Project Complete Road DWG Full Project for AutoCAD

The third class road connects two points on a rolling topography, (1st point: 1008 m to the 2nd point: 1090 m) the project consists of the layout of routes – the floor (with item box curves sonbreanchos circulars) and profile (slope, vertical curves, terrain elevation height flush height of cut filler) final shaft road – The respective cross sections of the first kilometer (cut and fill areas) and their mass diagram . The entire project is based on the Peruvian Standards for Road Design (DG – 2001).

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

staked, ground dimensions, ground level, cutting height, fill height, horizontal alignment, cut slope layout mode, fill slope layout mode, total volume table, stake, cutting area, fill area, vol cut, fill vol, accum vol vol, acum vol vol fill, ac vol, ac :, ar :, progressive, level ground, elevation level, height of cut, height of fill, slope, horizontal geometry, table of elements of circular curves, rope, ang delta, prog. pc, prog. pi, prog. pt, cant, widening, broken c, broken b, road design – third class road, sheet:, national university federico villarreal, scale:, plant and profile, ingº July e. blas iparraguirre, faculty of civil engineering, project:, plan:, student:, cpa, drawing :, teacher:, lima, dept :, prov :, magdalena, road design i, date :, course :, dist :, agresda aggression , light maría julia, longitudinal of the road, longitudinal profile, legend, plant, cross sections, of the road, grade, gutter, cross section, typical, axis, mass diagram, broken, riverbed, route, routes

Raw text data extracted from CAD file:

\A1;83°10'35" \A1;73°21'24" \A1;54°56'10" \A1;116°54'36" \A1;R80.00 m. \A1;R100.00 m. \A1;R60.00 m. \A1;138.55 m. \A1;126.13 m. \A1;68°58'27" \A1;R80.00 m. \A1;R70.00 m. \A1;R130.00 m. \A1;R120.00 m. \A1;R50.00 m. \A1;68°58'27" \A1;83°10'35" \A1;73°21'24" \A1;54°56'10" \A1;116°54'36" \A1;6.0000 \A1;3.0000 \A1;0.5000 \A1;1.0000 \A1;0.5000 \A1;0.5000 \A1;3.0000 \A1;6.0000 \A1;3.0000 \A1;0.5000 \A1;1.0000 \A1;0.5000 \A1;0.5000 \A1;3.0000 I \A1;4.1000 m. E 8'944,500 E 8'944,600 E 8'944,700 E 8'944,800 E 8'944,900 E 8'945,000 E 8'945,100 E 8'945,200 E 8'945,300 E 8'945,400 N 276,400 N 276,500 N 276,600 N 276,700 N 276,800 N 276,900 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 0+020 0+040 0+060 0+080 0+120 0+140 0+160 0+180 0+220 0+240 0+260 0+280 0+320 0+340 0+360 0+380 0+420 0+440 0+460 0+480 0+520 0+540 0+560 0+580 0+620 0+640 0+660 0+680 0+720 0+740 0+760 0+780 0+820 0+840 0+860 0+880 0+920 0+940 0+960 0+972 4042.00 4044.00 4046.00 4048.00 4050.00 4052.00 4054.00 4056.00 ESTACADO 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 COTAS TERRENO 4047.99 4046.85 4046.53 4046.83 4047.22 4047.59 4047.61 4047.58 4047.75 4047.96 4048.17 4048.25 4048.39 4048.50 4048.72 4048.93 4049.36 4049.63 4049.79 4049.90 4050.14 4050.59 4050.50 4049.73 4048.54 4047.77 4046.95 4046.65 4046.83 4047.36 4047.92 4047.88 4047.75 4047.62 4047.46 4047.30 4047.14 4046.79 4046.57 4046.34 4045.93 4045.51 4045.07 4044.17 4043.70 4043.32 4043.36 4043.52 4045.18 COTA RASANTE 4048.00 4047.28 4046.81 4046.60 4046.64 4046.88 4047.12 4047.36 4047.60 4047.84 4048.08 4048.32 4048.56 4048.80 4049.04 4049.28 4049.52 4049.76 4050.00 4050.24 4050.45 4050.42 4050.09 4049.46 4048.56 4047.68 4047.12 4046.90 4047.02 4047.40 4047.78 4047.98 4047.98 4047.78 4047.40 4047.00 4046.60 4046.20 4045.80 4045.40 4045.00 4044.60 4044.20 4043.80 4043.44 4043.38 4043.69 4044.39 4045.42 4046.06 ALTURA DE CORTE 0.24 0.57 0.71 0.49 0.22 0.16 0.12 0.09 0.16 0.41 0.26 0.10 0.14 0.05 0.30 0.54 0.59 0.77 0.93 0.93 0.90 0.87 0.36 0.26 ALTURA DE RELLENO 0.01 0.43 0.27 0.07 0.16 0.30 0.32 0.35 0.16 0.13 0.21 0.33 0.31 0.02 0.17 0.25 0.19 0.05 0.10 0.23 0.16 0.05 0.33 0.86 0.24 ALINEAMIENTO HORIZONTAL L=160.50m L=63.66m R=300.00m L=75.12m L=48.31m R=260.00m L=82.82m L=78.63m R=300.00m L=57.51m L=28.26m R=40.00m L=106.50m L=53.56m R=80.00m L=22.42m L=25.01m R=100.00m L=32.50m L=20.04m R=20.00m L=19.01m L=18.13m R=40.00m L=7.38m L=24.29m R=20.00m L=24.39m L=11.68m R=20.00m L=11.92m Cut Slope Layout Mode Fill Slope Layout Mode Cut Slope Layout Mode Fill Slope Layout Mode -4.00% 1.20% -4.80% 2.00% -2.00% 5.50% LCV=80.00m PVI EST=0+408.03 PVI ELEV=4050.478m k=13.333 LCV=80.00m PVI EST=0+630.07 PVI ELEV=4048.002m k=20.000 LCV=80.00m VPI STA=0+044.67 VPI ELEV=4046.213 K=15.385 LCV=80.00m VPI STA=0+911.77 VPI ELEV=4042.768 K=10.667 LCV=80.00m VPI STA=0+526.44 VPI ELEV=4046.330 K=11.765 0+080 4040 4042 4044 4046 4048 4050 4040 4042 4044 4046 4048 4050 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 0 -2 -4 -6 -8 -10 -12 -14 -16 -18 -20 -22 -24 -26 -28 -30 -32 -34 0+120 4040 4042 4044 4046 4048 4050 4040 4042 4044 4046 4048 4050 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 0 -2 -4 -6 -8 -10 -12 -14 -16 -18 -20 -22 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AC:9.79 AR: 0.00 AC:9.79 AR: 0.00 AC:5.64 AR: 0.00 AC:5.64 AR: 0.00 AC:5.64 AR: 0.00 AC:5.17 AR: 0.00 AC:5.17 AR: 0.00 AC:5.17 AR: 0.00 AC:4.53 AR: 0.00 AC:4.53 AR: 0.00 AC:4.53 AR: 0.00 AC:4.71 AR: 0.00 AC:4.71 AR: 0.00 AC:4.71 AR: 0.00 AC:5.17 AR: 0.00 AC:5.17 AR: 0.00 AC:5.17 AR: 0.00 AC:3.90 AR: 0.00 AC:3.90 AR: 0.00 AC:3.90 AR: 0.00 AC:2.89 AR: 0.00 AC:2.89 AR: 0.00 AC:2.89 AR: 0.00 AC:1.39 AR: 0.43 AC:1.39 AR: 0.43 AC:1.39 AR: 0.43 AC:0.00 AR: 1.26 AC:0.00 AR: 1.26 AC:0.00 AR: 1.26 AC:0.00 AR: 2.53 AC:0.00 AR: 2.53 AC:0.00 AR: 2.53 AC:0.00 AR: 2.74 AC:0.00 AR: 2.74 AC:0.00 AR: 2.74 AC:0.00 AR: 3.05 AC:0.00 AR: 3.05 AC:0.00 AR: 3.05 AC:0.00 AR: 1.72 AC:0.00 AR: 1.72 AC:0.00 AR: 1.72 AC:1.14 AR: 1.12 AC:1.14 AR: 1.12 AC:1.14 AR: 1.12 AC:1.35 AR: 0.73 AC:1.35 AR: 0.73 AC:1.35 AR: 0.73 AC:1.38 AR: 0.89 AC:1.38 AR: 0.89 AC:1.38 AR: 0.89 AC:0.00 AR: 1.58 AC:0.00 AR: 1.58 AC:0.00 AR: 1.58 AC:0.00 AR: 2.90 AC:0.00 AR: 2.90 AC:0.00 AR: 2.90 AC:0.00 AR: 2.68 AC:0.00 AR: 2.68 AC:0.00 AR: 2.68 AC:5.25 AR: 0.00 AC:5.25 AR: 0.00 AC:5.25 AR: 0.00 AC:9.02 AR: 0.00 AC:9.02 AR: 0.00 AC:9.02 AR: 0.00 AC:7.09 AR: 0.00 AC:7.09 AR: 0.00 AC:7.09 AR: 0.00 AC:6.71 AR: 0.00 AC:6.71 AR: 0.00 AC:6.71 AR: 0.00 AC:4.47 AR: 0.00 AC:4.47 AR: 0.00 AC:4.47 AR: 0.00 AC:2.72 AR: 0.04 AC:2.72 AR: 0.04 AC:2.72 AR: 0.04 AC:4.22 AR: 0.00 AC:4.22 AR: 0.00 AC:4.22 AR: 0.00 AC:4.32 AR: 0.00 AC:4.32 AR: 0.00 AC:4.32 AR: 0.00 AC:1.19 AR: 1.20 AC:1.19 AR: 1.20 AC:1.19 AR: 1.20 AC:0.00 AR: 1.98 AC:0.00 AR: 1.98 AC:0.00 AR: 1.98 AC:0.00 AR: 1.34 AC:0.00 AR: 1.34 AC:0.00 AR: 1.34 AC:1.41 AR: 1.36 AC:1.41 AR: 1.36 AC:1.41 AR: 1.36 AC:3.08 AR: 0.24 AC:3.08 AR: 0.24 AC:3.08 AR: 0.24 AC:4.00 AR: 0.00 AC:4.00 AR: 0.00 AC:4.00 AR: 0.00 AC:3.29 AR: 0.02 AC:3.29 AR: 0.02 AC:3.29 AR: 0.02 AC:1.27 AR: 1.00 AC:1.27 AR: 1.00 AC:1.27 AR: 1.00 AC:0.00 AR: 2.14 AC:0.00 AR: 2.14 AC:0.00 AR: 2.14 AC:0.00 AR: 1.28 AC:0.00 AR: 1.28 AC:0.00 AR: 1.28 AC:3.26 AR: 0.00 AC:3.26 AR: 0.00 AC:3.26 AR: 0.00 AC:6.88 AR: 0.00 AC:6.88 AR: 0.00 AC:6.88 AR: 0.00 AC:8.71 AR: 0.00 AC:8.71 AR: 0.00 AC:8.71 AR: 0.00 AC:10.85 AR: 0.00 AC:10.85 AR: 0.00 AC:10.85 AR: 0.00 AC:10.95 AR: 0.00 AC:10.95 AR: 0.00 AC:10.95 AR: 0.00 AC:11.72 AR: 0.00 AC:11.72 AR: 0.00 AC:11.72 AR: 0.00 AC:15.66 AR: 0.00 AC:15.66 AR: 0.00 AC:15.66 AR: 0.00 AC:17.88 AR: 0.00 AC:17.88 AR: 0.00 AC:17.88 AR: 0.00 AC:19.02 AR: 0.00 AC:19.02 AR: 0.00 AC:19.02 AR: 0.00 AC:24.54 AR: 0.00 AC:24.54 AR: 0.00 AC:24.54 AR: 0.00 AC:19.58 AR: 0.00 AC:19.58 AR: 0.00 AC:19.58 AR: 0.00 AC:19.46 AR: 0.00 AC:19.46 AR: 0.00 AC:19.46 AR: 0.00 AC:15.86 AR: 0.00 AC:15.86 AR: 0.00 AC:15.86 AR: 0.00 AC:16.76 AR: 0.00 AC:16.76 AR: 0.00 AC:16.76 AR: 0.00 AC:12.02 AR: 0.00 AC:12.02 AR: 0.00 AC:12.02 AR: 0.00 AC:8.27 AR: 0.00 AC:8.27 AR: 0.00 AC:8.27 AR: 0.00 AC:5.50 AR: 0.00 AC:5.50 AR: 0.00 AC:5.50 AR: 0.00 AC:0.00 AR: 3.07 AC:0.00 AR: 3.07 AC:0.00 AR: 3.07 AC:0.00 AR: 8.68 AC:0.00 AR: 8.68 AC:0.00 AR: 8.68 AC:0.00 AR: 9.20 AC:0.00 AR: 9.20 AC:0.00 AR: 9.20 AC:0.00 AR: 0.00 AC:0.00 AR: 0.00 AC:0.00 AR: 0.00 AC:0.00 AR: 0.00 AC:0.00 AR: 0.00 AC:0.00 AR: 0.00 TABLA DE VOLUMENES TOTALES ESTACA 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+310.00 0+320.00 0+330.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+450.00 0+460.00 0+470.00 0+480.00 0+490.00 0+500.00 0+520.00 0+540.00 0+560.00 0+570.00 0+580.00 0+590.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+710.00 0+720.00 0+730.00 0+740.00 0+750.00 0+760.00 0+780.00 0+790.00 0+800.00 0+820.00 0+840.00 0+850.00 0+860.00 0+880.00 0+890.00 0+920.00 0+940.00 0+950.00 0+960.00 0+971.63 AREA DE CORTE 0.00 0.00 0.00 6.20 11.35 13.04 9.79 5.64 5.17 4.53 4.71 5.17 3.90 2.89 1.39 0.00 0.00 0.00 0.00 0.00 1.14 1.35 1.38 0.00 0.00 0.00 5.25 9.02 7.09 6.71 4.47 2.72 4.22 4.32 1.19 0.00 0.00 1.41 3.08 4.00 3.29 1.27 0.00 0.00 3.26 6.88 8.71 10.85 10.95 11.72 15.66 17.88 19.02 24.54 19.58 19.46 15.86 16.76 12.02 8.27 5.50 0.00 0.00 0.00 0.00 0.00 AREA DE RELLENO 0.00 3.94 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.43 1.26 2.53 2.74 3.05 1.72 1.12 0.73 0.89 1.58 2.90 2.68 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 1.20 1.98 1.34 1.36 0.24 0.00 0.02 1.00 2.14 1.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.07 8.68 9.20 0.00 0.00 VOL CORTE 0.00 0.00 0.00 62.03 175.51 243.91 228.28 154.27 108.14 48.60 46.30 49.52 45.47 34.07 21.60 13.90 0.00 0.00 0.00 0.00 5.56 12.17 13.36 13.68 0.00 0.00 52.54 142.58 80.37 68.91 55.84 35.86 34.56 42.47 54.86 11.91 0.00 7.39 25.78 40.05 38.40 45.66 12.72 0.00 32.55 101.33 78.78 99.12 110.38 114.49 136.67 167.05 368.93 216.49 218.60 390.06 357.53 164.39 146.39 205.93 72.14 75.99 0.00 0.00 0.00 0.00 VOL RELLENO 0.00 39.39 63.42 24.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.14 16.87 37.91 52.77 57.93 23.93 14.29 9.32 8.17 24.72 44.77 55.83 26.83 0.00 0.00 0.00 0.00 0.18 0.18 0.00 12.05 31.82 33.19 13.40 7.65 1.14 0.08 10.13 31.42 34.26 12.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.42 117.32 89.29 45.68 0.00 ACUM VOL CORTE 0.00 0.00 0.00 62.03 237.54 481.45 709.73 864.00 972.14 1020.74 1067.04 1116.56 1162.03 1196.09 1217.70 1231.59 1231.59 1231.59 1231.59 1231.59 1237.15 1249.32 1262.68 1276.36 1276.36 1276.36 1328.90 1471.48 1551.86 1620.77 1676.60 1712.46 1747.02 1789.49 1844.35 1856.26 1856.26 1863.65 1889.43 1929.48 1967.88 2013.54 2026.26 2026.26 2058.81 2160.14 2238.92 2338.04 2448.42 2562.91 2699.58 2866.63 3235.55 3452.05 3670.64 4060.70 4418.24 4582.63 4729.01 4934.94 5007.08 5083.07 5083.07 5083.07 5083.07 5083.07 ACUM VOL RELLENO 0.00 39.39 102.81 126.84 126.84 126.84 126.84 126.84 126.84 126.84 126.84 126.84 126.84 126.84 128.98 145.86 183.76 236.54 294.47 318.40 332.68 342.01 350.17 374.89 419.67 475.50 502.33 502.33 502.33 502.33 502.33 502.51 502.69 502.69 514.73 546.55 579.74 593.14 600.79 601.93 602.00 612.13 643.55 677.81 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 690.62 736.04 853.36 942.65 988.32 988.32 VOL NETO 0.00 -39.39 -102.81 -64.81 110.70 354.61 582.89 737.16 845.30 893.90 940.20 989.72 1035.19 1069.25 1088.71 1085.74 1047.83 995.06 937.12 913.19 904.47 907.31 912.51 901.46 856.69 800.86 826.57 969.15 1049.53 1118.44 1174.27 1209.95 1244.33 1286.80 1329.61 1309.71 1276.52 1270.51 1288.64 1327.55 1365.87 1401.40 1382.70 1348.44 1368.19 1469.52 1548.29 1647.41 1757.80 1872.29 2008.96 2176.00 2544.93 2761.42 2980.02 3370.08 3727.61 3892.00 4038.39 4244.32 4316.46 4347.03 4229.71 4140.42 4094.75 4094.75 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 31 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 PL1 PL2 PL3 PL4 5 5 5 5 5 5 5 C1 C2 C3 C4 5 5 5 KM- 00 5 5 5 5 5 PL1 PL2 PL3 PL4 5 5 5 5 C1 C2 C3 C4 5 KM- 00 C1 C3 C4 C1 C2 C3 C4 C1 C3 C4 C1 C2 C3 C4 PL4 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 0+680 0+000 0+300 1+000 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1042.43 A.C: A.R: 170.550 m2 0.00m2 CR: 1033.33 1030 1034 1038 1042 1046 1050 0+980 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1039.49 A.C: A.R: 125.424 m2 0.00m2 CR: 1032.33 1030 1034 1038 1042 1046 1050 1030 1034 1038 1042 1046 1050 0+960 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1037.04 A.C: A.R: 91.852 m2 0.00m2 CR: 1031.33 1026 1030 1034 1038 1042 1046 1026 1030 1034 1038 1042 1046 0+940 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1035.33 A.C: A.R: 75.247 m2 0.00m2 CR: 1030.33 1026 1030 1034 1038 1042 1046 1026 1030 1034 1038 1042 1046 0+920 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1034.25 A.C: A.R: 72.678 m2 0.00m2 CR: 1029.33 1026 1030 1034 1038 1042 1046 1026 1030 1034 1038 1042 1046 0+900 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1033.18 A.C: A.R: 70.486 m2 0.00m2 CR: 1028.33 1026 1030 1034 1038 1042 1046 1026 1030 1034 1038 1042 1046 0+880 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1032.17 A.C: A.R: 67.590 m2 0.00m2 CR: 1027.33 1022 1026 1030 1034 1038 1042 1022 1026 1030 1034 1038 1042 0+860 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1030.89 A.C: A.R: 66.165 m2 0.00m2 CR: 1026.33 1022 1026 1030 1034 1038 1042 1022 1026 1030 1034 1038 1042 0+840 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1030.01 A.C: A.R: 99.534 m2 0.00m2 CR: 1025.33 1022 1026 1030 1034 1038 1042 1022 1026 1030 1034 1038 1042 0+820 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1031.33 A.C: A.R: 116.153 m2 0.00m2 CR: 1024.33 1022 1026 1030 1034 1038 1042 1022 1026 1030 1034 1038 1042 0+800 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1030.50 A.C: A.R: 118.247 m2 0.00m2 CR: 1023.33 1022 1026 1030 1034 1038 1042 1022 1026 1030 1034 1038 1042 0+780 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1026.32 A.C: A.R: 49.642 m2 0.00m2 CR: 1022.66 1018 1022 1026 1030 1034 1038 1018 1022 1026 1030 1034 1038 0+760 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1022.93 A.C: A.R: 11.500 m2 0.00m2 CR: 1022.06 1018 1022 1026 1030 1034 1038 1018 1022 1026 1030 1034 1038 0+740 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1021.07 A.C: A.R: 0.000m2 2.698 m2 CR: 1021.46 1014 1018 1022 1026 1030 1034 1014 1018 1022 1026 1030 1034 0+720 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1018.35 A.C: A.R: 0.000 m2 25.858 m2 CR: 1020.86 1014 1018 1022 1026 1030 1034 1014 1018 1022 1026 1030 1034 0+700 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1016.86 A.C: A.R: 0.000 m2 47.945 m2 CR: 1020.26 1010 1014 1018 1022 1026 1030 1010 1014 1018 1022 1026 1030 0+680 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1015.23 A.C: A.R: 0.000 m2 68.461 m2 CR: 1019.66 1008 1012 1014 1018 1022 1026 1008 1012 1014 1018 1022 1026 0+660 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1013.63 A.C: A.R: 0.000 m2 86.592 m2 CR: 1019.06 1008 1012 1014 1018 1022 1026 0+640 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1014.62 A.C: A.R: 0.000 m2 53.892 m2 CR: 1018.46 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+620 0 4 8 12 16 20 0 -4 -8 -12 -16 CT: 1015.73 A.C: A.R: 0.000 m2 29.301 m2 CR: 1017.86 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+600 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1011.74 A.C: A.R: 0.000 m2 90.200m2 CR: 101726 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+580 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.02 A.C: A.R: 0.000 m2 90.628 m2 CR: 1016.70 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 0+560 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1011.93 A.C: A.R: 0.000 m2 66.140 m2 CR: 1016.20 1002 1006 1010 1014 1018 1022 1010 1014 1018 0+990 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1040.75 A.C: A.R: 144.304 m2 0.00m2 CR: 1032.83 1030 1034 1038 1042 1046 1050 1030 1034 1038 1042 1046 1050 0+970 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1038.69 A.C: A.R: 113.077 m2 0.00m2 CR: 1031.83 1030 1034 1038 1042 1046 1050 1030 1034 1038 1042 1046 1050 0+810 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1031.75 A.C: A.R: 132.794 m2 0.00m2 CR: 1023.83 1018 1022 1026 1030 1034 1038 1018 1022 1026 1030 1034 1038 0+790 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1028.00 A.C: A.R: 79.501 m2 0.00m2 CR: 1022.96 1018 1022 1026 1030 1034 1038 0+770 0 4 8 12 16 20 0 -4 -8 -12 -16 CT: 1023.15 A.C: A.R: 13.933 m2 0.00m2 CR: 1022.36 1018 1022 1026 1030 1034 1038 1018 1022 1026 1030 1034 1038 0+750 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1021.91 A.C: A.R: 3.264 m2 0.702 m2 CR: 1021.76 1014 1018 1022 1026 1030 1034 1014 1018 1022 1026 1030 1034 0+730 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1020.08 A.C: A.R: 0.000 m2 8.926 m2 CR: 1021.16 1014 1018 1022 1026 1030 1034 1014 1018 1022 1026 1030 1034 0+590 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.80 A.C: A.R: 0.000 m2 126.314 m2 CR: 1017.96 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+610 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1013.42 A.C: A.R: 0.000 m2 58.168 m2 CR: 1017.56 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+570 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.45 A.C: A.R: 0.000 m2 95.026 m2 CR: 1016.35 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 1030 1034 1038 1042 1046 1050 1002 1006 1022 1008 1012 1014 1018 1022 1026 20 1018 1022 1026 1030 1034 1038 PROGRESIVA COTA TERRENO COTA RASANTE ALTURA DE CORTE ALTURA DE RELLENO 1010.47 1010.83 1011.06 1011.10 1011.73 1013.06 1015.39 1015.86 1016.62 1017.04 1018.04 1018.46 1018.08 1017.45 1017.68 1018.24 1017.97 1017.39 1016.69 1014.90 1012.52 1010.83 1010.84 1011.82 1014.12 1015.09 1014.98 1014.54 1011.93 1010.02 1011.74 1015.73 1014.62 1013.63 1015.23 1016.86 1018.35 1021.07 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 0.25 0.37 0.30 0.82 2.04 4.26 4.62 5.27 5.58 6.47 6.78 6.29 5.55 5.67 5.94 5.37 4.49 3.49 1.40 1.28 3.56 2.88 0.68 0.21 0.62 1.36 4.27 6.68 5.52 2.13 3.84 5.43 4.43 3.40 2.51 0.39 0.87 3.66 7.17 7.00 4.68 4.56 4.84 4.85 4.92 5.00 5.71 7.16 9.1 0.00 3.27 1010.47 1010.58 1010.69 1010.80 1010.91 1011.02 1011.13 1011.24 1011.35 1011.46 1011.57 1011.68 1011.79 1011.90 1012.01 1012.30 1012.60 1012.90 1013.20 1013.50 1013.80 1014.10 1014.40 1014.70 1015.00 1015.30 1015.60 1015.90 1016.20 1016.70 1017.26 1017.86 1018.46 1019.06 1019.66 1020.26 1020.86 1021.46 1022.06 1022.66 1023.33 1024.33 1025.33 1026.33 1027.33 1028.33 1029.33 1030.33 1031.33 1032.33 1033.33 PENDIENTE 281.85 m. 287.86 m. 226.82 m. 203.47 1005 1010 1015 1020 1025 1030 1035 1040 1045 1050 1055 1000 1042.43 1022.93 1026.32 1030.50 1031.33 1030.01 1030.89 1032.17 1033.18 1034.25 1035.33 1037.04 1039.49 +0.55 +1.50 +3.00 +5.00 1005 1010 1015 1020 1025 1030 1035 1040 1045 1050 1055 1000 BVCS: 0+261.85 BVCE: 1011.92 EVCS: 0+301.85 EVCE: 1012.33 PUNTO MAS BAJO KM: 02+61.85 PUNTO MAS BAJO ELEV: 1011.92 PVI STA: 0+281.85 PVI ELEV:1012.03 K:42.11 LVC:40.0.0 BVCS: 0+509.79 BVCE: 1015.45 EVCS: 0+629.79 EVCE: 1018.15 PUNTO MAS BAJO KM: 05+09.79 PUNTO MAS BAJO ELEV: 1015.45 PVI STA: 0+569.79 PVI ELEV:1016.35 K:80 LVC:120.00 PUNTO MAS BAJO KM: 07+56.53 PUNTO MAS BAJO ELEV: 1021.96 PVI STA: 0+796.53 PVI ELEV:1023.16 K:40.00 LVC:80.00 BVCS: 0+756.53 BVCE: 1021.96 EVCS: 0+836.53 EVCE: 1025.16 GEOMETRIA HORIZONTAL L=220.61 L=28.45 R=100.00m \U+0394=16°18'14" L=275.15 L=91.47 R=70.00m \U+0394=74°52'7" L=121.53 L=77.59 R=60.00m \U+0394=74°50'40" L=31.33 R=70.00m \U+0394=25°43'32" L=153.87 CUADRO DE ELEMENTOS DE CURVAS CIRCULARES PI # C1 C2 RADIO (m) 100.00 70.00 LONG. CURVA (m) 14.325 53.586 FLECHA (m) 1.010 14.416 EXTERNA (m) 1.021 18.156 CUERDA 28.360 85.099 ANG DELTA 16°18'14" 74°52'07" PROG. PC 0+220.61 0+524.21 PROG. PI 0+234.93 0+577.80 PROG. PT 0+249.06 0+615.68 6.6 7.4 0.60 0.90 PERALTE SOBREANCHO C3 60.00 70.00 45.291 27.086 12.112 4.717 15.175 5.058 72.297 50.522 74°05'40" 0+737.21 0+968.57 0+782.50 0+995.66 0+814.80 1+020.26 7.7 7.4 0.90 0.90 C4 C5 150.00 47.253 6.931 7.267 90.139 34°58'15" 0+141.64 1+188.90 1+233.20 5.4 0.30 C6 C7 50.00 75.00 26.866 128.860 5.955 37.273 6.761 74.097 47.331 129.641 56°29'58" 119°35'57" 0+652.45 0+840.36 1+679.32 1+969.21 1+701.76 1+996.92 8.0 7.2 0.90 0.60 42°18'27" H D C B 500,400 E 500,200 E 8¢900,600 N 8¢900,400 N 8¢900,200 N 1010.000 1070.000 1060.000 1090.000 1080.000 N K J 501,200 E 501,000 E 500,800 E 500,600 E QUEBRADA C QUEBRADA B QUEBRADA B 1020.000 1020.000 1010.000 1010.000 1010.000 1020.000 1040.000 1030.000 1070.000 1060.000 1050.000 1010.000 1010.000 1+100 1+200 1+300 1+400 1+500 1+700 1+800 1+900 2+000 0+100 0+200 0+400 0+500 0+600 0+700 0+800 0+900 1+000 0+000 0+300 2+090 1+600 1+000 KM 0+000 KM PC: 0+220.61 PT: 0+249.06 PT: 0+615.68 PC: 0+524.21 PC: 0+737.21 PT: 0+814.80 PC: 0+968.57 PT: 1+0.20.26 PC: 1+996.92 PC: 1+840.36 PC: 1+652.45 PC: 1+701.76 PC:1+233.20 PC: 1+141.64 C1 C2 C3 C4 C5 C6 C7 DISEÑO VIAL - CARRETERA DE TERCERA CLASE PP-01 Lamina : UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Escala: PLANTA Y PERFIL INGº JULIO E. BLAS IPARRAGUIRRE FACULTAD DE INGENIERIA CIVIL Proyecto : Plano : Alumno : CPA Dibujo: Profesor : LIMA LIMA Dpto: Prov: MAGDALENA DISEÑO VIAL I Fecha: NOV. 2010 Curso: Dist: 1/2000 AGREDA SALVADOR, Luz María julia LONGITUDINAL DE LA CARRETERA 2007231344 PERFIL LONGITUDINAL H: 1/2000 V: 1/200 LEYENDA PLANTA ESC: 1/2000 N 0.55% 1.50% 3.00% 5.00% \W0.99427; PLOTEAR EN \W0.99427; ESCALA \W0.99427; 1/2000 1005 1010 1015 1020 1025 1030 1035 1040 1045 1000 +0.55 +1.50 +5.00 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 400 800 1200 1600 2000 2400 2800 3200 3600 0 4000 -3200 -2800 -2400 -2000 -1600 -1200 -800 -400 +3.00 0+400 0 4 8 12 16 0 -4 -8 -12 -16 -20 CT: 1012.52 A.C: A.R: 3.572 m2 63.504 m2 CR: 1013.80 988 1002 1006 1010 1014 1018 988 1002 1006 1010 1014 1018 0+420 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.83 A.C: A.R: 5.654 m2 50.937 m2 CR: 1014.10 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 0+440 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.84 A.C: A.R: 0.000 m2 68.384 m2 CR: 1014.40 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 0+140 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1015.86 A.C: A.R: 65.552 m2 0.00m2 CR: 1011.24 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+160 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1016.62 A.C: A.R: 78.659 m2 0.00m2 CR: 1011.35 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+180 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1017.04 A.C: A.R: 85.096 m2 0.00m2 CR: 1011.46 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+200 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1018.04 A.C: A.R: 102.270 m2 0.00m2 CR: 1011.57 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+220 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1018.46 A.C: A.R: 107.017 m2 0.00m2 CR: 1011.68 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+240 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1018.08 A.C: A.R: 120.704 m2 0.00m2 CR: 1011.79 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+260 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1017.45 A.C: A.R: 85.235 m2 0.00m2 CR: 1011.90 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+280 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1017.68 A.C: A.R: 89.554 m2 0.00m2 CR: 1012.01 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+300 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1018.24 A.C: A.R: 96.428 m2 0.00m2 CR: 1012.30 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+540 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1014.54 A.C: A.R: 0.000 m2 14.950 m2 CR: 1015.90 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 0+520 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1014.98 A.C: A.R: 0.894 m2 6.854 m2 CR: 1015.60 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+500 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1015.09 A.C: A.R: 2.798 m2 3.289 m2 CR: 1015.30 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+480 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1014.12 A.C: A.R: 2.798 m2 8.831 m2 CR: 1015.00 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+460 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1011.82 A.C: A.R: 0.000 m2 39.536 m2 CR: 1014.70 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+320 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1017.97 A.C: A.R: 81.562 m2 0.000 m2 CR: 1012.60 1030 1010 1014 1018 1022 1026 1030 1010 1014 1018 1022 1026 0+340 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1017.39 A.C: A.R: 67.683 m2 0.000 m2 CR: 1012.90 1030 1010 1014 1018 1022 1026 1030 1010 1014 1018 1022 1026 0+360 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1016.69 A.C: A.R: 50.368 m2 0.000 m2 CR: 1013.20 1030 1010 1014 1018 1022 1026 1030 1010 1014 1018 1022 1026 0+380 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1014.90 A.C: A.R: 21.941 m2 0.195 m2 CR: 1013.50 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+230 0 4 8 12 20 0 -4 -8 -12 -16 -20 CT: 1018.39 A.C: A.R: 106.264 m2 0.00m2 CR: 1011.74 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+250 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1017.70 A.C: A.R: 94.327 m2 0.00m2 CR: 1011.85 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 0+550 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1013.46 A.C: A.R: 0.000 m2 33.674 m2 CR: 1016.05 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 0+530 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1015.00 A.C: A.R: 1.092 m2 9.075 m2 CR: 1015.75 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 16 1022 0+000 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.83 CR: 1010.58 A.C: A.R: 2.091 m2 0.000m2 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 0+060 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1011.10 A.C: A.R: 2.393 m2 0.00m2 CR: 1010.80 0+020 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1010.83 CR: 1010.58 A.C: A.R: 3.514 m2 0.00m2 0+040 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1011.06 A.C: A.R: 3.720 m2 0.00m2 CR: 1010.69 1002 1006 1010 1014 1018 1022 0+080 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1011.73 A.C: A.R: 8.854 m2 0.00m2 CR: 1010.91 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 1002 1006 1010 1014 1018 1022 0+100 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1013.06 A.C: A.R: 22.163 m2 0.00m2 CR: 1011.02 1002 1006 1010 1014 1018 1022 0+120 0 4 8 12 16 20 0 -4 -8 -12 -16 -20 CT: 1015.39 A.C: A.R: 56.939 m2 0.00m2 CR: 1011.13 1006 1010 1014 1018 1022 1026 1006 1010 1014 1018 1022 1026 1002 1006 1010 1014 1018 1022 -24 DISEÑO VIAL - CARRETERA DE TERCERA CLASE ST-01 Lamina : UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Escala: SECCIONES TRANSVERSALES INGº JULIO E. BLAS IPARRAGUIRRE FACULTAD DE INGENIERIA CIVIL Proyecto : Plano : Alumno : CPA Dibujo: Profesor : LIMA LIMA Dpto: Prov: MAGDALENA DISEÑO VIAL I Fecha: DIC. 2010 Curso: Dist: 1/500 AGREDA SALVADOR, Luz María julia DE LA CARRETERA 2007231344 5 2% 2% 1 1 5 5 5 RASANTE CUNETA AREA DE CORTE AREA DE RELLENO 5 1 1.5 SECCION TRANSVERSAL TIPICA 5 TERRENO NATURAL ( TN ) EJE 5 DISEÑO VIAL - CARRETERA DE TERCERA CLASE ST-02 Lamina : UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Escala: SECCIONES TRANSVERSALES INGº JULIO E. BLAS IPARRAGUIRRE FACULTAD DE INGENIERIA CIVIL Proyecto : Plano : Alumno : CPA Dibujo: Profesor : LIMA LIMA Dpto: Prov: MAGDALENA DISEÑO VIAL I Fecha: DIC. 2010 Curso: Dist: 1/500 AGREDA SALVADOR, Luz María julia DE LA CARRETERA 2007231344 5 2% 2% 1 1 5 5 5 RASANTE CUNETA AREA DE CORTE AREA DE RELLENO 5 1 1.5 SECCION TRANSVERSAL TIPICA 5 TERRENO NATURAL ( TN ) EJE 5 DISEÑO VIAL - CARRETERA DE TERCERA CLASE PP-01 Lamina : UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Escala: DIAGRAMA DE MASAS INGº JULIO E. BLAS IPARRAGUIRRE FACULTAD DE INGENIERIA CIVIL Proyecto : Plano : Alumno : CPA Dibujo: Profesor : LIMA LIMA Dpto: Prov: MAGDALENA DISEÑO VIAL I Fecha: NOV. 2010 Curso: Dist: 1/1250 AGREDA SALVADOR, Luz María julia 2007231344 \W0.99427; PLOTEAR EN \W0.99427; ESCALA \W0.99427; 1/1250 \W0.99427; PLOTEAR EN \W0.99427; ESCALA 1/500 H G F E D C B A 500,400 E 500,200 E 500,000 E 8¢900,600 N 8¢900,400 N 8¢900,200 N 8¢900,000 N Nivel de Caudal Maximo = 990.000 m.s.n.m. Nivel de Caudal Maximo = 990.000 m.s.n.m. QUEBRADA A CAUCE DE RIO CAUCE DE RIO CAUCE DE RIO 1040.000 1010.000 1030.000 1020.000 1010.000 1010.000 1050.000 1040.000 1030.000 1020.000 1010.000 1000.000 1000.000 1010.000 1020.000 1030.000 1040.000 1040.000 1050.000 1040.000 1010.000 1020.000 1030.000 1040.000 1070.000 1060.000 1050.000 1010.000 1020.000 1030.000 1040.000 1050.000 1070.000 1060.000 1090.000 1080.000 R Q M O N P K J 501,200 E 501,000 E 500,800 E 500,600 E QUEBRADA C QUEBRADA C QUEBRADA B QUEBRADA B QUEBRADA A 1020.000 1020.000 1010.000 1010.000 1010.000 1030.000 1020.000 1010.000 1030.000 1020.000 1080.000 1070.000 1060.000 1060.000 1060.000 1050.000 1040.000 1030.000 1070.000 1060.000 1050.000 1010.000 1040.000 1030.000 1010.000 1020.000 1020.000 1010.000 DISEÑO VIAL - CARRETERA DE TERCERA CLASE T-01 Lamina : UNIVERSIDAD NACIONAL FEDERICO VILLARREAL Escala: TRAZADO INGº JULIO E. BLAS IPARRAGUIRRE FACULTAD DE INGENIERIA CIVIL Proyecto : Plano : Alumno : CPA Dibujo: Profesor : LIMA LIMA Dpto: Prov: MAGDALENA DISEÑO VIAL I Fecha: SET. 2010 Curso: Dist: 1/2000 AGREDA SALVADOR, Luz María julia DE RUTAS 2007231344 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 42 43 45 46 47 48 49 50 51 7 8 41 44 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 31 33 34 35 36 37 38 39 40 41 INGº JULIO E. BLAS IPARRAGUIRRE CPA LIMA LIMA MAGDALENA DISEÑO VIAL I SET. 2010 1/2000 AGREDA SALVADOR, Luz María julia 2007231344 INGº JULIO E. BLAS IPARRAGUIRRE CPA LIMA LIMA MAGDALENA DISEÑO VIAL I SET. 2010 1/2000 AGREDA SALVADOR, Luz María julia 2007231344 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 1 RUTA 1 RUTA 2 RUTA 3 \W0.99427; PLOTEAR EN \W0.99427; ESCALA \W0.99427; 1/2000 5

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, class, complete, draft, DWG, full, HIGHWAY, nd, pavement, point, points, profile, Project, Road, roads, rolling, route, st, topography