Horizontal And Vertical Project Of A Route DWG Full Project for AutoCAD

Horizontal and vertical project of a route

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

horizontal project, polygonal and axis of the road, filling, cut, subgrade, terrain, thickness, elevation, profile, vertical project, private technical university of loja, prof: ing. Juan Pablo Solorzano, Jaime Armijos, Vias

Raw text data extracted from CAD file:

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415 415 420 420 420 420 420 420 420 420 425 425 425 E 704300 N 9826170 E 704200 E 704400 E 704500 E 704600 E 704700 E 705300 E 705200 E 705100 E 705000 E 704900 E 704800 N 9826270 N 9826370 N 9826470 N 9826570 N 9826670 N 9826070 N 9825970 N 9825870 360 360 335 340 340 345 345 345 345 345 350 350 350 350 350 350 355 355 355 355 355 355 355 355 360 360 360 360 360 360 360 360 360 360 360 365 365 365 365 365 365 365 365 365 365 365 365 365 365 365 365 365 365 365 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 370 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 380 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 385 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 395 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 405 405 405 405 405 405 405 405 405 405 405 405 405 405 405 405 410 410 410 410 410 410 410 410 410 410 410 410 410 415 415 415 415 415 415 415 415 415 415 420 420 420 420 420 420 420 420 425 425 425 E 704300 N 9826170 E 704200 E 704400 E 704500 E 704600 E 704700 E 705300 E 705200 E 705100 E 705000 E 704900 E 704800 N 9826270 N 9826370 N 9826470 N 9826570 N 9826670 N 9826070 N 9825970 N 9825870 TE=0+583,396 ET=0+859,785 PI=0+770,820 PC=0+214,09 PT=0+410,981 PI=0+314,09 EC=0+653,396 CE=0+789,785 A B PROYECTO HORIZONTAL POLIGONAL Y EJE DE LA VIA A B 450 445 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 RELLENO CORTE SUBRASANTE TERRENO ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 PERFIL +3.2 % en 525.78m PCV=0+525.77 Elev=379.10 PIV=0+565.77 Elev=380.39 PTV=0+605.77 Elev=379.98 -1.0 % en 212.19m PCV=0+817.97 Elev=377.80 PIV=0+837.97 Elev=377.59 PTV=0+857.97 Elev=379.74 +10.8 % en 101.73m PCV=0+959.69 Elev=390.70 PIV=1+047.19 Elev=400.12 PTV=1+134.69 Elev=403.68 +4.1 % en 76.23m 0+000.00 0.00 362.21 362.21 0+020.00 2.36 362.85 365.21 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 361 362 363 364 365 366 367 368 369 370 371 L C R=363.49 T.N.=367.21 OFF=-8.55 R=368.08 OFF=6.81 R=366.35 AREA DE CORTE = 44.08m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 0+040.00 3.71 363.49 367.21 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 361 362 363 364 365 366 367 368 369 370 371 L C R=364.14 T.N.=367.55 OFF=-8.42 R=368.60 OFF=6.56 R=366.73 AREA DE CORTE = 40.09m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 0+060.00 3.42 364.14 367.55 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 362 363 364 365 366 367 368 369 370 371 372 L C R=364.78 T.N.=367.61 OFF=-7.95 R=368.77 OFF=5.87 R=366.69 AREA DE CORTE = 31.86m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 0+080.00 2.83 364.78 367.61 0+100.00 3.05 365.42 368.47 0+120.00 4.69 366.06 370.75 0+140.00 6.01 366.71 372.72 0+160.00 6.93 367.35 374.28 0+180.00 7.45 367.99 375.45 0+200.00 6.88 368.63 375.52 0+220.00 6.19 369.28 375.47 0+240.00 5.82 369.92 375.74 0+260.00 5.19 370.56 375.75 0+280.00 3.94 371.21 375.14 0+300.00 2.39 371.85 374.24 0+320.00 1.36 372.49 373.85 0+340.00 0.88 373.13 374.01 0+360.00 0.83 373.78 374.61 0+380.00 1.18 374.42 375.60 0+400.00 1.80 375.06 376.86 0+420.00 2.94 375.70 378.65 0+440.00 4.32 376.35 380.67 0+460.00 5.65 376.99 382.64 0+480.00 7.01 377.63 384.64 0+500.00 7.80 378.28 386.07 0+520.00 8.74 378.92 387.66 0+540.00 9.66 379.51 389.16 0+560.00 10.08 379.89 389.97 0+580.00 10.15 380.07 390.21 0+600.00 9.96 380.03 389.99 0+620.00 9.66 379.83 389.49 0+640.00 8.17 379.63 387.79 0+660.00 6.42 379.42 385.84 0+680.00 4.66 379.21 383.87 0+700.00 2.88 379.01 381.89 0+720.00 1.98 378.80 380.79 0+740.00 3.20 378.60 381.79 0+760.00 6.15 378.39 384.54 0+780.00 9.17 378.19 387.36 0+800.00 12.71 377.98 390.69 0+820.00 16.26 377.78 394.04 0+840.00 18.59 378.28 396.87 0+860.00 17.20 379.96 397.17 0+880.00 15.21 382.12 397.32 0+900.00 13.29 384.27 397.56 0+920.00 11.71 386.42 398.13 0+940.00 9.68 388.57 398.26 0+960.00 7.85 390.73 398.58 0+980.00 6.03 392.80 398.83 1+000.00 4.61 394.72 399.34 1+020.00 4.41 396.49 400.91 1+040.00 4.68 398.11 402.79 1+060.00 5.74 399.57 405.31 1+080.00 6.91 400.88 407.79 1+100.00 7.78 402.04 409.82 1+120.00 7.78 403.04 410.82 1+140.00 7.63 403.90 411.53 1+160.00 6.31 404.71 411.02 1+180.00 4.29 405.53 409.82 1+200.00 1.43 406.34 407.77 1+210.93 0.00 406.79 406.79 TOTAL VOLUMEN CORTE = 145,318.70m3 TOTAL VOLUMEN TERRAPLEN = -20.39m3 PROYECTO VERTICAL UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA PROF: Ing. JUAN PABLO SOLORZANO FECHA: 21 DE ENERO DEL 2008 JAIME ARMIJOS VIAS GRUPO N°7