Canalizacion Low Road DWG Block for AutoCAD

Canalizacion Low Road DWG Block for AutoCAD

CANAL OF CONCRETE; TRANSPORAR WATER FOR PASSING BY THE ALIGNMENT OF A HIGHWAY.

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

legend, Smaller curves, lamppost, P. Of medium voltage, Hydrant, Telephone pole, stone wall, Major curves, water meter, light box, Telefon mailbox, Sedapal mailbox, Sardinel, lanterns, Via affirmed, tree, irrigation ditch, channel, school, its T, its T, School carquin, Black color, yellow color, Black color, White color, see detail, crossing, pedestrian, Foundation, Black color, yellow color, Black color, White color, see detail, Foundation, Concrete path, Scuffed finish, Witches, Fc, Esc., Scuffed finish, Mortar, Detail sardinel de vereda, Granular base, Compacted to, Folder asphaltic cm., Compacted to, Granular base, Kerosene hot coarse sand, To fill liquid asphalt, Affirmed, Mortar, Scuffed finish, Splice line, pedestrian crossing, Angle of flight, Angle of flight, Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., channel, Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., channel, Secc., Standard hook, Water stop joint, Via carabiner, In walls, Cement type portland, Coarse aggregate, Minimum coating, In slabs, maximum size, Concrete flooring, Grade steel, reinforcing steel, cement, Technical specifications, Reinforced concrete, concrete, anchorage, Permissible load of the land, Overlaps minimum anchors, In foundations, Overlap, On surface in contact with water, scale:, Industrial street sewer extension, Exit transition, channel, channel, Track axis, Angle of flight, Quota, Affirmed concrete, concrete, cut, scale:, Water stop joint, Cm cm cm, Cm cm cm, concrete, Water stop joint, Existing sewer, scale, section, Sole, concrete, compacted fill, With own material, compacted fill, With own material, Affirmed, Min, Reinforced concrete, Reinforced concrete, Reinforced concrete, scale, section, Sole, concrete, compacted fill, With own material, compacted fill, With own material, Reinforced concrete, Bituminous seal, Channel surface, Water stop, Detail of expansion joint, Water stop joint, Via carabiner, scale:, Plant bridge sewer industrial street huacho, Exit transition, channel, channel, Track axis, Angle of flight, Quota, concrete, Concrete lining, Concrete floor, concrete, cut, scale:, Water stop joint, concrete, Water stop joint, Existing sewer, cut, scale:, cut, scale:, scale, Channel section, canalization, Department:, province, district, Of plan:, Of sheet:, professional:, Location:, date, scale:, topography:, drawing:, flat:, draft:

Raw text data extracted from CAD file:

91.50 T M 91.00 LEYENDA CURVAS MENORES POSTE DE LUZ P. DE MEDIA TENSION HIDRANTE POSTE DE TELEFONO MURO DE PIEDRA CURVAS MAYORES MEDIDOR DE AGUA CAJA DE LUZ BUZON DE TELEF. BUZON SEDAPAL SARDINEL FAROLES VIA AFIRMADA ARBOL ACEQUIA CANAL NC B 1 2 3 4 5 6 7 8 9 10 11 12 LT 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 R 29 R 30 31 32 33 34 35 36 38 40 41 42 43 R 44 R 45 46 47 48 49 50 51 52 53 54 R 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 78 V 79 R 80 R 81 R 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 R 97 R 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 R 123 124 R 125 126 R 127 R 128 R 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 R 147 R 148 149 150 151 152 153 154 155 156 157 R 158 159 160 161 R 162 163 164 165 167 168 R 169 170 171 R 172 173 174 175 176 R 177 178 179 180 181 182 183 184 R 185 186 187 188 189 190 191 R 192 194 195 MZ 196 197 198 199 200 201 202 R 203 R 204 R 205 R 206 R 207 208 209 210 211 212 R 213 214 R 215 R 216 R 217 218 219 220 221 222 223 224 R 225 226 227 228 229 230 LT 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 R 265 266 267 268 269 270 R 271 272 273 274 275 276 277 278 279 R 280 281 LT 282 283 284 R 285 286 287 V 288 289 290 291 292 293 294 295 MZ 296 MZ 297 298 R 299 R 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 R 317 318 319 320 321 322 323 324 R 325 326 R 327 328 329 330 331 333 334 335 R 336 337 R 338 MZ 339 340 R 341 342 343 344 V 345 346 347 348 349 R 350 351 352 353 V 354 355 356 R 357 R 358 359 360 361 362 363 364 366 367 368 369 370 R 371 372 373 374 375 376 377 378 R 379 380 381 382 383 384 V 385 386 387 LT 388 R 389 390 391 R 392 393 394 MZ 395 396 397 398 399 400 401 R 402 403 404 405 406 407 408 R 409 411 412 413 V 414 415 416 417 R 418 419 420 V 421 422 423 R 424 426 427 R 428 MZ 429 430 V 431 R 432 MZ 433 V 434 435 436 437 438 439 R 440 441 442 443 444 R 445 446 R 447 R 448 449 450 R 451 452 453 454 455 456 457 V 458 R 459 460 R 461 462 463 464 465 466 R 467 R 468 469 470 471 472 473 R 474 475 476 477 478 479 R 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 R 497 498 R 499 500 R 501 R 502 R COLEGIO D G F I H E A I EST L EST 2 4 5 6 7 V 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 47 48 49 R 50 51 R 52 53 R 54 55 R 56 57 R 58 59 R 60 61 62 LT 63 R 68 70 72 R 74 76 R 77 78 79 81 82 R 83 84 85 86 R 87 88 89 90 91 92 R 93 R 94 95 96 98 99 100 101 102 103 104 105 R 106 107 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 R 126 127 128 R 129 130 131 132 133 R 134 135 136 137 138 139 140 141 LT 142 143 144 145 146 147 148 149 R 150 R 151 R 152 153 R 154 155 156 157 158 159 160 161 162 163 R 164 165 166 167 168 169 170 171 R 172 173 174 175 176 177 178 179 180 181 182 183 R 184 185 186 187 188 R 189 190 191 192 193 194 R 195 196 197 198 R 199 200 LT 201 202 203 204 205 206 207 208 209 210 211 R 213 214 215 216 217 218 R 219 220 221 222 223 LT 224 225 R 226 227 228 229 230 331 332 R 300 PT 301 302 303 304 305 306 R 307 308 309 LT 310 311 312 R 313 314 315 316 317 318 319 320 321 322 323 LT 324 325 326 MZ 327 328 R 329 MZ 330 338 PT 339 R 340 341 342 343 344 345 346 347 350 351 352 353 354 355 356 358 359 R 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 R 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 LT 417 418 419 420 R 421 R 422 R 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 R 443 R 444 445 446 LT 447 R 448 449 450 451 R 452 453 454 455 456 R 457 458 459 LT 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 R 481 R 482 483 484 485 R 486 487 488 489 490 491 492 493 R 494 495 496 497 498 499 500 R 501 502 503 504 505 506 507 R 508 509 510 511 R 512 513 514 515 516 517 518 BZ 519 520 521 522 R 523 MZ 524 525 526 527 V 528 V 529 R 530 R 531 532 533 534 V 535 536 537 538 539 540 LT 541 R 542 R 543 544 545 546 547 548 549 R 550 551 552 553 554 R 555 557 560 561 562 563 564 565 566 568 R 569 570 571 572 573 574 575 576 577 578 579 580 581 R 582 583 584 R 585 586 R 587 R 588 589 590 R 591 592 R 593 594 595 596 597 598 R 599 600 601 602 603 604 605 606 607 608 R 609 610 611 MZ 612 613 614 615 616 617 618 619 620 621 622 623 624 625 LT 626 R 627 628 629 630 631 632 633 634 635 636 637 R 638 639 640 641 642 643 644 645 646 647 648 649 650 R 651 V 652 653 654 655 656 657 R 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 R 674 675 676 677 678 679 680 R 681 682 683 684 685 686 687 688 689 690 R 691 692 693 696 R 697 698 699 700 701 702 703 704 705 706 R 707 708 709 MZ 710 711 R 712 714 715 716 717 R 718 R 719 721 722 R 723 R 724 725 726 727 R 728 R 729 R 730 731 732 733 734 735 736 737 738 739 741 742 743 744 745 746 PT 747 R 749 R 750 R 751 R 752 753 754 MZ 755 756 757 758 759 R 760 BZ 761 762 MZ C2 C3 C4 G COLEGIO CARQUIN 166 23 182 64 65 66 67 69 71 73 75 97 5 5 5 5 5 5 COLOR NEGRO COLOR AMARILLO COLOR NEGRO COLOR NEGRO COLOR BLANCO VER DETALLE A-A 5 5 CRUCE PEATONAL CIMIENTO CORRIDO 5 5 5 5 5 5 COLOR NEGRO COLOR AMARILLO COLOR NEGRO COLOR NEGRO COLOR BLANCO VER DETALLE A-A 5 5 CIMIENTO CORRIDO \A1;.60 \A1;.80 \A1;.50 \A1;.50 \A1;.50 \A1;.71 \A1;2.24 \A1;3.04 \A1;.60 \A1;.80 \A1;.50 \A1;.50 \A1;.50 \A1;.71 \A1;2.24 \A1;3.04 VEREDA CONCRETO fc=175Kg/cm2 ACABADO FROTACHADO C/A-1:2 BRUÑAS .01x.01 .12 .10 f'c = 175 Kg/cm2 ESC. : 1/20 0.05 0.12 60° .20 .10 ACABADO FROTACHADO MORTERO C:A = 1:2 0.25 .05 .15 .015 DETALLE SARDINEL DE VEREDA .03 .35 BASE GRANULAR COMPACTADO AL 100% CARPETA ASFALTICA e=5 cm. 0.45 COMPACTADO AL 100% BASE GRANULAR + KEROSENE + ARENA GRUESA EN CALIENTE RELLENAR ASFALTO LIQUIDO RC-250 .025 AFIRMADO .10 .10 MORTERO C:A = 1:2 ACABADO FROTACHADO LINEA DE EMPALME 1 P-48 CRUCE DE PEATONES \A1;.20 \A1;L \A1;.20 \A1;.30 \A1;.20 \A1;B \A1;.20 \A1;.30 ANGULO DE ESVIAJE \A1;.20 \A1;L \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;L \A1;.20 \A1;.20 \A1;.20 ,20 ,20 ,20 \A1;.40 1.50 \A1;1.80 \A1;.95 .15 \A1;.15 \A1;.20 \A1;.10 .15 \A1;.10 \A1;10.70 \A1;6.80 \A1;5.00 \A1;4.50 \A1;5.40 \A1;6.50 \A1;1.00 \A1;.15 \A1;6.75 \A1;.15 \A1;2.50 \A1;1.50 \A1;15.05 \A1;1.20 \A1;.15 \A1;1.50 \A1;.10 \A1;1.30 \A1;1.50 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.65 \A1;.15 \A1;6.75 \A1;VARIABLE (CHACRA) \A1;1.70 \A1;6.00 \A1;10.60 \A1;.15 \A1;.50 \A1;1.50 \A1;1.50 \A1;10.85 \A1;1.50 \A1;.15 \A1;.90 \A1;1.20 \A1;5.00 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.20 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.50 \A1;2.80 \A1;.15 \A1;6.00 \A1;.15 \A1;2.85 \A1;1.50 \A1;14.95 \A1;1.50 \A1;1.15 \A1;.15 \A1;6.00 \A1;.15 \A1;1.15 \A1;1.50 \A1;11.60 \A1;1.00 \A1;1.00 \A1;5.65 \A1;3.65 \A1;1.35 \A1;6.00 \A1;.15 \A1;2.40 \A1;1.50 \A1;11.40 \A1;4.50 (VARIABLE) \A1;1.50 \A1;1.00 \A1;7.00 \A1;4.50 \A1;.15 \A1;8.60 \A1;1.20 \A1;.25 \A1;.15 \A1;.25 \A1;1.20 \A1;1.20 \A1;5.00 \A1;1.20 \A1;7.40 \A1;9.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.75 \A1;.15 \A1;7.20 \A1;.15 \A1;.75 \A1;1.50 \A1;12.00 \A1;5.00 \A1;1.65 \A1;6.65 \A1;3.20 \A1;1.50 \A1;.15 \A1;6.54 \A1;.15 \A1;3.20 \A1;1.50 \A1;16.24 \A1;.15 \A1;.15 \A1;.95 \A1;.15 \A1;1.50 \A1;.15 \A1;1.35 \A1;6.60 (VARIABLE) \A1;.15 \A1;12.55 \A1;.20 \A1;L \A1;.20 \A1;.30 \A1;.20 \A1;B \A1;.20 \A1;.30 ANGULO DE ESVIAJE \A1;t \A1;.20 \A1;L \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;L \A1;.20 \A1;.20 \A1;.20 ,20 ,20 ,20 \A1;.40 LP LP P V V J J LP LP V J 0.150000000372529 5 SECC. 3-3, 4-4 Y 5-5 3.000000000029102 5 0.6499999999650754 5 6.749999999941792 5 SECC. 2-2 10.70000000376603 LP LP P V V J J C SECC. 5´-5´ LP LP P V V J SECC. 6-6 1.70000000001164 5 10.60000000023865 5 0.4999999999708963 1.5 LP LP P V V SECC. 7-7 1.5 10.85000000000582 1.5 6.800000001705482 5 0.8999999981606379 J LP LP P V V SECC. 8-8 1.20000000001164 J 4.999999999970896 5 0.5499999999592547 1.200000000040745 8.099999999976715 LP LP P V V 1.20000000001164 J 4.999999999970896 5 0.5499999999592547 1.200000000098953 8.099999999976715 LP P V V J J SECC. 10-10 1.50115538376849 2.799999999988358 5 6.0 5 2.850000001868465 1.500000000029103 14.95115538575919 LP LP P V V J J SECC. 11-11 1.50115538376849 1.149999999994179 5 6.0 5 1.149999999994179 1.500000000029103 11.60115538389073 LP LP P V V SECC. 12-12 5 5 5 LP 3.649999999994178 LP P V V J SECC. 13-13 1.345915032870833 6.0 5 2.400000001798615 1.500000000029103 11.39591503480915 LP P SECC. 14-14 5 LP LP LP LP P V V 1.5 0.9999999999417925 7.0 4.500000000029104 LP LP P 4.500000000058206 LP P V V SECC. 17-17 5 5.399999999994179 8.59803162101889 LP 1.19803162087919 0.25 5 0.25 1.200000000040745 LP LP P V V SECC. 18-18 1.200000000040745 4.999999999970896 1.200000000098953 7.400000000110593 LP P V V SECC. 19-19 9.498031620838443 LP 6.5 1.5 1.498031620838446 LP P V V J J SECC. 20-20 LP 1.50115538376849 0.75 5 7.200000000011643 5 0.75 1.500000000058206 12.00115538391401 LP P SECC. 21-21 4.999999999970896 1.64999999955762 LP V 6.649999999557622 3.200000000011642 1.5 5 6.539999999920838 5 3.199999999982536 1.500000000029103 16.24000000004889 CH LP LP V V J J C 1.000000000029102 5 6.749999999941792 5 2.499999999825377 1.500000000058206 15.04999999998836 0.150000000372529 SECC. 1-1 1.199999998847488 5 5 1.499999999359715 0.9499999973922968 5 0.150000000372529 1.299999998125712 1.500000000087311 5 1.5 1.35000000000582 5 5 12.54999999830033 CANAL (VER SECC. TIPICA) SECC. 9-9 (VER SECC. TIPICA) SECC. 16-16 (VER SECC. TIPICA) SECC. 15-15 (VER SECC. TIPICA) \A1;10.70 \A1;6.80 \A1;5.00 \A1;4.50 \A1;5.40 \A1;6.50 \A1;1.00 \A1;.15 \A1;6.75 \A1;.15 \A1;2.50 \A1;1.50 \A1;15.05 \A1;1.20 \A1;.15 \A1;1.50 \A1;.10 \A1;1.30 \A1;1.50 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.65 \A1;.15 \A1;6.75 \A1;VARIABLE (CHACRA) \A1;1.70 \A1;6.00 \A1;10.60 \A1;.15 \A1;.50 \A1;1.50 \A1;1.50 \A1;10.85 \A1;1.50 \A1;.15 \A1;.90 \A1;1.20 \A1;5.00 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.20 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.50 \A1;2.80 \A1;.15 \A1;6.00 \A1;.15 \A1;2.85 \A1;1.50 \A1;14.95 \A1;1.50 \A1;1.15 \A1;.15 \A1;6.00 \A1;.15 \A1;1.15 \A1;1.50 \A1;11.60 \A1;1.00 \A1;1.00 \A1;5.65 \A1;3.65 \A1;1.35 \A1;6.00 \A1;.15 \A1;2.40 \A1;1.50 \A1;11.40 \A1;4.50 (VARIABLE) \A1;1.50 \A1;1.00 \A1;7.00 \A1;4.50 \A1;.15 \A1;8.60 \A1;1.20 \A1;.25 \A1;.15 \A1;.25 \A1;1.20 \A1;1.20 \A1;5.00 \A1;1.20 \A1;7.40 \A1;9.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.75 \A1;.15 \A1;7.20 \A1;.15 \A1;.75 \A1;1.50 \A1;12.00 \A1;5.00 \A1;1.65 \A1;6.65 \A1;3.20 \A1;1.50 \A1;.15 \A1;6.54 \A1;.15 \A1;3.20 \A1;1.50 \A1;16.24 \A1;.15 \A1;.15 \A1;.95 \A1;.15 \A1;1.50 \A1;.15 \A1;1.35 \A1;6.60 (VARIABLE) \A1;.15 \A1;12.55 LP LP P V V J J LP LP V J 0.150000000372529 5 SECC. 3-3, 4-4 Y 5-5 3.000000000029103 5 0.6499999999650754 5 6.749999999941792 5 SECC. 2-2 10.70000000376603 LP LP P V V J J C SECC. 5´-5´ LP LP P V V J SECC. 6-6 1.700000000011641 5 10.60000000023865 5 0.4999999999708962 1.5 LP LP P V V SECC. 7-7 1.5 10.85000000000582 1.5 6.800000001705484 5 0.8999999981606379 J LP LP P V V SECC. 8-8 1.200000000011641 J 4.999999999970896 5 0.5499999999592547 1.200000000040745 8.099999999976715 LP LP P V V 1.200000000011641 J 4.999999999970896 5 0.5499999999592547 1.200000000098953 8.099999999976715 LP P V V J J SECC. 10-10 1.501155383768491 2.799999999988358 5 6.0 5 2.850000001868465 1.500000000029103 14.95115538575919 LP LP P V V J J SECC. 11-11 1.501155383768491 1.149999999994179 5 6.0 5 1.149999999994179 1.500000000029103 11.60115538389073 LP LP P V V SECC. 12-12 5 5 5 LP 3.649999999994178 LP P V V J SECC. 13-13 1.345915032870834 6.0 5 2.400000001798616 1.500000000029103 11.39591503480915 LP P SECC. 14-14 5 LP LP LP LP P V V 1.5 0.9999999999417925 7.0 4.500000000029104 LP LP P 4.500000000058207 LP P V V SECC. 17-17 5 5.399999999994179 8.59803162101889 LP 1.198031620879191 0.25 5 0.25 1.200000000040745 LP LP P V V SECC. 18-18 1.200000000040745 4.999999999970896 1.200000000098953 7.400000000110594 LP P V V SECC. 19-19 9.498031620838445 LP 6.5 1.5 1.498031620838446 LP P V V J J SECC. 20-20 LP 1.501155383768491 0.75 5 7.200000000011642 5 0.75 1.500000000058207 12.00115538391401 LP P SECC. 21-21 4.999999999970896 1.649999999557621 LP V 6.649999999557622 3.200000000011642 1.5 5 6.539999999920838 5 3.199999999982537 1.500000000029103 16.24000000004889 CH LP LP V V J J C 1.000000000029103 5 6.749999999941792 5 2.499999999825377 1.500000000058207 15.04999999998836 0.150000000372529 SECC. 1-1 1.199999998847488 5 5 1.499999999359715 0.9499999973922968 5 0.150000000372529 1.299999998125713 1.500000000087311 5 1.5 1.35000000000582 5 5 12.54999999830033 CANAL (VER SECC. TIPICA) SECC. 9-9 (VER SECC. TIPICA) SECC. 16-16 (VER SECC. TIPICA) SECC. 15-15 (VER SECC. TIPICA) 5 L 5 GANCHO STANDAR 5 5 B 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" VIA CARROSABLE d EN MUROS CEMENTO PORTLAND TIPO I 4.0 AGREGADO GRUESO 5.0 RECUBRIMIENTO MINIMO EN LOSAS TAMAÑO MAXIMO 3/4" CONCRETO SOLADO F'c= 175 Kg/cm2 (CANAL) ACERO DE GRADO 60 F'y= 4200 Kg/cm2 2.0 ACERO DE REFUERZO 3.0 CEMENTO ESPECIFICACIONES TECNICAS CONCRETO ARMADO F'c= 210 Kg/cm2 (PUENTE) 1.0 CONCRETO ANCLAJE 7.0 CARGA ADMISIBLE DEL TERRENO &t = 0.60 Kg/cm2. 6.0 TRASLAPES Y ANCLAJES MINIMOS EN CIMENTACIONES TRASLAPE EN SUPERFICIE EN CONTACTO CON AGUA ESCALA: 1/25 AMPLIACION DE ALCANTARILLA CALLE INDUSTRIAL D D TRANSICION DE SALIDA CANAL Q=m3/seg S = Canal S= B B EJE DEL VIA ANGULO DE ESVIAJE COTA = B COTA = C AFIRMADO e=0.10 m CONCRETO f'c=100 Kg/cm2 CONCRETO f'c=210 Kg/cm2 5 L 5 5 5 5 CORTE D-D ESCALA: 1/25 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" L 5 5 5 7.0 cm 3.0 cm 3.0 cm 5.0 cm 40 cm 55 cm 60 cm 30 cm 40 cm 50 cm 3/8" 1/2" 5/8" 15 cm 20 cm 25 cm CONCRETO f'c=210 Kg/cm2 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" 5 5 5 5 ALCANTARILLA EXISTENTE ,20 ,20 ,20 1.50 ,10 ,20 ,30 ,30 0.70 ESCALA : 1/10 SECCION A-A SOLADO e=0.10 m CONCRETO f'c=100 Kg/cm2 \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 5/8" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m RELLENO COMPACTADO CON MATERIAL PROPIO RELLENO COMPACTADO CON MATERIAL PROPIO ,20 ,20 ,20 ,20 ,20 ,20 ,20 ,20 \LCORTE C-C 1.50 1.80 .95 .15 AFIRMADO .15 5 .10 .15 0.20 min Ø1/2''@ .20 Concreto Armado F'c=175 Kg/cm2 Ø3/8''@ .25 F'c=175 Kg/cm2 Concreto Armado 5 F'c=210 Kg/cm2 Concreto Armado ,20 ,20 ,20 1 ,10 ,20 ,30 ,30 1.10 ESCALA : 1/10 SECCION B-B SOLADO e=0.10 m CONCRETO f'c=100 Kg/cm2 \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m RELLENO COMPACTADO CON MATERIAL PROPIO RELLENO COMPACTADO CON MATERIAL PROPIO ,20 ,20 ,20 ,20 ,20 ,20 ,20 ,20 F'c=210 Kg/cm2 Concreto Armado (10mm x 15mm) SELLO BITUMINOSO SUPERFICIE DE CANAL JUNTA CON WATER STOP 6" DETALLE DE JUNTA DE DILATACION 5 L 5 5 5 B 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" VIA CARROSABLE ESCALA: 1/25 PLANTA - PUENTE ALCANTARILLA CALLE INDUSTRIAL Y HUACHO E E TRANSICION DE SALIDA CANAL Q=m3/seg S = Canal S= A A EJE DEL VIA ANGULO DE ESVIAJE COTA = A COTA = B COTA = C CONCRETO f'c=210 Kg/cm2 REVESTIMIENTO CONCRETO f'c=175 Kg/cm2 SOLADO e=0.10 m CONCRETO f'c=100 Kg/cm2 CONCRETO f'c=210 Kg/cm2 t 5 L 5 5 5 5 CORTE E-E ESCALA: 1/25 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" L 5 5 5 CONCRETO f'c=210 Kg/cm2 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" 5 5 5 5 ALCANTARILLA EXISTENTE CORTE E-E ESCALA: 1/25 CORTE D-D ESCALA: 1/25 C C C C ESCALA : 1/10 SECCION DE CANAL CANALIZACION DEPARTAMENTO: C-01 PROVINCIA : DISTRITO : N° DE PLANO: N° DE LAMINA: PROFESIONAL: UBICACION: FECHA (MM-AA): ESCALA: DATUM-PROYECCION-USO-HEMISFERIO: TOPOGRAFIA: DIBUJO: PLANO: PROYECTO:

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

legend, Smaller curves, lamppost, P. Of medium voltage, Hydrant, Telephone pole, stone wall, Major curves, water meter, light box, Telefon mailbox, Sedapal box, Sardinel, lanterns, Via affirmed, tree, irrigation ditch, channel, school, its T, its T, School carquin, Black color, yellow color, Black color, White color, see detail, crossing, pedestrian, Foundation, Black color, yellow color, Black color, White color, see detail, Foundation, Concrete path, Scuffed finish, Witches, Fc, Esc., Scuffed finish, Mortar, Detail sardinel de vereda, Granular base, Compacted to, Folder asphaltic cm., Compacted to, Granular base, Kerosene hot coarse sand, To fill liquid asphalt, Affirmed, Mortar, Scuffed finish, Splice line, pedestrian crossing, Angle of flight, Angle of flight, Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., channel, Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., Secc., channel, Secc., Standard hook, Water stop joint, Via viable, In walls, Cement type portland, Coarse aggregate, Minimum coating, In slabs, maximum size, Concrete flooring, Grade steel, reinforcing steel, cement, Technical specifications, Reinforced concrete, concrete, anchorage, Permissible load of the terrain, Overlaps minimum anchors, In foundations, Overlap, On surface in contact with water, scale:, Industrial street sewer extension, Exit transition, channel, channel, Track axis, Angle of flight, Quota, Affirmed concrete, concrete, cut, scale:, Water stop joint, Cm cm cm, Cm cm cm, concrete, Water stop joint, Existing sewer, scale, section, Sole, concrete, compacted fill, With own material, compacted fill, With own material, Affirmed, Min, Reinforced concrete, Reinforced concrete, Reinforced concrete, scale, section, Sole, concrete, compacted fill, With own material, compacted fill, With own material, Reinforced concrete, Bituminous seal, Channel surface, Water stop, Detail of expansion joint, Water stop joint, Via viable, scale:, Bridge industrial plant, Exit transition, channel, channel, Track axis, Angle of flight, Quota, concrete, Concrete lining, Concrete floor, concrete, cut, scale:, Water stop joint, concrete, Water stop joint, Existing sewer, cut, scale:, cut, scale:, scale, Channel section, canalization, Department:, province, district, Of plan:, Of sheet:, professional:, Location:, date, scale:, topography:, drawing:, flat:, draft:

Raw text data extracted from CAD file:

91.50 T M 91.00 LEYENDA CURVAS MENORES POSTE DE LUZ P. DE MEDIA TENSION HIDRANTE POSTE DE TELEFONO MURO DE PIEDRA CURVAS MAYORES MEDIDOR DE AGUA CAJA DE LUZ BUZON DE TELEF. BUZON SEDAPAL SARDINEL FAROLES VIA AFIRMADA ARBOL ACEQUIA CANAL NC B 1 2 3 4 5 6 7 8 9 10 11 12 LT 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 R 29 R 30 31 32 33 34 35 36 38 40 41 42 43 R 44 R 45 46 47 48 49 50 51 52 53 54 R 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 78 V 79 R 80 R 81 R 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 R 97 R 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 R 123 124 R 125 126 R 127 R 128 R 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 R 147 R 148 149 150 151 152 153 154 155 156 157 R 158 159 160 161 R 162 163 164 165 167 168 R 169 170 171 R 172 173 174 175 176 R 177 178 179 180 181 182 183 184 R 185 186 187 188 189 190 191 R 192 194 195 MZ 196 197 198 199 200 201 202 R 203 R 204 R 205 R 206 R 207 208 209 210 211 212 R 213 214 R 215 R 216 R 217 218 219 220 221 222 223 224 R 225 226 227 228 229 230 LT 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 R 265 266 267 268 269 270 R 271 272 273 274 275 276 277 278 279 R 280 281 LT 282 283 284 R 285 286 287 V 288 289 290 291 292 293 294 295 MZ 296 MZ 297 298 R 299 R 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 R 317 318 319 320 321 322 323 324 R 325 326 R 327 328 329 330 331 333 334 335 R 336 337 R 338 MZ 339 340 R 341 342 343 344 V 345 346 347 348 349 R 350 351 352 353 V 354 355 356 R 357 R 358 359 360 361 362 363 364 366 367 368 369 370 R 371 372 373 374 375 376 377 378 R 379 380 381 382 383 384 V 385 386 387 LT 388 R 389 390 391 R 392 393 394 MZ 395 396 397 398 399 400 401 R 402 403 404 405 406 407 408 R 409 411 412 413 V 414 415 416 417 R 418 419 420 V 421 422 423 R 424 426 427 R 428 MZ 429 430 V 431 R 432 MZ 433 V 434 435 436 437 438 439 R 440 441 442 443 444 R 445 446 R 447 R 448 449 450 R 451 452 453 454 455 456 457 V 458 R 459 460 R 461 462 463 464 465 466 R 467 R 468 469 470 471 472 473 R 474 475 476 477 478 479 R 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 R 497 498 R 499 500 R 501 R 502 R COLEGIO D G F I H E A I EST L EST 2 4 5 6 7 V 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 47 48 49 R 50 51 R 52 53 R 54 55 R 56 57 R 58 59 R 60 61 62 LT 63 R 68 70 72 R 74 76 R 77 78 79 81 82 R 83 84 85 86 R 87 88 89 90 91 92 R 93 R 94 95 96 98 99 100 101 102 103 104 105 R 106 107 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 R 126 127 128 R 129 130 131 132 133 R 134 135 136 137 138 139 140 141 LT 142 143 144 145 146 147 148 149 R 150 R 151 R 152 153 R 154 155 156 157 158 159 160 161 162 163 R 164 165 166 167 168 169 170 171 R 172 173 174 175 176 177 178 179 180 181 182 183 R 184 185 186 187 188 R 189 190 191 192 193 194 R 195 196 197 198 R 199 200 LT 201 202 203 204 205 206 207 208 209 210 211 R 213 214 215 216 217 218 R 219 220 221 222 223 LT 224 225 R 226 227 228 229 230 331 332 R 300 PT 301 302 303 304 305 306 R 307 308 309 LT 310 311 312 R 313 314 315 316 317 318 319 320 321 322 323 LT 324 325 326 MZ 327 328 R 329 MZ 330 338 PT 339 R 340 341 342 343 344 345 346 347 350 351 352 353 354 355 356 358 359 R 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 R 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 LT 417 418 419 420 R 421 R 422 R 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 R 443 R 444 445 446 LT 447 R 448 449 450 451 R 452 453 454 455 456 R 457 458 459 LT 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 R 481 R 482 483 484 485 R 486 487 488 489 490 491 492 493 R 494 495 496 497 498 499 500 R 501 502 503 504 505 506 507 R 508 509 510 511 R 512 513 514 515 516 517 518 BZ 519 520 521 522 R 523 MZ 524 525 526 527 V 528 V 529 R 530 R 531 532 533 534 V 535 536 537 538 539 540 LT 541 R 542 R 543 544 545 546 547 548 549 R 550 551 552 553 554 R 555 557 560 561 562 563 564 565 566 568 R 569 570 571 572 573 574 575 576 577 578 579 580 581 R 582 583 584 R 585 586 R 587 R 588 589 590 R 591 592 R 593 594 595 596 597 598 R 599 600 601 602 603 604 605 606 607 608 R 609 610 611 MZ 612 613 614 615 616 617 618 619 620 621 622 623 624 625 LT 626 R 627 628 629 630 631 632 633 634 635 636 637 R 638 639 640 641 642 643 644 645 646 647 648 649 650 R 651 V 652 653 654 655 656 657 R 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 R 674 675 676 677 678 679 680 R 681 682 683 684 685 686 687 688 689 690 R 691 692 693 696 R 697 698 699 700 701 702 703 704 705 706 R 707 708 709 MZ 710 711 R 712 714 715 716 717 R 718 R 719 721 722 R 723 R 724 725 726 727 R 728 R 729 R 730 731 732 733 734 735 736 737 738 739 741 742 743 744 745 746 PT 747 R 749 R 750 R 751 R 752 753 754 MZ 755 756 757 758 759 R 760 BZ 761 762 MZ C2 C3 C4 G COLEGIO CARQUIN 166 23 182 64 65 66 67 69 71 73 75 97 5 5 5 5 5 5 COLOR NEGRO COLOR AMARILLO COLOR NEGRO COLOR NEGRO COLOR BLANCO VER DETALLE A-A 5 5 CRUCE PEATONAL CIMIENTO CORRIDO 5 5 5 5 5 5 COLOR NEGRO COLOR AMARILLO COLOR NEGRO COLOR NEGRO COLOR BLANCO VER DETALLE A-A 5 5 CIMIENTO CORRIDO \A1;.60 \A1;.80 \A1;.50 \A1;.50 \A1;.50 \A1;.71 \A1;2.24 \A1;3.04 \A1;.60 \A1;.80 \A1;.50 \A1;.50 \A1;.50 \A1;.71 \A1;2.24 \A1;3.04 VEREDA CONCRETO fc=175Kg/cm2 ACABADO FROTACHADO C/A-1:2 BRUÑAS .01x.01 .12 .10 f'c = 175 Kg/cm2 ESC. : 1/20 0.05 0.12 60° .20 .10 ACABADO FROTACHADO MORTERO C:A = 1:2 0.25 .05 .15 .015 DETALLE SARDINEL DE VEREDA .03 .35 BASE GRANULAR COMPACTADO AL 100% CARPETA ASFALTICA e=5 cm. 0.45 COMPACTADO AL 100% BASE GRANULAR + KEROSENE + ARENA GRUESA EN CALIENTE RELLENAR ASFALTO LIQUIDO RC-250 .025 AFIRMADO .10 .10 MORTERO C:A = 1:2 ACABADO FROTACHADO LINEA DE EMPALME 1 P-48 CRUCE DE PEATONES \A1;.20 \A1;L \A1;.20 \A1;.30 \A1;.20 \A1;B \A1;.20 \A1;.30 ANGULO DE ESVIAJE \A1;.20 \A1;L \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;L \A1;.20 \A1;.20 \A1;.20 ,20 ,20 ,20 \A1;.40 1.50 \A1;1.80 \A1;.95 .15 \A1;.15 \A1;.20 \A1;.10 .15 \A1;.10 \A1;10.70 \A1;6.80 \A1;5.00 \A1;4.50 \A1;5.40 \A1;6.50 \A1;1.00 \A1;.15 \A1;6.75 \A1;.15 \A1;2.50 \A1;1.50 \A1;15.05 \A1;1.20 \A1;.15 \A1;1.50 \A1;.10 \A1;1.30 \A1;1.50 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.65 \A1;.15 \A1;6.75 \A1;VARIABLE (CHACRA) \A1;1.70 \A1;6.00 \A1;10.60 \A1;.15 \A1;.50 \A1;1.50 \A1;1.50 \A1;10.85 \A1;1.50 \A1;.15 \A1;.90 \A1;1.20 \A1;5.00 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.20 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.50 \A1;2.80 \A1;.15 \A1;6.00 \A1;.15 \A1;2.85 \A1;1.50 \A1;14.95 \A1;1.50 \A1;1.15 \A1;.15 \A1;6.00 \A1;.15 \A1;1.15 \A1;1.50 \A1;11.60 \A1;1.00 \A1;1.00 \A1;5.65 \A1;3.65 \A1;1.35 \A1;6.00 \A1;.15 \A1;2.40 \A1;1.50 \A1;11.40 \A1;4.50 (VARIABLE) \A1;1.50 \A1;1.00 \A1;7.00 \A1;4.50 \A1;.15 \A1;8.60 \A1;1.20 \A1;.25 \A1;.15 \A1;.25 \A1;1.20 \A1;1.20 \A1;5.00 \A1;1.20 \A1;7.40 \A1;9.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.75 \A1;.15 \A1;7.20 \A1;.15 \A1;.75 \A1;1.50 \A1;12.00 \A1;5.00 \A1;1.65 \A1;6.65 \A1;3.20 \A1;1.50 \A1;.15 \A1;6.54 \A1;.15 \A1;3.20 \A1;1.50 \A1;16.24 \A1;.15 \A1;.15 \A1;.95 \A1;.15 \A1;1.50 \A1;.15 \A1;1.35 \A1;6.60 (VARIABLE) \A1;.15 \A1;12.55 \A1;.20 \A1;L \A1;.20 \A1;.30 \A1;.20 \A1;B \A1;.20 \A1;.30 ANGULO DE ESVIAJE \A1;t \A1;.20 \A1;L \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;L \A1;.20 \A1;.20 \A1;.20 ,20 ,20 ,20 \A1;.40 LP LP P V V J J LP LP V J 0.150000000372529 5 SECC. 3-3, 4-4 Y 5-5 3.000000000029102 5 0.6499999999650754 5 6.749999999941792 5 SECC. 2-2 10.70000000376603 LP LP P V V J J C SECC. 5´-5´ LP LP P V V J SECC. 6-6 1.70000000001164 5 10.60000000023865 5 0.4999999999708963 1.5 LP LP P V V SECC. 7-7 1.5 10.85000000000582 1.5 6.800000001705482 5 0.8999999981606379 J LP LP P V V SECC. 8-8 1.20000000001164 J 4.999999999970896 5 0.5499999999592547 1.200000000040745 8.099999999976715 LP LP P V V 1.20000000001164 J 4.999999999970896 5 0.5499999999592547 1.200000000098953 8.099999999976715 LP P V V J J SECC. 10-10 1.50115538376849 2.799999999988358 5 6.0 5 2.850000001868465 1.500000000029103 14.95115538575919 LP LP P V V J J SECC. 11-11 1.50115538376849 1.149999999994179 5 6.0 5 1.149999999994179 1.500000000029103 11.60115538389073 LP LP P V V SECC. 12-12 5 5 5 LP 3.649999999994178 LP P V V J SECC. 13-13 1.345915032870833 6.0 5 2.400000001798615 1.500000000029103 11.39591503480915 LP P SECC. 14-14 5 LP LP LP LP P V V 1.5 0.9999999999417925 7.0 4.500000000029104 LP LP P 4.500000000058206 LP P V V SECC. 17-17 5 5.399999999994179 8.59803162101889 LP 1.19803162087919 0.25 5 0.25 1.200000000040745 LP LP P V V SECC. 18-18 1.200000000040745 4.999999999970896 1.200000000098953 7.400000000110593 LP P V V SECC. 19-19 9.498031620838443 LP 6.5 1.5 1.498031620838446 LP P V V J J SECC. 20-20 LP 1.50115538376849 0.75 5 7.200000000011643 5 0.75 1.500000000058206 12.00115538391401 LP P SECC. 21-21 4.999999999970896 1.64999999955762 LP V 6.649999999557622 3.200000000011642 1.5 5 6.539999999920838 5 3.199999999982536 1.500000000029103 16.24000000004889 CH LP LP V V J J C 1.000000000029102 5 6.749999999941792 5 2.499999999825377 1.500000000058206 15.04999999998836 0.150000000372529 SECC. 1-1 1.199999998847488 5 5 1.499999999359715 0.9499999973922968 5 0.150000000372529 1.299999998125712 1.500000000087311 5 1.5 1.35000000000582 5 5 12.54999999830033 CANAL (VER SECC. TIPICA) SECC. 9-9 (VER SECC. TIPICA) SECC. 16-16 (VER SECC. TIPICA) SECC. 15-15 (VER SECC. TIPICA) \A1;10.70 \A1;6.80 \A1;5.00 \A1;4.50 \A1;5.40 \A1;6.50 \A1;1.00 \A1;.15 \A1;6.75 \A1;.15 \A1;2.50 \A1;1.50 \A1;15.05 \A1;1.20 \A1;.15 \A1;1.50 \A1;.10 \A1;1.30 \A1;1.50 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.65 \A1;.15 \A1;6.75 \A1;VARIABLE (CHACRA) \A1;1.70 \A1;6.00 \A1;10.60 \A1;.15 \A1;.50 \A1;1.50 \A1;1.50 \A1;10.85 \A1;1.50 \A1;.15 \A1;.90 \A1;1.20 \A1;5.00 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.20 \A1;.15 \A1;.55 \A1;1.20 \A1;8.10 \A1;1.50 \A1;2.80 \A1;.15 \A1;6.00 \A1;.15 \A1;2.85 \A1;1.50 \A1;14.95 \A1;1.50 \A1;1.15 \A1;.15 \A1;6.00 \A1;.15 \A1;1.15 \A1;1.50 \A1;11.60 \A1;1.00 \A1;1.00 \A1;5.65 \A1;3.65 \A1;1.35 \A1;6.00 \A1;.15 \A1;2.40 \A1;1.50 \A1;11.40 \A1;4.50 (VARIABLE) \A1;1.50 \A1;1.00 \A1;7.00 \A1;4.50 \A1;.15 \A1;8.60 \A1;1.20 \A1;.25 \A1;.15 \A1;.25 \A1;1.20 \A1;1.20 \A1;5.00 \A1;1.20 \A1;7.40 \A1;9.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.75 \A1;.15 \A1;7.20 \A1;.15 \A1;.75 \A1;1.50 \A1;12.00 \A1;5.00 \A1;1.65 \A1;6.65 \A1;3.20 \A1;1.50 \A1;.15 \A1;6.54 \A1;.15 \A1;3.20 \A1;1.50 \A1;16.24 \A1;.15 \A1;.15 \A1;.95 \A1;.15 \A1;1.50 \A1;.15 \A1;1.35 \A1;6.60 (VARIABLE) \A1;.15 \A1;12.55 LP LP P V V J J LP LP V J 0.150000000372529 5 SECC. 3-3, 4-4 Y 5-5 3.000000000029103 5 0.6499999999650754 5 6.749999999941792 5 SECC. 2-2 10.70000000376603 LP LP P V V J J C SECC. 5´-5´ LP LP P V V J SECC. 6-6 1.700000000011641 5 10.60000000023865 5 0.4999999999708962 1.5 LP LP P V V SECC. 7-7 1.5 10.85000000000582 1.5 6.800000001705484 5 0.8999999981606379 J LP LP P V V SECC. 8-8 1.200000000011641 J 4.999999999970896 5 0.5499999999592547 1.200000000040745 8.099999999976715 LP LP P V V 1.200000000011641 J 4.999999999970896 5 0.5499999999592547 1.200000000098953 8.099999999976715 LP P V V J J SECC. 10-10 1.501155383768491 2.799999999988358 5 6.0 5 2.850000001868465 1.500000000029103 14.95115538575919 LP LP P V V J J SECC. 11-11 1.501155383768491 1.149999999994179 5 6.0 5 1.149999999994179 1.500000000029103 11.60115538389073 LP LP P V V SECC. 12-12 5 5 5 LP 3.649999999994178 LP P V V J SECC. 13-13 1.345915032870834 6.0 5 2.400000001798616 1.500000000029103 11.39591503480915 LP P SECC. 14-14 5 LP LP LP LP P V V 1.5 0.9999999999417925 7.0 4.500000000029104 LP LP P 4.500000000058207 LP P V V SECC. 17-17 5 5.399999999994179 8.59803162101889 LP 1.198031620879191 0.25 5 0.25 1.200000000040745 LP LP P V V SECC. 18-18 1.200000000040745 4.999999999970896 1.200000000098953 7.400000000110594 LP P V V SECC. 19-19 9.498031620838445 LP 6.5 1.5 1.498031620838446 LP P V V J J SECC. 20-20 LP 1.501155383768491 0.75 5 7.200000000011642 5 0.75 1.500000000058207 12.00115538391401 LP P SECC. 21-21 4.999999999970896 1.649999999557621 LP V 6.649999999557622 3.200000000011642 1.5 5 6.539999999920838 5 3.199999999982537 1.500000000029103 16.24000000004889 CH LP LP V V J J C 1.000000000029103 5 6.749999999941792 5 2.499999999825377 1.500000000058207 15.04999999998836 0.150000000372529 SECC. 1-1 1.199999998847488 5 5 1.499999999359715 0.9499999973922968 5 0.150000000372529 1.299999998125713 1.500000000087311 5 1.5 1.35000000000582 5 5 12.54999999830033 CANAL (VER SECC. TIPICA) SECC. 9-9 (VER SECC. TIPICA) SECC. 16-16 (VER SECC. TIPICA) SECC. 15-15 (VER SECC. TIPICA) 5 L 5 GANCHO STANDAR 5 5 B 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" VIA CARROSABLE d EN MUROS CEMENTO PORTLAND TIPO I 4.0 AGREGADO GRUESO 5.0 RECUBRIMIENTO MINIMO EN LOSAS TAMAÑO MAXIMO 3/4" CONCRETO SOLADO F'c= 175 Kg/cm2 (CANAL) ACERO DE GRADO 60 F'y= 4200 Kg/cm2 2.0 ACERO DE REFUERZO 3.0 CEMENTO ESPECIFICACIONES TECNICAS CONCRETO ARMADO F'c= 210 Kg/cm2 (PUENTE) 1.0 CONCRETO ANCLAJE 7.0 CARGA ADMISIBLE DEL TERRENO &t = 0.60 Kg/cm2. 6.0 TRASLAPES Y ANCLAJES MINIMOS EN CIMENTACIONES TRASLAPE EN SUPERFICIE EN CONTACTO CON AGUA ESCALA: 1/25 AMPLIACION DE ALCANTARILLA CALLE INDUSTRIAL D D TRANSICION DE SALIDA CANAL Q=m3/seg S = Canal S= B B EJE DEL VIA ANGULO DE ESVIAJE COTA = B COTA = C AFIRMADO e=0.10 m CONCRETO f'c=100 Kg/cm2 CONCRETO f'c=210 Kg/cm2 5 L 5 5 5 5 CORTE D-D ESCALA: 1/25 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" L 5 5 5 7.0 cm 3.0 cm 3.0 cm 5.0 cm 40 cm 55 cm 60 cm 30 cm 40 cm 50 cm 3/8" 1/2" 5/8" 15 cm 20 cm 25 cm CONCRETO f'c=210 Kg/cm2 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" 5 5 5 5 ALCANTARILLA EXISTENTE ,20 ,20 ,20 1.50 ,10 ,20 ,30 ,30 0.70 ESCALA : 1/10 SECCION A-A SOLADO e=0.10 m CONCRETO f'c=100 Kg/cm2 \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 5/8" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m RELLENO COMPACTADO CON MATERIAL PROPIO RELLENO COMPACTADO CON MATERIAL PROPIO ,20 ,20 ,20 ,20 ,20 ,20 ,20 ,20 \LCORTE C-C 1.50 1.80 .95 .15 AFIRMADO .15 5 .10 .15 0.20 min Ø1/2''@ .20 Concreto Armado F'c=175 Kg/cm2 Ø3/8''@ .25 F'c=175 Kg/cm2 Concreto Armado 5 F'c=210 Kg/cm2 Concreto Armado ,20 ,20 ,20 1 ,10 ,20 ,30 ,30 1.10 ESCALA : 1/10 SECCION B-B SOLADO e=0.10 m CONCRETO f'c=100 Kg/cm2 \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.25 m \U+2205 1/2" @ 0.20 m \U+2205 1/2" @ 0.20 m RELLENO COMPACTADO CON MATERIAL PROPIO RELLENO COMPACTADO CON MATERIAL PROPIO ,20 ,20 ,20 ,20 ,20 ,20 ,20 ,20 F'c=210 Kg/cm2 Concreto Armado (10mm x 15mm) SELLO BITUMINOSO SUPERFICIE DE CANAL JUNTA CON WATER STOP 6" DETALLE DE JUNTA DE DILATACION 5 L 5 5 5 B 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" VIA CARROSABLE ESCALA: 1/25 PLANTA - PUENTE ALCANTARILLA CALLE INDUSTRIAL Y HUACHO E E TRANSICION DE SALIDA CANAL Q=m3/seg S = Canal S= A A EJE DEL VIA ANGULO DE ESVIAJE COTA = A COTA = B COTA = C CONCRETO f'c=210 Kg/cm2 REVESTIMIENTO CONCRETO f'c=175 Kg/cm2 SOLADO e=0.10 m CONCRETO f'c=100 Kg/cm2 CONCRETO f'c=210 Kg/cm2 t 5 L 5 5 5 5 CORTE E-E ESCALA: 1/25 5 5 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" L 5 5 5 CONCRETO f'c=210 Kg/cm2 JUNTA WATER STOP DE 6" JUNTA WATER STOP DE 6" 5 5 5 5 ALCANTARILLA EXISTENTE CORTE E-E ESCALA: 1/25 CORTE D-D ESCALA: 1/25 C C C C ESCALA : 1/10 SECCION DE CANAL CANALIZACION DEPARTAMENTO: C-01 PROVINCIA : DISTRITO : N° DE PLANO: N° DE LAMINA: PROFESIONAL: UBICACION: FECHA (MM-AA): ESCALA: DATUM-PROYECCION-USO-HEMISFERIO: TOPOGRAFIA: DIBUJO: PLANO: PROYECTO:

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	alignment, autocad, block, canal, concrete, DWG, HIGHWAY, kläranlage, passing, Road, treatment plant, water