Rigid DWG Block for AutoCAD

Pavement Pavement in an area with hydraulic concrete nail 210kg/cm2 sujesi? N and path

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

owner :, project :, gra, post, bleachers, cunt, alc, tier, conc, ramp, house, variable, free, plant: rigid pavement, subgrade, detail of ramps for disabled ramps for the disabled, section x-xx-x , technical specifications, concrete, steel, masonry, coatings, summary of the foundation conditions, in, notes:, electricity, drain, telephone, water

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D N \W1.33333x;AVP CONSULTING \W1.33333x;S.A.C. \W2.76166; DIBUJO: \W0.35690; ESPECIALIDAD: \W0.49975; ESPECIALISTA: \W1.29484; JEFE PROY.: \W1.53167; FECHA: \W0.84119; ARCHIVO: \W2.69023; ESCALA: \W1.27362; UBICACIÓN: \W0.19833; LOCALIDAD \W0.24595; PROVINCIA \W1.96024; DPTO. PROPIETARIO: PROYECTO: \W1.48405; PLANO: \W1.34581; CÓDIGO \W1.34581; N°: \W0.93643; DISTRITO p 1920 3218.90 p 1919 3218.90 m 1917 3218.41 m 1916 3218.91 bc 1915 3221.08 1908 3220.85 m 1906 3220.84 m 1905 3220.98 1904 3220.60 c 1903 3216.38 c 1902 3216.42 p 1901 3216.05 c 1900 3216.25 c 1899 3216.10 c 1898 3218.57 c 1897 3218.77 c 1896 3218.79 C 1895 3219.43 C 1894 3219.00 P 1893 3217.80 P 1892 3218.50 C 1891 3218.63 C 1890 3218.56 1918 3219.90 m 1889 3218.56 c 1888 3218.60 p 1887 3217.80 p 1886 3218.67 p 1885 3217.82 p 1884 3217.81 c 1883 3218.63 c 1882 3218.67 c 1881 3218.66 p 1880 3215.69 as 1878 3216.57 P 1877 3209.00 P 1876 3209.05 P 1875 3209.05 P 1874 3208.85 P 1873 3208.85 C 1872 3209.21 C 1871 3209.21 P 1870 3209.21 P 1869 3209.21 AS 1868 3216.57 AS 1867 3217.07 AS 1866 3215.50 M 1865 3215.50 M 1864 3214.48 AS 1863 3214.48 M 1862 3220.92 M 1861 3220.93 M 1860 3220.95 M 1859 3220.96 M 1858 3220.97 C 1857 3219.98 P 1856 3219.68 P 1855 3219.45 AS 1854 3220.87 M 1853 3220.87 C 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3219.29 M 285 3219.08 M 284 3218.91 AS 283 3218.81 C 282 3218.81 POST 281 3218.63 P 280 3216.91 C 279 3217.33 M 278 3217.37 M 277 3217.13 P 276 3217.10 P 275 3216.92 C 274 3216.71 P 273 3216.45 P 272 3216.45 P 271 3216.12 P 270 3216.07 C 269 3216.38 C 268 3216.47 M 267 3216.55 AS 266 3216.20 C 265 3216.18 P 264 3216.04 POST 263 3215.60 M 262 3215.58 AS 261 3215.25 C 260 3215.25 P 259 3215.10 AS 257 3217.03 AS 256 3216.69 C 255 3216.67 POST 254 3216.52 M 253 3217.57 AS 252 3217.51 C 251 3217.51 P 250 3217.35 P 249 3218.70 P 246 3218.85 M 245 3219.00 C 244 3218.98 P 243 3218.85 M 242 3219.15 AS 241 3219.15 AS 240 3219.15 P 239 3219.00 M 238 3219.81 P 237 3219.82 AS 236 3219.98 AS 235 3219.98 P 234 3219.82 P 233 3220.09 M 232 3220.36 C 231 3220.29 P 230 3220.07 P 229 3219.85 M 228 3220.70 C 227 3220.58 POST 226 3220.27 M 225 3220.74 C 224 3220.74 P 223 3220.55 P 222 3220.74 C 221 3220.91 M 220 3220.92 M 219 3221.14 M 218 3220.73 POST 217 3220.66 M 216 3219.84 M 215 3219.46 BC 214 3219.38 M 213 3218.96 POST 212 3218.86 M 211 3218.77 E5 210 3218.36 M 209 3218.41 M 208 3219.45 M 207 3220.47 M 206 3220.88 M 205 3221.31 M 204 3221.55 P 203 3220.89 C 202 3221.35 C 201 3221.59 P 200 3221.00 M 199 3221.77 M 198 3221.62 M 197 3221.82 C 196 3221.58 P 195 3221.09 C 194 3221.54 P 193 3220.97 BC 192 3220.98 BC 191 3221.65 M 190 3221.97 C 189 3221.96 P 188 3221.61 BC 187 3221.71 C 186 3221.76 P 185 3221.68 E4 184 3220.82 M 183 3220.56 M 182 3220.58 C 181 3220.13 P 180 3219.46 C 179 3220.25 P 178 3219.82 M 177 3220.90 C 176 3220.92 P 175 3219.93 C 174 3220.98 P 173 3220.85 M 172 3220.90 M 171 3221.24 BC 170 3220.99 M 169 3221.10 BC 168 3221.02 M 167 3221.31 C 166 3221.29 P 165 3221.08 C 164 3221.30 P 163 3221.08 M 162 3221.00 BC 161 3220.68 M 160 3221.17 POST 159 3220.94 M 158 3221.26 BC 157 3221.02 M 156 3220.99 M 155 3220.93 M 154 3220.40 POST 153 3220.13 AS 152 3219.90 P 151 3219.68 AS 150 3219.14 AS 149 3219.15 P 148 3219.06 P 147 3219.03 C 146 3218.91 P 145 3218.41 P 144 3217.51 M 143 3217.97 C 142 3217.79 P 141 3217.50 E3 140 3220.88 TIER 139 3220.28 TIER 138 3220.59 TIER 137 3219.51 TIER 136 3220.34 TIER 135 3220.42 TIER 134 3220.45 TIER 133 3220.41 TIER 132 3219.14 TIER 131 3218.97 TIER 130 3219.06 TIER 129 3218.92 TIER 128 3218.23 TIER 127 3217.86 TIER 126 3218.21 M 125 3217.67 BC 124 3217.75 BC 123 3216.41 M 122 3216.42 BC 121 3216.25 CUNT 120 3215.86 CUNT 119 3215.86 CUNT 118 3215.29 CUNT 117 3215.34 M 116 3215.94 P 115 3215.86 C 114 3215.90 C 113 3215.78 M 112 3215.81 M 111 3215.27 C 110 3215.23 P 109 3215.06 POST 108 3215.04 C 107 3215.64 C 106 3215.65 C 105 3215.57 C 104 3215.57 P 103 3214.94 P 102 3215.12 AS 101 3215.28 M 100 3215.28 P 99 3214.36 P 98 3214.39 AS 97 3215.12 AS 96 3215.11 AS 95 3214.25 AS 94 3214.26 P 93 3214.07 P 92 3214.08 P 91 3212.29 C 90 3212.80 C 89 3212.80 P 88 3212.27 P 87 3212.44 BC 86 3212.29 P 85 3212.30 C 84 3212.54 AS 83 3212.53 M 82 3213.75 C 81 3213.70 GRADAS 80 3213.50 GRADAS 79 3213.56 GRADAS 78 3212.36 GRADAS 77 3212.37 BC 76 3212.12 P 75 3212.12 AS 74 3212.35 C 73 3212.34 M 72 3212.37 BC 71 3212.02 P 70 3212.04 AS 69 3212.25 M 67 3212.26 AS 66 3212.12 M 65 3212.32 C 64 3212.11 M 63 3212.19 BC 62 3211.90 P 61 3211.90 C 60 3212.17 M 59 3212.15 CONC 58 3212.15 C 57 3212.15 BC 56 3211.72 P 55 3211.72 C 54 3211.92 M 53 3212.11 M 52 3212.20 BC 51 3211.58 P 50 3211.58 C 49 3211.76 M 48 3211.76 BC 47 3211.27 P 46 3211.27 C 45 3211.43 M 44 3211.43 BC 43 3211.20 P 42 3211.20 C 41 3211.37 M 40 3211.37 E2 39 3211.18 BC 38 3211.13 P 37 3211.07 C 36 3211.31 M 35 3211.32 CONC 34 3211.45 CONC 33 3211.43 CONC 32 3211.58 CONC 31 3211.72 BC 30 3211.32 P 29 3211.23 RAMPA 28 3211.44 BC 27 3211.38 P 26 3211.32 C 25 3211.58 M 24 3211.61 AS 23 3211.66 BC 22 3211.56 P 21 3211.46 C 20 3211.68 M 19 3211.74 AS 18 3211.96 BC 17 3211.82 P 16 3211.73 C 15 3211.96 CASA 14 3212.00 CASA 13 3212.27 CASA 12 3212.45 BC 11 3212.18 BC 10 3212.06 CASA 9 3212.39 M 8 3212.29 C 7 3212.59 C 6 3212.30 C 5 3212.22 P 4 3211.99 BM1 2 3212.21 E1 1 3214.99 M 1646 3206.50 P 1641 3206.96 AS 1640 3207.05 C 1639 3207.05 P 1638 3207.10 M 1560 3200.83 M 1257 3206.50 M 886 3200.83 P 884 3200.54 C 883 3200.74 C 882 3200.82 M 852 3202.98 M 851 3203.10 M 708 3206.55 M 707 3206.53 M 698 3207.15 P 696 3206.66 POST 695 3207.15 M 694 3207.83 M 693 3207.88 M 692 3207.65 P 691 3207.63 P 689 3207.50 AS 688 3207.78 AS 687 3207.78 C 1844 3213.42 C 1843 3213.24 M 1842 3213.40 M 1841 3213.20 P 1840 3213.70 P 1839 3213.90 C 1838 3214.08 C 1837 3214.08 M 1832 3214.20 C 1830 3214.20 M 1829 3213.90 C 1828 3213.74 BC 1827 3213.93 C 1826 3213.92 P 1825 3213.65 BC 1824 0.00 BC 1823 3212.75 P 1822 3212.70 P 1821 3212.65 AS 1820 3212.95 AS 1819 3212.95 M 1814 3212.08 M 1509 3212.90 M 1246 3206.94 C 1224 3214.35 M 1223 3214.35 M 1222 3214.18 BC 1221 3214.12 P 1220 3214.04 C 1219 3214.14 C 1087 3209.98 P 1083 3209.64 C 1082 3209.87 M 1080 3209.90 M 1049 3206.90 P 1041 3205.44 M 726 3207.19 P 578 3212.55 M 570 3214.37 C 569 3214.37 C 568 3214.24 C 567 3214.24 M 566 3214.21 BC 565 3214.14 P 564 3214.07 C 563 3214.18 BC 562 3213.50 P 561 3213.42 C 560 3213.76 M 559 3214.04 M 558 3213.78 P 557 3213.50 M 556 3213.98 P 555 3213.42 M 554 3213.66 P 552 3213.35 C 551 3213.61 M 550 3212.33 0.20 0.40 3.63 3.90 3.75 3.83 3.57 1″ 2.77 5.02 0.90 5.03 0.20 0.15 0.20 0.15 0.15 0.50 0.15 0.15 0.20 0.35 L 0.20 1″ 0.20 L 0.50 0.15 0.20 0.15 0.20 L 0.10 VARIABLE 0.10 1.00 1.00 1.00 1.00 1.00 0.90 1.00 VARIABLE 0.05 0.10 0.15 1.00 1.00 0.10 0.10 0.10 0.10 0.30 0.10 0.10 0.10 0.15 0.40 0.25 0.15 0.90 0.20 171 177 180 172 173 174 178 179 181 825250 E 825250 E 825300 E 825300 E 825350 E 825350 E 825400 E 825400 E 825450 E 825450 E 825500 E 825500 E 825550 E 825550 E 9134350 N 9134350 N 9134400 N 9134400 N 9134450 N 9134450 N 9134500 N 9134500 N 9134550 N 9134550 N 9134600 N 9134600 N 3200 3200 3200 3201 3201 3202 3202 3202 3202 3202 3203 3203 3204 3204 3204 3204 3204 3204 3204 3205 3206 3205 3206 3207 3207 3208 3212 3212 3212 3213 3214 3214 3214 3214 3215 3215 3216 3217 0+140 0+120 0+100 0+080 0+060 0+040 0+020 0+000 0+010 0+030 0+050 0+070 0+90 0+110 0+130 0+010 0+030 0+050 0+070 0+090 0+110 0+130 0+010 0+030 0+050 0+070 0+090 0+110 0+130 0+150 0+170 0+190 0+210 0+230 0+250 0+010 0+030 0+050 0+070 0+090 0+110 0+130 0+150 0+170 0+190 0+210 0+230 0+250 0+270 0+260 0+240 0+220 0+200 0+180 0+160 0+140 0+120 0+100 0+080 0+060 0+040 0+020 0+240 0+220 0+200 0+180 0+160 0+140 0+120 0+100 0+080 0+060 0+040 0+020 0+010 0+030 0+050 0+070 0+090 0+110 0+130 0+000 0+230 0+210 0+190 0+170 0+150 0+130 0+110 0+090 0+070 0+050 0+030 0+010 0+000 0+250 0+230 0+210 0+190 0+170 0+150 0+130 0+110 0+090 0+070 0+050 0+030 0+010 0+267 0+244 10 11 12 13 7 8 14 15 16 7 1 2 3 4 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 20 21 8 9 10 11 12 13 14 15 17 18 19 20 21 1 2 3 4 5 6 7 16 17 18 19 20 21 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 14 13 12 11 10 9 8 7 6 4 3 5 12A 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 14 18 19 20 17 16 15 13 12 11 10 9 8 7 6 5 4 3 1 16 16A 16 16D 16C 16E 16F 16G 2A 15 16 17 18 19 B 20 22 23 24 25 26 27 LIBRE 29 30 31 9A 9 6A 13 14 15 1A 1 1C 37 38 39 40 41 20 21 22 23 24 25 26 27 28 19 A 3212 3212 3200 3201 3202 3203 3204 3204 3204 3205 3206 3205 3207 3212 3203 3203 3201 3200 3199 3199 3208 3208 3207 3208 3209 3210 3211 3212 3213 3214 3215 3216 3217 3218 3219 3220 3221 3221 3221 3221 3220 3219 3219 3218 3217 3216 3215 3214 3213 3212 3211 3210 3209 3208 3207 3206 3205 3204 3203 3202 3204 3204 3206 3207 3206 3213 3214 3213 3214 3215 3215 3215 3214 3213 3212 3211 3210 3209 3216 3204 3217 3218 3219 3220 0+000.65 0+020 0+040 0+060 0+100 0+120 0+140 0+080 0+148 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 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+258 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+160 0+272 0+005.75 5 5 \W0.75;\T0.8;JUNTA DE DILATACION ASFALTICA e=1″ h=0.20M 5 5 5 5 5 1″ 5 5 5 5 \W0.75;\T0.8;BRUÑA e=1cm \W0.8;\T0.8;X \W0.8;\T0.8;X 5 5 \W5.28571; BRUNA E=1cm \W5.28571; BRUNA E=1cm \T0.8;JUNTA DE DILATACION ASFALTICA e=1″ h=0.20M \W8.40476; CONCRETO HIDRAULICO \W5.55952; f’c=210kg/cm2 5 5 \LCORTE X -X ESCALA 1/25 \W0.75;\T0.8;BUZON EXISTENTE PLANTA:PAVIMENTO RIGIDORIGIDO ESCALA 1/50 5 5 5 \W6.54762; AFIRMADO GRANULAR COMPACTADO \W7.71429; 100% PROCTOR MODIFICADO \W4.42857; SUBRAZANTE \W8.40476; CONCRETO HIDRAULICO \W5.55952; f’c=210kg/cm2 \W6.54762; AFIRMADO GRANULAR COMPACTADO \W7.71429; 100% PROCTOR MODIFICADO \W4.42857; SUBRAZANTE SARDINEL SUMERGIDO (UÑA) CONCRETO F´C=140KG/CM2 SARDINEL SUMERGIDO (UÑA) CONCRETO f’c=210kg/cm2 \LCORTE X -XX -X ESCALA 1/10 SUBRAZANTE \W8.40476; CONCRETO HIDRAULICO \W5.55952; f’c=210kg/cm2 \W6.54762; AFIRMADO GRANULAR COMPACTADO \W7.71429; 100% PROCTOR MODIFICADO \W6.54762; AFIRMADO GRANULAR COMPACTADO \W7.71429; 100% PROCTOR MODIFICADO JUNTA DE DILATACION ASFALTICA e=1″ h=0.20m \W6.39286; SUPERFICIE DE PAVIMENTO RIGIDO \W8.67857; ACABADO FROTACHADO 5 5 5 L 5 1″ 5 L 5 5 5 5 SARDINEL SUMERGIDO (UÑA) CONCRETO f’c=210kg/cm2 \W8.40476; CONCRETO HIDRAULICO \W5.55952; f’c=210kg/cm2 \W6.39286; SUPERFICIE DE PAVIMENTO RIGIDO \W8.67857; ACABADO FROTACHADO SUBRAZANTE \W6.54762; AFIRMADO GRANULAR COMPACTADO \W7.71429; 100% PROCTOR MODIFICADO 5 L \LCORTE X -XX -X ESCALA 1/10 5 VARIABLE 5 5 5 5 5 \T0.80000;JUNTA DE DILATACION \T0.80000;ASFALTICA e=1″ \T0.80000;JUNTA DE CONTRACCION \W4.28599; \T0.80000; e=1 cm 5 5 5 VARIABLE 5 5 5 5 5 \W5.79762; RAZANTE DE \W7.95238; PAVIMENTO EXISTENTE \W6.28571; VEREDA \W4.33333; PROYECTADA \W6.28571; VEREDA \W4.33333; PROYECTADA \W2.83333; S=10 % S=10 % 5 5 5 5 \W8.40476; CONCRETO HIDRAULICO \W5.30952; f’c=175 kg/cm2 \W6.33333; SUPERFICIE \W8.40476; ACABADO FROTACHADO \T0.80000;JUNTA DE CONTRACCION \W4.95269; \T0.80000; e=1 cm \T0.80000;RAZANTE DE PAVIMENTO \T0.80000;EXISTENTE \W1.01132; \T0.80000;CUNETA \T0.80000; EXISTENTE \W7.28571; BASE DE HORMIGON \W5.04762; COMPACTADO SARDINEL SUMERGIDO (UÑA) CONCRETO f’c=175kg/cm2 5 5 5 5 5 \W8.40476; CONCRETO HIDRAULICO \W5.30952; f’c=175 kg/cm2 \W6.33333; SUPERFICIE \W8.40476; ACABADO FROTACHADO \T0.80000;JUNTA DE CONTRACCION \W4.95269; \T0.80000; e=1 cm \T0.80000;RAZANTE DE PAVIMENTO \T0.80000;EXISTENTE \W1.01132; \T0.80000;CUNETA \T0.80000; EXISTENTE \W7.28571; BASE DE HORMIGON \W5.04762; COMPACTADO SARDINEL SUMERGIDO (UÑA) CONCRETO f’c=175kg/cm2 5 5 5 \W4.02381; PERFIL DEL \W5.14286; TERRENO \LDETALLE DE VEREDAS ESCALA 1/25 DETALLE DE RAMPAS PARA DISCAPACITADOSDE RAMPAS PARA DISCAPACITADOS ESCALA 1/25 5 SECCION X-XX-X ESCALA 1/25 \H0.50000x;\LDETALLE DE VEREDA Y ESCALA 1/10 \H0.50000x;\LDETALLE DE VEREDA Y ESCALA 1/10 \H0.50000x;\LDETALLE DE SARDINEL ESCALA 1/10 ESPECIFICACIONES TÉCNICAS CONCRETO \W1.14286; (CEMENTO PORTLAND TIPO I) \W1.14286; – CIMIENTOS CORRIDOS C:H 1:10+30% P.G (.8″máx.) \W1.14286; – SOBRECIMIENTOS C:H 1:8+25% P.M. (6″máx) \W1.14286; – SOBRECIMIENTOS REFORZADOS f’c=175 kg/cm² \W1.14286; – ZAPATAS, VIGAS, COLUMNAS Y LOSAS f’c=210 kg/cm² \W1.14286; – CISTERNA Y TANQUE ELEVADO f’c=210 kg/cm² \W1.14286; – MUROS DE CONTENCION O MUROS ARMADO f’c=210 kg/cm² \W1.14286; – CONFINAMIENTO DE ALBAÑILERÍA f’c=175 kg/cm² \W1.14286; – VEREDAS f’c=175 kg/cm² \W1.14286; – FALSO PISO f’c=140 kg/cm² \W1.14286; – SOLADO (e=10cm) C:H 1:10 \W4.00000; ACERO \W1.14286; – BARRAS CORRUGADAS GRADO 60 ASTM A615. fy=4200 kg/cm² \W1.14286; ALBAÑILERÍA \W1.33333; \W1.14286; – TABIQUERÍA DE CERRAMIENTO: \W4.00000; LADRILLOS TUBULARES TIPO “PANDERETA” \W1.14286; – MORTERO DE ASENTADO 1:4 (Cemento:Arena) \W1.14286; – MÁXIMO ESPESOR DE JUNTA 1.5 cm. \W1.14286; RECUBRIMIENTOS \W1.14286; – SUPERFICIE EN CONTACTO CON EL TERRENO 7.5 cm. \W1.14286; – COLUMNAS Y VIGAS PERALTADAS 4.0 cm. \W1.14286; – LOSAS, MUROS Y VIGAS CHATAS 2.0 cm. \W1.14286; – ELEMENTOS DE CONFINAMIENTO DE ALBAÑILERÍA 2.0 cm. \W1.14286; RESUMEN DE LAS CONDICIONES DE CIMENTACIÓN \W1.14286; – TIPO DE CIMENTACIÓN: ZAPATAS CONECTADAS CON VIGAS DE \W1.14286; CIMENTACIÓN \W1.14286; – ESTRATO DE APOYO GRAVA ARENOARCILLOSA (GP-GN) \W4.00000; \W1.14286; – PROFUNDIDAD DE CIMENTACIÓN 1.30 m. DEBAJO DEL TERRENO NATURAL \W1.14286; (mín.) \W1.14286; – FACTOR DE SEGURIDAD CORTE 3 \W1.33333; \W1.14286; – PRESIÓN ADMISIBLE 1.50 kg/cm² \W3.16797; \W1.14286; – ASENTAMIENTO MÁX. TOTAL 1″ \W1.33333; \W1.14286; – DISTORSIÓN ANGULAR MÁX. 1/150 \W1.33333; \W1.14286; – AGRESIVIDAD DEL SUELO DESPRECIABLE \W1.14286; 5 E-n BM E-1 E-3 E-4 E-5 E-7 E-6 E-2 E-14 E-8 E-10 E-9 E-11 E-12 E-13 BM4 BM1 BM2 BM3 \W7.00035; LOCALIZACIÓN DE ESTRUCTURA PROYECTADA \W9.48356; Escala: 1:2500 ESPECIFICACIONES TÉCNICAS CONCRETO \W1.14286; (CEMENTO PORTLAND TIPO I) \W1.33333; \W1.14286; – Lozas f’c=210 kg/cm² \W4.00000; ACERO \W1.14286; – BARRAS CORRUGADAS GRADO 60 ASTM A615. fy=4200 kg/cm² \W1.14286; E-n BM E-n BM E-n BM – SISTEMA DE COORDENADAS UTM DATUM WGS 84 NOTAS: – CURVAS PRINCIPALES ESPACIADAS CADA 1.0 m. – LEVANTAMIENTO TOPOGRÁFICO EFECTUADO EN ENERO DE 2014 – CURVAS SECUNDARIAS ESPACIADAS CADA 0.2 m. BM-1 BM-2 9134402.94 855256.38 3212.21 9134362.86 825412.41 3218.68 SI SI ELECTRICIDAD DESAGÜE TELÉFONO AGUA SI SI E-1 E-3 E-4 E-5 BM2 BM-3 BM-4 9134614.57 825431.85 3200.21 9134600.31 825572.95 3200.81 SI SI SI SI