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Lageplan Kanalsanierung

Anlage · 12.10.2021 · PDF ansehen · Originaldokument im RIS ↗

Anmelden zum Merken und Verfolgen
St. Peter

Maschinell extrahierter Text. Verbindlich ist das Originaldokument.

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E h e m a n n s t r a ß e 6 2 3/ 2 8 3 6/ 4 5/54 I I I 7 I I I 5 I I 1 3 IV 1 8 V 1 4 V II 21 V I 11/32 7 VI 6 I V B r e i t s c h e i d s t r a ß e V 5 62/04 V 9 1 2 2 V I 2 8/ 3 25 V 03/64 2 4/ 2 14/54 41/52 e ß a r t S r e g r e b s r e l l A Marientunnel 31 V 33 IV 35 IV 5/54 25/54 7 1 22/54 6 8 e ß a r t s f o h n e k c o l G Scheurlstraße 01 21 VI a02 62 S II c h e u rls tra ß e SS rr ee zzttaallpprreettttiiRR gg rr uu bb ss ee nn ßß ee aa ee ßß rr gg aa tt ss ee rr nn RR tt ss nn nn aa hh mm öö ee KK hh EE ee ßß aa rr tt ss rr ee ll pp ee KK eee ee ßßß ßß aaa MMaarriieennttuunnnneell eeßßaarrttssllrruueehhccSS aa rr rrr ttt sss tt ss hhh nn ccc ee uuu ss aaa ee rrr ttt ii SSS ww ll ee ee ßß dd aa nn ee rr ii FF aa ßß tt ss rr dd tt SS ii ee ee ee rr hh ßß gg cc rr aa ee ss rr ss bb tt ii tt rr ee ss ee nn hh öö KK eeßßaarrttssllrruueehhccSS AA ll ll rr BBeßartsdiehcstierB 48 0 , 4 6 , 0 4 3 03 11,503 40,903 45,703 55,013 84,703 94,703 305,91 303,65 25 4 ,9 7 0 ,5 3 03 31 3 0 0 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45,603 97228743 306,24 303,82 12,703 22,703 307,25 30029743 81029743 02029743 01029743 31029743 39428733 18228743 08228743 00108743 07228743 48228743 96228743 58228743 86228743 B 0 5 0 1 B 0 0 3 N D 82029733 10029743 88228743 B 0 0 2 N DN 400 GFK D 27228743 89,903 36,603 /0 0 7 IE Z T S N 400 D P D N 0 P 800 N 3 0 D DN 600 STZV 40029743 B T S 0 0 0 1 N D S TB renilhcualhcS renilhcualhcS 36449743 34792015 Schacht Ø 1200 308,03 M15 304,15 DN 600 zu/ab 34792014 Schacht Ø 1200 34792011 308,78 Schacht Ø 1200 M13 304,84 DN 300 zu 309,49 304,53 DN 600 ab M11 305,58 DN 300 zu/ab 305,48 DN 400 zu 305,16 DN 600 ab 34782276 Schacht Ø 1200 309,69 M8 306,96 DN 400 zu 305,87 DN 400 ab 34782275 2 Schacht Ø 1200 0 2 0 309,81 EI 700/1050 B 3 4 7 9 6 1 DN 600 B 5 9 5 6 5 5 DN 600 B DN 5 2 300 STZV 4 9 4 8 M7 3 3 0 0 6 6 , , 1 1 7 5 D D N N 4 4 0 0 0 0 z a u b 3 S 4 ch 7 a 8 ch 2 t 2 Ø 7 1 4 200 EI 700/1200 B BB 44 6 2 6 0 5 8 DP 5 7 H 1DN 5 4 600 STZV 5 3 5 1 5 0 4 7 DN 4 6 6 D 0 N 0 B 600 STZV S T Z V 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00 zu/ab 2 6 D N 400 S TZV M... 3 S 3 3 0 0 c 3 8 5 h 8 , , a 5 8 5 c 2 8 h 9 t 6 gr 2 ö 7 ße neu geplanter Schacht M... 3 3 S 3 0 0 c 3 8 5 h 8 , , a 5 8 5 c 2 8 h 9 t 6 gr 2 ö 7 ße zu sanierender Schacht 3 VI 5 11 13 V IV 25V 23 V 21 9 11 V V6 3 6 a4 I V 1 4 6 0 5 8 I V I V 3 3 V 2 a V 1 3 9 5 1 6 IV VI VI H s N r 5 . 0 H s N r 6 . 2 I I 9 4/54 74/54 42/64 72/64 82/64 4/54 21/64 31/64 51/32 2/24 24 8/44 71/32 43/64 27/32 56/32 53/64 z t a l p f f o l e d i e H 32/64 1 2 V III 17/32 V 3 2 3/ 1 2 2 3/ 1 3 1 2 I I 71/83 76/32 66/32 307,20 ee 303,99 ßß ee ßß aa rr aa tt rr ss tt ff ss oo nn hh ee nn ee ss ee ßß ee kk aa ii cc ww rr oo ll SS tt GG ll ee dd rr ee nn gg ii rr FF ee bb ss rr ee ll ll AA 72 8 , 8 9 , 0 5 3 03 30 3 8 0 , 4 0 , 0 19 63 2 , 0 9 , 0 6 3 03 7 5 23 1 ,0 6 1 ,7 3 03 3 3 1 0 0 6 ,0 ,8 9 4 Z T S renilhcualhcS m 12,04 B 0 0 5 N D 0 0 6 N D Schlauchlin 3 e 0 r ,28 m D N 3 0 0 B Z T S B 0 0 3 N D m 45,65 renilhcualhcS 30,403 1 4 ,6 0 3 3 0 6, 5 4 66,703 98,603 307,39 B 003 ND 83,703 15,013 20029733 10029733 71029733 22029733 32029733 21428733 62428733 90528733 71428733 81428733 51428733 Z T S 0 0 3 N D B 0 0 2 N D B 0 0 3 N D 10428733 44428733 B 0 0 3 N D S 3 3 c 0 0 h 9 5 a , c , 4 5 h 3 1 t Ø 1 D 5 N 00 300 zu M10 3 S 4 ch 7 a 8 ch 4 t 0 Ø 4 1 1 500 M5 M... 3 3 S 3 0 0 c 3 8 5 h 8 , , a 5 8 5 c 2 8 h 9 t 6 gr 2 ö 7 ße s a t b il z lz u u b le re g c e h n e d n e d r e b r z S w c . hacht 3 3 3 0 0 0 5 5 4 , , 5 , 1 9 1 6 6 D D D N N N 3 5 6 0 0 0 0 0 0 z z a u u b 3 3 3 1 3 0 0 0 0 6 6 , 6 , 1 , 4 , 4 6 3 9 6 6 D D D N N N 5 4 5 0 0 0 0 0 0 z z a u u b 33782508 Stutzen . . . . . . . . a . . . . n Mischw n H u S a i n t a c s r b h u a s e t s ß e k e a e r a k n n n a n t z e w n n u n a t ä s t e l w s c s N h ä e l s u ie r s t u z s e n u s r g e u n n n g (a d g ( n e p ( z r a r ü u S n f s z e t c u u n h t s ) z l c i e e h n s li s e e ß n e d n e d r e S r t S ut t z u e tz n e ) n) B D . 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H... s A ( ( S S c u h e e fs w p p c t t e e e h r m m l e u b b s R s e e a b r r m o 2 2 h 0 0 m r 1 1 u s 1 1 n o ) ) g n e d n ierung Schacht Ø 1200 M1 2 1 Stutzen rechts in Fliessrichtung 3 3 1 0 0 7 , , 4 0 8 1 D D N N 4 3 0 0 0 0 a a b b 3 Fliessrichtung S S in t t u u F t t l z z ie e e s n n s r l i i m i n c k h S s tu c i n n h g e F it l e ie l ssrichtung 307,00 b4 47/32 86/32 Guttenbergplatz 44/64 ee 308,09 9 0 ,0 1 3 ,6 0 3 304,43 0 0 4 N D 82,603 64,403 21,603 15,603 29,603 306,04 B 004 ND 82 5 4 7 5 I 3 5 03 VI 6 0 94/54 72/84 62/84 9/44 3/54 e 61/32 96/32 Heideloffstraße V ßß aa rr tt ss dd eeßßaarrttssffffoolleeddiieeHH 93,903 50,603 3 0 9, 6 5 3 0 6, 2 7 3 0 9, 8 4 3 0 6, 3 9 63 1 , 9 0 , 1 6 3 03 25,903 01,603 03 62 9,6, 00 33 B 004 ND B 003 ND B 003 ND m83,73 m74,03 m72,43 renilhcualhcS renilhcualhcS renilhcualhcS renilhcualhcS B 004 ND 70,603 B 004 ND 29,603 m23,23 renilhcualhcS 12029733 72029733 30428733 91428733 Adolf-Braun-Straße 33 90429 Nürnberg sun@stadt.nuernberg.de www.sun.nuernberg.de I 21 IV41 IV 61 IV I 22 IV 5 5 5 2 VI 5 8 I 1 IV 01 IV 0 V I 23/84 52/84 62/34 5/54 37/32 ß e a ß r t a S 6/32 ii ee hh cc ss tt ii ee 309,96 306,80 Z T S 0 0 6 N D renilhcualhcS m 11,52 B 0 0 3 N D 3 0 0 B B 0 0 3 m 64,61 renilhcualhcS 62029733 52029733 11428733 41428733 Planbezeichnung Gebietssanierung O 10. 0 Glockenhof Los 3/Scheurlstraße Status Plan Nr. Änd.Nr. I 81 I V 5 1 IIV I I a 5 2 3 5 I V VI VI 9 I I II II II II II II III IIV 02 IV 1 62 5 5 4 I 9 4 8 V I 4 a 42/84 32/84 82/84 92/84 3/24 16/34 8/54 4/34 4/84 3 3/34 2/34 52/34 9/34 41/34 51/34 01/44 7/44 21/54 r r t s e f g o r h e b n s e r g e l l a l A G III 5 6 rr ßß ee aa ßß ee BBeßartsdiehcstierB aa rr tt rr ss tt SS ff oo 30 3 8 0 , 4 4 , 1 40 gg ee rr nn hh ee rr ee gg bb ll aa ss rr GG ee ll ll AA 309,90 306,77 3 3 1 0 0 6 , , 1 5 9 7 03 8 , 7 0 , 1 6 3 03 309,84 306,75 B renilhcualhcS m 90,06 0 0 5 N D EI 7 0 0/ 1 0 5 0 B 73,90 m Schlauchliner Z T S B 0 renilhcualhcS B 003 ND renilhcualhcS B 003 ND D N N D 08,603 65,603 81,013 61029733 09428733 40428733 3342 02428733 86428733 renilhcualhcS m 72,23 B 0 0 3 N D Maßstab 1:500 Lageplan Kanalsanierung Projektnummer 95700.207 und 95700.057 Konstruktion Lidzba Nürnberg, den 23.08.2021 Planung Müller 09 11 / 2 31-1 42 11 Stadtentwässerung und Umweltanalytik Nürnberg christian.mueller@stadt.nuernberg.de gez. Müller Werkbereich Stadtentwässerung Abwasserableitung Zwengauer 09 11 / 2 31-45 28 Bauleitung Kanalbau werner.zwengauer@stadt.nuernberg.degez. Zwengauer i.A. Kanalakte 800-22-01:0131 Bd. 005 0 6 B renilhcualhcS 134 Vergabeakte 800-22-01/0-3330-001 21 VI 44/5 N D 3 0 0 0 0 3 m 07,03 23 Akte Betriebsanleitung Betriebsanleitung gez. Pfeifer N
8 24 I V ee ßß aa 7 rr 5 5 9/44 VI tt 4 ss dd 91 b4 Adolf-Braun-Straße 33 90429 Nürnberg sun@stadt.nuernberg.de 3/54 www.sun.nuernberg.de
ii 309,96 ee 428733 hh 306,80 Gebietssanierung cc 5 5 5 VI B 0 0 m 64,61 renilhcualhcS ss tt ii Glockenhof Los 3/Scheurlstraße 2 3 ee N a 3/24 D rr BBeßartsdiehcst 0 Planbezeichnung
O Status 10. 0 5/54 Plan Nr. Änd.Nr.
Maßstab 1:500
1/44 ierB II 024287 Lageplan Kanalsanierung 309,90 306,77 B renilh 5 00
Projektnummer 95700.207 und 95700.057 2
II Konstruktion L 33 idzba II 7/ I 2 1/54 cualhcS 3 3 ND Nürnberg, den 23.08.2021 5 I V 309,84 Stadtentwässerung und Umweltanalytik Nürnberg 306,75 86428733 Werkbereich Stadtentwässerung Abwasserableitung Kanalbau i.A. 8/54 B renilhcualhcS 21 0 0 m 07,03 gez. Pfeifer 3 N
M Planung c I 44 VI üller 09 11 / 2 31-1 42 11 hristian.mueller@stadt.nuernberg.de gez. Müller
41/34 Z Bauleitung w 51/34 wengauer 09 11 / 2 31-45 28 erner.zwengauer@stadt.nuernberg.degez. Zwengauer I
Kanalakte 800-22-01:0131 Bd. 005 134 Vergabeakte 800-22-01/0-3330-001 44/5 Akte Betriebsanleitung Betriebsanleitung
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