Road Junction DWG Block for AutoCAD

Road Junction DWG Block for AutoCAD

Road junction – Plant

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

a chiclayo, municipal camal, n.m., via, post, bridge, antenna, cistern, aux, poster, slope, elevation, subgrade, terrain, alignment, mileage, existing bridge, carret. pimentel, general plan, responsible :, project :, sheet :, department, province, date :, district, scale :, drawing :, place, clover-way of avoidance, plant

Raw text data extracted from CAD file:

A CHICLAYO CAMAL MUNICIPAL N.M. N.M. N.M. R=15.20 30.000 E-1 28.690 X 27.700 X 28.850 X 29.850 X 27.980 X 28.620 X 29.820 X 28.010 X 29.070 X 29.820 X 28.360 X 29.270 X 30.130 X 28.280 X 30.130 X 30.300 X 30.150 X 30.080 X 27.850 X 30.160 X 29.030 X 28.470 X 27.440 X 28.630 X 29.810 X 27.500 X 28.560 X 29.710 X 27.440 X 27.480 X 27.540 X 29.780 X 27.630 X 29.370 X 27.720 X 28.270 X 33.980 X 28.130 X 29.750 X 27.980 X 31.560 X 33.800 X 27.810 X 33.700 X 29.480 X 27.840 X 34.090 X 29.650 X 28.140 X 36.030 X 30.130 X 28.270 X 37.480 X 30.490 X 28.300 X 34.980 X 29.230 X 28.470 X 36.320 X 30.500 X 28.830 X 37.040 X 34.970 X 31.160 X 29.590 X 35.280 X 32.180 X 31.750 X 34.770 X 31.380 X 31.450 X 34.690 X 31.410 X 30.920 X 34.760 X 31.160 X 30.530 X 33.310 X 30.640 X 30.300 X 32.570 X 30.040 X 30.270 X 31.620 X 30.010 X 30.170 X 30.650 X 30.270 X 30.190 X 30.030 X 29.530 X 28.000 X 27.990 X 28.250 X 30.430 X 30.650 X 28.540 X 30.890 X 31.080 X 28.540 X 30.820 X 31.060 X 28.880 X 30.670 X 30.960 X 28.920 X 29.070 X 30.010 X 29.410 X 29.990 X 31.710 X 31.230 X 30.310 X 29.730 X 30.690 X 30.720 X 30.260 X 29.270 M 30.790 X 30.460 X 27.580 X 27.670 X 28.230 X 33.030 X 28.460 X 28.110 X 28.770 X 33.100 X 29.630 X 29.380 X 30.230 X 33.100 X 29.590 X 30.350 X 32.940 X 29.580 X 29.660 X 33.060 X 29.210 X 29.690 X 32.850 X 30.140 X 28.380 X 28.640 X 31.490 X 32.220 X 28.760 X 32.120 X 28.680 X 27.070 P 27.010 P 27.240 P 27.190 P 27.300 P 27.290 P 27.140 EQ 27.310 P 27.300 P 27.790 EQ 27.470 P 27.490 P 27.620 P 27.620 P 27.880 M 27.830 P 27.810 P 29.580 EQ 28.140 P 28.100 P 28.360 P 28.260 P 27.610 C 27.600 C 27.530 EQ 27.930 C 27.860 C 27.960 EQ 28.400 C 28.320 C 31.010 M 31.380 M 27.090 C 27.270 C 27.470 C 27.720 C 27.610 C 28.130 C 28.370 C 28.820 C 29.070 C 30.060 C 31.240 C 31.880 C 27.340 C 27.550 C 28.130 C 28.170 C 28.490 C 28.580 C 29.190 C 29.390 C 29.590 C 29.850 C 29.280 C 29.670 C 35.495 E-2 31.970 X 32.980 X 34.850 X 32.570 X 34.770 X 32.950 X 33.090 X 24.350 VIA 32.350 VIA 32.360 X 33.060 X 24.830 VIA 31.680 X 33.230 X 25.180 VIA 32.380 X 35.110 X 25.830 VIA 32.880 X 35.820 X 26.370 VIA 33.550 X 37.450 X 27.500 VIA 37.470 X 33.810 X 28.740 VIA 36.830 X 34.000 X 30.650 VIA 35.910 X 33.950 X 32.830 VIA 33.130 VIA 33.130 VIA 33.450 VIA 33.710 X 34.380 X 33.450 VIA 33.770 X 35.450 X 32.920 VIA 33.760 X 35.450 X 31.800 VIA 33.640 X 36.040 X 30.650 VIA 33.280 X 36.340 X 34.340 X 32.400 X 32.460 X 31.420 X 28.740 VIA 32.230 X 30.310 X 27.500 VIA 26.380 VIA 25.750 VIA 24.680 VIA 24.700 VIA 24.460 VIA 24.790 C 29.160 X 27.270 X 24.540 C 26.790 X 29.820 X 24.510 C 28.830 X 26.470 X 24.390 C 24.100 C 26.180 X 23.840 C 26.450 X 23.740 C 26.750 X 25.860 X 23.460 C 26.320 X 25.230 X 23.860 C 25.980 X 25.140 X 23.820 C 24.190 C 24.740 X 24.590 X 25.160 X 24.520 X 24.520 C 25.190 X 24.330 X 24.720 C 24.820 C 24.140 X 24.680 X 24.820 C 24.650 X 24.690 X 24.850 C 24.870 X 24.730 X 24.830 C 24.830 C 25.000 C 25.320 C 23.920 C 25.580 C 23.920 C 25.520 C 23.850 C 24.430 C 25.700 C 24.430 C 26.060 C 24.670 C 26.010 C 26.360 C 26.760 C 27.180 C 35.288 E-3 26.980 C 27.590 X 26.810 C 27.940 X 26.570 C 28.200 X 26.390 C 28.780 X 26.030 C 29.290 X 25.690 C 28.310 X 25.490 C 26.760 X 25.430 C 26.050 X 25.120 C 28.330 X 24.890 C 29.170 X 24.760 C 29.940 X 24.400 C 30.280 X 24.180 C 31.200 X 24.140 C 24.150 C 32.310 X 23.960 C 32.410 X 23.950 C 32.180 X 23.970 C 31.970 X 23.960 C 31.090 X 23.870 C 30.580 X 23.860 C 30.570 X 23.860 C 30.570 X 23.890 C 30.190 X 23.860 C 29.380 X 23.830 C 28.640 X 23.740 C 28.170 X 23.720 C 28.470 X 23.720 C 28.800 X 28.930 X 23.810 C 29.730 X 23.790 C 30.580 X 24.080 C 31.020 X 24.680 EQ 24.690 EQ 25.240 EQ 25.250 P 25.210 P 35.700 X 25.290 M 34.750 X 25.340 M 33.410 X 25.690 M 32.250 X 25.830 M 31.900 X 25.820 M 30.470 X 25.880 M 30.090 X 30.240 X 26.160 M 29.750 X 26.440 M 26.800 M 33.000 X 26.980 M 33.230 X 27.310 C 32.430 X 33.600 C 33.610 X 27.420 C 32.760 C 32.570 C 32.170 C 31.500 C 31.060 C 30.500 C 30.160 C 29.330 C 28.610 C 27.820 C 29.230 C 28.710 C 28.140 C 28.000 C 25.780 X 26.030 X 26.050 X 28.910 X 26.720 X 28.700 X 29.780 X 28.720 X 27.750 X 29.120 X 28.840 X 28.310 X 29.040 X 29.100 X 29.040 X 29.160 X 28.700 X 28.710 EQ 29.100 EQ 29.040 X 29.060 X 29.090 X 29.890 X 28.890 X 29.100 X 28.590 X 29.740 X 29.140 X 29.370 X 28.380 X 29.340 EQ 28.280 EQ 29.520 EQ 30.020 X 30.630 X 28.560 C 28.410 C 30.680 EQ 28.730 C 28.640 C 28.870 C 28.990 C 29.320 C 29.110 C 29.140 C 29.470 C 29.140 C 29.070 C 29.130 C 29.460 C 29.350 C 28.550 C 28.420 C 28.980 C 28.370 C 29.060 C 28.110 C 28.120 C 27.540 C 27.590 C 28.700 C 28.850 C 27.380 C 27.270 C 28.540 C 26.710 C 26.690 C 28.430 C 26.430 C 26.230 C 28.540 C 26.090 C 26.110 C 28.300 C 25.750 C 25.790 C 28.180 C 26.120 C 27.890 C 26.410 C 26.360 C 27.740 C 27.060 C 27.140 C 27.730 C 27.550 C 27.610 C 27.570 C 27.570 C 27.610 C 27.830 C 27.500 C 27.480 C 27.440 C 27.370 C 27.450 C 28.160 C 27.990 C 26.930 POSTE 28.130 C 28.200 C 26.620 POSTE 28.560 C 28.410 C 26.840 POSTE 28.930 C 28.790 C 28.610 POSTE 29.170 C 29.140 C 28.790 POSTE 28.900 POSTE 29.350 C 29.400 C 28.950 POSTE 29.190 POSTE 29.340 C 29.470 C 29.430 C 28.940 POSTE 28.520 X 28.340 X 28.500 X 28.320 X 26.630 X 28.360 X 28.720 X 28.460 POSTE 28.090 POSTE 28.090 X 28.430 X 28.510 X 28.530 X 28.510 X 28.310 X 28.190 X 27.870 X 28.860 X 27.650 X 33.940 PUENTE 34.050 PUENTE 33.930 PUENTE 33.860 PUENTE 33.940 PUENTE 33.960 PUENTE 33.970 PUENTE 33.930 PUENTE 33.900 E-4 34.190 ANTENA 34.180 ANTENA 34.170 ANTENA 34.170 ANTENA 35.310 X 35.410 X 36.310 X 35.900 X 35.460 X 36.220 POSTE 33.670 POSTE 31.290 X 32.740 X 28.210 X 34.280 X 31.390 X 28.280 X 28.280 X 29.810 X 32.860 X 28.380 X 29.580 X 34.970 X 30.010 X 28.370 X 30.450 X 33.370 X 28.370 X 30.230 X 32.430 X 32.920 X 32.190 X 31.950 X 29.190 POSTE 28.500 X 28.570 X 32.870 X 31.370 X 28.460 X 31.110 X 28.440 X 28.440 X 30.900 X 28.440 P 28.570 X 30.510 X 28.570 C 29.600 X 28.820 X 28.350 C 30.110 X 29.190 X 28.730 C 30.370 X 29.540 X 28.520 C 30.990 X 30.080 X 29.020 C 31.360 X 30.780 X 28.730 C 31.470 X 31.570 X 29.140 C 31.790 X 32.020 X 28.890 C 33.080 X 32.940 X 29.390 C 33.280 VIA 33.300 VIA 29.650 C 29.830 C 29.360 C 30.120 C 32.330 VIA 32.420 VIA 30.550 C 32.230 VIA 32.320 VIA 31.160 C 30.960 C 32.100 VIA 32.090 VIA 32.330 C 31.960 VIA 32.050 VIA 32.950 C 32.100 VIA 32.240 VIA 32.960 C 32.430 VIA 32.510 VIA 32.940 C 32.900 VIA 32.930 VIA 33.220 VIA 33.190 VIA 33.140 POSTE 33.510 VIA 33.480 VIA 33.680 VIA 33.540 VIA 32.700 POSTE 32.220 POSTE 32.000 POSTE 33.760 X 34.030 X 32.480 POSTE 33.860 X 35.970 X 33.860 X 37.110 X 33.730 X 31.890 POSTE 37.450 X 33.650 X 31.860 POSTE 33.580 X 37.400 X 33.480 X 35.930 X 35.860 X 33.280 X 30.030 POSTE 36.610 POSTE 32.100 POSTE 37.560 POSTE 32.230 POSTE 35.280 POSTE 35.290 POSTE 33.930 POSTE 32.840 X 31.840 X 30.300 X 30.550 X 31.950 X 31.300 X 29.740 CISTERNA 31.700 X 31.190 X 29.720 CISTERNA 32.180 CISTERNA 32.180 X 31.170 X 29.690 CISTERNA 32.330 X 31.770 X 29.700 CISTERNA 32.290 X 31.880 X 32.440 X 32.050 X 32.570 X 32.440 X 31.310 X 31.320 M 30.940 M 30.530 M 30.350 M 29.910 M 29.790 M 29.740 M 29.180 M 29.070 EQ 28.750 EQ 30.116 E-5 32.648 AUX 30.060 X 32.990 X 29.260 M 32.840 M 32.840 X 29.840 X 29.610 EQ 29.500 X 28.980 M 32.280 X 29.990 X 29.950 M 31.780 X 31.440 X 31.400 M 28.870 EQ 29.650 X 30.050 X 27.710 X 28.400 X 28.600 X 27.450 X 28.060 X 28.230 X 27.970 X 27.490 X 27.230 X 27.510 X 27.990 X 27.420 X 30.140 X 29.710 X 30.250 X 30.180 X 28.540 EQ 29.970 X 29.590 X 30.020 X 29.620 X 28.520 X 29.180 X 28.840 X 28.410 X 28.060 X 28.860 X 29.150 X 28.860 CARTEL 28.700 CARTEL 27.540 X 30.880 X 27.090 X 28.770 X 29.970 X 29.190 X 27.660 C 27.930 C 27.860 C 27.780 C 28.100 C 28.030 C 28.210 C 27.940 C 28.230 C 28.120 C 28.470 C 28.420 C 28.480 C 28.650 C 28.330 C 28.790 C 28.480 C 28.440 C 28.140 POSTE 29.010 C 28.720 C 28.250 POSTE 28.300 POSTE 29.290 C 29.020 C 28.730 POSTE 28.670 POSTE 28.980 POSTE 29.250 C 29.440 C 28.850 POSTE 28.940 POSTE 29.050 POSTE 29.060 POSTE 29.150 POSTE 29.200 POSTE 29.240 POSTE 28.930 POSTE 28.820 POSTE 28.630 POSTE 29.250 POSTE 29.410 POSTE 29.232 E-6 29.272 AUX 28.440 M 28.330 M 28.000 M 27.800 M 27.630 M 27.800 M 28.190 M 28.450 M 28.210 M 27.940 M 27.590 C 27.590 C 27.640 C 28.390 X 29.390 POSTE 27.770 C 27.520 X 27.590 X 27.590 C 27.820 X 27.300 X 27.400 C 27.400 C 27.700 X 27.030 C 27.270 X 26.810 C 26.830 X 27.270 M 27.570 POSTE 26.850 C 26.260 X 26.870 X 28.300 X 26.780 C 26.280 C 26.500 C 26.630 C 26.160 C 28.170 X 26.240 X 26.810 X 26.470 C 26.620 C 26.440 C 26.530 C 26.240 C 26.340 C 26.060 C 26.100 C 26.070 X 26.020 X 26.020 C 26.010 C 26.510 M 25.830 C 25.760 C 26.100 X 25.750 X 25.730 X 26.060 C 25.970 C 27.820 X 26.150 X 26.180 X 25.530 C PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-4 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PI-5 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 32.332 32.295 32.229 32.142 32.062 32.043 32.046 32.097 32.153 32.208 32.316 32.410 32.506 32.624 32.742 32.854 32.927 33.016 33.168 33.263 33.330 33.411 33.547 33.635 33.924 33.949 33.721 33.705 33.719 33.703 33.576 33.431 33.145 32.869 32.597 32.169 31.713 31.218 30.740 30.308 29.887 29.467 29.049 28.647 28.284 27.922 27.566 27.252 26.947 26.642 26.327 26.061 25.817 25.566 25.354 25.143 24.931 24.783 24.623 24.459 0+590.979 = 24.443 20.000 20.000 30.000 30.000 40.000 40.000 +0.008 +0.040 +0.096 +0.176 +0.120 +0.056 +0.016 +0.000 -0.014 -0.074 -0.181 -0.334 -0.534 -0.780 -0.634 -0.414 -0.241 -0.114 -0.034 -0.001 +0.003 +0.022 +0.058 +0.110 +0.178 +0.263 +0.365 +0.483 +0.618 +0.580 +0.450 +0.336 +0.239 +0.158 +0.094 +0.046 +0.015 +0.001 LCV = 0.000 PIV = 0+000 ELV = 32.345 32.345 LCV = 80.000 PIV = 0+061.670 ELV = 31.812 31.812 PCV = 0+021.670 ELV = 32.158 PTV = 0+101.670 ELV = 32.231 LCV = 120.000 PIV = 0+302.150 ELV = 34.333 34.333 PCV = 0+242.150 ELV = 33.704 PTV = 0+362.150 ELV = 31.606 LCV = 180.000 PIV = 0+483.650 ELV = 26.083 26.083 PCV = 0+393.650 ELV = 30.174 PTV = 0+573.650 ELV = 24.678 LCV = 0.000 PIV = 0+590.980 ELV = 24.407 24.407 32.345 32.259 32.172 32.094 32.039 32.009 32.002 32.019 32.060 32.125 32.214 32.319 32.424 32.528 32.633 32.738 32.843 32.948 33.053 33.158 33.262 33.367 33.472 33.577 33.682 33.772 33.817 33.816 33.767 33.672 33.531 33.342 33.108 32.826 32.498 32.124 31.702 31.249 30.794 30.340 29.889 29.453 29.034 28.631 28.245 27.876 27.523 27.187 26.867 26.564 26.277 26.007 25.754 25.517 25.297 25.093 24.906 24.736 24.579 24.422 -0.864% en 61.668 m +1.048% en 240.482 m -4.546% en 181.497 m -1.561% en 107.332 m 0+000 0+100 0+200 0+300 0+400 0+500 0+590.979 EJE 3 IZQ VIA EVITAMIENTO PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 32.368 32.236 32.190 32.145 32.068 31.997 31.995 32.036 32.077 32.131 32.250 32.368 32.474 32.582 32.684 32.785 32.887 32.980 33.109 33.205 33.152 33.363 33.512 33.564 33.942 33.929 33.874 33.776 33.747 33.729 33.598 33.433 33.174 32.885 32.566 32.220 31.780 31.256 30.741 30.310 29.895 29.481 29.066 28.663 28.307 27.954 27.602 27.280 26.955 26.630 26.317 26.095 25.880 25.623 25.351 25.121 24.977 24.833 24.632 24.413 0+590.979 = 24.394 20.000 20.000 30.000 30.000 40.000 40.000 +0.008 +0.040 +0.096 +0.176 +0.120 +0.056 +0.016 +0.000 -0.014 -0.074 -0.181 -0.334 -0.534 -0.780 -0.634 -0.414 -0.241 -0.114 -0.034 -0.001 +0.003 +0.022 +0.058 +0.110 +0.178 +0.263 +0.365 +0.483 +0.618 +0.580 +0.450 +0.336 +0.239 +0.158 +0.094 +0.046 +0.015 +0.001 LCV = 0.000 PIV = 0+000 ELV = 32.345 32.345 LCV = 80.000 PIV = 0+061.670 ELV = 31.812 31.812 PCV = 0+021.670 ELV = 32.158 PTV = 0+101.670 ELV = 32.231 LCV = 120.000 PIV = 0+302.150 ELV = 34.333 34.333 PCV = 0+242.150 ELV = 33.704 PTV = 0+362.150 ELV = 31.606 LCV = 180.000 PIV = 0+483.650 ELV = 26.083 26.083 PCV = 0+393.650 ELV = 30.174 PTV = 0+573.650 ELV = 24.678 LCV = 0.000 PIV = 0+590.980 ELV = 24.407 24.407 32.345 32.259 32.172 32.094 32.039 32.009 32.002 32.019 32.060 32.125 32.214 32.319 32.424 32.528 32.633 32.738 32.843 32.948 33.053 33.158 33.262 33.367 33.472 33.577 33.682 33.772 33.817 33.816 33.767 33.672 33.531 33.342 33.108 32.826 32.498 32.124 31.702 31.249 30.794 30.340 29.889 29.453 29.034 28.631 28.245 27.876 27.523 27.187 26.867 26.564 26.277 26.007 25.754 25.517 25.297 25.093 24.906 24.736 24.579 24.422 -0.864% en 61.668 m +1.048% en 240.482 m -4.546% en 181.497 m -1.561% en 107.332 m 0+000 0+100 0+200 0+300 0+400 0+500 0+590.979 EJE 4 DER VIA EVITAMIENTO PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 25.998 25.997 25.996 25.994 25.992 25.992 26.076 26.192 26.314 26.471 26.645 26.839 27.021 27.129 27.246 27.349 28.475 29.313 30.068 29.454 27.947 28.144 28.288 28.787 29.350 30.778 33.387 33.784 33.717 33.692 34.515 31.971 29.748 28.444 28.229 28.255 28.456 28.520 28.395 28.702 28.712 28.823 28.958 29.082 29.139 29.034 29.132 29.276 29.397 29.417 29.425 29.323 29.184 29.475 29.427 29.379 29.450 29.792 30.046 30.216 30.105 0+602.622 = 30.072 20.000 20.000 30.000 30.000 40.000 40.000 +0.001 +0.006 +0.013 +0.024 +0.015 +0.007 +0.002 +0.000 +0.002 +0.012 +0.029 +0.054 +0.086 +0.066 +0.038 +0.018 +0.005 +0.000 LCV = 0.000 PIV = 0+000 ELV = 25.995 25.995 LCV = 80.000 PIV = 0+050.600 ELV = 26.031 26.031 PCV = 0+010.600 ELV = 26.003 PTV = 0+090.600 ELV = 26.158 LCV = 100.000 PIV = 0+291.970 ELV = 26.800 26.800 PCV = 0+241.970 ELV = 26.641 PTV = 0+341.970 ELV = 27.332 LCV = 0.000 PIV = 0+602.620 ELV = 30.105 30.105 PI-Nº: 1 R: 505.000 PI-Nº: 2 R: 495.000 25.995 26.002 26.010 26.022 26.037 26.054 26.075 26.099 26.126 26.157 26.188 26.220 26.252 26.284 26.316 26.348 26.380 26.411 26.443 26.475 26.507 26.539 26.571 26.603 26.634 26.669 26.710 26.759 26.816 26.880 26.951 27.030 27.116 27.210 27.311 27.417 27.524 27.630 27.737 27.843 27.949 28.056 28.162 28.268 28.375 28.481 28.588 28.694 28.800 28.907 29.013 29.120 29.226 29.332 29.439 29.545 29.652 29.758 29.864 29.971 30.077 +0.070% en 50.597 m +0.319% en 241.377 m +1.064% en 310.648 m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+602.622 EJE 1 IZQ PIMENTEL PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 25.999 26.003 26.008 26.012 26.015 26.019 26.094 26.200 26.318 26.495 26.725 26.920 27.110 27.332 27.484 27.550 27.546 28.881 30.192 28.914 28.093 28.275 28.912 29.538 30.178 32.374 34.417 33.748 33.730 33.705 34.506 33.237 30.093 29.133 28.332 28.199 28.053 27.957 28.004 28.266 28.417 28.618 28.730 28.787 28.912 29.127 29.098 29.237 29.301 29.325 29.408 29.402 29.435 29.454 29.380 29.306 29.322 29.875 29.982 30.197 30.185 0+604.620 = 30.127 20.000 20.000 30.000 30.000 40.000 40.000 +0.001 +0.006 +0.013 +0.024 +0.015 +0.007 +0.002 +0.000 +0.002 +0.012 +0.029 +0.054 +0.086 +0.066 +0.038 +0.018 +0.005 +0.000 LCV = 0.000 PIV = 0+000 ELV = 25.995 25.995 LCV = 80.000 PIV = 0+050.600 ELV = 26.031 26.031 PCV = 0+010.600 ELV = 26.003 PTV = 0+090.600 ELV = 26.158 LCV = 100.000 PIV = 0+291.970 ELV = 26.800 26.800 PCV = 0+241.970 ELV = 26.641 PTV = 0+341.970 ELV = 27.332 LCV = 0.000 PIV = 0+604.620 ELV = 30.126 30.126 PI-Nº: 1 R: 495.000 PI-Nº: 2 R: 505.000 25.995 26.002 26.010 26.022 26.037 26.054 26.075 26.099 26.126 26.157 26.188 26.220 26.252 26.284 26.316 26.348 26.380 26.411 26.443 26.475 26.507 26.539 26.571 26.603 26.634 26.669 26.710 26.759 26.816 26.880 26.951 27.030 27.116 27.210 27.311 27.417 27.524 27.630 27.737 27.843 27.949 28.056 28.162 28.268 28.375 28.481 28.588 28.694 28.800 28.907 29.013 29.120 29.226 29.332 29.439 29.545 29.652 29.758 29.864 29.971 30.077 +0.070% en 50.597 m +0.319% en 241.377 m +1.064% en 312.646 m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+604.620 EJE 2 DER PIMENTEL PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 25.940 25.924 26.024 26.160 26.296 26.436 26.684 26.987 27.189 27.400 27.640 27.898 28.060 28.267 28.805 29.459 29.281 29.862 30.053 30.834 30.856 30.861 30.137 29.544 29.295 29.071 28.852 28.633 28.413 28.195 27.973 27.742 27.498 27.238 26.964 26.674 26.242 26.039 25.851 25.623 25.352 25.081 24.925 0+424.366 = 24.857 20.000 20.000 30.000 30.000 40.000 40.000 +0.000 +0.033 +0.119 +0.218 +0.093 +0.020 -0.004 -0.056 -0.166 -0.334 -0.560 -0.619 -0.380 -0.199 -0.076 -0.011 -0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 25.943 25.943 LCV = 60.000 PIV = 0+058.750 ELV = 25.996 25.996 PCV = 0+028.750 ELV = 25.969 PTV = 0+088.750 ELV = 26.971 LCV = 100.000 PIV = 0+196.130 ELV = 30.461 30.461 PCV = 0+146.130 ELV = 28.836 PTV = 0+246.130 ELV = 29.178 LCV = 0.000 PIV = 0+360 ELV = 26.254 26.254 LCV = 0.000 PIV = 0+400 ELV = 25.280 25.280 LCV = 0.000 PIV = 0+424.370 ELV = 24.789 24.789 PI-Nº: 1 R: 0.000 PI-Nº: 2 R: 0.000 PI-Nº: 3 R: 0.000 PI-Nº: 4 R: 0.000 PI-Nº: 5 R: 0.000 PI-Nº: 6 R: 100.000 PI-Nº: 7 R: 0.000 PI-Nº: 8 R: 0.000 PI-Nº: 9 R: 0.000 PI-Nº: 10 R: 0.000 PI-Nº: 11 R: 0.000 PI-Nº: 12 R: 0.000 PI-Nº: 13 R: 0.000 PI-Nº: 14 R: 0.000 PI-Nº: 15 R: 0.000 PI-Nº: 16 R: 0.000 PI-Nº: 17 R: 150.000 PI-Nº: 18 R: 0.000 PI-Nº: 19 R: 0.000 PI-Nº: 20 R: 0.000 PI-Nº: 21 R: 0.000 PI-Nº: 22 R: 0.000 25.943 25.952 25.961 25.970 26.012 26.107 26.254 26.454 26.707 27.012 27.337 27.662 27.987 28.312 28.637 28.957 29.231 29.446 29.603 29.702 29.743 29.725 29.650 29.516 29.324 29.078 28.821 28.565 28.308 28.051 27.795 27.538 27.281 27.025 26.768 26.511 26.254 26.011 25.767 25.524 25.280 25.079 24.877 +0.090% en 58.749 m +3.250% en 137.379 m -2.567% en 163.872 m -2.435% en 40.000 m -2.015% en 24.366 m 0+000 0+100 0+200 0+300 0+400 0+424.366 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 25.940 25.924 26.024 26.297 26.436 26.687 26.988 27.190 27.402 27.641 27.900 28.060 28.267 28.778 29.440 29.279 29.862 26.362 26.076 25.893 25.680 25.410 31.982 31.461 30.944 30.429 30.013 29.597 29.181 28.770 28.417 28.064 27.712 27.373 27.048 26.723 26.363 26.086 25.866 25.627 25.355 25.083 24.926 0+424.460 = 24.857 20.000 20.000 30.000 30.000 40.000 40.000 +0.000 +0.033 +0.119 +0.218 +0.093 +0.020 -0.004 -0.056 -0.166 -0.334 -0.560 -0.619 -0.380 -0.199 -0.076 -0.011 -0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 25.943 25.943 LCV = 60.000 PIV = 0+058.760 ELV = 25.996 25.996 PCV = 0+028.760 ELV = 25.969 PTV = 0+088.760 ELV = 26.971 LCV = 100.000 PIV = 0+196.130 ELV = 30.461 30.461 PCV = 0+146.130 ELV = 28.836 PTV = 0+246.130 ELV = 29.177 LCV = 0.000 PIV = 0+360 ELV = 26.254 26.254 LCV = 0.000 PIV = 0+400 ELV = 25.280 25.280 LCV = 0.000 PIV = 0+424.370 ELV = 24.789 24.789 PI-Nº: 1 R: 100.000 PI-Nº: 2 R: 150.000 25.943 25.952 25.961 25.971 26.012 26.107 26.254 26.454 26.707 27.012 27.337 27.662 27.987 28.312 28.637 28.957 29.231 29.446 29.603 29.702 29.743 29.725 29.650 29.516 29.324 29.078 28.821 28.564 28.308 28.051 27.794 27.537 27.281 27.024 26.767 26.511 26.254 26.011 25.767 25.524 25.280 25.078 24.877 +0.090% en 58.756 m +3.250% en 137.372 m -2.567% en 163.872 m -2.435% en 40.000 m -2.015% en 24.366 m 0+000 0+100 0+200 0+300 0+400 0+424.460 eje 5 este norte PI-5 PI-5 PI-5 PI-5 PI-5 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 24.900 25.112 25.324 25.535 25.756 26.016 26.282 26.524 26.536 26.430 26.205 26.161 26.019 25.952 25.979 26.051 26.232 26.405 26.603 27.155 27.335 26.908 26.802 26.697 27.035 26.731 26.942 27.466 28.269 28.513 27.602 27.684 28.098 28.372 28.579 28.766 28.996 29.103 29.188 29.171 29.147 0+407.207 = 29.164 20.000 20.000 30.000 30.000 -0.000 +0.000 -0.020 -0.081 -0.182 -0.081 -0.020 +0.000 +0.000 +0.007 +0.028 +0.063 +0.112 +0.063 +0.028 +0.007 +0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 24.781 24.781 LCV = 0.000 PIV = 0+040 ELV = 25.617 25.617 LCV = 60.000 PIV = 0+100 ELV = 27.147 27.147 PCV = 0+070 ELV = 26.382 PTV = 0+130 ELV = 27.185 LCV = 80.000 PIV = 0+280 ELV = 27.375 27.375 PCV = 0+240 ELV = 27.324 PTV = 0+320 ELV = 27.875 LCV = 0.000 PIV = 0+370 ELV = 28.500 28.500 LCV = 0.000 PIV = 0+407.210 ELV = 28.896 28.896 PI-Nº: 1 R: 0.000 PI-Nº: 2 R: 0.000 PI-Nº: 3 R: 0.000 PI-Nº: 4 R: 0.000 PI-Nº: 5 R: 0.000 PI-Nº: 6 R: 150.000 PI-Nº: 7 R: 0.000 PI-Nº: 8 R: 0.000 PI-Nº: 9 R: 0.000 PI-Nº: 10 R: 0.000 PI-Nº: 11 R: 0.000 PI-Nº: 12 R: 0.000 PI-Nº: 13 R: 0.000 PI-Nº: 14 R: 0.000 PI-Nº: 15 R: 0.000 PI-Nº: 16 R: 0.000 PI-Nº: 17 R: 100.000 PI-Nº: 18 R: 0.000 PI-Nº: 19 R: 0.000 PI-Nº: 20 R: 0.000 PI-Nº: 21 R: 0.000 PI-Nº: 22 R: 0.000 24.781 24.990 25.199 25.408 25.617 25.872 26.127 26.382 26.617 26.811 26.965 27.079 27.152 27.185 27.198 27.210 27.223 27.236 27.248 27.261 27.274 27.286 27.299 27.312 27.324 27.344 27.378 27.426 27.487 27.563 27.653 27.757 27.875 28.000 28.125 28.250 28.375 28.500 28.606 28.713 28.819 +2.090% en 40.000 m +2.550% en 60.000 m +0.127% en 180.000 m +1.250% en 90.000 m +1.064% en 37.207 m 0+000 0+100 0+200 0+300 0+400 0+407.207 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 24.900 25.112 25.324 25.535 25.757 26.016 26.282 26.577 26.882 27.186 25.737 25.996 26.263 26.519 26.540 26.443 26.227 26.168 26.033 25.950 25.977 33.913 33.189 31.182 29.336 28.471 28.357 28.116 28.014 27.964 28.037 28.170 28.409 28.548 28.652 28.786 28.999 29.103 29.188 29.171 29.147 0+407.243 = 29.164 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 +0.000 -0.020 -0.081 -0.182 -0.081 -0.020 +0.000 +0.000 +0.007 +0.028 +0.063 +0.112 +0.063 +0.028 +0.007 +0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 24.781 24.781 LCV = 0.000 PIV = 0+040 ELV = 25.617 25.617 LCV = 60.000 PIV = 0+100 ELV = 27.147 27.147 PCV = 0+070 ELV = 26.382 PTV = 0+130 ELV = 27.185 LCV = 80.000 PIV = 0+280 ELV = 27.375 27.375 PCV = 0+240 ELV = 27.324 PTV = 0+320 ELV = 27.875 LCV = 0.000 PIV = 0+370 ELV = 28.500 28.500 LCV = 0.000 PIV = 0+407.210 ELV = 28.896 28.896 PI-Nº: 1 R: 150.000 PI-Nº: 2 R: 100.000 24.781 24.990 25.199 25.408 25.617 25.872 26.127 26.382 26.617 26.811 26.965 27.079 27.152 27.185 27.198 27.210 27.223 27.236 27.248 27.261 27.274 27.286 27.299 27.312 27.324 27.344 27.378 27.426 27.487 27.563 27.653 27.757 27.875 28.000 28.125 28.250 28.375 28.500 28.606 28.713 28.819 +2.090% en 40.000 m +2.550% en 60.000 m +0.127% en 180.000 m +1.250% en 90.000 m +1.064% en 37.207 m 0+000 0+100 0+200 0+300 0+400 0+407.243 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 29.406 29.398 29.370 29.320 29.151 28.998 29.011 29.045 29.029 28.898 28.799 28.723 29.021 29.223 29.349 29.461 29.628 29.825 30.313 30.533 30.941 31.491 31.876 32.074 31.966 32.236 32.435 32.400 32.284 32.226 32.140 32.083 32.056 32.074 32.116 0+348.060 = 32.186 20.000 20.000 30.000 30.000 40.000 40.000 +0.025 +0.112 +0.261 +0.135 +0.037 +0.000 -0.015 -0.065 -0.151 -0.272 -0.171 -0.079 -0.021 -0.000 -0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 28.919 28.919 LCV = 60.000 PIV = 0+090.910 ELV = 27.911 27.911 PCV = 0+060.910 ELV = 28.243 PTV = 0+120.910 ELV = 28.689 LCV = 80.000 PIV = 0+250.960 ELV = 32.062 32.062 PCV = 0+210.960 ELV = 31.025 PTV = 0+290.960 ELV = 31.956 LCV = 0.000 PIV = 0+310 ELV = 31.906 31.906 LCV = 0.000 PIV = 0+330 ELV = 31.936 31.936 LCV = 0.000 PIV = 0+348.060 ELV = 32.041 32.041 PI-Nº: 1 R: 0.000 PI-Nº: 2 R: 0.000 PI-Nº: 3 R: 0.000 PI-Nº: 4 R: 0.000 PI-Nº: 5 R: 65.000 PI-Nº: 6 R: 0.000 PI-Nº: 7 R: 0.000 PI-Nº: 8 R: 0.000 PI-Nº: 9 R: 0.000 PI-Nº: 10 R: 0.000 PI-Nº: 11 R: 0.000 PI-Nº: 12 R: 0.000 PI-Nº: 13 R: 0.000 PI-Nº: 14 R: 100.000 PI-Nº: 15 R: 0.000 PI-Nº: 16 R: 0.000 PI-Nº: 17 R: 0.000 PI-Nº: 18 R: 0.000 28.919 28.808 28.697 28.587 28.476 28.365 28.254 28.169 28.145 28.183 28.282 28.443 28.666 28.925 29.184 29.444 29.703 29.962 30.222 30.481 30.740 31.000 31.244 31.454 31.627 31.765 31.867 31.933 31.964 31.958 31.932 31.906 31.921 31.936 31.994 -1.108% en 90.912 m +2.594% en 160.051 m -0.265% en 59.037 m +0.150% en 20.000 m +0.581% en 18.060 m 0+000 0+100 0+200 0+300 0+348.060 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 29.406 29.398 29.071 29.020 29.025 29.064 28.948 28.851 28.753 28.871 29.118 29.316 32.226 32.140 32.083 33.596 33.509 33.419 33.337 33.231 33.078 32.930 32.904 32.786 32.669 32.551 32.449 32.355 32.262 32.195 32.140 32.084 32.056 32.074 32.116 0+348.131 = 32.186 20.000 20.000 30.000 30.000 40.000 40.000 +0.025 +0.112 +0.261 +0.135 +0.037 +0.000 -0.015 -0.065 -0.151 -0.272 -0.171 -0.079 -0.021 -0.000 -0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 28.919 28.919 LCV = 60.000 PIV = 0+090.910 ELV = 27.911 27.911 PCV = 0+060.910 ELV = 28.243 PTV = 0+120.910 ELV = 28.689 LCV = 80.000 PIV = 0+250.960 ELV = 32.062 32.062 PCV = 0+210.960 ELV = 31.025 PTV = 0+290.960 ELV = 31.956 LCV = 0.000 PIV = 0+310 ELV = 31.906 31.906 LCV = 0.000 PIV = 0+330 ELV = 31.936 31.936 LCV = 0.000 PIV = 0+348.060 ELV = 32.041 32.041 PI-Nº: 1 R: 65.000 PI-Nº: 2 R: 100.000 28.919 28.808 28.697 28.587 28.476 28.365 28.254 28.169 28.145 28.183 28.282 28.443 28.666 28.925 29.184 29.444 29.703 29.962 30.222 30.481 30.740 31.000 31.244 31.454 31.627 31.765 31.867 31.933 31.964 31.958 31.932 31.906 31.921 31.936 31.994 -1.108% en 90.912 m +2.594% en 160.051 m -0.265% en 59.037 m +0.150% en 20.000 m +0.581% en 18.060 m 0+000 0+100 0+200 0+300 0+348.131 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 32.077 32.005 31.973 32.014 32.054 32.072 31.967 31.781 31.487 31.148 30.025 29.297 28.689 28.357 28.053 27.673 27.398 27.304 27.367 27.484 27.711 27.845 27.648 27.374 27.430 27.426 27.367 27.329 27.198 27.094 26.981 0+303.576 = 26.919 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 -0.000 -0.072 -0.258 -0.062 +0.003 +0.036 +0.104 +0.207 +0.345 +0.518 +0.726 +0.755 +0.543 +0.365 +0.223 +0.115 +0.043 +0.006 LCV = 0.000 PIV = 0+000 ELV = 31.952 31.952 LCV = 0.000 PIV = 0+020 ELV = 31.909 31.909 LCV = 40.000 PIV = 0+069.610 ELV = 32.081 32.081 PCV = 0+049.610 ELV = 32.012 PTV = 0+089.620 ELV = 31.079 LCV = 140.000 PIV = 0+185.640 ELV = 26.270 26.270 PCV = 0+115.640 ELV = 29.776 PTV = 0+255.640 ELV = 26.201 LCV = 0.000 PIV = 0+303.580 ELV = 26.154 26.154 PI-Nº: 1 R: 0.000 PI-Nº: 2 R: 0.000 PI-Nº: 3 R: 0.000 PI-Nº: 4 R: 0.000 PI-Nº: 5 R: 0.000 PI-Nº: 6 R: 0.000 PI-Nº: 7 R: 50.000 PI-Nº: 8 R: 0.000 PI-Nº: 9 R: 0.000 PI-Nº: 10 R: 0.000 PI-Nº: 11 R: 0.000 PI-Nº: 12 R: 0.000 PI-Nº: 13 R: 0.000 PI-Nº: 14 R: 0.000 PI-Nº: 15 R: 0.000 PI-Nº: 16 R: 0.000 PI-Nº: 17 R: 0.000 PI-Nº: 18 R: 0.000 PI-Nº: 19 R: 0.000 PI-Nº: 20 R: 0.000 PI-Nº: 21 R: 0.000 PI-Nº: 22 R: 50.000 PI-Nº: 23 R: 0.000 PI-Nº: 24 R: 0.000 PI-Nº: 25 R: 0.000 PI-Nº: 26 R: 0.000 PI-Nº: 27 R: 0.000 PI-Nº: 28 R: 0.000 PI-Nº: 29 R: 0.000 PI-Nº: 30 R: 0.000 PI-Nº: 31 R: 0.000 PI-Nº: 32 R: 0.000 PI-Nº: 33 R: 0.000 PI-Nº: 34 R: 28.000 PI-Nº: 35 R: 0.000 PI-Nº: 36 R: 0.000 PI-Nº: 37 R: 0.000 PI-Nº: 38 R: 0.000 PI-Nº: 39 R: 0.000 31.952 31.931 31.909 31.944 31.978 32.013 31.976 31.804 31.499 31.060 30.559 30.059 29.561 29.093 28.660 28.262 27.900 27.572 27.279 27.021 26.798 26.611 26.459 26.341 26.259 26.212 26.196 26.186 26.177 26.167 26.157 -0.215% en 20.000 m +0.347% en 49.615 m -5.008% en 116.020 m -0.099% en 117.941 m 0+000 0+100 0+200 0+300 0+303.576 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 32.077 32.005 32.069 32.033 31.915 31.690 31.573 30.910 29.769 29.080 29.817 32.978 34.463 33.691 33.715 33.846 33.384 29.760 28.704 28.077 27.982 27.834 28.077 29.266 27.956 27.438 27.365 27.329 27.199 27.095 26.983 0+303.680 = 26.919 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 -0.000 -0.072 -0.258 -0.062 +0.003 +0.036 +0.104 +0.207 +0.345 +0.518 +0.726 +0.755 +0.543 +0.365 +0.223 +0.115 +0.043 +0.006 LCV = 0.000 PIV = 0+000 ELV = 31.952 31.952 LCV = 0.000 PIV = 0+020 ELV = 31.909 31.909 LCV = 40.000 PIV = 0+069.610 ELV = 32.081 32.081 PCV = 0+049.610 ELV = 32.012 PTV = 0+089.620 ELV = 31.079 LCV = 140.000 PIV = 0+185.640 ELV = 26.270 26.270 PCV = 0+115.640 ELV = 29.776 PTV = 0+255.640 ELV = 26.201 LCV = 0.000 PIV = 0+303.580 ELV = 26.154 26.154 PI-Nº: 1 R: 50.000 PI-Nº: 2 R: 50.000 PI-Nº: 3 R: 28.000 31.952 31.931 31.909 31.944 31.978 32.013 31.976 31.804 31.499 31.060 30.559 30.059 29.561 29.093 28.660 28.262 27.900 27.572 27.279 27.021 26.798 26.611 26.459 26.341 26.259 26.212 26.196 26.186 26.177 26.167 26.157 -0.215% en 20.000 m +0.347% en 49.615 m -5.008% en 116.020 m -0.099% en 117.941 m 0+000 0+100 0+200 0+300 0+303.680 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 34.405 34.183 33.626 33.210 32.993 32.806 32.572 32.704 30.192 30.212 30.200 30.061 30.090 30.552 30.832 30.433 30.024 29.610 29.215 28.813 28.510 28.543 28.814 29.346 29.864 32.567 34.723 33.743 33.732 33.719 34.435 33.685 31.830 29.783 29.073 28.759 28.970 28.608 28.195 27.934 28.114 27.050 27.059 27.327 28.037 28.648 28.825 30.020 31.172 32.169 32.539 32.852 33.111 33.403 33.556 33.682 0+552.175 = 33.710 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 -0.000 +0.000 -0.005 -0.018 -0.041 -0.074 -0.041 -0.018 -0.005 +0.000 +0.000 +0.028 +0.111 +0.249 +0.443 +0.249 +0.111 +0.028 +0.000 -0.000 -0.000 +0.000 +0.017 +0.068 +0.152 +0.270 +0.152 +0.068 +0.017 +0.000 +0.000 +0.000 +0.001 +0.002 +0.004 +0.002 +0.001 +0.000 +0.000 -0.000 -0.000 -0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 33.599 33.599 LCV = 0.000 PIV = 0+020 ELV = 33.290 33.290 LCV = 0.000 PIV = 0+040 ELV = 32.795 32.795 LCV = 80.000 PIV = 0+090 ELV = 31.200 31.200 PCV = 0+050 ELV = 32.476 PTV = 0+130 ELV = 29.629 LCV = 80.000 PIV = 0+210 ELV = 26.488 26.488 PCV = 0+170 ELV = 28.059 PTV = 0+250 ELV = 26.690 LCV = 0.000 PIV = 0+270 ELV = 26.791 26.791 LCV = 0.000 PIV = 0+290 ELV = 26.907 26.907 LCV = 80.000 PIV = 0+350 ELV = 27.303 27.303 PCV = 0+310 ELV = 27.039 PTV = 0+390 ELV = 28.647 LCV = 80.000 PIV = 0+460 ELV = 31.000 31.000 PCV = 0+420 ELV = 29.656 PTV = 0+500 ELV = 32.360 LCV = 0.000 PIV = 0+510 ELV = 32.700 32.700 LCV = 0.000 PIV = 0+520 ELV = 32.986 32.986 LCV = 0.000 PIV = 0+530 ELV = 33.225 33.225 LCV = 0.000 PIV = 0+540 ELV = 33.418 33.418 LCV = 0.000 PIV = 0+552.170 ELV = 33.590 33.590 PI-Nº: 1 R: 0.000 PI-Nº: 2 R: 0.000 PI-Nº: 3 R: 0.000 PI-Nº: 4 R: 0.000 PI-Nº: 5 R: 0.000 PI-Nº: 6 R: 0.000 PI-Nº: 7 R: 0.000 PI-Nº: 8 R: 0.000 PI-Nº: 9 R: 28.000 PI-Nº: 10 R: 0.000 PI-Nº: 11 R: 0.000 PI-Nº: 12 R: 0.000 PI-Nº: 13 R: 0.000 PI-Nº: 14 R: 0.000 PI-Nº: 15 R: 0.000 PI-Nº: 16 R: 0.000 PI-Nº: 17 R: 0.000 PI-Nº: 18 R: 0.000 PI-Nº: 19 R: 0.000 PI-Nº: 20 R: 0.000 PI-Nº: 21 R: 0.000 PI-Nº: 22 R: 0.000 PI-Nº: 23 R: 0.000 PI-Nº: 24 R: 0.000 PI-Nº: 25 R: 0.000 PI-Nº: 26 R: 0.000 PI-Nº: 27 R: 0.000 PI-Nº: 28 R: 0.000 PI-Nº: 29 R: 33.000 PI-Nº: 30 R: 0.000 PI-Nº: 31 R: 0.000 PI-Nº: 32 R: 0.000 PI-Nº: 33 R: 0.000 PI-Nº: 34 R: 0.000 PI-Nº: 35 R: 0.000 PI-Nº: 36 R: 0.000 PI-Nº: 37 R: 0.000 PI-Nº: 38 R: 0.000 PI-Nº: 39 R: 0.000 PI-Nº: 40 R: 0.000 PI-Nº: 41 R: 0.000 PI-Nº: 42 R: 0.000 PI-Nº: 43 R: 0.000 PI-Nº: 44 R: 0.000 PI-Nº: 45 R: 0.000 PI-Nº: 46 R: 0.000 PI-Nº: 47 R: 0.000 PI-Nº: 48 R: 0.000 PI-Nº: 49 R: 30.000 PI-Nº: 50 R: 0.000 PI-Nº: 51 R: 0.000 PI-Nº: 52 R: 0.000 PI-Nº: 53 R: 0.000 PI-Nº: 54 R: 0.000 PI-Nº: 55 R: 0.000 PI-Nº: 56 R: 0.000 PI-Nº: 57 R: 0.000 PI-Nº: 58 R: 0.000 PI-Nº: 59 R: 0.000 PI-Nº: 60 R: 0.000 PI-Nº: 61 R: 0.000 PI-Nº: 62 R: 0.000 PI-Nº: 63 R: 0.000 PI-Nº: 64 R: 0.000 PI-Nº: 65 R: 0.000 PI-Nº: 66 R: 28.000 PI-Nº: 67 R: 0.000 PI-Nº: 68 R: 0.000 PI-Nº: 69 R: 0.000 PI-Nº: 70 R: 0.000 PI-Nº: 71 R: 0.000 PI-Nº: 72 R: 0.000 PI-Nº: 73 R: 0.000 PI-Nº: 74 R: 0.000 33.599 33.445 33.290 33.043 32.795 32.476 32.152 31.820 31.478 31.126 30.766 30.396 30.017 29.629 29.237 28.844 28.451 28.058 27.693 27.384 27.130 26.931 26.788 26.700 26.667 26.690 26.741 26.791 26.849 26.907 26.973 27.039 27.122 27.239 27.389 27.573 27.791 28.043 28.328 28.647 28.984 29.320 29.656 29.992 30.329 30.666 31.004 31.342 31.681 32.020 32.360 32.700 32.986 33.225 33.418 33.559 -1.545% en 20.000 m -2.475% en 20.000 m -3.190% en 50.000 m -3.927% en 120.000 m +0.505% en 60.000 m +0.580% en 20.000 m +0.660% en 60.000 m +3.361% en 110.000 m +3.400% en 50.000 m +2.860% en 10.000 m +2.390% en 10.000 m +1.930% en 10.000 m +1.413% en 12.175 m 0+000 0+100 0+200 0+300 0+400 0+500 0+552.175 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 28.547 28.492 28.680 29.214 29.736 24.460 24.620 24.757 24.918 25.130 25.341 25.553 25.774 26.038 26.304 26.602 26.907 27.212 27.519 27.880 28.243 28.606 29.004 29.424 29.845 30.265 30.691 31.170 31.649 32.100 32.534 32.849 33.106 33.398 33.554 33.680 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 -0.000 +0.000 +0.000 -0.000 -0.000 +0.000 +0.017 +0.068 +0.152 +0.270 +0.152 +0.068 +0.017 +0.000 +0.000 +0.000 +0.001 +0.002 +0.004 +0.002 +0.001 +0.000 +0.000 -0.000 -0.000 LCV = 0.000 PIV = 0+020 ELV = 33.290 33.290 LCV = 0.000 PIV = 0+040 ELV = 32.795 32.795 LCV = 0.000 PIV = 0+040 ELV = 32.795 32.795 LCV = 80.000 PIV = 0+090 ELV = 31.200 31.200 PCV = 0+050 ELV = 32.476 PTV = 0+130 ELV = 29.629 LCV = 80.000 PIV = 0+210 ELV = 26.488 26.488 PCV = 0+170 ELV = 28.059 PTV = 0+250 ELV = 26.690 LCV = 0.000 PIV = 0+270 ELV = 26.791 26.791 LCV = 0.000 PIV = 0+290 ELV = 26.907 26.907 LCV = 0.000 PIV = 0+290 ELV = 26.907 26.907 LCV = 80.000 PIV = 0+350 ELV = 27.303 27.303 PCV = 0+310 ELV = 27.039 PTV = 0+390 ELV = 28.647 LCV = 80.000 PIV = 0+460 ELV = 31.000 31.000 PCV = 0+420 ELV = 29.656 PTV = 0+500 ELV = 32.360 LCV = 0.000 PIV = 0+514 ELV = 32.814 32.814 LCV = 0.000 PIV = 0+520 ELV = 32.986 32.986 LCV = 0.000 PIV = 0+534 ELV = 33.302 33.302 LCV = 0.000 PIV = 0+540 ELV = 33.418 33.418 PI-Nº: 1 R: 28.000 PI-Nº: 2 R: 33.000 PI-Nº: 3 R: 30.000 PI-Nº: 4 R: 28.000 33.445 33.290 33.043 32.795 32.476 26.690 26.741 26.791 26.849 26.907 26.973 27.039 27.122 27.239 27.389 27.573 27.791 28.043 28.328 28.647 28.983 29.320 29.656 29.992 30.329 30.666 31.004 31.342 31.681 32.020 32.360 32.700 32.986 33.225 33.418 33.559 -1.545% en 20.000 m -2.475% en 20.000 m -3.190% en 0.000 m -3.190% en 50.000 m -3.927% en 120.000 m +0.505% en 60.000 m +0.580% en 20.000 m +0.660% en 0.000 m +0.660% en 60.000 m +3.361% en 110.000 m +3.400% en 54.000 m +2.860% en 6.000 m +2.390% en 14.000 m +1.930% en 6.000 m +1.413% en 12.175 m 0+010 0+300 0+400 0+500 0+550 PI-5 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 33.683 33.931 33.912 33.696 33.590 33.495 33.413 33.174 32.737 31.933 31.447 31.061 30.614 30.250 29.987 29.751 29.647 29.588 29.321 28.881 28.941 28.667 28.354 28.288 28.371 29.638 32.890 33.961 33.699 33.798 33.759 31.514 29.032 28.313 27.823 27.619 27.696 27.994 27.918 27.776 27.463 27.384 27.396 27.643 28.055 28.255 28.917 29.805 30.859 32.227 33.118 33.111 33.345 33.367 33.578 28.135 31.270 0+567.663 = 33.793 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 -0.000 +0.000 -0.029 -0.117 -0.263 -0.468 -0.263 -0.117 -0.029 +0.000 +0.000 +0.031 +0.122 +0.275 +0.489 +0.275 +0.122 +0.031 +0.000 -0.000 -0.000 -0.000 +0.000 +0.050 +0.198 +0.447 +0.198 +0.050 +0.000 +0.000 -0.031 -0.125 -0.281 -0.125 -0.031 +0.000 -0.000 -0.000 -0.000 -0.000 LCV = 0.000 PIV = 0+000 ELV = 33.723 33.723 LCV = 0.000 PIV = 0+020 ELV = 33.608 33.608 LCV = 0.000 PIV = 0+040 ELV = 33.401 33.401 LCV = 80.000 PIV = 0+100 ELV = 32.729 32.729 PCV = 0+060 ELV = 33.177 PTV = 0+140 ELV = 30.410 LCV = 80.000 PIV = 0+190 ELV = 27.511 27.511 PCV = 0+150 ELV = 29.830 PTV = 0+230 ELV = 27.147 LCV = 0.000 PIV = 0+250 ELV = 26.965 26.965 LCV = 0.000 PIV = 0+270 ELV = 26.806 26.806 LCV = 0.000 PIV = 0+290 ELV = 26.677 26.677 LCV = 60.000 PIV = 0+350 ELV = 26.393 26.393 PCV = 0+320 ELV = 26.535 PTV = 0+380 ELV = 28.037 LCV = 60.000 PIV = 0+460 ELV = 32.422 32.422 PCV = 0+430 ELV = 30.778 PTV = 0+490 ELV = 32.944 LCV = 0.000 PIV = 0+500 ELV = 33.118 33.118 LCV = 0.000 PIV = 0+520 ELV = 33.312 33.312 LCV = 0.000 PIV = 0+540 ELV = 33.522 33.522 LCV = 0.000 PIV = 0+560 ELV = 33.695 33.695 LCV = 0.000 PIV = 0+567.660 ELV = 33.723 33.723 PI-Nº: 1 R: 0.000 PI-Nº: 2 R: 0.000 PI-Nº: 3 R: 0.000 PI-Nº: 4 R: 0.000 PI-Nº: 5 R: 0.000 PI-Nº: 6 R: 0.000 PI-Nº: 7 R: 0.000 PI-Nº: 8 R: 0.000 PI-Nº: 9 R: 0.000 PI-Nº: 10 R: 0.000 PI-Nº: 11 R: 0.000 PI-Nº: 12 R: 0.000 PI-Nº: 13 R: 0.000 PI-Nº: 14 R: 0.000 PI-Nº: 15 R: 0.000 PI-Nº: 16 R: 28.000 PI-Nº: 17 R: 0.000 PI-Nº: 18 R: 0.000 PI-Nº: 19 R: 0.000 PI-Nº: 20 R: 0.000 PI-Nº: 21 R: 0.000 PI-Nº: 22 R: 0.000 PI-Nº: 23 R: 0.000 PI-Nº: 24 R: 0.000 PI-Nº: 25 R: 0.000 PI-Nº: 26 R: 0.000 PI-Nº: 27 R: 0.000 PI-Nº: 28 R: 0.000 PI-Nº: 29 R: 0.000 PI-Nº: 30 R: 0.000 PI-Nº: 31 R: 0.000 PI-Nº: 32 R: 0.000 PI-Nº: 33 R: 0.000 PI-Nº: 34 R: 0.000 PI-Nº: 35 R: 0.000 PI-Nº: 36 R: 0.000 PI-Nº: 37 R: 0.000 PI-Nº: 38 R: 0.000 PI-Nº: 39 R: 0.000 PI-Nº: 40 R: 0.000 PI-Nº: 41 R: 0.000 PI-Nº: 42 R: 0.000 PI-Nº: 43 R: 35.000 PI-Nº: 44 R: 0.000 PI-Nº: 45 R: 0.000 PI-Nº: 46 R: 0.000 PI-Nº: 47 R: 0.000 PI-Nº: 48 R: 0.000 PI-Nº: 49 R: 0.000 PI-Nº: 50 R: 0.000 PI-Nº: 51 R: 0.000 PI-Nº: 52 R: 0.000 PI-Nº: 53 R: 0.000 PI-Nº: 54 R: 0.000 PI-Nº: 55 R: 0.000 PI-Nº: 56 R: 490.000 PI-Nº: 57 R: 0.000 PI-Nº: 58 R: 0.000 PI-Nº: 59 R: 0.000 PI-Nº: 60 R: 0.000 PI-Nº: 61 R: 0.000 PI-Nº: 62 R: 0.000 PI-Nº: 63 R: 0.000 PI-Nº: 64 R: 0.000 PI-Nº: 65 R: 0.000 PI-Nº: 66 R: 45.000 PI-Nº: 67 R: 0.000 PI-Nº: 68 R: 0.000 PI-Nº: 69 R: 0.000 PI-Nº: 70 R: 0.000 PI-Nº: 71 R: 0.000 PI-Nº: 72 R: 0.000 PI-Nº: 73 R: 0.000 PI-Nº: 74 R: 0.000 PI-Nº: 75 R: 0.000 PI-Nº: 76 R: 0.000 PI-Nº: 77 R: 0.000 PI-Nº: 78 R: 0.000 PI-Nº: 79 R: 0.000 PI-Nº: 80 R: 0.000 PI-Nº: 81 R: 0.000 PI-Nº: 82 R: 0.000 PI-Nº: 83 R: 0.000 PI-Nº: 84 R: 0.000 PI-Nº: 85 R: 0.000 PI-Nº: 86 R: 0.000 PI-Nº: 87 R: 0.000 PI-Nº: 88 R: 0.000 PI-Nº: 89 R: 0.000 PI-Nº: 90 R: 0.000 PI-Nº: 91 R: 0.000 PI-Nº: 92 R: 0.000 PI-Nº: 93 R: 28.000 PI-Nº: 94 R: 0.000 PI-Nº: 95 R: 0.000 PI-Nº: 96 R: 0.000 PI-Nº: 97 R: 0.000 PI-Nº: 98 R: 0.000 PI-Nº: 99 R: 0.000 PI-Nº: 100 R: 0.000 PI-Nº: 101 R: 0.000 PI-Nº: 102 R: 0.000 PI-Nº: 103 R: 0.000 PI-Nº: 104 R: 0.000 PI-Nº: 105 R: 0.000 PI-Nº: 106 R: 0.000 PI-Nº: 107 R: 0.000 PI-Nº: 108 R: 0.000 PI-Nº: 109 R: 0.000 PI-Nº: 110 R: 0.000 33.723 33.666 33.608 33.505 33.401 33.289 33.177 33.036 32.836 32.578 32.261 31.886 31.452 30.960 30.410 29.830 29.281 28.793 28.366 28.000 27.695 27.451 27.269 27.147 27.056 26.965 26.886 26.806 26.742 26.677 26.630 26.582 26.535 26.537 26.639 26.840 27.140 27.539 28.037 28.585 29.133 29.682 30.230 30.778 31.295 31.749 32.141 32.471 32.739 32.944 33.118 33.215 33.312 33.417 33.522 33.609 33.695 -0.575% en 20.000 m -1.035% en 20.000 m -1.120% en 60.000 m -5.798% en 90.000 m -0.910% en 60.000 m -0.795% en 20.000 m -0.645% en 20.000 m -0.473% en 60.000 m +5.481% en 110.000 m +1.740% en 40.000 m +0.970% en 20.000 m +1.050% en 20.000 m +0.865% en 20.000 m +0.365% en 7.663 m 0+000 0+100 0+200 0+300 0+400 0+500 0+567.663 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALINEAMIENTO KILOMETRAJE 30.452 30.166 28.365 28.281 28.370 29.221 29.208 29.248 29.290 29.186 29.051 29.144 29.050 28.949 28.860 28.734 28.707 28.642 28.489 28.744 28.589 28.319 28.292 28.371 29.631 32.876 33.966 33.699 33.798 33.760 32.302 32.191 32.147 32.103 32.037 31.965 31.992 32.033 32.074 32.077 32.197 32.315 32.444 32.543 32.642 32.740 32.728 32.966 32.991 33.146 33.111 33.348 33.367 33.575 28.135 30.990 20.000 20.000 30.000 30.000 40.000 40.000 -0.000 -0.000 +0.000 -0.029 -0.117 -0.263 -0.468 -0.263 -0.117 -0.029 +0.000 +0.000 +0.031 +0.122 +0.275 +0.489 +0.275 +0.122 +0.031 +0.000 -0.000 -0.000 -0.000 +0.000 +0.050 +0.198 +0.447 +0.198 +0.050 +0.000 +0.000 -0.031 -0.125 -0.281 -0.125 -0.031 +0.000 -0.000 -0.000 -0.000 -0.000 LCV = 0.000 PIV = 0+020 ELV = 33.608 33.608 LCV = 0.000 PIV = 0+040 ELV = 33.401 33.401 LCV = 80.000 PIV = 0+100 ELV = 32.729 32.729 PCV = 0+060 ELV = 33.177 PTV = 0+140 ELV = 30.410 LCV = 80.000 PIV = 0+190 ELV = 27.511 27.511 PCV = 0+150 ELV = 29.830 PTV = 0+230 ELV = 27.147 LCV = 0.000 PIV = 0+250 ELV = 26.965 26.965 LCV = 0.000 PIV = 0+270 ELV = 26.806 26.806 LCV = 0.000 PIV = 0+290 ELV = 26.677 26.677 LCV = 60.000 PIV = 0+350 ELV = 26.393 26.393 PCV = 0+320 ELV = 26.535 PTV = 0+380 ELV = 28.037 LCV = 60.000 PIV = 0+460 ELV = 32.422 32.422 PCV = 0+430 ELV = 30.778 PTV = 0+490 ELV = 32.944 LCV = 0.000 PIV = 0+500 ELV = 33.118 33.118 LCV = 0.000 PIV = 0+520 ELV = 33.312 33.312 LCV = 0.000 PIV = 0+540 ELV = 33.522 33.522 LCV = 0.000 PIV = 0+560 ELV = 33.695 33.695 PI-Nº: 1 R: 28.000 PI-Nº: 2 R: 35.000 PI-Nº: 3 R: 490.000 PI-Nº: 4 R: 45.000 PI-Nº: 5 R: 28.000 33.666 33.608 33.505 33.401 33.289 33.177 33.036 32.836 32.578 32.261 31.886 31.452 30.960 30.410 29.830 29.281 28.793 28.366 28.000 27.695 27.451 27.269 27.147 27.056 26.965 26.886 26.806 26.742 26.677 26.630 26.582 26.535 26.537 26.639 26.840 27.140 27.539 28.037 28.585 29.133 29.682 30.230 30.778 31.295 31.749 32.141 32.471 32.739 32.944 33.118 33.215 33.312 33.417 33.522 33.609 33.695 -0.575% en 20.000 m -1.035% en 20.000 m -1.120% en 60.000 m -5.798% en 90.000 m -0.910% en 60.000 m -0.795% en 20.000 m -0.645% en 20.000 m -0.473% en 60.000 m +5.481% en 110.000 m +1.740% en 40.000 m +0.970% en 20.000 m +1.050% en 20.000 m +0.865% en 20.000 m +0.365% en 7.663 m 0+010 0+100 0+200 0+300 0+400 0+500 0+560 EJE 1 - CALZADA IZQUIERDA CARRETERA 5 PI-0 PI-1 PI-2 PI-3 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+602.62 PI-0 PI-1 PI-2 PI-3 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+604.62 PI-0 PI-1 PI-2 PI-0 PI-1 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+590.98 PI-0 PI-1 TS = 0+032.97 ST = 0+178.28 SC = 0+082.97 CS = 0+128.28 PI-2 TS = 0+274.37 ST = 0+399.66 SC = 0+324.37 CS = 0+349.66 PI-3 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+424.46 PI-0 PI-1 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+590.98 PI-0 PI-1 TS = 0+030.71 ST = 0+146.00 SC = 0+070.71 CS = 0+106.00 PI-2 TS = 0+247.29 ST = 0+375.44 SC = 0+287.29 CS = 0+335.44 PI-3 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+407.24 PI-0 PI-1 TS = 0+035.76 ST = 0+135.64 SC = 0+065.76 CS = 0+105.64 PI-2 TS = 0+219.39 ST = 0+317.71 SC = 0+249.39 CS = 0+287.71 PI-3 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+348.13 PI-0 PI-1 TS = 0+034.87 ST = 0+108.56 SC = 0+064.87 CS = 0+078.56 PI-2 TS = 0+115.75 ST = 0+189.24 SC = 0+145.75 CS = 0+159.24 0+000 0+050 0+100 0+150 PI-0 PI-1 TS = 0+034.87 ST = 0+108.56 SC = 0+064.87 CS = 0+078.56 PI-2 TS = 0+115.75 ST = 0+189.24 SC = 0+145.75 CS = 0+159.24 0+000 0+050 0+100 0+150 PI-0 PI-1 TS = 0+034.87 ST = 0+108.56 SC = 0+064.87 CS = 0+078.56 PI-2 TS = 0+115.75 ST = 0+189.24 SC = 0+145.75 CS = 0+159.24 TS = 0+195.09 PI-4 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+303.68 PI-1 PI-3 PI-4 PI-5 PI-0 PI-1 TS = 0+043.60 ST = 0+146.41 SC = 0+072.50 CS = 0+117.51 PI-2 ST = 0+245.58 SC = 0+176.39 CS = 0+215.60 PI-3 ST = 0+409.92 PI-4 ST = 0+512.20 SC = 0+438.29 CS = 0+483.83 PI-5 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+552.34 PI-1 PI-2 PI-4 PI-1 PI-2 PI-4 PI-1 PI-2 PI-4 PI-1 PI-2 PI-4 PI-0 PI-1 TS = 0+044.95 ST = 0+142.59 SC = 0+073.76 CS = 0+113.79 PI-2 ST = 0+244.35 SC = 0+167.59 CS = 0+219.36 PI-3 PI-4 TS = 0+306.06 ST = 0+393.26 SC = 0+325.27 CS = 0+374.05 ST = 0+514.49 SC = 0+426.64 CS = 0+481.50 PI-6 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+567.74 PI-0 PI-1 TS = 0+034.87 ST = 0+108.56 SC = 0+064.87 CS = 0+078.56 PI-2 TS = 0+115.75 ST = 0+189.24 SC = 0+145.75 CS = 0+159.24 PI-3 TS = 0+195.09 PI-4 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+303.68 PI-0 PI-1 TS = 0+043.60 SC = 0+072.50 CS = 0+117.51 PI-2 ST = 0+245.58 SC = 0+176.39 CS = 0+215.60 PI-3 PI-4 ST = 0+512.20 SC = 0+438.29 CS = 0+483.83 PI-5 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+552.34 PI-0 PI-1 TS = 0+043.60 SC = 0+072.50 CS = 0+117.51 PI-2 TS = 0+146.41 ST = 0+245.58 SC = 0+176.39 CS = 0+215.60 PI-3 TS = 0+319.96 SC = 0+348.46 CS = 0+381.42 PI-4 TS = 0+409.92 ST = 0+512.20 SC = 0+438.29 CS = 0+483.83 PI-5 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+552.34 PI-0 PI-1 TS = 0+044.95 SC = 0+073.76 CS = 0+113.79 PI-2 TS = 0+142.60 ST = 0+244.35 SC = 0+167.59 CS = 0+219.36 PI-3 PI-4 TS = 0+306.06 SC = 0+325.27 CS = 0+374.05 TS = 0+393.65 ST = 0+514.49 SC = 0+426.64 CS = 0+481.50 PI-6 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+567.74 EJE 2 - CALZADA DERECHA CARRETERA EJE 3 - CALZADA IZQUIERDA VIA DE EVITAMIENTO EJE 4 - CALZADA DERECHA VIA DE EVITAMIENTO EJE 5 - LAZO NORTE ESTE EJE 6 - LAZO NORTE OESTE EJE 7 - LAZO SUR OESTE EJE 8 - LAZO SUR ESTE EJE 9 - RAMPA NORTE EJE 10 - RAMPA SUR PUENTE EXISTENTE CARRET. PIMENTEL PLANO GENERAL 850x650...esc.1/1000 Responsable: Proyecto: Lamina: Departamento Provincia Fecha: Distrito Escala: Dibujo: LUGAR N° Lamina: TREBOL-VIA DE EVITAMIENTO PLANTA 1/1000 JUNIO 2007 9251000N 9251200N 9250800N 624600E 9251000N 624600E 9251200N 624800E 9250800N 625000E 9251000N 625000E 9251200N 625000E 9251200N 624600E R=15.20

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, HIGHWAY, junction, pavement, plant, Road, route