Beschlussvorlage GB (Anlage 3 zu V 300/2017)

RW SB NS MW RW RW SSE R MW MW RW SB SSE WA SB NS R SSE WA SB 65 RW MW km = 0+060.500 h TS = 114.893 T = 10.000 f = 0.007 Ev2 120 MPa RW SB NS MW SB NS Gradiententiefpunkt RW SS WA SB Ev2 120 MPa MW S WA Querneigung Fahrbahn MW SB R SSE WA SB e ck e r t us RW R SSE WA anpassen; dh=+0,01m RW MSP Westnetz Mittelspannung NS Westnetz Niederspannung SB WAS WASSER WASSER WASSER MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP WA SB SB SB NS SB NS SB NS NS SB SB SB SB NS MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP SB NS NS SB SB SB SB SB SB SB SB MSP MSP MSP MSP MSP MSP SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB MSP MSP MSP MSP SB MSP SPP MMS MSP MSP MSP MSP MSP MSP MSP MSP SB MSP MSP SB MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP SB SB MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP SP M MSP MSP MSP MSP MSP SP MSP MSP MSP MSP P MS MSP M MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP NS MSP MSP MSP P MS MSP MSP MSP MSP MSP SB MSP NS NS SB SB SB WA SB WASSER SER WAS SSE R SB WASSER NS WASSER MSP WASSER P WASSER ER MS WASSER WA WAS S NS WASSER SB MSP NS NS WASSER NS MSP P MS MSP WASSER SB WASSER SER WAS SSE R SB WASSER SB WASSER NS WASSER NS NS WASSER NS WASSER ER NS WASSER WA WAS S NS WASSER P MS MSP MSP MSP MSP MSP -1.195 % -1.195 % -1.196 % 9 h TS = 360.66 5 33 8. 08 3+ = km m 0 00 0. H= MSP NS MSP MSP P MSP f = 0.040 T = 8.527 h TS = 360.874 km = 3+071.176 H = 900.000 m MSP P NS -4.00 0% MSP 10.203 m -1.195 % M P NS 2m MSP MSP MSP f = 0.030 T = 5.453 h TS = 360.769 km = 3+056.102 H = 500.000 m 8.772 m 17.159 m MS SP NS 23.20 12.854 m MSP P NS -1.741 % MSP MS MSP MSP +0.700 % -1.481 % MSP MSP 15.074 m 9.754 m MSP MSP Verb MS P MS NS g i=1,00m Verbreiterun nd) (Fahrbahnra MSP A ,50m reiterung i=1 MS 30 m 6.635 m 244 35 m NS MSP P MS MSP NS MSP NS P MS MSP NS MSP NS MSP NS MSP NS MSP MSP MSP NS NS NS NS NS MSP P MS MSP MSP NS NS MSP NS NS MSP MSP NS NS NS MSP NS NS NS NS NS NS NS NS P MS MSP MSP NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS B MSP MSP NS MSPMSP SB NS P MS NS NS NS NS MSP MSP NS NS P MS MSPMSP SB NS P MS NS MSP MS P MSP P MSP MSP MSP NS SP NSM NS P SPP MMS MSP MS MSP MSP MSP vorhandenen Zaun versetzen h TS = 360.9138 km = 3+046.34 H = 0.000 m M SP NS NS NS NS NS MSPMSP SB MSP SB NS P MS MSP NS NS NS NS NS MSP NS NS SB MSP MSP 3+056.348 3+046.348 SP SB SB NS NS M SB MSPMSP MSP SB NSP MS MSP NS NS NS MSP MSP NS NS MSP MSP MS MSP M SP NS MSPMSP MSP SB NS P MSP MS NS NS NS NS NS NS NS NS MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP 3+150 MSP MSP MSPMSP MSP SB NS MS PP MS MSP SB NS MS MSPP MSPSB NSMS MSPP MSP MSP MSP MSP MSP MSP SB MSP 1.47% MSP MSP vorhandenen Zaun versetzen MSP MSP SBMSP NS MS P P MSSB MSP NS MS P MSPSB MSP NSMS P MSP SBP MS NS P MS MSP SB MSP SB NS MSP SB MSPNS MSP P MS SB MSP NS MSP NS P MS P MSP MSSB MSP NS MS MSPP N SB S MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP MSP 3+140.000 SB MSP 6.00 79 SB SB SB SB MSP 243 3+090 SB MSP 3+050 3+060 vorh. Lampe versetzen SB MSP 2.50% 0.01% austrecke 4.50 Beginn der B 3+070 3+100 RW 3+080 WASSER SB SB SB SB SB SB WASSER NS 3+110 RW 6.00 NS NS SB SB SB MSP 150 Drainage DN RW NS NS NS NS 3+160 3+120 SB SB NS 393 3+130 beleuchtungskabel WASSER ER WAS S SSE R SB RW WASSER MSP RW S N WASSER SB RW 3+140 WASSER SB MW MW WASSER SB 243 7 h TS = 360.54 8 53 8. 09 3+ = km m 0 00 H = 0. 2 h TS = 360.44 0 31 7. 10 3+ = km H = 0.000 m f = 0.089 T = 12.623 h TS = 360.289 km = 3+120.164 H = 900.000 m 23.20 2m -4.00 0% f = 0.032 T = 5.647 1 6 T h S = 359.336 5 3. 14 3+ km = m H = 500.000 Westnetz Mittelspannung NS Westnetz Niederspannung 45 h TS = 359.2 00 .0 0 15 3+ = km m 0 0 .0 0 H= WASSER MW 0.85% SB RW MW MW MW MW SB SB RW RW MW SB WASSER ER MW WASSER WA ER WAS S MW MW 2.50% MW MW MW MW MW MW MW MW MSP RW austrecke RW MW MW MW MW MW WASSER WAS S SSE R RW MW MW MW MW MW MW RW MW MW MW MW WASSER WA ER WAS S RW MW MW SB MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW WASSER NS ER WAS S SSE R RW MW RW MW SB MW MW 150 Drainage DN MW SB SB SB SB Ende de2r.75B % RW MW S=3+068.949 H=360.836m RW MW MW SB SB SB SB Versorgungsleitungen Bestand SB WASSER SER WAS SER RW MW A S=3+058.055 H=360.794m RW RW SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB WASSER anpassen; dh=+0,36m WASSER WAS R RW MW B WAS SE ER MW SB RW NS WAS S NS RW SER SB MW Schacht 54973 erneuen: KD = 360.54 Z = 359.03 A = 359.02 t= 1.52m anpassen; dh=+0,02m RW SSE R SB MW NS SB Versorgungsleitungen verlegen anpassen; dh=+0,02m MW NS R SSE WA SB SB NS RW MW e d n E a B r de anpassen; dh=+0,04m RW MW NS Position Bohrprofil und Bezeichnung RW MW NS vorh. Beleuchtungsmast versetzen RW NS Schutzplanke MW R SSE WA SB NS Ev2 45 MPa RW R SSE WA SB RW MW NS SB NS RW SER Gradientenhochpunkt MW 81 Neigungsbrechpunkt mit Angabe von Ausrundungshalbmesser, Ev2 45 MPa ER NS % +1.847 m 59.500 % +1.560 m 25.000 RW MW R SSE WA SB NS H = 6964.068 m RW NS Ev2 45 MPa MW 246 Graben RW MW R SB NS W MW ER ASS NS Bankett Ev2 120 MPa RW SB WA NS Fahrbahn RW SB NS WA MW SSE SB R NS MW Legende