Road Design Procedures DWG Block for AutoCAD

Road Design Procedures DWG Block for AutoCAD

Road …. This study will proceed with the placement of pavement … in the profiles have the terrain profile of the subgrade and the curve of mass, and more important things …

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

est, ref, bor, pos, lom, lat, abs, ent, fca, flom, house, lind, ini, road, fter, tree, curv, entrance, exit, curve box, curve, delta, radio, arch, stan, rope, area, under rope, axle construction box, side, distance, bearing, coordinates, sheet :, bridge, road., road, plane :, c. enc. Sub-direction of studies and projects., c. General Director of Conservation, c. enc. general residence of conservation, c. enc. general direction of the center a, origin :, section :, km :, road:, I lift :, calculation :, drawing :, review :, infrastructure subsecretariat, c. enc. from the department of structures, c. enc. of the technical direction, c. resident of bridges, ing. -, c. deputy director of works, date, realization, description, rev., lamina:, date:, provincial government of cañar, project: feasibility study and final design for the rehabilitation of the via de buil guapan, contract nro, scale, drawing, class , length, study, province, checked, approved, ing. field, legend, element, symbol, project axis, lateral roadway project, existing road, enclosure, ing. designer, ing. project manager, ing. audit, project: feasibility study and final design for the rehabilitation of the road of buil guapan, cañar, shown, type of material, factor, abundance, compaction, ordinates of the curve, mass, terraple, cut, subgrade, terrain , volume, thickness, elevation, profile, cross sections, builchacapamba, chacapamba, ecuadorian, burgay river, buil guapan, east school, virgin chapel of good success, chapel of the divine child, north panamerica, via zhindilig, chapel buil chacapamba, via in studio, via buil tabacay, via a guapan, location of the road

Raw text data extracted from CAD file:

155° PC=0+025.56 REF 1 = 8.91 70° 77° 16° 41° 129° 132° 51° 33° 126° 5° 166° 13° 5° 11° 105° 127° 78° 17° REF 1 = 9.88 145° 36° 87° 52° 93° 83° 71° PC=0+245.55 51° 74° 106° 135° 17° 12° 1 EST 0 REF 2 BOR 3 BOR 4 BOR 5 BOR 6 BOR 7 BOR 8 POS 9 LOM 10 LOM 11 LOM 12 LOM 13 LOM 14 LOM 15 LOM 16 LOM 17 LAT 18 LAT 19 ABS 20 ABS 21 LAT 22 ABS 23 LAT 24 ABS 25 LAT 26 ABS 27 LAT 28 ABS 29 LAT 30 ABS 31 ABS 32 ABS 33 ABS 34 LAT 35 LAT 36 ABS 37 LAT 38 ENT 39 ENT 40 FCA 41 ENT 42 ENT 43 ENT 44 EST 45 POS 46 LOM 47 LOM 48 LOM 49 FLOM 50 LOM 51 CASA 52 FLOM 53 CASA 54 LIND 55 POS 56 LIND 57 LIND 58 LOM 59 LOM 60 LOM 61 LOM 62 LOM 63 LIND 64 LIND 65 LOM 66 LOM 67 LOM 68 LOM 69 LOM 70 POS 71 LIND 72 FCA 73 FCA 74 FCA 75 ENT 76 ENT 77 FCA 78 INI 79 INI 80 FCA 81 FCA 82 ENT 83 FCA 84 FCA 85 CAMINO 86 CAMINO 87 CAMINO 88 CAMINO 89 CAMINO 90 CAMINO 91 ABS 92 ABS 93 ABS 94 ABS 95 ABS 96 LIND 97 LOM 98 LOM 99 FCA 100 ABS 101 LIND 102 LIND 103 ENT 104 ENT 105 FCA 106 ABS 107 FCA 108 CAMINO 109 CAMINO 110 CAMINO 111 CAMINO 112 LOM 113 LOM 114 LOM 115 LOM 116 LOM 117 LOM 118 LOM 119 LIND 120 ABS 121 ABS 122 LIND 123 LOM 124 LOM 125 LOM 126 LOM 127 LIND 128 ABS 129 ABS 130 LIND 131 LOM 132 LOM 133 EST 134 REF 135 LIND 136 FCA 137 LIND 138 FCA 139 LIND 140 LIND 141 FCA 142 FCA 143 ENT 144 ABS 145 LIND 146 LOM 147 ENT 148 ENT 149 ENT 150 FCA 151 POS 152 ABS 153 LIND 154 LIND 155 LIND 156 LOM 157 LOM 158 LIND 159 ABS 160 LIND 161 LOM 162 LOM 163 LIND 164 LOM 165 ABS 166 LIND 167 LOM 168 POS 169 POS 170 FCA 171 ENT 172 ENT 173 ABS 174 LIND 175 LOM 176 ABS 177 LIND 178 LIND 179 ABS 180 FCA 181 LIND 182 ABS 183 ENT 184 ENT 185 LIND 186 ABS 187 LOM 188 LIND 189 ABS 190 LIND 191 LIND 192 LIND 193 EST 194 FCA 195 POS 196 LOM 197 LIND 198 LIND 199 LIND 200 LIND 201 FCA 202 CASA 203 CASA 204 CASA 205 ENT 206 ENT 207 FCA 208 LIND 209 LIND 210 LIND 211 ABS 212 ABS 213 ABS 214 LIND 215 ABS 216 LIND 217 FCA 218 LIND 219 FCA 220 ABS 221 LIND 222 LOM 223 LIND 224 LIND 225 ABS 226 ABS 227 FCA 228 ENT 229 ENT 230 FCA 231 FCA 232 ABS 233 LIND 234 FCA 235 LIND 236 FCA 237 ABS 238 LIND 239 ABS 240 FCA 241 LIND 242 LIND 243 ENT 244 ABS 245 ENT 246 LIND 247 FCA 248 ABS 249 LIND 250 LIND 251 FCA 252 ENT 253 ENT 254 ABS 255 LIND 256 LIND 257 FCA 258 LIND 259 FCA 260 POS 261 FCA 262 EST 263 POS 264 POS 265 LIND 266 ENT 267 ENT 268 FCA 269 ABS 270 LIND 271 ABS 272 LIND 273 LIND 274 LOM 275 ENT 276 ENT 277 LIND 278 ABS 279 LIND 280 FCA 281 ABS 282 LIND 283 LIND 284 FTER 285 POS 286 ENT 287 ENT 288 ABS 289 LIND 290 LIND 291 LOM 292 ENT 293 ENT 294 FCA 295 ENT 296 ENT 297 ENT 298 ENT 299 CASA 300 FCA 301 CASA 302 CASA 303 CASA 304 ARBOL 305 ARBOL 306 ARBOL 307 ARBOL 308 ABS 309 LIND 310 LIND 311 ABS 312 ABS 313 LIND 314 ABS 315 LIND 316 LIND 317 ABS 318 LIND 319 LIND 320 LIND 321 ABS 322 ENT 323 LIND 324 ENT 325 LIND 326 ENT 327 FCA 328 ABS 329 LIND 330 LIND 331 ABS 332 ENT 333 ENT 334 LIND 335 ENT 336 ENT 337 FCA 338 FCA 339 ABS 340 ENT 341 LIND 342 ENT 343 LIND 344 FCA 345 FCA 346 ENT 347 POS 348 ENT 349 ABS 350 LIND 351 FCA 352 LIND 353 ENT 354 ABS 355 ENT 356 LIND 357 FCA 358 LIND 359 ABS 360 LIND 361 ABS 362 LIND 363 ABS 364 LIND 365 EST 366 LIND 367 LIND 368 LOM 369 CURV 370 CURV 371 CURV 372 LOM 373 LIND 374 LOM 375 POS 376 LIND 377 CASA 378 ABS 379 LIND 380 CURV 381 CURV 382 LOM 383 CURV 384 ENT 385 LIND 386 ABS 387 LIND 388 ABS 389 LIND 390 LIND 391 ABS 392 LIND 393 LIND 394 POS 395 LIND 396 FCA 397 ENT 398 ABS 399 LIND 400 ABS 401 POS C1 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 0+230.00 0+240.00 0+250.00 0+260.00 0+270.00 0+280.00 0+290.00 0+300.00 D = 13°50'58.77" der ST = 16.758 PI = 0+042.32 Gc = 8°18'18.00" Lc = 33.353 Rc = 137.979 Sc = 10.00% Ac = 0.20 Le entrada = 20.00 Le salida = 20.00 PC=0+025.56 PT=0+058.91 D = 18°39'42.24" izq ST = 7.747 PI = 0+102.98 Gc = 24°18'18.00" Lc = 15.356 Rc = 47.147 Sc = 10.00% Ac = 0.20 Le entrada = 10.00 Le salida = 10.00 PC=0+095.23 PT=0+110.59 D = 1°0'51.04" izq ST = 17.239 PI = 0+168.75 Gc = 0°35'18.00" Lc = 34.476 Rc = 1947.732 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+151.51 PT=0+185.99 D = 17°31'49.69" der ST = 16.687 PI = 0+269.59 Gc = 10°35'18.00" Lc = 33.113 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+252.91 PT=0+286.02 C1 C2 C3 C4 CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA AREA BAJO CUERDA C1 13°50'58.77" 137.979 33.353 16.758 33.271 22.342 C2 18°39'42.24" 47.147 15.356 7.747 15.289 6.367 C3 01°0'51.04" 1,947.732 34.476 17.239 34.476 1.753 C4 17°31'49.69" 108.224 33.113 16.687 32.984 27.826 CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 738,146.2510 9,698,928.1586 PST=0+000.00 PC=0+025.56 N 86°06'03.43" E 25.565 PC=0+025.56 738,171.7570 9,698,929.8970 PC=0+025.56 PT=0+058.91 S 86°58'27.18" E 33.271 PT=0+058.91 738,204.9820 9,698,928.1408 D = 13°50'58.77" der Lc = 33.353 PI=0+042.32 738,188.4762 9,698,931.0365 Rc = 137.979 ST = 16.758 PT=0+058.91 PI=0+082.91 S 80°02'57.80" E 24.000 PI=0+082.91 738,228.6210 9,698,923.9936 PI=0+082.91 PC=0+095.23 S 83°31'08.32" E 12.316 PC=0+095.23 738,240.8585 9,698,922.6034 D = 3°28'10.52" izq PC=0+095.23 PT=0+110.59 N 87°09'00.56" E 15.289 PT=0+110.59 738,256.1281 9,698,923.3635 D = 18°39'42.24" izq Lc = 15.356 PI=0+102.98 738,248.5558 9,698,921.7290 Rc = 47.147 ST = 7.747 PT=0+110.59 PC=0+151.51 N 77°49'09.44" E 40.927 PC=0+151.51 738,296.1338 9,698,931.9990 PC=0+151.51 PT=0+185.99 N 77°18'43.92" E 34.476 PT=0+185.99 738,329.7679 9,698,939.5712 D = 1°0'51.04" izq Lc = 34.476 PI=0+168.75 738,312.9844 9,698,935.6363 Rc = 1,947.732 ST = 17.239 PT=0+185.99 PI=0+203.99 N 76°48'18.40" E 18.000 PI=0+203.99 738,347.2926 9,698,943.6800 PI=0+203.99 PC=0+252.91 N 77°58'27.90" E 48.917 PC=0+252.91 738,395.1360 9,698,953.8717 D = 1°10'9.50" der PC=0+252.91 PT=0+286.02 N 86°44'22.75" E 32.984 PT=0+286.02 738,428.0664 9,698,955.7476 D = 17°31'49.69" der Lc = 33.113 PI=0+269.59 738,411.4566 9,698,957.3484 Rc = 108.224 ST = 16.687 PT=0+286.02 PST=0+305.99 S 84°29'42.41" E 19.970 PST=0+305.99 738,447.9445 9,698,953.8318 LONGITUD = 305.994m 2,620.75 2,620.87 2,620.75 2,620.85 2,620.97 2,620.85 2,621.22 2,621.22 2,621.10 2,621.59 2,621.47 2,621.35 2,621.63 2,621.49 2,621.36 2,622.55 2,622.12 2,621.67 2,623.06 2,622.46 2,621.84 2,623.34 2,622.74 2,622.12 2,623.96 2,623.36 2,622.74 2,624.59 2,623.99 2,623.37 2,625.14 2,624.54 2,623.92 2,625.18 2,624.61 2,624.02 2,625.52 2,625.25 2,624.98 2,625.74 2,625.62 2,625.50 2,625.96 2,625.96 2,625.84 2,626.02 2,626.06 2,625.94 2,626.20 2,626.32 2,626.20 2,626.23 2,626.35 2,626.23 2,626.43 2,626.55 2,626.55 2,626.63 2,626.75 2,626.87 2,626.75 2,627.04 2,627.32 2,627.00 2,627.62 2,628.22 2,627.58 2,628.20 2,628.80 2,628.92 2,629.54 2,630.14 2,629.00 2,629.62 2,630.22 2,630.70 2,630.82 2,630.94 2,630.92 2,631.04 2,631.07 2,631.01 2,631.13 2,631.13 2,631.31 2,631.43 2,631.31 2,632.44 2,632.56 2,632.44 2,632.98 2,633.10 2,632.98 2,633.43 2,633.55 2,633.55 2,633.87 2,633.99 2,634.11 2,633.92 2,634.06 2,634.20 2,634.78 2,635.34 2,635.88 2,634.89 2,635.51 2,636.11 2,635.73 2,636.35 2,636.95 2,636.48 2,637.10 2,637.70 2,636.97 2,637.59 2,638.19 2,637.13 2,637.75 2,638.35 2,637.38 2,637.83 2,638.27 2,637.88 2,638.00 2,638.12 2,637.92 2,638.04 2,638.08 2,637.94 2,638.06 2,638.06 2,637.99 2,638.11 2,637.99 2,638.03 2,638.15 2,638.03 2,637.92 2,638.04 2,637.92 2,637.57 2,637.69 2,637.57 2,637.31 2,637.43 2,637.31 2,637.24 2,637.24 2,637.12 2,637.18 2,637.10 2,636.98 2,637.15 2,637.03 2,636.91 2,636.85 2,636.36 2,635.87 2,636.75 2,636.15 2,635.53 2,636.23 2,635.63 2,635.01 2,635.49 2,634.89 2,634.27 2,634.75 2,634.15 2,633.53 2,634.31 2,633.71 2,633.09 2,633.86 2,633.42 2,632.97 2,632.95 2,632.83 2,632.71 2,632.72 2,632.68 2,632.56 2,632.61 2,632.61 2,632.49 2,632.27 2,632.39 2,632.27 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 0+230.00 0+240.00 0+250.00 0+260.00 0+270.00 0+280.00 0+290.00 0+300.00 0+310.00 C5 C6 C7 CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA AREA BAJO CUERDA C5 03°13'11.31" 108.224 6.082 3.042 6.081 0.173 C6 07°42'18.53" 108.224 14.554 7.288 14.543 2.372 C7 07°33'4.74" 108.224 14.263 7.142 14.253 2.233 C8 C9 C10 CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA AREA BAJO CUERDA C1 03°13'11.31" 108.224 6.082 3.042 6.081 0.173 C2 07°42'18.53" 108.224 14.554 7.288 14.543 2.372 C3 07°33'4.74" 108.224 14.263 7.142 14.253 2.233 CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 738,412.0616 9,698,956.1006 PST=0+000.00 PC=0+078.20 N 12°41'52.60" O 78.206 PC=0+078.20 738,394.8711 9,699,032.3937 PC=0+078.20 PT=0+084.28 N 11°05'16.94" O 6.081 PT=0+084.28 738,393.7016 9,699,038.3612 D = 3°13'11.31" der Lc = 6.082 PI=0+081.24 738,394.2025 9,699,035.3610 Rc = 108.224 ST = 3.042 PT=0+084.28 PC=0+150.95 N 09°28'41.29" O 66.665 PC=0+150.95 738,382.7238 9,699,104.1158 PC=0+150.95 PT=0+165.50 N 13°19'50.55" O 14.543 PT=0+165.50 738,379.3706 9,699,118.2670 D = 7°42'18.53" izq Lc = 14.554 PI=0+158.24 738,381.5237 9,699,111.3043 Rc = 108.224 ST = 7.288 PT=0+165.50 PC=0+245.55 N 17°10'59.82" O 80.054 PC=0+245.55 738,355.7205 9,699,194.7474 PC=0+245.55 PT=0+259.82 N 20°57'32.19" O 14.253 PT=0+259.82 738,350.6221 9,699,208.0575 D = 7°33'4.74" izq Lc = 14.263 PI=0+252.70 738,353.6105 9,699,201.5707 Rc = 108.224 ST = 7.142 PT=0+259.82 PST=0+316.36 N 24°44'04.56" O 56.540 PST=0+316.36 738,326.9649 9,699,259.4102 LONGITUD = 316.363m C11 C12 C13 CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA AREA BAJO CUERDA C11 03°13'11.31" 108.224 6.082 3.042 6.081 0.173 C12 07°42'18.53" 108.224 14.554 7.288 14.543 2.372 C13 07°33'4.74" 108.224 14.263 7.142 14.253 2.233 C1 C2 C3 CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA AREA BAJO CUERDA C1 03°13'11.31" 108.224 6.082 3.042 6.081 0.173 C2 07°42'18.53" 108.224 14.554 7.288 14.543 2.372 C3 07°33'4.74" 108.224 14.263 7.142 14.253 2.233 D = 3°13'11.31" der ST = 3.042 PI = 0+081.24 Gc = 10°35'18.00" Lc = 6.082 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+078.20 PT=0+084.28 D = 7°42'18.53" izq ST = 7.288 PI = 0+158.24 Gc = 10°35'18.00" Lc = 14.554 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+150.95 PT=0+165.50 D = 7°33'4.74" izq ST = 7.142 PI = 0+252.70 Gc = 10°35'18.00" Lc = 14.263 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+245.55 PT=0+259.82 2,634.68 2,634.80 2,634.68 2,635.54 2,635.66 2,635.54 2,636.41 2,636.53 2,636.41 2,637.27 2,637.39 2,637.27 2,638.13 2,638.25 2,638.13 2,638.99 2,639.11 2,638.99 2,639.85 2,639.97 2,639.85 2,639.87 2,639.99 2,639.87 2,640.25 2,640.25 2,640.13 2,640.63 2,640.51 2,640.39 2,641.11 2,640.84 2,640.56 2,642.14 2,641.54 2,640.92 2,642.30 2,641.70 2,641.08 2,642.67 2,642.07 2,641.45 2,642.93 2,642.56 2,642.18 2,643.28 2,643.16 2,643.04 2,643.47 2,643.47 2,643.35 2,643.52 2,643.54 2,643.42 2,643.67 2,643.79 2,643.67 2,644.49 2,644.61 2,644.49 2,645.56 2,645.68 2,645.56 2,646.62 2,646.74 2,646.62 2,646.94 2,647.06 2,646.94 2,647.26 2,647.38 2,647.38 2,647.58 2,647.70 2,647.82 2,647.64 2,647.81 2,647.97 2,648.29 2,648.87 2,649.44 2,648.36 2,648.98 2,649.58 2,649.32 2,649.94 2,650.54 2,649.91 2,650.53 2,651.13 2,650.58 2,651.01 2,651.43 2,651.60 2,651.72 2,651.84 2,651.80 2,651.92 2,651.94 2,651.84 2,651.96 2,651.96 2,652.06 2,652.18 2,652.06 2,652.44 2,652.56 2,652.44 2,652.94 2,653.06 2,652.94 2,653.44 2,653.56 2,653.44 2,653.94 2,654.06 2,653.94 2,654.32 2,654.44 2,654.32 2,654.45 2,654.57 2,654.54 2,654.48 2,654.60 2,654.60 2,654.63 2,654.75 2,654.87 2,654.68 2,655.07 2,655.45 2,654.73 2,655.35 2,655.95 2,654.95 2,655.57 2,656.17 2,655.45 2,656.07 2,656.67 2,655.47 2,656.08 2,656.67 2,656.51 2,656.71 2,656.90 2,656.72 2,656.84 2,656.96 2,656.95 2,657.07 2,657.07 2,657.20 2,657.32 2,657.20 2,657.39 2,657.51 2,657.39 2,658.36 2,658.48 2,658.36 2,659.51 2,659.63 2,659.51 2,660.70 2,660.82 2,660.70 .07/.11 HOJA: " LAS PIEDRAS " PUENTE DE 1 1 DE CARRETERAS. DE CARRETERAS PLANO: C. ENC. SUBDIRECCION DE ESTUDIOS Y PROYECTOS. C. DIRECTOR GENERAL DE CONSERVACION C. ENC. RESIDENCIA GENERAL DE CONSERVACION C. ENC. DIRECCION GENERAL DEL CENTRO A ORIGEN: TRAMO: KM: CARRETERA: LEVANTO: CALCULO: DIBUJO: REVISO: SUBSECRETARIA DE INFRAESTRUCTURA C. ENC. DEL DEPARTAMENTO DE ESTRUCTURAS C. ENC. DE LA DIRECCION TECNICA ESTRIBO NO.2 MEXICO D.F. A AGOSTO / 2009 C. RESIDENTE DE PUENTES ING. - C. SUBDIRECTOR DE OBRAS FECHA REALIZO D E S C R I P C I O N REV. .07/.11 HOJA: " LAS PIEDRAS " PUENTE DE 1 1 DE CARRETERAS. DE CARRETERAS PLANO: C. ENC. SUBDIRECCION DE ESTUDIOS Y PROYECTOS. C. DIRECTOR GENERAL DE CONSERVACION C. ENC. RESIDENCIA GENERAL DE CONSERVACION C. ENC. DIRECCION GENERAL DEL CENTRO A ORIGEN: TRAMO: KM: CARRETERA: LEVANTO: CALCULO: DIBUJO: REVISO: SUBSECRETARIA DE INFRAESTRUCTURA C. ENC. DEL DEPARTAMENTO DE ESTRUCTURAS C. ENC. DE LA DIRECCION TECNICA ESTRIBO NO.2 MEXICO D.F. A AGOSTO / 2009 C. RESIDENTE DE PUENTES ING. - C. SUBDIRECTOR DE OBRAS FECHA REALIZO D E S C R I P C I O N REV. .07/.11 HOJA: " LAS PIEDRAS " PUENTE DE 1 1 DE CARRETERAS. DE CARRETERAS PLANO: C. ENC. SUBDIRECCION DE ESTUDIOS Y PROYECTOS. C. DIRECTOR GENERAL DE CONSERVACION C. ENC. RESIDENCIA GENERAL DE CONSERVACION C. ENC. DIRECCION GENERAL DEL CENTRO A ORIGEN: TRAMO: KM: CARRETERA: LEVANTO: CALCULO: DIBUJO: REVISO: SUBSECRETARIA DE INFRAESTRUCTURA C. ENC. DEL DEPARTAMENTO DE ESTRUCTURAS C. ENC. DE LA DIRECCION TECNICA ESTRIBO NO.2 MEXICO D.F. A AGOSTO / 2009 C. RESIDENTE DE PUENTES ING. - C. SUBDIRECTOR DE OBRAS FECHA REALIZO D E S C R I P C I O N REV. Lamina : 1/3 Fecha : 18 07 2012 GOBIERNO PROVINCIAL DEL CAÑAR PROYECTO : ESTUDIO DE FACTIBILIDAD Y DISEÑO DEFINITIVO PARA LA REHABILITACION DE LA VIA DE BUIL GUAPAN CONTRATO Nro ESCALA DIBUJO CLASE LONGITUD ESTUDIO PROVINCIA 1er REVISADO 2do REVISADO COMPROBADO APROBADO ING. DE CAMPO LEYENDA ELEMENTO SIMBOLO EJE DE PROYECTO LATERAL CALZADA PROYECTO VIA EXISTENTE CERRAMIENTO VIA 1 VIA 2 0+270 (VIA ATRAS) = 0+000 (VIA ADELANTE)\H1.6x; PERFIL DE LA VIA 1 PERFIL DE LA VIA 2 ING. PROYECTISTA ING. JEFE DE PROYECTO ING. FISCALIZADOR 1 : 1500 PC=0+025.56 PI #1 0+042.32 REF 1 = 8.91 5 PI # 1 PI # 2 PI # 1 PI # 2 PI # 3 PI # 3 PI # 4 PI # 4 PI # 5 PI # 6 BM 1 REF 2 = 24.74 0+000.00 REF 1 = 10.7 REF 2 = 2.88 PC=0+025.56 5 5 PI #1 0+042.32 PT=0+058.91 REF 1 = 13.61 REF 2 = 6 5 5 PI #1 0+042.32 REF 1 = 7.25 REF 2 = 4.4 PC=0+095.23 PI #2 0+102.98 5 5 5 PI #2 0+102.98 REF 2 = 2.83 REF 1 = 10.73 PT=0+110.59 PI #2 0+102.98 REF 1 = 4.94 REF 2 = 8.74 5 5 PC=0+151.51 PI #3 0+168.75 PI #3 0+168.75 REF 1 = 6.03 REF 2 = 2.59 PT=0+185.99 PI #3 0+168.75 REF 1 = 34.85 REF 2 = 12.28 5 5 5 PC=0+252.91 PI #4 0+269.59 PI #4 0+269.59 REF 1 = 15.48 REF 2 = 20.84 5 5 PT=0+286.02 PI # 5 REF 2 = 0.64 REF 1 = 5.28 0+000.00 PI #5 0+081.24 5 5 PI #5 0+081.24 PC=0+078.20 REF 2 = 4.08 REF 1 = 9.88 5 5 PI # 7 PI #5 0+081.24 PI # 6 PI # 7 PT=0+084.28 REF 1 = 4.3 REF 2 = 6.7 5 5 PI #5 0+081.24 PC=0+150.95 REF 2 = 4.28 REF 1 = 4.68 5 5 5 PI #6 0+158.24 PI #6 0+158.24 PT=0+165.50 REF 1 = 4.05 REF 2 = 3.78 5 5 PI #6 0+158.24 PI #7 +252.70 PC=0+245.55 REF 1 = 5.32 REF 2 = 3.7 5 5 5 PI #7 +252.70 PT=0+259.82 REF 2 = 5.38 REF 1 = 7.14 5 5 PI #7 +252.70 REF 1 = 19.37 PST=0+316.36 5 BM1 BM2 BM3 Lamina : 2/3 Fecha : 18 07 2012 GOBIERNO PROVINCIAL DEL CAÑAR PROYECTO : ESTUDIO DE FACTIBILIDAD Y DISEÑO DEFINITIVO PARA LA REHABILITACION DE LA VIA DE BUIL GUAPAN CONTRATO Nro ESCALA DIBUJO CLASE LONGITUD ESTUDIO PROVINCIA 1er REVISADO 2do REVISADO COMPROBADO APROBADO ING. DE CAMPO ING. PROYECTISTA ING. JEFE DE PROYECTO ING. FISCALIZADOR ESCALA VIA 1 VIA 2 1er VIA 306 m 1da VIA 316.36 m CAÑAR MOSTRADA 1er VIA 306 m 1da VIA 316.36 m CAÑAR 2,645 2,644 2,643 2,642 2,641 2,640 2,639 2,638 2,637 2,636 2,635 2,634 2,633 2,632 2,631 2,630 2,629 2,628 2,627 2,626 2,625 2,624 2,623 2,622 2,621 2,620 2,619 2,618 2,617 2,616 2,615 2,614 2,613 2,612 2,611 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL PCV=0+075.20 Elev=2,625.69 PIV=0+100.20 Elev=2,627.29 PTV=0+125.20 Elev=2,631.14 PCV=0+143.32 Elev=2,633.93 PIV=0+168.32 Elev=2,637.78 PTV=0+193.32 Elev=2,638.06 PCV=0+208.51 Elev=2,638.22 PIV=0+223.51 Elev=2,638.39 PTV=0+238.51 Elev=2,637.27 +6.4046 % en 75.20m +15.3973 % en 18.12m +1.1134 % en 15.20m -7.4591 % en 67.47m 0+000.00 10,000 0.00 0.00 0.00 2,620.87 2,620.87 0+010.00 10,025 0.27 25.10 0.78 2,621.51 2,622.29 0+020.00 10,064 0.00 39.04 0.54 2,622.15 2,622.69 0+030.00 10,090 0.00 25.83 0.28 2,622.79 2,623.07 0+040.00 10,101 0.93 12.16 0.03 2,623.43 2,623.46 0+050.00 10,095 7.66 1.91 0.20 2,624.07 2,623.87 0+060.00 10,077 18.25 0.00 0.37 2,624.71 2,624.35 0+070.00 10,057 20.14 0.39 0.42 2,625.35 2,624.94 0+080.00 10,046 13.85 2.32 0.26 2,626.02 2,625.76 0+090.00 10,043 8.92 6.45 0.01 2,626.83 2,626.83 0+100.00 10,050 4.75 11.99 0.28 2,627.83 2,628.11 0+110.00 10,070 1.06 20.37 0.48 2,629.00 2,629.49 0+120.00 10,101 0.00 31.21 0.62 2,630.36 2,630.98 0+130.00 10,152 0.00 50.99 1.03 2,631.88 2,632.91 0+140.00 10,218 0.00 65.88 1.04 2,633.42 2,634.45 0+150.00 10,294 0.00 76.41 1.05 2,634.89 2,635.94 0+160.00 10,381 0.00 86.91 1.05 2,636.10 2,637.15 0+170.00 10,465 0.00 84.12 0.89 2,637.02 2,637.91 0+180.00 10,539 0.00 73.63 0.88 2,637.65 2,638.54 0+190.00 10,601 0.00 62.45 0.88 2,638.00 2,638.88 0+200.00 10,654 0.00 52.66 0.70 2,638.13 2,638.83 0+210.00 10,694 0.00 39.77 0.53 2,638.24 2,638.77 0+220.00 10,720 0.00 26.68 0.33 2,638.16 2,638.49 0+230.00 10,736 0.00 15.71 0.17 2,637.81 2,637.98 0+240.00 10,744 0.00 7.83 0.09 2,637.16 2,637.25 0+250.00 10,747 1.34 4.41 0.05 2,636.42 2,636.47 0+260.00 10,747 3.46 3.38 0.01 2,635.67 2,635.66 0+270.00 10,743 6.00 2.14 0.12 2,634.92 2,634.80 0+280.00 10,733 11.31 1.38 0.22 2,634.18 2,633.96 0+290.00 10,719 15.48 0.98 0.26 2,633.43 2,633.18 0+300.00 10,707 12.10 0.33 0.17 2,632.69 2,632.52 TOTAL VOLUMEN CORTE = 832.43m3 TOTAL VOLUMEN TERRAPLEN = -125.52m3 AZ=86°6'3.43" TAN=25.57m D = 13°50'58.77" der ST = 16.758 PI = 0+042.32 Gc = 8°18'18.00" Lc = 33.353 Rc = 137.979 Sc = 10.00% Ac = 0.20 Le entrada = 20.00 Le salida = 20.00 PC=0+025.56 PT=0+058.91 AZ=98°46'26.73" TAN=36.30m D = 18°39'42.24" izq ST = 7.747 PI = 0+102.98 Gc = 24°18'18.00" Lc = 15.356 Rc = 47.147 Sc = 10.00% Ac = 0.20 Le entrada = 10.00 Le salida = 10.00 PC=0+095.23 PT=0+110.59 AZ=77°49'9.44" TAN=40.93m D = 1°0'51.04" izq ST = 17.239 PI = 0+168.75 Gc = 0°35'18.00" Lc = 34.476 Rc = 1947.732 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+151.51 PT=0+185.99 AZ=77°39'35.61" TAN=66.91m D = 17°31'49.69" der ST = 16.687 PI = 0+269.59 Gc = 10°35'18.00" Lc = 33.113 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+252.91 PT=0+286.02 2,665 2,664 2,663 2,662 2,661 2,660 2,659 2,658 2,657 2,656 2,655 2,654 2,653 2,652 2,651 2,650 2,649 2,648 2,647 2,646 2,645 2,644 2,643 2,642 2,641 2,640 2,639 2,638 2,637 2,636 2,635 2,634 2,633 2,632 2,631 2,630 2,629 2,628 2,627 2,626 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL PCV=0+157.25 Elev=2,649.32 PIV=0+162.25 Elev=2,649.78 PTV=0+167.25 Elev=2,650.10 PCV=0+265.21 Elev=2,656.26 PIV=0+285.21 Elev=2,657.52 PTV=0+305.21 Elev=2,660.21 +9.2335 % en 157.25m +6.2924 % en 97.96m +13.4608 % en 11.15m 0+000.00 10,000 0.00 0.00 0.00 2,634.80 2,634.80 0+010.00 9,993 8.58 1.96 0.25 2,635.72 2,635.47 0+020.00 9,971 22.86 0.00 0.57 2,636.65 2,636.08 0+030.00 9,940 30.26 0.00 0.61 2,637.57 2,636.96 0+040.00 9,914 26.27 0.00 0.42 2,638.49 2,638.07 0+050.00 9,896 17.63 0.00 0.28 2,639.42 2,639.13 0+060.00 9,890 6.90 0.05 0.07 2,640.34 2,640.27 0+070.00 9,890 1.46 1.86 0.08 2,641.26 2,641.35 0+080.00 9,902 0.30 12.32 0.33 2,642.19 2,642.52 0+090.00 9,926 0.03 23.87 0.53 2,643.11 2,643.64 0+100.00 9,958 0.00 31.84 0.55 2,644.03 2,644.58 0+110.00 9,997 0.00 38.91 0.66 2,644.96 2,645.62 0+120.00 10,038 0.00 41.84 0.69 2,645.88 2,646.57 0+130.00 10,083 0.00 44.85 0.76 2,646.80 2,647.56 0+140.00 10,133 0.00 50.21 0.88 2,647.73 2,648.61 0+150.00 10,180 0.00 47.00 0.68 2,648.65 2,649.33 0+160.00 10,215 0.00 34.84 0.50 2,649.56 2,650.06 0+170.00 10,240 0.01 24.32 0.35 2,650.27 2,650.62 0+180.00 10,260 0.01 20.62 0.34 2,650.90 2,651.24 0+190.00 10,286 0.00 26.13 0.48 2,651.53 2,652.01 0+200.00 10,319 0.00 32.42 0.57 2,652.16 2,652.73 0+210.00 10,350 0.00 30.87 0.48 2,652.79 2,653.27 0+220.00 10,375 0.00 25.63 0.41 2,653.42 2,653.83 0+230.00 10,401 0.00 25.58 0.46 2,654.05 2,654.51 0+240.00 10,428 0.00 27.10 0.46 2,654.67 2,655.13 0+250.00 10,449 0.30 21.10 0.25 2,655.30 2,655.55 0+260.00 10,459 1.13 11.31 0.09 2,655.93 2,656.03 0+270.00 10,461 2.41 4.39 0.05 2,656.58 2,656.54 0+280.00 10,451 11.01 0.70 0.26 2,657.39 2,657.12 0+290.00 10,427 23.41 0.00 0.46 2,658.37 2,657.92 0+300.00 10,400 27.51 0.00 0.47 2,659.53 2,659.06 0+310.00 10,373 26.36 0.00 0.46 2,660.86 2,660.40 TOTAL VOLUMEN CORTE = 579.72m3 TOTAL VOLUMEN TERRAPLEN = -206.44m3 AZ=347°18'7.40" TAN=78.21m D = 3°13'11.31" der ST = 3.042 PI = 0+081.24 Gc = 10°35'18.00" Lc = 6.082 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+078.20 PT=0+084.28 AZ=350°31'18.71" TAN=66.66m D = 7°42'18.53" izq ST = 7.288 PI = 0+158.24 Gc = 10°35'18.00" Lc = 14.554 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+150.95 PT=0+165.50 AZ=342°49'0.18" TAN=80.05m D = 7°33'4.74" izq ST = 7.142 PI = 0+252.70 Gc = 10°35'18.00" Lc = 14.263 Rc = 108.224 Sc = 10.00% Ac = 0.20 Le entrada = 15.00 Le salida = 15.00 PC=0+245.55 PT=0+259.82 -4 -3 -2 -1 0 1 2 3 4 2,618 2,619 2,620 2,621 2,622 2,623 2,624 L C R=2,620.87 T.N.=2,620.87 OFF=-3.00 R=2,620.81 OFF=3.00 R=2,620.81 AREA DE CORTE = 0.33m2 AREA DE TERRAPLEN = 0.05m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 -4 -3 -2 -1 0 1 2 3 4 2,619 2,620 2,621 2,622 2,623 2,624 2,625 L C R=2,621.51 T.N.=2,622.29 OFF=-3.00 R=2,621.58 OFF=3.00 R=2,621.44 AREA DE CORTE = 4.69m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+010.00 -4 -3 -2 -1 0 1 2 3 4 2,619 2,620 2,621 2,622 2,623 2,624 2,625 2,626 L C R=2,622.15 T.N.=2,622.69 OFF=-3.00 R=2,622.37 OFF=3.00 R=2,621.94 AREA DE CORTE = 3.12m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 -4 -3 -2 -1 0 1 2 3 4 2,620 2,621 2,622 2,623 2,624 2,625 2,626 L C R=2,622.79 T.N.=2,623.07 OFF=-3.00 R=2,623.09 OFF=3.00 R=2,622.49 AREA DE CORTE = 2.05m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+030.00 -4 -3 -2 -1 0 1 2 3 4 2,621 2,622 2,623 2,624 2,625 2,626 L C R=2,623.43 T.N.=2,623.46 OFF=-3.00 R=2,623.73 OFF=3.00 R=2,623.13 AREA DE CORTE = 0.38m2 AREA DE TERRAPLEN = 0.19m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 -4 -3 -2 -1 0 1 2 3 4 2,621 2,622 2,623 2,624 2,625 2,626 2,627 L C R=2,624.07 T.N.=2,623.87 OFF=-3.00 R=2,624.37 OFF=3.00 R=2,623.77 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 1.35m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+050.00 -4 -3 -2 -1 0 1 2 3 4 2,621 2,622 2,623 2,624 2,625 2,626 2,627 L C R=2,624.71 T.N.=2,624.35 OFF=-3.00 R=2,625.00 OFF=3.00 R=2,624.43 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 2.30m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 -4 -3 -2 -1 0 1 2 3 4 2,622 2,623 2,624 2,625 2,626 2,627 2,628 L C R=2,625.35 T.N.=2,624.94 OFF=-3.00 R=2,625.49 OFF=3.00 R=2,625.22 AREA DE CORTE = 0.08m2 AREA DE TERRAPLEN = 1.72m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+070.00 -4 -3 -2 -1 0 1 2 3 4 2,623 2,624 2,625 2,626 2,627 2,628 2,629 L C R=2,626.02 T.N.=2,625.76 OFF=-3.00 R=2,626.00 OFF=3.00 R=2,625.96 AREA DE CORTE = 0.39m2 AREA DE TERRAPLEN = 1.05m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 -4 -3 -2 -1 0 1 2 3 4 2,624 2,625 2,626 2,627 2,628 2,629 2,630 L C R=2,626.83 T.N.=2,626.83 OFF=-3.00 R=2,626.69 OFF=3.00 R=2,626.98 AREA DE CORTE = 0.90m2 AREA DE TERRAPLEN = 0.74m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+090.00 -4 -3 -2 -1 0 1 2 3 4 2,625 2,626 2,627 2,628 2,629 2,630 2,631 L C R=2,627.83 T.N.=2,628.11 OFF=-3.00 R=2,627.53 OFF=3.00 R=2,628.13 AREA DE CORTE = 1.49m2 AREA DE TERRAPLEN = 0.21m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 -4 -3 -2 -1 0 1 2 3 4 2,626 2,627 2,628 2,629 2,630 2,631 2,632 L C R=2,629.00 T.N.=2,629.49 OFF=-3.00 R=2,628.70 OFF=3.00 R=2,629.30 AREA DE CORTE = 2.58m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+110.00 -4 -3 -2 -1 0 1 2 3 4 2,628 2,629 2,630 2,631 2,632 2,633 2,634 L C R=2,630.36 T.N.=2,630.98 OFF=-3.00 R=2,630.30 OFF=3.00 R=2,630.38 AREA DE CORTE = 3.66m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 -4 -3 -2 -1 0 1 2 3 4 2,629 2,630 2,631 2,632 2,633 2,634 2,635 2,636 L C R=2,631.88 T.N.=2,632.91 OFF=-3.00 R=2,631.82 OFF=3.00 R=2,631.82 AREA DE CORTE = 6.54m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+130.00 -4 -3 -2 -1 0 1 2 3 4 2,631 2,632 2,633 2,634 2,635 2,636 2,637 2,638 L C R=2,633.42 T.N.=2,634.45 OFF=-3.00 R=2,633.35 OFF=3.00 R=2,633.49 AREA DE CORTE = 6.64m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 -4 -3 -2 -1 0 1 2 3 4 2,632 2,633 2,634 2,635 2,636 2,637 2,638 2,639 2,640 L C R=2,634.89 T.N.=2,635.94 OFF=-3.00 R=2,634.62 OFF=3.00 R=2,635.16 AREA DE CORTE = 8.64m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+150.00 -4 -3 -2 -1 0 1 2 3 4 2,633 2,634 2,635 2,636 2,637 2,638 2,639 2,640 2,641 L C R=2,636.10 T.N.=2,637.15 OFF=-3.00 R=2,635.80 OFF=3.00 R=2,636.40 AREA DE CORTE = 8.74m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 -4 -3 -2 -1 0 1 2 3 4 2,634 2,635 2,636 2,637 2,638 2,639 2,640 2,641 2,642 L C R=2,637.02 T.N.=2,637.91 OFF=-3.00 R=2,636.72 OFF=3.00 R=2,637.32 AREA DE CORTE = 8.08m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+170.00 -4 -3 -2 -1 0 1 2 3 4 2,635 2,636 2,637 2,638 2,639 2,640 2,641 2,642 L C R=2,637.65 T.N.=2,638.54 OFF=-3.00 R=2,637.35 OFF=3.00 R=2,637.95 AREA DE CORTE = 6.64m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 -4 -3 -2 -1 0 1 2 3 4 2,635 2,636 2,637 2,638 2,639 2,640 2,641 2,642 2,643 L C R=2,638.00 T.N.=2,638.88 OFF=-3.00 R=2,637.78 OFF=3.00 R=2,638.22 AREA DE CORTE = 5.85m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+190.00 -4 -3 -2 -1 0 1 2 3 4 2,636 2,637 2,638 2,639 2,640 2,641 2,642 2,643 L C R=2,638.13 T.N.=2,638.83 OFF=-3.00 R=2,638.07 OFF=3.00 R=2,638.15 AREA DE CORTE = 4.68m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 -4 -3 -2 -1 0 1 2 3 4 2,636 2,637 2,638 2,639 2,640 2,641 2,642 L C R=2,638.24 T.N.=2,638.77 OFF=-3.00 R=2,638.18 OFF=3.00 R=2,638.18 AREA DE CORTE = 3.27m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+210.00 -4 -3 -2 -1 0 1 2 3 4 2,636 2,637 2,638 2,639 2,640 2,641 L C R=2,638.16 T.N.=2,638.49 OFF=-3.00 R=2,638.10 OFF=3.00 R=2,638.10 AREA DE CORTE = 2.07m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 -4 -3 -2 -1 0 1 2 3 4 2,635 2,636 2,637 2,638 2,639 2,640 2,641 L C R=2,637.81 T.N.=2,637.98 OFF=-3.00 R=2,637.75 OFF=3.00 R=2,637.75 AREA DE CORTE = 1.08m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+230.00 -4 -3 -2 -1 0 1 2 3 4 2,635 2,636 2,637 2,638 2,639 2,640 L C R=2,637.16 T.N.=2,637.25 OFF=-3.00 R=2,637.20 OFF=3.00 R=2,637.10 AREA DE CORTE = 0.49m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 -4 -3 -2 -1 0 1 2 3 4 2,634 2,635 2,636 2,637 2,638 2,639 L C R=2,636.42 T.N.=2,636.47 OFF=-3.00 R=2,636.66 OFF=3.00 R=2,636.17 AREA DE CORTE = 0.39m2 AREA DE TERRAPLEN = 0.27m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+250.00 -4 -3 -2 -1 0 1 2 3 4 2,633 2,634 2,635 2,636 2,637 2,638 L C R=2,635.67 T.N.=2,635.66 OFF=-3.00 R=2,635.97 OFF=3.00 R=2,635.37 AREA DE CORTE = 0.28m2 AREA DE TERRAPLEN = 0.42m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 -4 -3 -2 -1 0 1 2 3 4 2,632 2,633 2,634 2,635 2,636 2,637 2,638 L C R=2,634.92 T.N.=2,634.80 OFF=-3.00 R=2,635.22 OFF=3.00 R=2,634.62 AREA DE CORTE = 0.15m2 AREA DE TERRAPLEN = 0.77m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+270.00 -4 -3 -2 -1 0 1 2 3 4 2,631 2,632 2,633 2,634 2,635 2,636 2,637 L C R=2,634.18 T.N.=2,633.96 OFF=-3.00 R=2,634.48 OFF=3.00 R=2,633.88 AREA DE CORTE = 0.13m2 AREA DE TERRAPLEN = 1.49m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+280.00 -4 -3 -2 -1 0 1 2 3 4 2,631 2,632 2,633 2,634 2,635 2,636 L C R=2,633.43 T.N.=2,633.18 OFF=-3.00 R=2,633.65 OFF=3.00 R=2,633.21 AREA DE CORTE = 0.07m2 AREA DE TERRAPLEN = 1.61m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+290.00 -4 -3 -2 -1 0 1 2 3 4 2,630 2,631 2,632 2,633 2,634 2,635 L C R=2,632.69 T.N.=2,632.52 OFF=-3.00 R=2,632.71 OFF=3.00 R=2,632.63 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 0.81m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+300.00 -4 -3 -2 -1 0 1 2 3 4 2,632 2,633 2,634 2,635 2,636 2,637 2,638 L C R=2,634.80 T.N.=2,634.80 OFF=-3.00 R=2,634.74 OFF=3.00 R=2,634.74 AREA DE CORTE = 0.39m2 AREA DE TERRAPLEN = 0.33m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 -4 -3 -2 -1 0 1 2 3 4 2,633 2,634 2,635 2,636 2,637 2,638 L C R=2,635.72 T.N.=2,635.47 OFF=-3.00 R=2,635.66 OFF=3.00 R=2,635.66 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 1.39m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+010.00 -4 -3 -2 -1 0 1 2 3 4 2,634 2,635 2,636 2,637 2,638 2,639 L C R=2,636.65 T.N.=2,636.08 OFF=-3.00 R=2,636.59 OFF=3.00 R=2,636.59 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 3.18m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 -4 -3 -2 -1 0 1 2 3 4 2,634 2,635 2,636 2,637 2,638 2,639 2,640 L C R=2,637.57 T.N.=2,636.96 OFF=-3.00 R=2,637.51 OFF=3.00 R=2,637.51 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 2.87m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+030.00 -4 -3 -2 -1 0 1 2 3 4 2,636 2,637 2,638 2,639 2,640 2,641 L C R=2,638.49 T.N.=2,638.07 OFF=-3.00 R=2,638.43 OFF=3.00 R=2,638.43 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 2.39m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 -4 -3 -2 -1 0 1 2 3 4 2,637 2,638 2,639 2,640 2,641 2,642 L C R=2,639.42 T.N.=2,639.13 OFF=-3.00 R=2,639.36 OFF=3.00 R=2,639.36 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 1.14m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+050.00 -4 -3 -2 -1 0 1 2 3 4 2,638 2,639 2,640 2,641 2,642 2,643 L C R=2,640.34 T.N.=2,640.27 OFF=-3.00 R=2,640.28 OFF=3.00 R=2,640.28 AREA DE CORTE = 0.01m2 AREA DE TERRAPLEN = 0.24m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 -4 -3 -2 -1 0 1 2 3 4 2,639 2,640 2,641 2,642 2,643 2,644 L C R=2,641.26 T.N.=2,641.35 OFF=-3.00 R=2,641.40 OFF=3.00 R=2,641.13 AREA DE CORTE = 0.36m2 AREA DE TERRAPLEN = 0.05m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+070.00 -4 -3 -2 -1 0 1 2 3 4 2,639 2,640 2,641 2,642 2,643 2,644 2,645 L C R=2,642.19 T.N.=2,642.52 OFF=-3.00 R=2,642.49 OFF=3.00 R=2,641.89 AREA DE CORTE = 2.10m2 AREA DE TERRAPLEN = 0.01m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 -4 -3 -2 -1 0 1 2 3 4 2,640 2,641 2,642 2,643 2,644 2,645 2,646 L C R=2,643.11 T.N.=2,643.64 OFF=-3.00 R=2,643.30 OFF=2.39 R=2,642.96 AREA DE CORTE = 2.67m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+090.00 -4 -3 -2 -1 0 1 2 3 4 2,641 2,642 2,643 2,644 2,645 2,646 2,647 2,648 L C R=2,644.03 T.N.=2,644.58 OFF=-3.00 R=2,644.02 OFF=3.00 R=2,643.97 AREA DE CORTE = 3.70m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 -4 -3 -2 -1 0 1 2 3 4 2,642 2,643 2,644 2,645 2,646 2,647 2,648 L C R=2,644.96 T.N.=2,645.62 OFF=-3.00 R=2,644.90 OFF=3.00 R=2,644.90 AREA DE CORTE = 4.09m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+110.00 -4 -3 -2 -1 0 1 2 3 4 2,643 2,644 2,645 2,646 2,647 2,648 2,649 L C R=2,645.88 T.N.=2,646.57 OFF=-3.00 R=2,645.82 OFF=3.00 R=2,645.82 AREA DE CORTE = 4.28m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 -4 -3 -2 -1 0 1 2 3 4 2,644 2,645 2,646 2,647 2,648 2,649 2,650 L C R=2,646.80 T.N.=2,647.56 OFF=-3.00 R=2,646.74 OFF=3.00 R=2,646.74 AREA DE CORTE = 4.69m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+130.00 -4 -3 -2 -1 0 1 2 3 4 2,645 2,646 2,647 2,648 2,649 2,650 2,651 L C R=2,647.73 T.N.=2,648.61 OFF=-3.00 R=2,647.65 OFF=3.00 R=2,647.81 AREA DE CORTE = 5.35m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 -4 -3 -2 -1 0 1 2 3 4 2,646 2,647 2,648 2,649 2,650 2,651 2,652 L C R=2,648.65 T.N.=2,649.33 OFF=-3.00 R=2,648.37 OFF=3.00 R=2,648.93 AREA DE CORTE = 4.05m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+150.00 -4 -3 -2 -1 0 1 2 3 4 2,647 2,648 2,649 2,650 2,651 2,652 2,653 L C R=2,649.56 T.N.=2,650.06 OFF=-3.00 R=2,649.26 OFF=3.00 R=2,649.86 AREA DE CORTE = 2.92m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 -4 -3 -2 -1 0 1 2 3 4 2,648 2,649 2,650 2,651 2,652 2,653 L C R=2,650.27 T.N.=2,650.62 OFF=-3.00 R=2,650.06 OFF=3.00 R=2,650.48 AREA DE CORTE = 1.94m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+170.00 -4 -3 -2 -1 0 1 2 3 4 2,648 2,649 2,650 2,651 2,652 2,653 2,654 L C R=2,650.90 T.N.=2,651.24 OFF=-3.00 R=2,650.84 OFF=3.00 R=2,650.91 AREA DE CORTE = 2.18m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 -4 -3 -2 -1 0 1 2 3 4 2,649 2,650 2,651 2,652 2,653 2,654 2,655 L C R=2,651.53 T.N.=2,652.01 OFF=-3.00 R=2,651.47 OFF=3.00 R=2,651.47 AREA DE CORTE = 3.04m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+190.00 -4 -3 -2 -1 0 1 2 3 4 2,650 2,651 2,652 2,653 2,654 2,655 L C R=2,652.16 T.N.=2,652.73 OFF=-2.88 R=2,652.10 OFF=3.00 R=2,652.10 AREA DE CORTE = 3.44m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 -4 -3 -2 -1 0 1 2 3 4 2,650 2,651 2,652 2,653 2,654 2,655 2,656 L C R=2,652.79 T.N.=2,653.27 OFF=-2.62 R=2,652.73 OFF=3.00 R=2,652.73 AREA DE CORTE = 2.73m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+210.00 -4 -3 -2 -1 0 1 2 3 4 2,651 2,652 2,653 2,654 2,655 2,656 L C R=2,653.42 T.N.=2,653.83 OFF=-2.40 R=2,653.37 OFF=3.00 R=2,653.36 AREA DE CORTE = 2.39m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 -4 -3 -2 -1 0 1 2 3 4 2,651 2,652 2,653 2,654 2,655 2,656 2,657 L C R=2,654.05 T.N.=2,654.51 OFF=-2.64 R=2,653.99 OFF=3.00 R=2,654.03 AREA DE CORTE = 2.72m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+230.00 -4 -3 -2 -1 0 1 2 3 4 2,652 2,653 2,654 2,655 2,656 2,657 2,658 L C R=2,654.67 T.N.=2,655.13 OFF=-3.00 R=2,654.49 OFF=3.00 R=2,654.86 AREA DE CORTE = 2.70m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 -4 -3 -2 -1 0 1 2 3 4 2,653 2,654 2,655 2,656 2,657 2,658 L C R=2,655.30 T.N.=2,655.55 OFF=-3.00 R=2,655.00 OFF=3.00 R=2,655.60 AREA DE CORTE = 1.52m2 AREA DE TERRAPLEN = 0.06m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+250.00 -4 -3 -2 -1 0 1 2 3 4 2,653 2,654 2,655 2,656 2,657 2,658 2,659 L C R=2,655.93 T.N.=2,656.03 OFF=-3.00 R=2,655.64 OFF=3.00 R=2,656.23 AREA DE CORTE = 0.74m2 AREA DE TERRAPLEN = 0.17m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 -4 -3 -2 -1 0 1 2 3 4 2,654 2,655 2,656 2,657 2,658 2,659 L C R=2,656.58 T.N.=2,656.54 OFF=-3.00 R=2,656.49 OFF=3.00 R=2,656.68 AREA DE CORTE = 0.14m2 AREA DE TERRAPLEN = 0.32m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+270.00 -4 -3 -2 -1 0 1 2 3 4 2,654 2,655 2,656 2,657 2,658 2,659 2,660 L C R=2,657.39 T.N.=2,657.12 OFF=-3.00 R=2,657.33 OFF=3.00 R=2,657.33 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 1.88m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+280.00 -4 -3 -2 -1 0 1 2 3 4 2,655 2,656 2,657 2,658 2,659 2,660 2,661 L C R=2,658.37 T.N.=2,657.92 OFF=-3.00 R=2,658.31 OFF=3.00 R=2,658.31 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 2.80m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+290.00 -4 -3 -2 -1 0 1 2 3 4 2,657 2,658 2,659 2,660 2,661 2,662 L C R=2,659.53 T.N.=2,659.06 OFF=-3.00 R=2,659.47 OFF=3.00 R=2,659.47 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 2.70m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+300.00 -4 -3 -2 -1 0 1 2 3 4 2,658 2,659 2,660 2,661 2,662 2,663 L C R=2,660.86 T.N.=2,660.40 OFF=-3.00 R=2,660.80 OFF=3.00 R=2,660.80 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 2.57m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+310.00 SECCIONES TRANVERSALES VIA 1 VIA 2 Builchacapamba Chacapamba Ecuatoriano Río Burgay Buil Guapan Escuela Oriente ECUADOR 1:50 000 CAPILLA VIRGEN DEL BUEN SUCESO CAPILLA DEL DIVINO NIÑO PANAMERICA NORTE VIA ZHINDILIG CAPILLA DE BUIL CHACAPAMBA VIA EN ESTUDIO VIA BUIL TABACAY VIA A GUAPAN 37 38 39 98 99 97 00 UBICACION DE LA VIA Lamina : 3/3 Fecha : 18 07 2012 GOBIERNO PROVINCIAL DEL CAÑAR PROYECTO : ESTUDIO DE FACTIBILIDAD Y DISEÑO DEFINITIVO PARA LA REHABILITACION DE LA VIA DE BUIL GUAPAN CONTRATO Nro ESCALA DIBUJO CLASE LONGITUD ESTUDIO PROVINCIA 1er REVISADO 2do REVISADO COMPROBADO APROBADO ING. DE CAMPO ING. PROYECTISTA ING. JEFE DE PROYECTO ING. FISCALIZADOR 1 : 50000 1er VIA 306 m 1da VIA 316.36 m CAÑAR

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, curve, Design, DWG, HIGHWAY, pavement, placement, profile, profiles, Road, route, stakeout, study, terrain