Topographic Plane – Uproad Way DWG Full Project for AutoCAD

Topographical project of construction an uproad way in publish park of Vigo – Spain – Complete planes

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

station, base, general road plan, topography project, red level plane, topographic demarcation, black level plane, land clearing, total volume, volume of earthwork, fill, volume, dismantle, earthwork, surface, of cut, between profiles, distance, profile, plane of transversal profiles, at the origin, partial, terrain, grade, clearing, embankment, state of alignments, cross sections, distances, ordinates, red dimensions, longitudinal profile plane

Raw text data extracted from CAD file:

42° \A1;42° 56.26 55.33 54.39 53.33 53.79 52.75 50.41 53.74 52.25 52.18 50.58 49.64 49.72 50.00 48.87 50.88 50.24 49.10 48.58 47.92 48.44 47.21 47.75 46.63 46.06 55.70 54.82 54.17 53.36 52.04 50.73 49.41 48.50 46.78 46.36 45.87 46.00 46.23 46.21 46.31 46.25 45.96 45.81 45.22 45.63 46.54 47.41 47.85 49.17 50.33 51.75 52.40 52.95 47.42 47.50 46.50 48.00 47.00 47.00 47.50 48.00 48.50 49.00 49.50 50.00 46.50 49.50 50.50 51.00 51.50 50.00 51.00 56.00 52.00 52.50 52.04 51.11 52.08 53.00 53.18 R.10m. ESTACION BASE 48.50 49.00 50.00 51.00 50.50 51.50 52.00 52.50 53.00 53.00 53.50 53.50 54.00 54.50 55.00 55.50 52.50 52.00 51.50 50.50 49.50 49.00 48.50 48.00 47.50 47.00 46.50 46.00 45.50 A B 1 2 2 A B 1 46.00 PLANO DE TRAZADO GENERAL DEL CAMINO E. 1/200 N 3 PROYECTO DE TOPOGRAFIA PROYECTO DE TOPOGRAFIA E. 1/200 46.00 45.50 46.00 46.50 47.00 47.50 48.00 48.50 49.00 49.50 50.50 51.50 52.00 52.50 55.50 55.00 54.50 54.00 53.50 53.50 53.00 53.00 52.50 52.00 51.50 50.50 51.00 50.00 49.00 48.50 BASE ESTACION 53.18 53.00 52.08 51.11 52.04 52.50 52.00 56.00 51.00 50.00 51.50 51.00 50.50 49.50 46.50 50.00 49.50 49.00 48.50 48.00 47.50 47.00 47.00 48.00 46.50 47.50 47.42 52.95 52.40 51.75 50.33 49.17 47.85 47.41 46.54 45.63 45.22 45.81 45.96 46.25 46.31 46.21 46.23 46.00 45.87 46.36 46.78 48.50 49.41 50.73 52.04 53.36 54.17 54.82 55.70 46.06 46.63 47.75 47.21 48.44 47.92 48.58 49.10 50.24 50.88 48.87 50.00 49.72 49.64 50.58 52.18 52.25 53.74 50.41 52.75 53.79 53.33 54.39 55.33 56.26 PLANO DE COTAS ROJAS 54.82 52.77 50.93 48.55 47.31 48.51 47.73 47.39 54.69 47.00 47.00 54.69 47.39 47.73 48.51 47.31 48.55 50.93 52.77 54.82 56.26 55.33 54.39 53.33 53.79 52.75 50.41 53.74 52.25 52.18 50.58 49.64 49.72 50.00 48.87 50.88 50.24 49.10 48.58 47.92 48.44 47.21 47.75 46.63 46.06 55.70 54.82 54.17 53.36 52.04 50.73 49.41 48.50 46.78 46.36 45.87 46.00 46.23 46.21 46.31 46.25 45.96 45.81 45.22 45.63 46.54 47.41 47.85 49.17 50.33 51.75 52.40 52.95 47.42 52.04 51.11 52.08 ESTACION BASE DESLINDE TOPOGRAFICO E. 1/200 E. 1/200 PROYECTO DE TOPOGRAFIA 57.85 PLANO DE COTAS NEGRAS N 1 N 2 P0 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 0.52 642.01m3 DESMONTE TERRAPLEN VOLUMEN TOTAL VOLUMEN DEL MOVIMIENTO DE TIERRAS M3 RELLENO VOLUMEN DE M3 DESMONTE VOLUMEN DE M2 DE TERRAPLEN SUPERFICIE M2 DE DESMONTE SUPERFICIE ENTRE PERFILES DISTANCIA PERFIL 30.55 247.00 113.85 41.65 13.15 16.75 80.04 49.62 57.76 35.05 102.24 149.25 112.65 69.65 1.35 15.15 5.65 37.10 53.55 32.33 17.07 5.70 2.63 3.35 12.73 15.79 17.41 17.17 16.39 13.46 8.95 4.98 0.27 1.13 2.76 4.66 6.05 10.00 10.00 10.00 10.00 10.00 3.48 3.48 3.04 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 P17 P16 P15 P14 P13 P12 P11 P10 P9 P8 P7 P6 P5 P4 P3 P2 P1 P0 R.=13.46 3.48 3.48 3.04 P17 P16 P15 P14 P13 P12 P11 P10 P9 P8 P7 P6 P5 P4 P3 P2 P1 P0 0.11 0.71 1.16 1.00 0.79 1.66 1.85 1.87 1.86 1.71 0.50 0.93 1.47 0.52 2.31 4.06 R.=16.39m2 R.=17.17m2 R.=17.41m2 R.=15.79m2 R.=12.73m2 R.=3.35m2 D.=6.05m2 D.=4.66m2 D.=2.76m2 R.=8.95m2 D.=0.27m2 R.=1.13m2 R.=4.98m2 D.=2.63m2 D.=5.70m2 D.=17.07m2 D.=32.33m2 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PLANO DE PERFILES TRANSVERSALES PROYECTO DE TOPOGRAFIA E. 1/100 N 5 E. 1/200-50 Recta de 83.04m. Recta de 53.18m. Curva n§1 de 7.33m. Camino de 5% en 143.55m. Plano de comparacion 45.00m. Al origen Parciales Terreno Rasante Desmonte Terraplen ESTADO DE ALINEACIONES (Puntos Nivelados) PERFILES TRANSVERSALES DISTANCIAS ORDENADAS COTAS ROJAS P0 0.00 0.00 47.00 46.00 1.00 0.00 P17 143.55 3.55 57.85 53.17 4.68 0.00 P16 140.00 10.00 57.06 53.00 4.06 0.00 P15 130.00 10.00 54.81 52.50 2.31 0.00 P14 120.00 10.00 52.93 52.00 0.93 0.00 P13 110.00 10.00 52.00 51.50 0.50 0.00 P12 100.00 10.00 50.48 51.00 0.00 0.52 P10 86.52 3.48 48.61 50.32 0.00 1.71 P9 83.04 3.04 48.26 50.12 0.00 1.86 P11 90.00 3.48 49.03 50.50 0.00 1.47 P8 80.00 10.00 48.13 50.00 0.00 1.87 P7 70.00 10.00 47.65 49.50 0.00 1.85 P6 60.00 10.00 47.34 49.00 0.00 1.66 P5 50.00 10.00 47.34 48.50 0.00 1.16 P4 40.00 10.00 47.29 48.00 0.00 0.71 P3 30.00 10.00 47.39 47.50 0.00 0.11 P2 20.00 10.00 47.52 47.00 0.52 0.00 P1 10.00 10.00 47.29 46.50 0.79 0.00 PLANO DE PERFIL LONGITUDINAL PROYECTO DE TOPOGRAFIA N 4 E. 1/50 E. 1/200 45.50 46.00 46.50 47.00 47.50 48.00 48.50 49.00 49.50 50.00 50.50 50.00 50.50 51.50 52.00 52.50 53.00 53.50 54.00 54.50 55.00 55.50 56.00 51.50 51.00 49.50 49.00 48.50 48.00 47.50 47.00 56.50 57.00 57.50 51.00 46.50 50.20 50.20 57.85 EQUIDISTANCIA 0.50m. DATOS PARCELARIOS: AREA= 6035.91m2 PERIMETRO=390.80m. 5 3.55 3.55 4.67 D=34.83m2 34.83 119.21 709.21m3 (48.55) 5.00 5.00 § § § § § 53.18 54.00 46.00 5% 5% 1 0 10 20m. 10 0 1 20m. 10 0 1 20m. 10 0 1 m.