Altimetry And Planimetry 3km Of Route DWG Block for AutoCAD

Altimetry and planimetry 3 Km of route

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

progressive, cota flush, cota axis, cota left, cota right, cota axis left cuneta, cota axis cuneta der., scale v :, scale h :, communication paths i, members :, ricardo main, ariel vauniaux, planialtimetria, potable water, culvert, perimeter wire, high voltage line, potable water pipe

Raw text data extracted from CAD file:

R1500,00 40,00 80,00 40,00 R1500,00 40,00 80,00 268,00 348,00 200,00 200,00 200,00 63991 Progresiva 46.68 Cota rasante 45.58 43.64 Cota eje Cota Izquierda 45.49 Cota derecha Escala H = 1:2500 Escala V = 1:100 P.C. 40.00m Cota Eje Cuneta Izq. Cota Eje Cuneta Der. 44.78 43.24 Escala V: Escala H: Vías de Comunicación I Integrantes: Ricardo Main Ariel Vauniaux PLANIALTIMETRIA 1:2500 1:100 44.99 43.34 46.87 46.08 45.27 45.71 64014 45.22 43.45 47.06 46.21 45.18 45.94 64037 45.93 43.81 47.70 46.44 44.21 46.69 64113 46.24 43.98 47.97 47.19 45.92 47.03 64146 47.12 44.49 48.75 47.53 44.90 47.95 64239 47.31 45.30 48.99 48.45 47.37 48.23 64267 47.77 46.49 49.33 48.73 47.29 48.65 64308 64357 49.13 47.53 49.15 49.74 46.86 48.21 64396 49.52 48.23 49.63 50.07 47.16 48.57 64460 50.16 48.06 50.16 50.47 47.66 48.87 64504 50.61 49.14 50.66 50.53 48.28 49.05 64528 50.64 50.53 51.11 50.52 48.62 48.80 64598 48.94 49.03 48.74 50.16 47.77 48.09 64654 48.37 47.64 48.31 49.68 47.10 47.63 64685 48.06 47.65 48.25 49.41 46.80 47.38 47.10 46.48 49.11 47.89 47.28 47.72 64719 46.83 46.16 48.82 48.00 47.47 47.69 64750 46.66 45.95 48.64 48.07 47.56 47.59 64773 46.07 45.27 48.02 46.65 45.93 46.87 64845 45.31 44.59 47.39 45.91 45.19 46.14 64918 44.83 44.12 46.96 45.64 44.99 45.64 64967 65011 45.20 44.64 45.27 46.58 43.69 44.40 65032 45.19 45.18 45.68 46.40 43.49 44.19 65091 44.60 43.84 44.52 45.89 42.93 43.61 65112 44.40 44.13 44.69 45.70 42.73 43.41 65198 43.53 42.41 43.17 44.96 41.91 42.57 65227 43.24 42.87 43.45 44.71 41.68 42.33 65290 42.61 41.80 42.49 44.16 41.19 41.81 65351 42.01 41.22 41.90 43.67 40.72 41.30 65378 42.28 41.38 42.51 43.56 40.69 41.16 65434 42.84 40.99 42.78 43.56 40.61 40.86 65494 43.44 41.45 43.34 43.91 41.05 41.72 65538 43.88 42.44 43.94 44.41 42.04 42.36 42.59 42.19 44.65 44.38 43.51 44.03 65554 43.19 42.57 45.29 44.53 43.06 44.46 65596 43.64 42.85 45.76 44.96 43.75 44.76 65627 44.11 43.15 46.26 45.29 43.55 45.26 65660 44.57 43.34 46.74 45.79 44.08 45.82 65692 45.01 43.51 47.20 46.32 45.13 46.12 65722 45.89 43.87 48.12 46.62 44.27 46.92 65783 46.61 44.38 48.88 47.42 45.30 47.63 65833 47.64 45.11 49.97 48.13 45.51 48.55 65905 48.34 46.57 50.71 49.05 46.97 49.24 65954 49.34 46.80 51.75 49.74 47.20 50.12 66023 49.73 47.30 52.14 50.62 49.06 50.59 66049 66070 51.00 50.32 51.09 52.46 47.70 50.04 50.80 48.68 53.23 51.20 49.08 51.40 66121 Agua potable Alcantarilla CE CC 5 VH1 TE EC ET B 5 5 5 264.75 344,75 C Alambrado perimetral a=\Fgreekc.shx; \fArial|b0|i0|c0|p34;157°02′ \Fgreekc.shx;D\fArial|b0|i0|c0|p34;= 22°58′ R:N 18º 28′ 00” E R 1500 m 344.75 m T e c tang. ext.=40m P 4 % D V E e L e 80 m VH1 PROGRESIVA: 64357 120 km/h 30.82 m Alambrado perimetral VH2 EC ET C CE TE B CC 5 Alambrado perimetral Alambrado perimetral 5 5 5 5 31.47 m 120 km/h PROGRESIVA: 65692 VH1 80 m e L e E V D 4 % P tang. ext.=40m c e T 348 m 1500 m R a=\Fgreekc.shx; \fArial|b0|i0|c0|p34;203º12’18” \Fgreekc.shx;D\fArial|b0|i0|c0|p34;= 23°12’18” R:N 41º 40′ 36” E Linea alta tensión Cañeria de Agua Potable 5 L = 200 m P = 13333.33 Pv = 12369.02 Cv = 56.80 Vv1 VH1 P= -0.50% L = 200 m P = 10989 Pv = 64460 Cv = 50.255 Vv1 VH1 P= -0.88% P= 0.84% Vv2 L = 100 m P = -4219 Pv = 65434 Cv = 42.49 P= -0.87% VH2 P= 1.51% Vv1 5 5 64400.76 64600.76 65334 65534 64504 65434