[Seite 1]
F P Asph BPF BPF B Spf W BPF F P T B P P B B
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s e iK B P B P F P B PB PB s e iK te B Pa A rk s p p la h tz Asph h p sA PB Dr.-Frank-Straße PB F P B P PB P B Asph PB F P B B Kies BPF F P B Kies B P F P B a A r P k s F p p la h tz BPF PB F P F P B Kies F P B Kies F P B B P B Sp T f W F P Kies BPF F P BPF B Kies PB SD PB Asph F P PB F P B F P B Kies B Kies Asph PB Asph BPL B Kies P F Kies B PF K PB P B Kies Spf W Kies F P B Kies F P B Kies BPF Sonnenuhr K P T B K P P F Schachtring D S BPF BPF h p sA Asph RK
- 46 9. 6 69.24 6 6 9 9 .1 .0 3 9 69 D . : 1 6 7 9.15 69 6 . 9 0 . 4 08 69. 6 0 9 2 .21 69.19 F 69 6 .1 8 6 .95 D:69.12 68.87 68.99 68.98 6 8 * .94 9 68.85 K 1 i 1 es F P B F P B * 15 17 19 21 * 23 25 27 1 7 9 468.17 0B et 68.12 68.26 74 2 7 69.39 69.26 P B 5 7 1 3
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26.96 1 7 0 4 1 1 7 0 4 01 6 1 95.96 06.96 84.96 05.96
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4 3 1 74 1275 1899 74 112 74 13 1895 183 26.96
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.8 8 6 9 7 6 .9 7 5 .8 6 3 7. 6 9 7 5 6 . 8 7 D . 2 1 6 : 7 6 7 7 . 6 7 D .8 9 8 : 2 67.8 D 6 :68.1 1 4 7 7 4 3 67.78 67 6 .7 7 6 9 . 8 7 . 4 14 70 67 6 .6 7 0 .78 67.67 68.14 D:67 6 . 7 6 D . 2 6 : 6 4 6 7 8 7 . . 5 0 1 9 6 D:6 6 6 7 7 7 . . 5 4 . 1 3 3 5 7 9 7 4 2 68.1 D 0 6 :6 7 D 7 .5 . : 5 6 7 5 7 D . 6 : 5 6 7 0 8 . 6 3 . 7 0 3 . 3 44 72 D: 6 6 7 7 . . 4 5 5 0 67.4 1 6 0 1 .86 7 6 . 7 3 . 5 27 6 49.7 7 6 .40 6 39.76 7.5 6 4 7.7 6 7 6 7 7 .2 . 6 2 6 7 6 9 . 7 6 . 0 11 6 6 6 7 7 7 . . . 2 1 3 4 0 8 6 6 7 7 . 6 1 . 7 7 8 . 2 0 1 0 7 7 6 4 D 7 4 : . 6 6 6 9 7 7 7 6 . . . 0 0 0 8 1 6 66.92 67 6 . 7 0 6 . 1 3 6 6 3 6 .7 .8 6 9 8 6.7 6 4 6.76 66.88 D:66.77 1 7 8 6 6 6 4 6. . 1 5 7 6 6 6 S 6 6 t . e 4 6 B . 5 i 9 o n 0 l z m 6 e 6 6 i 6 n t . 6 4 7 . 6 4 . 3 4 D 3 :66.40 6 60 6 .76 .73 27 D .66 :6 D 6 : . 6 1 6 6 6 3. 5 6 5 6 .5 6 .9 8 6 90 4 . . 76 33 66 5 6 D 6 8 . .6 1 6 6 6 :6 7 . . 0 6 3 1 . 1 20 66.11 D D :66 :6 .1 6 2 D .1 :6 7 6.1 6 8 6.87 D D : : 6 6 6 6 . . 0 6 2 6 6 0 .05 22 66.90 66.20 66. 6 0 6 6 .1 G 8 6 m r 6 u . 2 0 e R n 0 1 o s d D k s w : : 6 6 s 6 7 a t . . 9 e 1 s 8 4 l s le e U r 6 - 6 m e .9 S x r 4 a D in k g t 6 m B 6. a 1 e 2 6 7 u s 5 6 D 0 w . s 6 9 :6 . b 6 9 2 e 6 6 6 2 a 6 r . . 1 k 0 . r 1 0 6 5 ! 5 3 n .9 ic 9 ht 66 6 . 6 3 . 6 24 8 7 4 10 7 1 4 0 66.62 66.34 66.64 66.34 66.20 65.75 66.43 28.56 49.56 66.20 66.28 65.63
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S R422-D 67.50 A R422-S 64.87 T = 2.63 m e ß a r t S - k D N 200 Stz n S S423-D 67.50 a A S423-S 65.94 r F B T = 1.56 m - . r D 0 0 2 N D B 0 0 4 N z tS 0 0 2 N S S5330-D 68.00 DN 400 B D D A S5330-S 65.73 36.21 m DN 250 Stz T = 2.27 m 11.48 m DN 150 Stz 45 1 ° 1° DN 1000 B-3.11 m DN 200 B D S T A N 1 = S S 8 4 4 2 3 .2 1 1 0 .2 8 6 6 0 4 - - m D B S m 6 68 4. .2 97 1 DN D N 4 0 2 0 0 0 B - S 3 t 2 z . - 3 3 2 4 . m 97 m S S420-D 67.53 DN 200 Stz D -3 N 2 . 2 7 0 1 0 m Stz 7.35 m DN 400 B-48.35 m DN 2 5 5 . 0 8 6 S t m z S T A = R R 4 4 1 2 2 .3 5 5 1 - - D S m 6 66 4. .1 84 5 D N S T A 2 = R R 50 4 4 1 S 2 2 .2 t 8 8 z 2 - - D S m 6 64 6 . . 9 1 5 7 A S420-S 65.23 1.91 m DN 700 B D D N 3 N 0 1 1 . 2 2 5 0 . 9 6 0 0 3 0 m B m B 31.38 m DN 200 Stz-39.85 m S T A = R R 4 4 2 1 1 .7 8 8 8 - - D S m 6 6 5 7. .0 82 4 T = 2.30 m S Z T A = S S S 4 4 4 2 2 2 2 .2 3 1 1 0 - - - S D S m 6 6 6 5 5 7 . . . 9 3 5 1 5 5 DN 200 Stz S Z R 4 2 4 - - D S 6 6 6 5 . . 7 1 7 8 D N 400 B A DL DN 250 Gfk S R417-D 68.16 DN 200 Stz T A = R 4 2 2 .1 4 0 -S m 64.67 -20.34 m D1.2 Z R415-S 65.71 3.85 m DN 300 Stz 7.13 m DN 200 Stz-51.94 m S T A = R R 4 4 2 1 1 .2 5 5 5 - - D S m 6 65 8. .9 23 8 T Z A = R 4 2 1 . 9 7 5 - - S S m 6 6 5 5 . . 2 8 1 7 S A S S 4 4 1 1 9 9 - - D S 6 65 7 . . 0 8 4 6 S Z A R R R 4 4 4 2 2 2 5 6 6 - - - S D S 6 6 6 4 6 4 . . . 6 4 6 6 0 0 T = 2.82 m T = 1.80 m U S R413-D 68.57 A R413-S 66.33 15° T = 2.24 m AV DN 400 B 30° ? S S414-D 68.62 S R412-D 68.80 12.04 m A R412-S 66.68 A S414-S 64.73 S DLS9-D 66.58 T = 2.12 m T = 3.89 m Rok 65.19 A DLS9-S 64.55 T = 2.03 m
DN 200 Stz S R427-D 66.20 DN 300 B A R427-S 64.37 T = 1.83 m eßartsstiehierF
Lindenweg Anschluss Blatt 4.1
Station Lindenweg 2+000.000 2+050.000 Knoten 5 m e 2 ß 9 .9 a 5 r -B t 0 S 0 7 - N k g D n e a w r F n
- e . r d 0+300.000 D n i L S M379-D 69.53 A M379-S 65.90 T = 3.63 m
PE-HD 180 x 16.4 SDR 11
m 0 6 .2 6 -B 0 0 7 N D
0+350.000
S M380-D 69.85 A M380-S 65.70 T = 4.15 m
0+400.000 m 9 7 .7 5 -B 0 0 7 N D
Zeichenerklärung :
Versorgungsleitungen (geplant) Medien (vorhanden) Knoten 8 S M381-D 69.41 A M381-S 65.71 TW-Versorgung WAZV Regenwasser-Kanal T = 3.70 m TW-Versorgung WAZV Schmutzwasser-Kanal (WAZV) PE-HD * Verlegung mittels Bohrspülverfahren 180 x 16.4 SDR 11 HA TW abgestimmt/nicht abgestimmt Mischwasser-Kanal (WAZV) Trinkwasserversorgung (WAZV) ADL DN 250 Gfk (WAZV)
Beschriftung Kanal Beschriftung Schacht 0+450.000 DN 200 Stz - 32.00m - 5.0‰ Schachtbezeichnung S SW001-D 59.40 Deckelhöhe Gefälle A SW001-S 56.79 Ablauf Sohlhöhe Haltungslänge T = 2.61 m Schachttiefe Material Rohrnennweite S M383-D 68.71 m A M383-S 64.91 Symbole 0 0 T = 3.80 m .6 6 S M388-D 68.08 Flurstücksgrenze -B 0 Abschlagsbauwerk A M388-S 64.73 S M387-D 67.62 0 7 M390 / M391 S M389-D 68.62 T = 3.35 m A M387-S 64.44 Baumbestand N S D1-D 68.69 A M389-S 64.71 T = 3.18 m D S D2-D 68.79 T = 3.91 m 10745 Flurstücksnummer Z S1-S 64.90 T Z S = 2 3 - . S 8 9 6 4 m .85 DN 750 B-49.21m-5.90/00 1 P 8 E 0 - H x D 16.4 SDR 11 Standort Beleuchtungselement S M382-D 68.78 S M393-D 68.71 DN 750 B-42.53m--0.50/00 Abriss/Rückbau A M393-S 64.88 A M382-S 65.05 0+650.000 0+700.000 S M386-D 67.08 T = 3.73 m T = 3.83 m 4.1 DN 750 B-24.48 m-6.90/00 Kno 9 ten Dr.-Frank-Straße DN 650 B-50.47m-9.70/ T A = M 3 3 . 8 1 6 3 - S m 63.95 4.2 DN 700 B-14.20 m 00 r a ß e 0+500.000 St S M392-D 68.70 r e A M392-S 64.90 h T = 3.80 m D N u rt S A M M 3 3 9 9 4 4 - - D S 6 6 4 8. .6 77 7 2 5. 5 8 m 0+550.000 0+600.000 650 B-42.67m -9.60/ 00 G ä n s ef Nr. Art der Änderung Datum Zeichen T = 4.10 m Stz- 0 S M385-D 66.12 0 3 S M395-D 68.74 D N DN 650 B T A = M 2 3 . 8 5 5 8 - S m 63.54 4.73 m Z M394-S 64.69 A M395-S 64.62 T = 4.12 m S M385a-D 66.20 Knoten A M385a-S 63.26 Station Dr.-Frank-Straße 10 DN 400 STZ 0+747.930 T = 2 S .9 ch 4 la m mmfang S M384-D 66.18 Z -S 63.26 B Z -S 63.10 0 0 A M384-S 62.78 4 N T = 3.40 m D