100 m - baubeschränkungszone - bab 1 40 m - …...ok ff 283.00 m+nn t~1.50m 279.00 279.00 278.85...
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- 100 m - Baubeschränkungszone - BAB 1 40 m - …...OK FF 283.00 m+NN t~1.50m 279.00 279.00 278.85 278.85 Ø1000 Ø1000 Ø1000 Ø1000 Ø1000 D 282.70 S 278.73 Ø1000 Ø1000 Ø1000 Ø1500
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GARAGEN 11 Stk. 3,00 x 6,00 m MÜLLCONTAINER Tor für Sprinter OK FF 280.20 m+NN OK FF 280.20 m+NN 283.00 283.00 282.35 280.20 279.00 280.10 5.50%-> 279.35 280.14 <-0.94% LÖSCHWASSER FÜR SPRINKLERANLAGE D = ca. 12,00 m H = ca. 10,00 m <-2.53% 282.03 282.75 HB 12/15/30 281.96 278.85 278.85 279.00 280.01 <-3.00% 280.20 280.01 <-2.54% 281.94 278.96 6.96%-> SE 280.06 280.01 8.46%-> <-8.38% 282.13 281.69 282.85 282.15 282.85 280.06 t~2.95m <-1.50% 1.50%-> Raucher <-3.12% 280.14 280.20 280.20 276.30 279.32 innenliegender Absturz - h~3,10m 278.20 279.73 281.43 282.58 279.38 279.00 278.77 282.17 279.24 281.67 6.13%-> 279.00 282.47 <-3.49% <-3.46% 4.55%-> OK FF 276.20 m+NN AUSSENTERRASSE OK FFB 283,00 ü.NN. 282.02 283.00 283.00 283.00 3,00m 5,00m 5,00m 3,00m 11,00m 11,00m 282.95 280.20 280.10 281.31 280.00 281.47 282.85 281.36 <-3.86% 280.83 <-5.49% 281.47 Asphalt <-6.03% 280.48 278.55 1.86%-> <-6.03% 280.20 1.90%-> 2.63% <-2.55% 9HUVLFNHUXQJV XQG 5FNKDOWHP|JOLFKNHLW IU EHUVFKVVLJHQ $EIOXVV GHU 'UlQSIODVWHUXQJ 277.61 3.63%-> 279.86 <-1.95% 276.97 278.83 279.00 278.10 <-0.89% <-6.67% Beton 'UlQ3IODVWHU 'UlQ3IODVWHU 'UlQ3IODVWHU 278.06 Podest Gebäude für Pumpenan- lage & Alarmventilstation & Druckluftwasserbehälter 6,00 x 10,00m 278.96 279.00 280.20 279.00 15.00m 3.66%-> 5.77m 4.53%-> 279.59 <-4.49% <-0.99% 4.50%-> 3.32%-> 3.00%-> 282.25 2.00%-> <-2.00% 282.85 280.20 282.80 HB 12/15/30 282.30 2.00%-> 1.50%-> 1.50% Sprinterrampe 276.20 TB 10/30 Winkelstützen (50 - 160cm) 281.98 Schotterrasen <-3.49% Winkelstützen (40 - 280cm) 282.32 282.30 283.00 283.00 283.00 282.65 0.99%-> 8.73m 2.00%-> 6.00m 6.00m 6.00m 6.00m 6.00m 5.00m 20.00m 17.00m 3.00m 282.22 279.00 282.10 277.30 278.56 279.20 278.61 3.61%-> <-1.44% 277.10 276.00 <-3.19% 3.65%-> <-7.41% OK FF 276.20 m+NN OK FF 280.20 m+NN OK FF 276.20 m+NN OK FF 280.20 m+NN 282.75 282.40 285.16 <-6.00% 281.13 281.85 284.86 281.90 284.62 283.47 282.51 282.54 282.52 282.62 283.20 284.25 283.44 <-4.78% <-4.54% <-4.54% <-4.97% <-4.97% <-2.19% 9HUVLFNHUXQJV XQG 5FNKDOWHP|JOLFKNHLW IU EHUVFKVVLJHQ $EIOXVV GHU 'UlQSIODVWHUXQJ GXUFK Bodenprofilierung (Muldenausbildung) 9HUVLFNHUXQJV XQG 5FNKDOWH P|JOLFKNHLW IU EHUVFKVVLJHQ $EIOXVV GHU 'UlQSIODVWHUXQJ 9HUVLFNHUXQJV XQG 5FN KDOWHP|JOLFKNHLW IU EHU VFKVVLJHQ $EIOXVV GHU 'UlQSIODVWHUXQJ Feuerwehr- Schleppkurve 6.18m t~4.63m t~4.49m t~4.36m t~1.37m t~1.81m Ø150 PP 26m VD01 Ages = 137m 2 [50%] [Qr,1 = 2,67 l/s] Ø100 VD01 Ages = 137m 2 [50%] [Qr,2 = 2,67 l/s] Ø100 Ø150 PP 5m Ø150 PP 8m VD02 Ages = 50m 2 [Qr = 1,95 l/s] Ø100 DF04 + DF05 Ages = 3.060m 2 [Qr = 119,28 l/s] Ø300 DF01 Ages = 225m 2 [50%] [Qr,1 = 4,39 l/s] Ø100 DF01 Ages = 225m 2 [50%] [Qr,2 = 4,39 l/s] Ø100 Ø400 B 13.00m 9.230/00 Ø150 PP 3m Ø300 PP 15m Ø600 Ø150 PP 3m Ø150 PP 18m VD03 Ages = 7m 2 [Qr = 0,27 l/s] Ø100 DF14 Ages = 605m 2 [Qr = 23,54 l/s] Ø150 DF13 Ages = 132m 2 [Qr = 5,15 l/s] Ø100 DF02+DF12 Ages = 570m 2 [Qr = 22,21 l/s] Ø150 DF06 Ages = 2.120m 2 [Qr = 82,64 l/s] Ø250 DF07 Ages = 1.500m 2 [Qr = 58,47 l/s] Ø250 DF15 Ages = 201m 2 [50%] [Qr,2 = 3,92 l/s] Ø100 DF15 Ages = 201m 2 [50%] [Qr,1 = 3,9 l/s] Ø100 DF08+DF09 Ages = 3.000m 2 [Qr = 116,94 l/s] Ø300 DF10 Ages = 1.500m 2 [Qr = 58,47 l/s] Ø250 DF16 Ages = 60m 2 [Qr = 2,33 l/s] Ø100 DF11 Ages = 1.900m 2 [50%] [Qr,1 = 37,03 l/s] Ø200 DF11 Ages = 1.900m 2 [50%] [Qr,2 = 37,03 l/s] Ø200 D 282.25 S 279.30 t~3.97m D 283.05 S 278.95 D 282.00 S 278.61 Ø200 PP 70.00m 5.000/00 Ø300 PP 8m Ø300 B 25.00m 8.800/00 Ø400 B 32.00m 8.130/00 Ø400 B 16.00m 11.880/00 Ø600 B 20.00m 3.500/00 t~4.45m D 280.43 S 278.35 S 278.56 D 280.15 S 278.65 S 278.28 D 280.00 S 278.40 D 279.24 S 277.74 Ø300 B 22.00m 30.000/00 Ø400 B 20.00m 10.000/00 Ø300 B 21.00m 2.860/00 Ø400 B 33.00m 3.330/00 D 278.35 S 274.90 D 277.40 S 274.90 S 277.54 S 274.79 Ø1200 Ø200 PP 26m Sickermulde AUSL10 - 1 As 1 = 339,7m 2 Vist 1 = 101,9m 3 h Wsp = 0,30m Sickermulde AUSL10 - 2 As 2 = 365,9m 2 Vist 2 = 109,8m 3 h Wsp = 0,30m Sickermulde AUSL10 - 3 Sickermulde AUSL13 As 3 = 609,1m 2 Vist 3 = 182,7m 3 h Wsp = 0,30m Sickermulde AUSL13 As = 368,7m 2 Vist = 110,6m 3 h Wsp = 0,30m Sickermulde AUSL16 As = 236,8m 2 Vist = 71,0m 3 h Wsp = 0,30m HUI 6LFNHUIOlFKH $86/ $86/ $86/ As erf. gesamt = ~1.900m2 As ist gesamt = 339,7m 2 + 365,9m 2 + 609,1m 2 + 368,7m 2 + 236,8m 2 = 1.920,2m 2 V erf. gesamt = ~560m 3 V ist gesamt = 101,9m 3 + 109,8m 3 + 182,7m 3 + 110,6m 3 + 71,0m 3 = 576,0m 3 S ~278.00 S ~277.00 S ~276.00 S ~276.00 S ~274.80 S ~274.00 Auslaufbereich mit Störsteinen sichern Muldenüberlauf ausbilden Muldenüberlauf ausbilden Muldenüberlauf ausbilden 26m2 29m2 27m2 24m2 23m2 26m2 11m2 8m2 10m2 7m2 7m2 8m2 26m2 1m2 5m2 Sickermulde 1 As = 5,0m 2 Vist = 1,25m 3 h Wsp = 0,25m Sickermulde 2 As = 1,0m 2 Vist = 0,25 3 h Wsp = 0,25m Sickermulde 3 As = 26,0m 2 Vist = 6,5m 3 h Wsp = 0,25m Sickermulde 4 As = 8,0m 2 Vist = 1,6m 3 h Wsp = 0,20m Sickermulde 5 As = 7,0m 2 Vist = 1,75m 3 h Wsp = 0,25m Sickermulde 7 As = 10,0m 2 Vist = 2,5m 3 h Wsp = 0,25m Sickermulde 6 As = 7,0m 2 Vist = 1,75m 3 h Wsp = 0,25m Sickermulde 8 As = 8,0m 2 Vist = 2,0m 3 h Wsp = 0,25m Sickermulde 9 As = 11,0m 2 Vist = 2,75m 3 h Wsp = 0,25m Sickermulde 10 As = 26,0m 2 Vist = 6,5m 3 h Wsp = 0,25m Sickermulde 11 As = 23,0m 2 Vist = 5,75m 3 h Wsp = 0,25m Sickermulde 12 As = 24,0m 2 Vist = 6,0m 3 h Wsp = 0,25m Sickermulde 13 As = 27,0m 2 Vist = 6,75m 3 h Wsp = 0,25m Sickermulde 14 As = 29,0m 2 Vist = 7,25m 3 h Wsp = 0,25m Sickermulde 15 As = 26,0m 2 Vist = 6,5m 3 h Wsp = 0,25m 281.88 OK FF 283.00 m+NN t~1.50m 279.00 279.00 278.85 278.85 Ø1000 Ø1000 Ø1000 Ø1000 Ø1000 D 282.70 S 278.73 Ø1000 Ø1000 Ø1000 Ø1500 Ø1000 Ø1000 Ø1000 Ø1000 Auslaufgitter DF03 Ages = 795m 2 [Qr = 30,99 l/s] Ø200 S 281.27 Ø 200 PP 8m Asphalt Betonschlitzrinne Betonschlitzrinne Betonschlitzrinne SE 279.18 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 16/16/14 16/16/14 16/16/14 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 TB 8/25 Blockstufen 100/30/17 Hallenneubau 1. BA 16/16/14 HB 12/15/30 16/16/14 HB 12/15/30 HB 12/15/30 16/16/14 HB 12/15/30 16/16/14 HB 12/15/30 16/16/14 HB 12/15/30 16/16/14 HB 12/15/30 16/16/14 HB 12/15/30 16/16/14 HB 12/15/30 16/16/14 279.12 SE SE SE SE SE 285.03 284.82 279.80 279.80 Winkelstützen (120 - 280cm) 280.87 279.30 278.99 G 278.95 G 278.89 G 279.11 G 279.24 G 279.42 G 279.85 G 280.99 %HUHLFK HLQHU :HUEHIOlFKH 6WHHOH PLW HLQHU ]XOlVVLJHQ +|KH ELV P EHU *HOlQGH t~4.10m t~3.39m t~2.08m t~1.50m t~1.60m t~1.50m t~3.45m t~2.50m 2. BA 2. BA 2. BA Ø150 PP 7m Ø200 PP 12m Ø150 PP 18m Ø150 3m Ø150 PP 5m Ø150 PP 2m Ø 150 PP 10m Ø 150 PP 9m Ø 150 PP 1m Ø 150 PP 4m Ø200 PP 8m Ø200 13m Ø200 PP 8m Ø1000 Ø1000 Ø1000 Ø150 PP 8m Ø 150 PP 8m Ø150 PP 6m Ø250 PP 9m Ø300 PP 12m Ø150 PP 3m Ø150 PP 17m Ø150 PP 9m Ø150 PP 4m Ø250 PP 5m Ø150 PP 16m Ø200 PP 5m Ø200 PP 7m Ø150 PP 9m Ø250 PP 13m Ø150 PP 9m Ø150 PP 13m Ø600 t~2.34m Bestand ~4.75 Bestand ~7.30 ~2.80 ~2.60 ~2.45 ~7.50 ~2.75 ~2.35 ~2.60 ~1.45 Bestand 1 5 6 13 274.80 max. Wsp. 275.60 275.90 RKBoD Fahrräder Terrasse Terrasse gepl. Anlieferung gepl. Lärmschutzwand Eingang 01 Eingang 02 Parkplatz Backshop Tr = 286,85 Fi = 287,60 283,75 283,75 283,40 284,00 284,50 283,40 283,00 284,25 283,25 OKFF = 283,25 m ü. NN. 282,15 283,25 Backshop Pumpenhaus T. Bach Bach 57 P+R - STELLPLÄTZE 1 16 17 23 24 30 31 36 37 48 49 57 WSZ II 40 m - Bauverbotszone - BAB 1 100 m - Baubeschränkungszone - BAB 1 40 m - Bauverbotszone - BAB 1 100 m - Baubeschränkungszone - BAB 1 Stadt Wermelskirchen Tiefbauamt Bemerkungen: 0DVWDE Anlagennr.: gemessen gez. JHSO JHSUIW Datei: Plannr.: %ODWWJU|H Projekt-Nr.: Amtsleitung: Sachbearbeiter: BP Nr. 86 Autobahnohr in Wermelskirchen / Gesamt Entwurfsplanung Lageplan 1:500 LP-1000h LP-500 Eve / 01.08.18 Ebb / 01.08.18 [email protected] WWW.ISAPLAN.NET TELEFON 02171/36 355 -0 INGENIEUR GMBH VERKEHR STRASSE WASSER BERATUNG VORABZUG ZWISCHENSTAND 01.08.2018
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OK FF 280.20 m+NN
OK FF 280.20 m+NN
283.00
283.00
282.35
280.20279.00
280.10
5.50%
->
279.35280.14
