Topographical Sections Of Roads DWG Section for AutoCAD

Topographic cross sections and longitudinal profile adayacente road to a road intersection.

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

north, progressive, ground, grade, bank, fill, dimensions, wall, asphalt, granzon, longitudinal profile, cross sections, plant, year, sidewalk, asphalt edge, street granzon, asphalt, sidewalk, torrentera

Raw text data extracted from CAD file:

NORTE 32,66 18,15 18,15 7.00 1.30 PROGRESIVA TERRENO RASANTE BANQUEO RELLENO COTAS 0+000 Datum= 70.00 71.92 0.00 71.28 1.70 71.72 3.00 71.90 4.50 71.98 6.00 0+000 pared Datum= 70.00 72.05 0.00 pared 0+025 71.78 2.30 71.35 4.30 71.96 6.30 Datum= 70.00 72.24 0.00 pared 0+050 72.11 3.40 71.93 4.90 71.42 6.30 Datum= 70.00 72.47 0.00 pared 0+075 72.42 2.20 72.06 3.50 71.56 4.60 71.84 5.80 72.24 7.20 Datum= 70.00 72.30 0.00 pared 0+100 Asfalto 72.26 1.40 71.95 2.00 71.67 3.00 72.08 4.30 72.37 5.30 Asfalto Datum= 70.00 72.24 0.00 pared 0+125 72.17 1.50 72.18 3.90 72.51 5.20 Datum= 70.00 72.47 0.00 pared 0+150 72.45 1.10 72.20 1.50 71.81 2.40 72.09 3.80 72.51 5.10 Datum= 70.00 72.59 0.00 pared 0+180 72.73 3.00 72.56 4.60 71.95 5.60 72.48 7.50 72.69 3.00 Datum= 70.00 pared 0+200 72.46 0.00 72.43 0.80 72.24 1.40 71.93 2.20 72.23 2.90 72.43 3.90 Granzon Datum= 70.00 pared 0+250 72.50 0.00 72.51 1.00 72.19 1.80 72.55 3.30 Datum= 70.00 pared 0+300 72.55 0.00 72.72 1.30 72.22 1.90 72.52 3.70 Datum= 70.00 pared 0+350 72.55 0.00 72.57 1.20 72.44 1.80 72.63 4.30 Datum= 70.00 pared 0+400 72.64 0.00 72.46 1.60 72.69 2.60 72.71 4.20 72.60 0.80 Datum= 70.00 pared 0+439 72.74 0.00 73.05 4.30 A=2.32 A=2.76 A=2.60 A=4.45 A=7.28 72.34 72.34 2.48 71.26 71.26 A= 2.14 A= 5.80 A= 2.16 A= 3.01 72.47 72.47 71.37 71.37 A= 2.50 72.61 72.61 A= 2.99 71.75 2.70 71.45 71.45 72.61 71.51 71.51 72.61 A= 2.15 A= 2.80 A= 1.02 72.58 72.58 A= 6.11 71.65 71.65 72.53 71.63 72.53 71.63 A= 2.16 A= 1.05 72.53 A= 0.80 A= 1.53 71.89 71.89 72.53 72.62 A= 0.54 71.92 71.92 A= 1.89 72.62 72.73 A= 0.82 72.73 A= 1.33 72.14 72.14 72.81 72.81 A= 0.78 A= 1.49 72.16 72.16 73.15 A= 1.09 73.15 A= 1.73 72.44 72.44 0+000 0+180 0+025 0+050 0+075 0+100 0+125 0+150 N-1.068.290 N-1.068.240 N-1.068.340 N-1.068.390 N-1.068.440 N-1.068.490 E-487.640 E-487.690 E-487.740 E-487.790 E-487.840 E-487.890 E-487.940 0+200 0+250 0+300 0+350 0+400 0+439 DATUM= 70.00 ESCALA= H= 1 : 1000 V= 1 : 100 << P= 0.0022 \fArial|b0|i0|c0|p32;‰\fMS Shell Dlg|b0|i0|c0|p32; \fTrebuchet MS|b0|i0|c0|p34;\H0.6x; << P= 0.0027 \fArial|b0|i0|c0|p32;‰\fMS Shell Dlg|b0|i0|c0|p32; \fTrebuchet MS|b0|i0|c0|p34;\H0.5999x; 71.28 72.05 0+025 71.25 0+050 71.40 71.56 0+075 0+100 71.67 71.75 0+125 0+150 71.81 71.95 0+180 0+200 71.93 72.53 72.19 0+250 0+300 72.22 72.44 0+350 0+400 72.46 72.74 0+439 73.10 PERFIL LONGITUDINAL SECCIONES TRANSVERSALES PLANTA ESCALA= H= 1 : 100 V= 1 : 100 C a ñ o 146,90 m2 5 5 5 23,70 m2 19,20 m2 85,40 m2 19,00 m2 Acera Borde Asfalto CALLE 7 CALLE GRANZON ESC.= 1 : 1000 7.00 1.30 ASFALTO ACERA SECCION EXISTENTE CALLE 7 Torrentera 72.41 71.03 0.00 71.03 2.00 71.03 6.00 71.18 2.70 71.18 0.00 71.18 6.30 71.42 8.40 71.42 8.40 71.42 6.00 71.42 0.00