[Seite 1]
06,6 05,01 9,54 1385.ac reknabatsniE reknabatsniE 02.1+ eshcA reknA lefatreknA KO lefatreknA Wald Trafo Sohle 0,63; DN150 Schaltkasten Stø 0.55m; Krø 10m Bpl Asphalt Gehölz Bpfl Stø 0.6m; Krø 13m Stø 0.6m; Krø 13m Holzschuppen Garagen 921511423.2 Treppe Stø 0.3m; Krø 7m Aco-Rinne 2.70Hydrant Schacht Stø 0.75m; Krø 14m Treppe 373/611071 Maschinengebäude H-Pfl Stø 0.55m; Krø 10m Grünfl Stø 0.55m; Krø 12m Stø 0.45m; Krø 11m Stø 0.35m, Krø 8m Stø 0.5m, Krø 11m elhossnoitkurtsnoK fpmusnepmuP Tur m Resta Z u u r r a n S t eeschleuse 405.6 473/611071 NNm05,6 gnukcedbA KO 605.6 NNm15,6 gnukcedbA KO 783/61101718N3N/m68171,50 7gn1ukced0bA8 7K.U5 132.6 084/6N1Nm19047,61 gnukced0b9A 4 K.O6 584/611071 605.6 NNm15,6 gnukcedbA KO 884/611071 194/611071 254.3 094/6110713.719 545.3 294/611071 975.3 694/611071 794/611071 846.2 836.2 894/611071 105/611071 875.2 041.3 NNm41,3 gnukcedbA KO 505/611071 698.4 NNm09,4 gnukcedbA KONNm15,4 gnu6kc0e5d2/6b11A1 50 K7.U14 8N0N5m/60111,60 g7n1ukced3bA0 K1U.6 NNm21,69 g0n5uk/6ce1d1bA0 7KU16.116 1070.01106/0534 231/611071 392.6 331/611071 641/611071 758.6 599.6 441/611071 758.6 831/611071235.3 931/611071 141/611071 954.3 243.3 241/611071 293.3 5411/61110971.6 731/6110713.887 341/611180371.3 041/611071 431/611071 179.3 531/611071 850.4 151/611071 3945/6191307.13 984/61015047.13 170.4 631/61719097.13 228.6 651/611071 551/611071030.7 451/6110716B.p9f4l6 900.7 751/611071 309.6 351/611071 109.6 251/6110716.874 851/611071 439.3 161/611071 136.3 Bpfl 061/611071 983/611071 951/61518087.13 126.3 583/61413027.16 253.6 093/611071 853.6 193/61514037.16 170116/379 883/6110716.361 1670.01176/2510 115/61316037.15 673/61812097.15 187.5 170116/512 315/61113087.14 428.4 170116/5144.703 515/611071 170116/516 3.956 715/611071 426.3 3.528 755/61010007.10 1570.71186/7378 773/61214097.15 170116/375 779.5 205/611071490.3 405/6110714.886 305/6110714.928 974/611071 184/6110716.468 284/611071164.6 484/611071384.6 450911 364.6 6.972 160911 06303901.17 95009981.16 6.994 26501921.14 460911 4.203 070911 119073 3.528 635.3 623311 1650/6111007.17 Bpfl Ka4b.e1ls3c6hacht4.14 Kabelschacht Bpfl 871/305081 0.000 381/30050008.10
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Quelle: Auszug aus den Geobasisdaten des Landesamtes für Geoinformation und Landesvermessung Niedersachsen
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3 Bereitstellungsfläche 2
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Nr. Art der Änderung oder Ergänzung Datum Zeichen
Entwurfsbearbeitung: Projekt-Nr.: 2222
SAV Datum: Name: Gezeichnet: Co
Ingenieurbüro W.Grote GmbH Beratende Ingenieure Bearbeitet: Re
Bahnhofstraße 6-10 26871 Papenburg Moorstraße 93 26871 Papenburg
Telefon: 04961/9443-0 Fax: 04961/9443-50 Telefon: 04961/9277-0 Fax: 04961/9277-22 Geprüft:
Lagesystem Gauss-Krüger Zone 2 Stand Kataster
Höhensystem NHN Bestandsvermessung
Papenbur
Stadt Offen für mehr Landkreis Emsland Seeschleuse Papenburg Neubau Binnenhaupt Ausführungsplanung Lageplan Verwertungskonzept Anlage: Blatt Nr.: M. 1 : 500 Index: Aufgestellt: Papenburg, den ......................... Stadt Papenburg in Vertretung: ........................................ PL PA_2222\gnunalpsgnurhüfsuA-50\DAC negnunhcieZ 31\grubnepaP esuelhcseeS tpuahnenniB gnureuenrE 2222\grubnepaP:P gwd.gnutrewrevnedoB