Barrage Fixed DWG Block for AutoCAD

Work of river catchment -´WCY

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

indicated, plant barraje, irrigation, plane number, teacher:, date:, scale:, group:, student:, plane:, course:, academic professional school of civil engineering, engineering faculty, national university of cajamarca, unc, university , national, fense, dad, grar, with, life, of cajamarca, chillon vargas, walter h., ingº. luis vásquez ramirez, topography catchment, profile of the tunnel, point of tangency, minimum level of water, stone breakwater, bus, window of capture, zanteado, buffer cushion, breakwater, walls of prosecution, lad, court

Raw text data extracted from CAD file:

\A1;5.42 \A1;.62 \A1;1.00 \A1;1.00 \A1;.80 \A1;1.80 \A1;R1.76 \A1;R1.76 \A1;R.70 \A1;R1.76 \A1;2.60 \A1;3.30 \A1;.80 \A1;3.00 \A1;.50 \A1;14.12 \A1;1.50 \A1;.50 \A1;.10 \A1;2.20 \A1;.10 \A1;2.20 \A1;.10 \A1;2.20 \A1;.10 \A1;.50 \A1;4.62 \A1;.20 \A1;.20 \A1;10.00 \A1;.50 \A1;1.50 \A1;8.00 \A1;5.42 \A1;2.50 \A1;.50 \A1;5.50 \A1;.75 \A1;.62 \A1;.50 \A1;.50 \A1;5.40 \A1;6.00 \A1;10.00 \A1;1.50 \A1;45° \A1;6.00 \A1;5.42 \A1;10.00 \A1;3.00 \A1;.30 \A1;.75 \A1;.62 \A1;10.40 0 00 Enero – 2010 Indicada “A” PLANTA BARRAJE IRRIGACIÓN 01 PLANO Nº PROFESOR : FECHA : ESCALA : GRUPO : ALUMNO : PLANO : CURSO : Escuela Académico Profesional de Ingeniería Civil Facultad de Ingenieria UNIVERSIDAD NACIONAL DE CAJAMARCA UNC UNIVERSIDAD NACIONAL r ve la fensa de de la dad grar sa Con la vida a DE CAJAMARCA CHILLON VARGAS, Walter H. INGº. LUIS VÁSQUEZ RAMIREZ Enero – 2010 Indicada “A” TOPOGRAFIA CAPTACION IRRIGACIÓN 01 PLANO Nº PROFESOR : FECHA : ESCALA : GRUPO : ALUMNO : PLANO : CURSO : Escuela Académico Profesional de Ingeniería Civil Facultad de Ingenieria UNIVERSIDAD NACIONAL DE CAJAMARCA UNC UNIVERSIDAD NACIONAL r ve la fensa de de la dad grar sa Con la vida a DE CAJAMARCA CHILLON VARGAS, Walter H. INGº. LUIS VÁSQUEZ RAMIREZ 5.415956784749905 0.6177000000000001 0.9954000000000001 PERFIL DEL BARRAJE Y X 1.0 0.7999999999999998 1.8 =P = (Co-C1) PUNTO DE TANGENCIA 0.282H 0.175H 1.5 1 5 5 5 NIVEL MINIMO DE AGUA 5 CONCRETO f’c = 140 kg/cm² + 30 % PIEDRA GRANDE ESCOLLERA DE PIEDRA \LCORTE A – A\l Esc.1:50 2.600000000000001 3.3 0.8000000000000007 3.0 0.5 14.11595678474991 1.499999999999993 0.4999999999999929 5 2.200000000000003 5 2.199999999999999 5 2.199999999999999 5 0.5 4.615956784749912 0.1999999999999993 0.2000000000000001 10.0 0.4999999999999929 1.5 8.000000000000007 5.415956784749909 2.5 0.5 5.500000000000004 0.7500000012805685 0.6249999998835847 0.5 0.499999999068677 5.399999999999999 6.0 10.0 5 5 5.999999999999996 5.415956784749916 9.999999999999996 2.999999999999993 BARRAJE VENTANA DE CAPTACION ZANTEADO COLCHON DE AMORTIGUAMIENTO ESCOLLERA MUROS DE ENCAUSAMIENTO 5 5 5 5 1 2738.100 CR 2 2738.250 BR 3 2739.040 LAD 4 2739.350 LAD 5 2738.230 BR 6 2739.120 LAD 7 2740.130 LAD 8 2741.040 LAD 9 2738.150 CR 10 2738.350 BR 11 2738.850 LAD 12 2739.200 LAD 13 2740.250 LAD 14 2738.350 BR 15 2738.940 LAD 16 2739.750 LAD 17 2740.050 LAD 18 2738.420 CR 19 2738.630 BR 20 2739.540 LAD 21 2740.230 LAD 22 2738.730 BR 23 2738.940 LAD 24 2739.950 LAD 25 2740.350 LAD 26 2739.420 CR 27 2740.100 BR 28 2741.250 LAD 29 2741.640 LAD 30 2740.050 BR 31 2741.130 LAD 32 2741.670 LAD 33 2741.220 CR 34 2741.680 BR 35 2741.980 LAD 36 2742.030 LAD 37 2741.560 BR 38 2741.740 LAD 39 2742.160 LAD 40 2741.540 CR 41 2741.880 BR 42 2742.500 LAD 43 2742.680 LAD 44 2741.980 BR 45 2742.060 LAD 46 2742.970 LAD 49 2742.550 LAD 50 2743.250 LAD 52 2742.270 LAD 53 2743.340 LAD 54 2743.650 LAD 55 2743.230 CR 56 2743.350 BR 57 2743.180 LAD 58 2743.760 LAD 59 2744.230 LAD 60 2743.980 BR 61 2745.330 LAD 62 2743.650 CR 63 2743.980 BR 64 2744.240 LAD 65 2745.120 LAD 66 2743.280 BR 67 2745.650 LAD 68 2745.980 LAD 69 2744.560 CR 70 2745.120 BR 71 2745.670 LAD 72 2746.320 LAD 73 2744.870 BR 74 2746.450 LAD 75 2744.850 CR 76 2744.950 BR 77 2745.440 LAD 78 2746.210 LAD 79 2745.230 BR 80 2745.560 LAD 81 2746.640 LAD 82 2745.230 CR 83 2745.680 BR 84 2745.760 LAD 85 2746.550 LAD 86 2745.630 BR 87 2746.780 LAD 88 2747.030 LAD 89 2745.980 CR 90 2746.650 BR 91 2746.450 LAD 92 2747.430 LAD 93 2746.530 BR 94 2747.120 LAD 95 2747.210 LAD 96 2746.330 CR 97 2747.230 BR 98 2747.670 LAD 99 2748.220 LAD 100 2747.220 BR 101 2747.850 LAD 102 2748.340 LAD 103 2747.130 CR 104 2748.120 BR 105 2748.540 LAD 106 2749.220 LAD 107 2748.050 BR 108 2748.960 LAD 109 2749.660 LAD 110 2749.290 CR 111 2749.450 BR 112 2749.970 LAD 113 2750.030 LAD 114 2750.330 BR 115 2750.230 LAD 116 2751.150 LAD 117 2750.440 CR 118 2751.220 BR 119 2751.230 LAD 120 2752.120 LAD 121 2751.130 BR 122 2751.780 LAD 123 2752.340 LAD 124 2751.220 CR 125 2751.760 BR 126 2752.450 LAD 127 2753.230 LAD 128 2751.520 BR 129 2752.850 LAD 130 2753.430 LAD 131 2752.200 CR 132 2752.450 BR 133 2753.340 LAD 134 2754.100 LAD 135 2753.770 BR 136 2754.650 LAD 137 2754.960 LAD 138 2752.450 CR 139 2753.010 BR 140 2754.150 LAD 141 2755.780 LAD 142 2752.760 BR 143 2753.560 LAD 144 2754.980 LAD 145 2755.440 LAD 146 2754.100 CR 147 2754.320 BR 148 2755.540 LAD 149 2756.720 LAD 150 2754.140 BR 151 2754.870 LAD 152 2755.250 CR 153 2755.770 BR 154 2756.870 LAD 155 2757.450 LAD 156 2758.120 LAD 157 2755.560 BR 158 2755.780 LAD 159 2755.880 LAD 160 2756.340 CR 161 2756.760 BR 162 2757.010 LAD 163 2757.350 LAD 164 2756.240 BR 165 2757.230 LAD 166 2756.430 BR 167 2756.860 LAD 168 2757.310 LAD 169 2757.230 CR 170 2757.350 BR 171 2757.650 LAD 172 2757.870 LAD 173 2757.150 BR 174 2757.450 LAD 175 2757.680 LAD 176 2757.450 CR 177 2757.560 BR 178 2757.890 LAD 179 2757.980 LAD 180 2757.560 BR 181 2757.780 LAD 182 2757.890 LAD 183 2757.980 LAD 184 2758.320 CR 185 2758.780 BR 186 2758.150 LAD 187 2758.340 LAD 188 2758.560 LAD 189 2759.150 LAD 190 2758.670 BR 191 2758.880 CR 192 2758.430 BR 193 2758.240 LAD 194 2758.340 LAD 195 2759.150 BR 196 2759.340 LAD 197 2759.630 LAD 198 2759.680 CR 199 2760.320 BR 200 2761.140 LAD 201 2762.110 LAD 202 2759.740 BR 203 2760.310 LAD 204 2761.150 LAD 205 2760.540 LAD 206 2759.860 CR 207 2760.020 BR 208 2760.120 BR 209 2761.920 LAD 210 2762.120 LAD 211 2761.130 CR 212 2761.680 BR 213 2761.870 LAD 214 2762.440 LAD 215 2762.120 BR 216 2762.670 LAD 217 2763.760 LAD 218 2761.750 CR 219 2761.730 BR 220 2762.330 LAD 221 2763.230 LAD 222 2761.850 BR 223 2762.750 LAD 224 2763.230 LAD 225 2761.840 CR 226 2761.980 BR 227 2762.870 LAD 228 2763.450 LAD 229 2762.330 BR 230 2763.100 LAD 231 2764.150 LAD E 783880.00m N 9213250.00m N 9213330.00m N 9213410.00m N 9213490.00m N 9213570.00m E 783960.00m E 784040.00m E 784120.00m E 784200.00m E 784280.00m E 784360.00m E 784440.00m 0 00 0 20 0 40 0 60 0 80 1 00 1 40 1 60 1 80 2 00 2 20 2 40 2 60 2 80 3 00 3 20 3 40 3 60 3 80 4 00 4 20 4 40 5 00 5 20 5 40 5 60 6 00 4 60 4 80 5 80 Enero – 2010 Indicada “A” TOPOGRAFIA CAPTACION IRRIGACIÓN 01 PLANO Nº PROFESOR : FECHA : ESCALA : GRUPO : ALUMNO : PLANO : CURSO : Escuela Académico Profesional de Ingeniería Civil Facultad de Ingenieria UNIVERSIDAD NACIONAL DE CAJAMARCA UNC UNIVERSIDAD NACIONAL r ve la fensa de de la dad grar sa Con la vida a DE CAJAMARCA CHILLON VARGAS, Walter H. INGº. LUIS VÁSQUEZ RAMIREZ Enero – 2010 1/50 “A” CORTE IRRIGACIÓN 01 PLANO Nº PROFESOR : FECHA : ESCALA : GRUPO : ALUMNO : PLANO : CURSO : Escuela Académico Profesional de Ingeniería Civil Facultad de Ingenieria UNIVERSIDAD NACIONAL DE CAJAMARCA UNC UNIVERSIDAD NACIONAL r ve la fensa de de la dad grar sa Con la vida a DE CAJAMARCA CHILLON VARGAS, Walter H. INGº. LUIS VÁSQUEZ RAMIREZ