: 2025-025 1:250 SE(11011)=125.89 gezeichnet: 23.09.2026 Blatt Nr.: SJ-2026 SA(11010)=125.87 ergänzt: Blattgröße: 1189 / 625 Zeichnungs Nr.: K1
Kanalisation Wasserversorgung SA(10901)=120.41 Straßenbau
Beratung - Planung - Bauleitung - Projektsteuerung % 4 0 64404 Bickenbach Fon 06257/3784 info@ibsq.de 0.
- Berta-Benz-Straße 118 Fax 06257/7695 www.ibsq.de m 3 0 N W
S
O
Legende
Kanalisation -NEU-
Kanalisation -Bestand-
Auftraggeber
Gemeindewerke Seeheim-Jugenheim
Schulstraße 12 - 64342 Seeheim-Jugenheim n-