Driving Channel DWG Detail for AutoCAD

Design a Background Taking their Cortes and Perspective. Details.

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

Longitudinal profile, Horizontal scale, Vertical scale, Saint Joseph, Rio molepungu, gate, start, end, River floor, implantation, scale, Longitudinal profile, scale, Dump truck, Prospect of the landfill, Top, Channel sections, Location, Separation gate between sections, plant, cut, Stretches, Optimum section, Hole transition, to channel, plant, scale, side view

Raw text data extracted from CAD file:

\A1;0.42 \A1;0.16 \A1;0.10 \A1;0.84 \A1;0.60 \A1;0.90 \A1;0.30 \A1;1.60 \A1;0.30 \A1;1.74 \A1;0.83 \A1;1.60 \A1;0.65 \A1;0.16 \A1;0.10 \A1;0.92 \A1;0.30 \A1;3.00 \A1;0.49 \A1;0.30 \A1;0.83 \A1;1.20 \A1;0.92 \A1;1.20 \A1;0.19 \A1;0.39 \A1;0.39 \A1;0.65 \A1;0.42 \A1;0.16 \A1;0.10 \A1;0.84 -9637121.085406657 -9637121.085406657 -9637121.085406657 -9637121.085406657 \A1;0.10 \A1;0.84 \A1;0.17 \A1;0.41 \A1;0.41 \A1;0.25 \A1;0.42 \A1;0.66 \A1;0.90 \A1;0.42 \A1;0.18 2 1 4 3 R Q T S 5 N M 8 O 7 6 L K E D G F A 1 C B H N M P O J I L K 410 400 390 380 370 360 350 340 330 420 410 400 390 380 370 360 350 340 330 440 430 420 410 400 390 380 370 360 350 340 330 320 410 400 390 380 370 360 350 340 330 320 310 300 290 280 430 420 410 400 390 380 370 360 350 340 330 320 310 410 400 390 380 370 360 350 340 430 440 440 430 420 365 364 363 362 361 360 359 358 357 356 355 354 353 352 351 350 349 348 347 346 PERFIL LONGITUDINAL ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 0+000.00 Elev=362.17 0+020.00 Elev=361.60 0+040.00 Elev=361.04 0+060.00 Elev=360.60 0+080.00 Elev=360.18 0+100.00 Elev=359.75 0+120.00 Elev=359.33 0+140.00 Elev=358.99 0+160.00 Elev=358.94 0+180.00 Elev=358.89 0+200.00 Elev=358.84 0+220.00 Elev=358.79 0+240.00 Elev=358.75 0+260.00 Elev=358.70 0+280.00 Elev=358.65 0+300.00 Elev=358.60 0+320.00 Elev=358.55 0+340.00 Elev=358.50 0+360.00 Elev=358.45 0+380.00 Elev=358.40 0+400.00 Elev=358.40 0+420.00 Elev=358.92 0+440.00 Elev=359.44 0+460.00 Elev=359.04 0+480.00 Elev=358.64 0+500.00 Elev=358.25 0+520.00 Elev=357.85 0+540.00 Elev=357.45 0+560.00 Elev=357.06 0+580.00 Elev=356.66 0+600.00 Elev=356.26 0+620.00 Elev=355.87 0+640.00 Elev=355.47 0+660.00 Elev=354.99 0+680.00 Elev=354.84 0+700.00 Elev=354.70 0+720.00 Elev=354.56 0+740.00 Elev=354.41 0+760.00 Elev=354.27 0+780.00 Elev=354.13 0+800.00 Elev=353.98 0+820.00 Elev=353.84 0+840.00 Elev=353.70 0+860.00 Elev=353.55 0+880.00 Elev=353.41 0+900.00 Elev=353.27 0+920.00 Elev=353.14 0+940.00 Elev=353.03 0+960.00 Elev=352.91 0+980.00 Elev=352.88 1+000.00 Elev=353.00 1+020.00 Elev=353.13 1+040.00 Elev=353.25 1+060.00 Elev=353.37 1+080.00 Elev=353.49 1+100.00 Elev=353.62 1+120.00 Elev=353.74 1+140.00 Elev=353.86 1+160.00 Elev=353.79 1+180.00 Elev=353.47 1+200.00 Elev=353.14 1+220.00 Elev=352.82 1+240.00 Elev=352.50 1+260.00 Elev=352.26 1+280.00 Elev=352.93 1+297.65 Elev=352.05 -1.15 % en 752.74m -0.27 % en 544.92m SAN JOSÉ RIO MOLEPUNGU RIO MOLEPUNGU 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A 5 5 5 5 5 5 5 5 5 5 A A B B 5 Elev.T.N.=362.16 Elev.T.N.=352.05 Elev.T.N.=354.32 COMPUERTA INICIO FIN 0+000.00 0+752.74 1+297.65 Elev.T.N.=361.6 SOLERA DEL RIO IMPLANTACIÓN ESCALA 1 : 2500 PERFIL LONGITUDINAL ESCALA H 1 : 3000 V 1 : 300 VERTEDERO CIMACIO PRESPECTIVA DEL VERTEDERO CIMACIO SECCIONES DEL CANAL N UBICANIÓN COMPUERTA DE SEPARACIÓN ENTRE TRAMOS PLANTA CORTE A – A CORTE B – B TRAMOS 1 Y 2 SECCIÓN ÓPTIMA TRANSICIÓN DEL ORIFICIO AL CANAL PLANTA ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 VISTA LATERAL