Sewer Details DWG Detail for AutoCAD

Sewer Details

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

Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, yam, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, scale, code, Ministry of, Republic of Peru, Housing construction, Cosapi s.a., Milpo, Mine milpo mila s.a, group, Title of the project:, Jahuay beautiful hill, Private road, Definitive study, Pan American, designation:, Indicated, do not. Information:, August, date:, Gemin s.a., supervisor:, contractor:, of eyes, Sewer, Culvert, of eyes, Sewer, scale, code, Ministry of, Republic of Peru, Housing construction, Cosapi s.a., Milpo, Mine milpo mila s.a, group, Title of the project:, Jahuay beautiful hill, Private road, Definitive study, Pan American, designation:, Indicated, do not. Information:, August, date:, Gemin s.a., supervisor:, contractor:, Technical specifications, Stone seated in concrete, Stuffed with own material, concrete, Reinforcing steel top coating on lower slab, Sewer, Esc., detail, Esc., detail, Quota, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Left, Left, Left, Axis baden, Home baden, End baden, Esc., plant, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Xfg, Xeg, Xgrid, Xgridt, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Left, Left, Xfg, Xeg, Xgrid, Xgridt, Esc., cut, Esc., cut, Esc., profile, Stuffing packed with own material, Concrete flooring, Flush, natural terrain, concrete, natural terrain, natural terrain, Broken shaft, Esc., profile, natural terrain, Stone seated, Esc., detail, detail, Downstream chute, Input protection, Upstream chute, Output protection, Stone seated, detail, Concrete flooring, Esc., plant, Input protection, Output protection, Esc., plant, Input protection, Output protection, section, Concrete flooring, Esc., profile, detail, Concrete flooring, Esc., cut, Esc., cut, Esc., cut, of eyes, Sewer, scale, code, Ministry of, Republic of Peru, Housing construction, Cosapi s.a., Milpo, Mine milpo mila s.a, group, Title of the project:, Jahuay beautiful hill, Private road, Definitive study, Pan American, designation:, Indicated, do not. Information:, August, date:, Gemin s.a., supervisor:, contractor:, Technical specifications, Stone seated in concrete, Stuffed with own material, concrete, Reinforcing steel top coating on lower slab, Sewer, Esc., detail, Esc.

Raw text data extracted from CAD file:

DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 ESCALA CODIGO : MINISTERIO DE TRANSPORTES, COMUNICACIONES, REPUBLICA DEL PERU VIVIENDA Y CONSTRUCCIÓN COSAPI S.A. milPo CIA.MINERA MILPO S.A Grupo TITULO DEL PROYECTO: JAHUAY – CERRO LINDO CARRETERA PRIVADA ESTUDIO DEFINITIVO (KM 180+950 PANAMERICANA SUR) DESIGNACIÓN: INDICADA No. DE PAGINA: AGOSTO 2006 FECHA: OD-MA-01 GEMIN S.A. SUPERVISOR: CONTRATISTA: 2/3 KM 17+901 2.00×1.50 DE 3 OJOS ALCANTARILLA TIPO MARCO ALCANTARILLA MARCO 2.00×1.50 KM 17+ 901 EXCAVACION y RELLENO 5.00 10.00 5.00 1.41 .20 .15 1.05 2.10 10.72 6.60 1.41 .30 1.41 1.30 .30 .30 .75 .30 1.00 1.50 .30 .30 .30 .15 .15 .30 2.00 .30 2.00 .30 2.00 7.20 2.10 3.66 7.30 5.50 6.00 .50 1.56 1.31 .25 1.56 1.31 3.64 1.30 .25 .75 1.34 .15 1.41 .20 6.90 .10 .10 .45 .45 .30 .30 6.60 3.66 7.30 4.30 4.50 .20 1.56 1.31 .25 1.56 1.31 3.64 .25 1.41 .20 .15 KM 17+901 2.00×1.50 DE 3 OJOS ALCANTARILLA TIPO MARCO ESCALA CODIGO : MINISTERIO DE TRANSPORTES, COMUNICACIONES, REPUBLICA DEL PERU VIVIENDA Y CONSTRUCCIÓN COSAPI S.A. milPo CIA.MINERA MILPO S.A Grupo TITULO DEL PROYECTO: JAHUAY – CERRO LINDO CARRETERA PRIVADA ESTUDIO DEFINITIVO (KM 180+950 PANAMERICANA SUR) DESIGNACIÓN: INDICADA No. DE PAGINA: AGOSTO 2006 FECHA: OD-MA-01 GEMIN S.A. SUPERVISOR: CONTRATISTA: 1/3 ESPECIFICACIONES TECNICAS PIEDRA ASENTADA Y EMBOQUILLADA EN CONCRETO e=0.30m f’c=175 kg/cm2 RELLENO CON MATERIAL PROPIO CONCRETO f’c=210 kg/cm2 ACERO DE REFUERZO fy=4200 kg/cm2 RECUBRIMIENTO SUPERIOR EN INFERIOR EN LOSA 3cm ALCANTARILLA MARCO 2.00×1.50 KM 17+ 901 ESC. 1/50 DETALLE 1 DETALLE 2 ESC. 1/50 ESC. 1/50 DETALLE 3 0.20 0.30 0.60 0.30 0.30 0.10 0.85 1.30 0.25 0.50 1.00 0.30 5.50 6.00 .50 cota 2.00 10.72 6.60 6.90 7.30 1.56 1.41 .15 .20 1.56 1.41 2.00 .30 .20 2.00 .30 .30 1.41 .15 .30 .30 1.41 .30 1.99 2.49 7.20 6.00 6.00 .50 4.00 6.22 5.50 7.50 .21 2.27 A A 2.00 10.72 6.60 6.90 7.30 1.56 1.41 .15 .20 1.56 1.41 2.00 .30 .20 2.00 .30 .30 1.41 .15 .30 .30 1.41 .30 1.99 2.49 7.20 6.00 6.00 .50 4.00 6.22 5.50 7.50 .21 2.27 6.90 7.30 1.56 1.41 .15 .20 1.56 1.41 .20 .15 7.20 .21 1.41 .20 .15 3.66 7.30 1.56 1.31 .25 1.56 1.31 3.64 1.30 .25 .75 1.34 1.41 .20 .15 6.90 1.50 .30 .30 .30 .30 2.00 .30 2.00 .30 2.00 7.20 2.10 1.05 2.10 10.72 6.60 1.41 .30 1.41 1.30 .30 .30 .75 .30 1.00 .30 .30 6.60 d3/8″@O.20 \Fromans.shx|c1;cc 1.99 2.49 10.72 6.60 1.41 .30 1.41 .30 1.99 .21 2.20 1.95 .25 .50 344.259 150 X 342.618 151 P 342.746 152 P 342.927 153 P 343.006 154 P 343.136 155 P 343.286 156 P 343.643 157 P 343.965 158 P 344.202 159 P 344.531 160 H 344.560 161 H 344.581 162 H 344.720 163 H 344.935 164 P 344.789 165 P 344.485 166 P 344.177 167 P 343.885 168 P 343.650 169 P 343.433 170 P 343.192 171 P 343.018 172 P 342.921 173 P 342.779 174 P 342.709 175 P 343.237 176 H 343.153 177 H 343.313 178 H 343.504 179 H 343.616 180 H 343.833 181 H 344.338 182 H 344.352 183 H 344.469 184 H 345.037 185 H 345.221 186 H 345.497 187 H 345.027 188 H 344.785 189 H 344.664 190 H 344.572 191 H 344.313 192 H 344.244 193 H 344.062 194 H 344.019 195 H 343.670 196 H 343.108 197 HP 343.509 198 H 343.192 199 H 342.860 200 H 342.870 201 H 343.144 202 H 343.827 203 R 344.104 204 R 344.378 205 R 344.197 206 H 343.677 207 P 344.237 208 H 344.513 209 R 344.693 210 R 344.838 211 R 345.223 212 H 344.826 213 P 345.337 214 H 345.228 215 R 345.480 216 R 345.400 217 R 345.319 218 R 345.444 219 H 345.060 220 P 345.274 221 H 345.043 222 R 344.797 223 R 344.639 224 R 344.453 225 H 344.160 226 P 344.380 227 H 344.683 228 R 344.464 229 R 344.233 230 R 343.885 231 R 343.602 232 R 343.404 233 H 343.836 234 H 343.748 235 H 343.437 236 H 342.406 237 HP 341.878 238 P 342.153 239 P 342.589 240 P 342.824 241 P 343.059 242 P 343.336 243 P 343.493 244 P 343.703 245 P 343.797 246 P 343.979 247 P 344.490 248 HP 344.651 249 H 345.006 250 H 345.202 251 H 345.081 252 P 345.269 253 H 345.457 254 H 345.608 255 R 345.430 256 R 345.531 257 H 345.246 258 P 345.133 259 P 345.330 260 H 345.033 261 R 344.944 262 R 344.844 263 R 344.838 264 R 344.828 265 R 344.670 266 R 344.483 267 R 344.211 268 R 343.404 269 H 343.757 270 H 343.815 271 H 343.840 272 H 344.034 273 H 344.274 274 H 344.236 275 H 344.093 276 H 344.232 277 H 344.462 278 H 344.450 279 H 344.219 280 H 343.866 281 H 343.597 282 H 343.408 283 H 343.171 284 H 342.938 285 H 342.598 286 H 342.459 287 H 342.317 288 HP 341.805 289 FNDO-QUEB 341.954 290 FNDO-QUEB 342.202 291 FNDO-QUEB 342.421 292 FNDO-QUEB 342.620 293 FNDO-QUEB 342.953 294 FNDO-QUEB 343.200 295 FNDO-QUEB 343.351 296 FNDO-QUEB 343.478 297 FNDO-QUEB 343.598 298 FNDO-QUEB 343.760 299 FNDO-QUEB 343.903 300 FNDO-QUEB 344.101 301 FNDO-QUEB 344.288 302 FNDO-QUEB 344.579 303 H 344.400 304 H 344.223 305 H 343.999 306 H 343.794 307 H 343.679 308 H 343.544 309 H 343.426 310 H 343.309 311 H 343.339 312 H 343.143 313 H 342.829 314 H 342.633 315 H 342.625 316 H 342.181 317 H 342.355 318 HP 342.653 319 R 342.714 320 R 343.310 321 R 343.625 322 R 343.930 323 R 344.017 324 R 344.083 325 R 344.137 326 R 344.169 327 R 344.281 328 R 344.432 329 R 344.635 330 R 345.138 331 R 345.082 332 R 344.895 333 R 344.732 334 R 344.591 335 R 344.408 336 R 344.198 337 R 344.041 338 R 343.732 339 R 343.497 340 R 343.151 341 R 343.667 342 R 343.813 343 R 343.635 344 R 343.360 345 H 343.106 346 H 343.288 347 H 343.559 348 R 343.869 349 R 344.093 350 R 344.184 351 R 344.214 352 R 344.274 353 R 344.370 354 R 344.568 355 R 344.733 356 R 344.802 357 R 344.991 358 R 345.223 359 R 343.523 360 R 343.788 361 R 344.263 362 R 344.535 363 R 344.915 364 R 345.163 365 R 345.232 366 R 346.147 367 R 345.983 368 R 345.574 369 R 345.322 370 R 345.195 371 R 345.132 372 R 345.065 373 R 344.829 374 R 344.707 375 R 344.315 376 R 344.331 377 R 344.539 378 R 344.709 379 R 344.984 380 R 345.117 381 R 345.279 382 R 345.461 383 R 345.298 384 R 344.922 385 R 344.703 386 R 344.490 387 R 344.152 388 R 342.402 389 FNDO-QUEB 342.596 390 FNDO-QUEB 342.855 391 FNDO-QUEB 343.021 392 FNDO-QUEB 343.179 393 FNDO-QUEB 343.367 394 FNDO-QUEB 343.567 395 FNDO-QUEB 343.921 396 FNDO-QUEB 344.113 397 FNDO-QUEB 344.298 398 FNDO-QUEB 344.576 399 FNDO-QUEB 343.431 400 H 343.780 401 H 344.044 402 H 343.997 403 H 344.187 404 H 343.841 405 BRDE-CAM 343.645 406 BRDE-CAM 343.480 407 BRDE-CAM 343.310 408 BRDE-CAM 342.988 409 BRDE-CAM 342.846 410 BRDE-CAM 342.745 411 BRDE-CAM 342.588 412 BRDE-CAM 342.434 413 BRDE-CAM 342.269 414 BRDE-CAM 342.128 415 BRDE-CAM 342.060 416 BRDE-CAM 341.960 417 BRDE-CAM 341.849 418 BRDE-CAM 341.807 419 BRDE-CAM 341.818 420 BRDE-CAM 341.795 421 BRDE-CAM 341.785 422 BRDE-CAM 341.852 423 BRDE-CAM 341.877 424 BRDE-CAM 341.946 425 BRDE-CAM 342.099 426 BRDE-CAM 342.275 427 BRDE-CAM 342.440 428 BRDE-CAM 342.463 429 BRDE-CAM 342.674 430 BRDE-CAM 343.160 431 BRDE-CAM 343.481 432 BRDE-CAM 343.810 433 BRDE-CAM 344.070 434 BRDE-CAM 344.369 435 BRDE-CAM 344.330 436 H 344.103 437 H 343.916 438 H 343.699 439 H 343.279 440 H 342.777 441 HP 342.889 442 P 343.106 443 P 343.319 444 P 343.573 445 P 343.772 446 P 343.708 447 P 343.576 448 P 343.374 449 P 343.094 450 P 342.833 451 P 342.115 452 P 342.089 453 P 341.918 454 P 341.592 455 P 341.641 456 P 341.421 457 P 341.476 458 P 341.074 459 P 340.817 460 P 340.728 461 P 340.525 462 P 340.230 463 P 340.029 464 P 339.926 465 P 339.808 466 P 339.647 467 HP 339.696 468 P 339.894 469 P 340.082 470 P 340.210 471 P 340.337 472 P 340.466 473 P 340.687 474 P 340.833 475 P 341.186 476 P 341.429 477 P 341.468 478 P 341.803 479 H 341.765 480 H 341.373 481 H 341.152 482 H 340.913 483 H 340.675 484 H 340.485 485 H 340.277 486 H 340.171 487 H 340.012 488 H 339.814 489 H 340.125 490 H 340.262 491 H 340.498 492 H 340.705 493 H 341.047 494 H 341.058 495 H 341.026 496 H 341.093 497 H 341.194 498 H 341.436 499 HP 341.769 500 P 342.506 501 P 342.900 502 P 342.928 503 P 343.310 504 HP 343.595 505 H 343.714 506 H 344.031 507 H 344.154 508 H 344.072 509 H 344.271 510 H 344.164 511 H 343.618 512 H 342.796 513 H 342.553 514 HP 343.014 515 R 343.407 516 H 343.502 517 H 342.632 518 H 342.185 519 HP 342.059 520 HP 342.717 521 H 342.441 522 H 342.447 523 H 342.544 524 H 342.322 525 H 341.938 526 H 341.857 527 H 340.991 528 H 340.623 529 H 340.596 530 H 340.347 531 H 339.968 532 H 340.079 533 H 339.991 534 H 339.802 535 H 339.463 536 P 339.577 537 P 339.676 538 P 339.825 539 P 340.071 540 P 340.230 541 P 340.313 542 P 340.420 543 P 340.593 544 P 340.765 545 P 340.958 546 P 340.861 547 FNDO-QUEB 340.697 548 FNDO-QUEB 340.489 549 FNDO-QUEB 340.348 550 FNDO-QUEB 340.171 551 FNDO-QUEB 340.033 552 FNDO-QUEB 339.835 553 FNDO-QUEB 339.618 554 FNDO-QUEB 339.602 555 FNDO-QUEB 339.473 556 FNDO-QUEB 340.223 557 R 340.394 558 R 340.605 559 R 340.756 560 R 341.027 561 R 340.846 562 R 341.427 563 R 342.294 564 R 342.543 565 R 342.783 566 R 342.498 567 R 342.452 568 R 342.334 569 R 342.153 570 R 341.926 571 R 341.519 572 R 341.229 573 R 340.888 574 R 340.706 575 R 340.692 576 R 339.963 577 R 340.342 578 R 340.765 579 R 340.954 580 R 341.226 581 R 341.488 582 R 342.112 583 R 342.275 584 R 342.553 585 R 342.447 586 R 342.162 587 R 341.830 588 R 341.807 589 R 341.474 590 R 341.115 591 R 340.873 592 R 340.716 593 R 340.680 594 R 340.810 595 R 341.441 596 R 341.431 597 R 341.694 598 R 342.005 599 R 342.007 600 R 342.785 601 R 342.576 602 R 342.947 603 R 343.550 604 R 343.282 605 R 339.617 606 P 339.800 607 P 340.004 608 P 340.201 609 P 340.413 610 P 340.483 611 P 340.668 612 P 340.863 613 P 341.046 614 P 341.345 615 P 341.634 616 P 341.740 617 P 341.886 618 P 342.754 619 H 342.567 620 H 342.498 621 H 342.243 622 H 342.165 623 H 341.933 624 H 341.321 625 H 340.894 626 H 340.735 627 H 340.550 628 H 340.389 629 H 340.086 630 H 339.803 631 H 340.206 632 R 340.378 633 R 340.607 634 R 340.848 635 R 341.435 636 R 341.899 637 R 342.272 638 R 342.712 639 R 343.076 640 R 343.019 641 R 342.990 642 R 343.152 643 R 343.507 644 HP 343.252 645 P 343.247 646 P 343.252 647 P 343.317 648 P 343.271 649 P 343.312 650 P 343.334 651 P 343.477 652 HP 343.470 653 H 343.729 654 H 343.871 655 H 343.921 656 H 344.191 657 H 344.319 658 H 343.938 659 H 344.048 660 H 343.952 661 R 344.275 662 R 343.147 663 R 343.150 664 R 343.063 665 R 342.774 666 R 342.492 667 R 342.139 668 R 341.641 669 R 341.196 670 R 340.693 671 R 342.000 672 R 342.335 673 R 342.625 674 R 342.892 675 R 343.015 676 R 343.007 677 R 343.116 678 R 343.884 679 H 343.734 680 H 343.274 681 H 341.894 682 FNDO-QUEB 341.746 683 FNDO-QUEB 341.537 684 FNDO-QUEB 341.333 685 FNDO-QUEB 341.109 686 FNDO-QUEB 340.920 687 FNDO-QUEB 340.733 688 FNDO-QUEB 340.499 689 FNDO-QUEB 340.264 690 FNDO-QUEB 340.074 691 FNDO-QUEB 339.975 692 FNDO-QUEB 339.825 693 FNDO-QUEB 339.726 694 FNDO-QUEB km_17 17860.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 7.000000 339.000000 0.000000 km_17 17860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 340.000000 0.000000 km_17 17900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 341.000000 0.000000 marco_km_17900 MARCO_KM_17900.-PEGCT MARCO_KM_17900.-PVGRID MARCO_KM_17900.-PEGCT marco_km_17900.-PFGCT MARCO_KM_17900.-PEGC marco_km_17900.-PEGL marco_km_17900.-PEGR marco_km_17900.-PFGC MARCO_KM_17900.-PGRID MARCO_KM_17900.-PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 3.752716163594662E+005 8.535703707498667E+006 339.9999999999999 0.000000000000000 6.088887049908137 LEFT marco_km_17900.-PEGLT marco_km_17900.-PEGRT marco_km_17900.-PDGL marco_km_17900.-PDGR marco_17900 MARCO_17900.-PEGCT MARCO_17900.-PVGRID MARCO_17900.-PEGCT marco_17900.-PFGCT MARCO_17900.-PEGC marco_17900.-PEGL marco_17900.-PEGR marco_17900.-PFGC MARCO_17900.-PGRID MARCO_17900.-PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 3.752848307530088E+005 8.535722283672173E+006 335.0000000000000 0.000000000000000 138.7089998099303 LEFT marco_17900.-PEGLT marco_17900.-PEGRT marco_17900.-PDGL marco_17900.-PDGR marco_17900 MARCO_17900.-PEGCT MARCO_17900.-PVGRID MARCO_17900.-PEGCT marco_17900.-PFGCT MARCO_17900.-PEGC marco_17900.-PEGL marco_17900.-PEGR marco_17900.-PFGC MARCO_17900.-PGRID MARCO_17900.-PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 3.752848307530088E+005 8.535722283672173E+006 335.0000000000000 0.000000000000000 138.7089998099303 LEFT marco_17900.-PEGLT marco_17900.-PEGRT marco_17900.-PDGL marco_17900.-PDGR 5 5 5 B B EJE BADEN 17+860 INICIO BADEN 17+850 FIN BADEN 17+870 A A 3.80 3.80 7.60 10.00 3.00 10.00 2.00 9.00 6.00 15.00 5.00 ESC. 1/200 PLANTA 343.00 343.00 343.00 342.00 341.00 341.00 342.00 343.00 km_17 17850.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17855.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17865.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17870.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17850.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17855.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17865.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17870.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17850.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17855.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17865.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 km_17 17870.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 339.000000 0.000000 17+815 17+820 17+825 17+830 17+835 17+840 17+845 17+850 17+855 17+860 17+865 17+870 17+875 17+880 17+885 17+890 17+895 17+900 17+905 17+910 17+915 17+920 17+925 17+930 17+935 17+940 17+945 17+950 17+955 17+960 17+965 17+970 17+975 17+977.565 km_17 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 5.000000000000000 5.000000000000000 5.000000000000000 3.753942906195535E+005 8.535803719252493E+006 339.9999999999999 17880.00000000000 17932.01405380003 LEFT PEGLT PEGRT PDGL PDGR km_17 KM_17.-PEGCT KM_17.-PVGRID KM_17.-PEGCT km_17.-PFGCT KM_17.-PEGC km_17.-PEGL km_17.-PEGR km_17.-PFGC KM_17.-PGRID KM_17.-PGRIDT 2 3 5.000000000000000 1.000000000000000 5.000000000000000 3.753946218763686E+005 8.535816705895916E+006 335.0000000000000 17880.00000000000 17932.01405380003 LEFT km_17.-PEGLT km_17.-PEGRT km_17.-PDGL km_17.-PDGR 342 344 340.000 17+880 17+882 17+884 17+886 17+888 17+890 17+892 17+894 17+896 17+898 17+900 17+902 17+904 17+906 17+908 17+910 17+912 17+914 17+916 17+918 17+920 17+922 17+924 17+926 17+928 17+930 17+932 343.66 343.64 343.62 343.60 343.53 343.44 343.34 343.25 343.15 343.06 342.96 342.87 342.77 342.68 342.64 342.61 342.58 342.55 342.42 342.30 342.20 342.14 342.30 342.42 342.74 343.08 343.29 343.33 343.38 343.43 343.47 343.52 343.58 343.64 343.68 343.70 343.72 343.75 343.79 343.84 343.88 343.92 343.97 344.01 343.99 343.95 343.92 343.89 343.85 343.83 343.82 343.82 343.80 343.80 km_17 KM_17.-PEGCT KM_17.-PVGRID KM_17.-PEGCT km_17.-PFGCT KM_17.-PEGC km_17.-PEGL km_17.-PEGR km_17.-PFGC KM_17.-PGRID KM_17.-PGRIDT 2 3 1.000000000000000 1.000000000000000 1.000000000000000 3.753945516694504E+005 8.535818531824176E+006 339.9999999999999 17880.00000000000 17932.01405380003 LEFT km_17.-PEGLT km_17.-PEGRT km_17.-PDGL km_17.-PDGR 4.500% 342.360 342.405 342.450 342.495 342.540 342.585 342.630 342.675 342.720 342.765 342.810 342.855 342.900 342.945 342.990 343.035 343.080 343.125 343.170 343.215 343.260 343.305 343.350 343.395 343.440 343.485 343.530 343.575 343.620 343.665 343.710 343.755 343.800 343.845 343.890 343.935 343.980 344.025 344.070 344.115 344.160 344.205 344.250 344.295 344.340 344.385 344.430 344.475 344.520 344.565 344.610 344.655 344.700 344.701 km_17 17901.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 341.000000 0.000000 -20 -10 0 10 20 342 342 344 344 342.14 343.305 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/125 CORTE A-A 5 5 5 5 ESC. 1/125 CORTE B-B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/125 PERFIL 5 5 5 5 5 -1% 5 5 .45 .45 RELLENO COMPACTADO CON MATERIAL PROPIO CONCRETO SOLADO f’c=100 Kg/cm2 e=0.10m RASANTE TERRENO NATURAL CONCRETO f’c=210 Kg/cm2 5 5 5 TERRENO NATURAL 4.500% TERRENO NATURAL EJE QUEBRADA 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/125 PERFIL 5 5 5 -1% TERRENO NATURAL PIEDRA ASENTADA Y EMBOQUILLADA e=0.50m 5 5 5 ESC. 1/50 DETALLE 1 5 5 5 5 5 5 5 5 5 1 2 5 5 5 DETALLE 1 DETALLE 2 343.335 341.252 341.200 341.148 341.088 341.312 343.305 342.139 342.14 343.305 343.305 341.200 343.000 ENCAUZAMIENTO AGUAS ABAJO PROTECCION DE ENTRADA ENCAUZAMIENTO AGUAS ARRIBA PROTECCION DE SALIDA PIEDRA ASENTADA Y EMBOQUILLADA e=0.30m DETALLE 3 CONCRETO SOLADO f’c=100 Kg/cm2 e=0.10m 341.236 341.163 ESC. 1/125 PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B B 5 PROTECCION DE ENTRADA 50.82m2 PROTECCION DE SALIDA 48.66m2 5 5 5 5 5 5 5 5 5 341.00 342.00 343.00 344.00 .00 10.00 20.00 341.00 342.00 343.00 344.00 .00 10.00 20.00 341.00 342.00 343.00 344.00 .00 10.00 20.00 341.00 342.00 343.00 344.00 .00 10.00 20.00 341.00 342.00 343.00 344.00 10.00 20.00 341.00 342.00 343.00 344.00 .00 10.00 20.00 341.00 342.00 343.00 344.00 .00 10.00 20.00 341.012 342.701 340.952 342.430 340.836 342.314 340.800 342.139 340.763 342.145 340.848 342.118 340.788 341.802 1 1 2 2 3 3 4 4 5 5 6 6 7 7 AR=1.98 AC=14.44 ESC. 1/125 PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B B 5 PROTECCION DE ENTRADA 50.82m2 PROTECCION DE SALIDA 45.61m2 5 5 5 5 5 5 5 5 5 AR=0.95 AC=21.60 AR=0 AC=10.36 AR=1.98 AC=13.11 AR=1.98 AC=13.78 AR=0.95 AC=19.76 AR=0 AC=6.65 20.00 SECCION 1-1 SECCION 2-2 SECCION 3-3 SECCION 4-4 SECCION 5-5 SECCION 6-6 SECCION 7-7 .00 CONCRETO SOLADO 78.11m2 5 5 5 5 5 5 5 5 5 5 A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/125 PERFIL 5 5 5 5 5 -1% DETALLE 1 DETALLE 2 CONCRETO SOLADO f’c=100 Kg/cm2 e=0.10m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/125 CORTE A-A 5 5 5 ESC. 1/75 CORTE B-B d1/2″@O.20 1 d3/8″@O.20 2 d1/2″@O.20 3 d3/8″@O.20 4 d3/8″@O.20 cc 6 d1/2″@O.20 cc 5 d1/2″@O.20 7 d1/2″@O.14 8 d3/8″@O.20 9 d1/2″@O.20 10 d3/8″@O.20 \Fromans.shx|c1;cc d1/2″@0.20 d1/2″@0.20 17 17a d1/2″@0.20 12 d1/2″@0.20 11 d1/2″@0.20 47 d1/2″@0.20 46 d3/8″@O.20 cc 12 d1/2″@O.20 cc 11 5 5 d1/2″ 7.37m 13 d1/2″ 8.08m 14 d1/2″ 8.47m 15 d1/2″ 8.88m 16 d1/2″ 9.28m 17 d1/2″ 9.68m 18 d1/2″ 10.08m 19 d1/2″ 10.48m 20 d1/2″ 10.88m 21 d1/2″ 0.44m 22 5 5 5 5 5 5 d1/2″ 0.64m 23 d1/2″ 0.84m 24 d1/2″ 1.04m 25 d1/2″ 1.24m 26 d1/2″ 1.44m 27 d1/2″ 1.64m 28 d1/2″ 2.34m 29 C C 5 5 5 5 5 ESC. 1/125 CORTE C-C 5 40 d3/8″ 0.83m 41 d3/8″ 1.21m 42 d3/8″ 1.58m 43 d3/8″ 1.96m 44 d3/8″ 2.34m 45 d3/8″ 2.46m d1/2″ 1.40m 30 d1/2″ 1.51m 31 d1/2″ 1.61m 32 d1/2″ 1.71m 33 d1/2″ 1.81m 34 d1/2″ 1.91m 35 d1/2″ 2.01m 36 d1/2″ 2.11m 37 d1/2″ 2.21m 38 d1/2″ 2.31m 39 KM 17+901 2.00×1.50 DE 3 OJOS ALCANTARILLA TIPO MARCO ESCALA CODIGO : MINISTERIO DE TRANSPORTES, COMUNICACIONES, REPUBLICA DEL PERU VIVIENDA Y CONSTRUCCIÓN COSAPI S.A. milPo CIA.MINERA MILPO S.A Grupo TITULO DEL PROYECTO: JAHUAY – CERRO LINDO CARRETERA PRIVADA ESTUDIO DEFINITIVO (KM 180+950 PANAMERICANA SUR) DESIGNACIÓN: INDICADA No. DE PAGINA: AGOSTO 2006 FECHA: OD-MA-01 GEMIN S.A. SUPERVISOR: CONTRATISTA: 3/3 ESPECIFICACIONES TECNICAS PIEDRA ASENTADA Y EMBOQUILLADA EN CONCRETO e=0.15m f’c=175 kg/cm2 RELLENO CON MATERIAL PROPIO CONCRETO f’c=210 kg/cm2 ACERO DE REFUERZO fy=4200 kg/cm2 RECUBRIMIENTO SUPERIOR EN INFERIOR EN LOSA 3cm ALCANTARILLA MARCO 2.00×1.50 KM 17+ 901 ACERO ESC. 1/50 DETALLE 2 DETALLE 1 ESC. 1/50