[Seite 1]
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415,68 S S : 4 D E 1 K : : 5 4 4 S , 1 1 0 1 5 6 2 6 , , 6 3 4 9 PE-HD 50x8,4 PVC DN150->
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414,66 414,31 S G G c H H h - - u A A l r r e c c r h h -W i i t t e e in k k z t t e e ( n n P ( ( la F F n u u u n n n d d g a a s m m h e e ö n n h t t e e e n M B ) T e B ns ): a): 0 2 1 9 7 7 . . . 0 0 0 3 5 6 . . . 2 2 2 0 0 0 2 2 2 6 4 5
418,00 416,10 Kabelzugschacht
ngdränage DN100 SP Qr max. = 104,99 l/s e un n g w a D s N s 2 e 5 r- 0 Gr 2 u % ndleitung DN10 Q 0 r max. = 51,59 l/s Qr Stand
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ca. / 413,98 PVC DN200-> MOK / 415,16 414,92 OK / 414,86 F F 413,98
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411,44 a Anpassen sämtlicher Leitungen in der Position. Einarbeiten der Höhen etc. 24.03.2026 LR
S D : K 4 : 1 S 4 2 1 2 . 4 9 9 . 0 81 4,3% 414,60 OK / 414,78 3,1% 414,78 s/l 58,76 ssulfbalessorD 052ND RGWR 004ND R % G 0, W 3 M 2x2 D N 160 413,66 MOK / 4 4 1 1 3 3 , , 6 6 5 5 M
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412,93 412,74 412,66 Gomaringen Schulzentrum Höhnisch 1+3
413,05
413,17 413,04 Steinlach Wiesaz 72144 Dußlingen
413,74 412,83
Bauteil: Bearbeitet: TL
413,74 Leitungsplan BTB Gefertigt: 25.02.2026 gez. LR
413,60
Phase: Ausführuungsplanung Stand: 01.07.2026 gez. LR
413,65
OK / 413,83 Maßstab: 1:200 Projekt Nr.: 23067 Plan-Nr.: 10 Index: c
413,52 OK / 413,83
H/B = 1100 / 900 (0.99m²) Allplan 2025
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