PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

Punto X Y Z Nombre 1275 271855.607 4808393.489 153.905 LÁMINA 1276 271851.245 4808392.027 153.925 LÁMINA 1277 271849.782 4808389.462 153.921 LÁMINA 1278 271833.580 4808370.029 153.922 LÁMINA 1279 271833.678 4808367.374 153.932 LÁMINA 1280 271806.271 4808356.789 157.898 PILOTES 1281 271820.084 4808351.422 157.346 PILOTES 1282 271824.557 4808349.980 156.100 PILOTES 1283 271825.347 4808350.660 156.021 PILOTES 1284 271825.354 4808349.872 156.036 PILOTES 1285 271822.316 4808346.628 156.044 PILOTES 1286 271822.535 4808345.906 156.054 PILOTES 1287 271821.728 4808345.754 156.036 PILOTES 1288 271820.237 4808345.521 156.024 ESQUINA 1289 271822.903 4808343.579 156.023 ESQUINA 1290 271827.822 4808350.146 155.985 ESQUINA 1291 271825.355 4808353.060 156.207 ESQUINA 1292 271832.723 4808374.848 154.018 LÁMINA 1293 271833.187 4808370.290 153.937 LÁMINA 1294 271833.612 4808367.030 153.925 LÁMINA 1295 271832.556 4808362.502 153.926 LÁMINA 1296 271829.708 4808356.649 153.953 LÁMINA 1297 271829.395 4808349.501 153.974 LÁMINA 1298 271828.799 4808348.008 153.974 LÁMINA 1299 271828.161 4808345.716 153.976 LÁMINA 1300 271827.418 4808345.145 153.981 LÁMINA 1301 271828.308 4808341.136 153.971 LÁMINA 1302 271828.559 4808338.000 153.983 LÁMINA 1303 271831.824 4808328.326 153.976 LÁMINA 1304 271833.512 4808323.595 153.983 LÁMINA 1305 271834.182 4808322.365 153.988 LÁMINA 1306 271834.639 4808320.638 153.980 LÁMINA 1307 271835.390 4808319.235 153.977 LÁMINA 1308 271836.412 4808317.581 153.985 LÁMINA 1309 271837.292 4808316.350 153.982 LÁMINA 1310 271837.896 4808314.989 153.992 LÁMINA 1311 271838.270 4808312.151 153.985 LÁMINA 1312 271844.298 4808302.102 153.995 LÁMINA 1313 271845.509 4808301.149 153.999 LÁMINA 1314 271846.661 4808299.553 153.995 LÁMINA 1315 271848.100 4808298.495 154.003 LÁMINA 1316 271850.844 4808296.024 154.000 LÁMINA 1317 271851.043 4808295.965 154.009 LÁMINA 1320 271800.249 4808351.835 158.250 ESQUINA 1321 271796.970 4808347.901 158.314 MURO 1322 271796.604 4808348.167 158.379 ACERA 1323 271794.624 4808345.328 158.381 ACERA 1324 271794.620 4808345.324 158.381 ESQUINA 1325 271794.477 4808344.513 158.377 MURO 1326 271794.475 4808344.512 158.377 ACERA
Punto X Y Z Nombre 1327 271786.320 4808332.581 158.441 ACERA 1328 271786.313 4808332.573 158.441 MURO 1329 271781.144 4808324.960 158.468 MURO 1330 271781.051 4808325.038 158.468 ACERA 1331 271776.337 4808318.018 158.511 ESQUINA 1332 271776.340 4808318.021 158.511 MURO 1333 271776.659 4808317.627 158.512 ACERA 1334 271777.855 4808316.872 158.148 PUERTA 1335 271779.131 4808314.758 158.152 PUERTA 1336 271779.130 4808314.757 158.152 ESQUINA 1337 271779.129 4808314.757 158.152 EDIFICIO 1338 271776.701 4808311.630 158.225 ESQUINA 1339 271774.278 4808306.986 158.252 ESQUINA 1340 271774.980 4808306.544 158.262 RINCON 1341 271773.185 4808303.131 158.284 ESQUINA 1342 271772.976 4808304.356 158.253 ARQ AGUA 1343 271769.975 4808304.699 158.581 ESQUINA 1344 271769.973 4808304.698 158.581 MURO 1345 271764.385 4808291.312 158.660 MURO 1346 271764.383 4808291.312 158.660 FINAL 1347 271764.382 4808291.312 158.661 ACERA 1348 271763.235 4808289.804 158.678 ACERA 1349 271763.600 4808287.160 158.370 CARTEL 1350 271762.740 4808283.821 158.189 PIE T 1351 271760.992 4808284.450 158.700 ACERA 1352 271754.890 4808270.018 158.775 ACERA 1353 271757.451 4808268.934 157.798 PIE T 1354 271759.252 4808263.787 157.553 PIE T 1355 271757.249 4808262.048 158.618 CABEZA T 1356 271754.442 4808264.863 158.758 ACERA 1357 271755.925 4808260.775 158.762 ACERA 1358 271759.516 4808257.154 158.806 ACERA 1359 271760.949 4808258.896 158.653 CABEZA T 1360 271763.702 4808251.905 158.882 ACERA 1361 271767.273 4808255.319 158.935 CABEZA T 1362 271772.339 4808249.657 158.635 CA Y PIE 1363 271769.777 4808235.189 159.007 ACERA 1364 271768.123 4808240.866 158.970 ACERA 1365 271765.732 4808246.969 158.904 ACERA 1366 271774.830 4808283.012 158.058 SETO 1367 271777.476 4808285.195 157.898 SETO 1368 271798.390 4808280.012 157.675 SETO 1369 271818.258 4808274.794 157.472 SETO 1370 271837.606 4808268.926 157.505 SETO 1371 271849.985 4808266.552 156.554 SETO 1372 271861.288 4808261.521 156.199 SETO 1373 271861.834 4808256.239 156.315 SETO 1374 271853.102 4808252.589 156.632 SETO 1375 271846.199 4808249.789 157.151 SETO 1376 271877.838 4808251.812 154.516 LÁMINA
Page 1 and 2:
AYUNTAMIENTO DE OVIEDO PROYECTO DE
Page 3 and 4:
MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 5 and 6:
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
1.- ANTECEDENTES PROYECTO DE “ACO
Page 23 and 24:
PROYECTO DE “ACONDICIONAMIENTO DE
Page 29 and 30:
Page 31 and 32:
**** Adjusted Coordinates **** Proj
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
Page 39 and 40:
ACTIVITY.LOG 9 2.939220e-004 10 5.8
Page 41 and 42:
CLOSURES.LOG CLOSURES LOG NETWORK =
Page 43 and 44:
BIGRESID.LOG 1 N18 -**- -3.9933m 0.
Page 45 and 46:
SUMMARY OF COVARIANCES NETWORK = VI
Page 47 and 48:
COVAR.LOG 194 311ø02'02" 0.12" 160
Page 49 and 50:
COVAR.LOG N11 349ø26'51" 1.19" 105
Page 51 and 52:
COVAR.LOG N5 -2.6127m 0.0073m -**-
Page 53 and 54:
COVAR.LOG N20 320ø49'02" 0.39" 767
Page 55 and 56:
Page 57 and 58: COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60: LISTADO DE BASES DE REPLANTEO Siste
Page 61 and 62: BASE R.: N2 COORDENADAS UTM: X = Y
Page 67 and 68: BASE R.: 171R - N10 COORDENADAS UTM
Page 81 and 82: PROYECTO DE “ACONDICIONAMIENTO DE
Page 84 and 85: PROYECTO DE “ACONDICIONAMIENTO DE
Page 86 and 87: Punto X Y Z Nombre 51 271562.298 48
Page 104 and 105: Punto X Y Z Nombre 1022 271929.859
Page 138 and 139: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 140 and 141: 1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 146 and 147: • Franja móvil Intermedia • Su
Page 156 and 157: 5.2 CUATERNARIO QR: Rellenos antró
Page 158 and 159:
ACONDICIONAMIENTO DE MÁRGENES DEL
Page 160 and 161:
6.1.3 Resistencia por fuste ACONDIC
Page 162 and 163:
Page 164 and 165:
Page 166 and 167:
Page 168 and 169:
Page 170:
Page 179 and 180:
Page 181 and 182:
REFERENCIA HULE0020 SONDEO 1 PROFUN
Page 183 and 184:
REFERENCIA HULE0040 SONDEO 1 PROFUN
Page 185 and 186:
Félix Aramburu 4-6 1º, 33007 - Ov
Page 187 and 188:
LÍMIT NORM RENCIA: ZACIÖN: OBRA:
Page 189 and 190:
Page 191 and 192:
PUENTE SOBRE EL NORA A continuació
Page 193 and 194:
Page 195:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
PESO PROPIO CARGAS MUERTAS ACONDICI
Page 235 and 236:
VIENTO ACONDICIONAMIENTO DE MÁRGEN
Page 237 and 238:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
MATERIALES ACONDICIONAMIENTO DE MÁ
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Vano 1 Viga 1 ------------------ AC
Page 267 and 268:
Page 269 and 270:
Vano 1 Viga 2 ------------------ AC
Page 271 and 272:
Page 273 and 274:
Vano 1 Viga 3 ------------------ AC
Page 275 and 276:
Page 277 and 278:
Vano 1 Viga 4 ------------------ AC
Page 279 and 280:
Page 281 and 282:
5.1.3 Materiales Hormigón de las v
Page 283 and 284:
Carro de cargas ---------------- AC
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
Page 299 and 300:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Vano 1 Viga 3 ------------------ AC
Page 307 and 308:
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
Page 315 and 316:
Page 317 and 318:
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
Page 325 and 326:
Page 327 and 328:
Page 329 and 330:
Page 331 and 332:
Vano 1 Viga 2 ------------------ AC
Page 333 and 334:
Page 335 and 336:
Page 337 and 338:
Page 339 and 340:
Page 341 and 342:
Page 343 and 344:
Vano 1 Viga 2 ------------------ AC
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
Page 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Page 387 and 388:
Page 389 and 390:
Page 391 and 392:
Page 393 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 401 and 402:
Page 403 and 404:
Page 405 and 406:
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
Page 413 and 414:
Vano 1 Viga 4 ------------------ AC
Page 415 and 416:
Page 417 and 418:
Page 419 and 420:
Page 421 and 422:
Page 423 and 424:
Page 425 and 426:
Vano 1 Viga 2 ------------------ AC
Page 427 and 428:
Page 429 and 430:
MODULO DE CALCULO MATRICIAL =======
Page 431 and 432:
Page 433 and 434:
Page 435 and 436:
Page 437 and 438:
Page 439 and 440:
Page 441 and 442:
Page 443 and 444:
Page 445 and 446:
Page 447 and 448:
Page 449 and 450:
Page 451 and 452:
Page 453 and 454:
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
Page 461 and 462:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
Page 469 and 470:
Page 471 and 472:
Page 473 and 474:
Page 475 and 476:
Page 477 and 478:
Page 479 and 480:
Page 481 and 482:
Page 483 and 484:
Page 485 and 486:
Page 487 and 488:
Page 489 and 490:
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
ELS ACONDICIONAMIENTO DE MÁRGENES
Page 499 and 500:
Page 501 and 502:
Page 503 and 504:
Page 505 and 506:
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Page 521 and 522:
Page 523 and 524:
6.3 CIMENTACIÓN ACONDICIONAMIENTO
Page 525 and 526:
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Page 533 and 534:
Page 535 and 536:
Page 537 and 538:
Page 539 and 540:
Page 541 and 542:
Page 543 and 544:
Page 545 and 546:
Page 547 and 548:
Page 549 and 550:
Page 551 and 552:
Page 553 and 554:
7.4 CONCLUSIÓN (mm). ACONDICIONAMI
Page 555 and 556:
Page 557 and 558:
Page 559 and 560:
1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 561 and 562:
Page 563 and 564:
Page 565 and 566:
Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 567 and 568:
Page 569 and 570:
Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Page 577 and 578:
8.1 FLEXIÓN ACONDICIONAMIENTO DE M
Page 579 and 580:
8.3 TORSIÓN ACONDICIONAMIENTO DE M
Page 581 and 582:
Page 583 and 584:
Page 585 and 586:
Page 587 and 588:
Page 589 and 590:
Page 591 and 592:
Page 593 and 594:
Page 595 and 596:
Page 597 and 598:
Definición de la sección ========
Page 599 and 600:
Page 601 and 602:
Page 603 and 604:
Page 605 and 606:
9.- BARRERA 1.5 kN/m. ACONDICIONAMI
Page 607 and 608:
Page 609 and 610:
Page 611 and 612:
Page 613 and 614:
Page 615 and 616:
Page 617 and 618:
Page 619 and 620:
Page 621 and 622:
Page 623 and 624:
Page 625 and 626:
Page 627 and 628:
Page 629 and 630:
Page 631 and 632:
Page 633 and 634:
Page 635 and 636:
Page 637 and 638:
Page 639 and 640:
Page 641 and 642:
Page 643 and 644:
Page 645:
Page 651 and 652:
Page 653 and 654:
Page 655 and 656:
Page 657 and 658:
Page 659 and 660:
3.4.3 Plantaciones ACONDICIONAMIENT
Page 661 and 662:
Page 663 and 664:
Page 665 and 666:
Page 667 and 668:
ANEJO Nº7.- JUSTIFICACIÓN DE PREC
Page 669 and 670:
LISTADO DE MANO DE OBRA ACONDICIONA
Page 671 and 672:
LISTADO DE MAQUINARIA ACONDICIONAMI
Page 673 and 674:
LISTADO DE MATERIALES ACONDICIONAMI
Page 675 and 676:
LISTADO DE MATERIALES ACONDICIONAMI
Page 677 and 678:
CUADRO DE PRECIOS AUXILIARES ACONDI
Page 679 and 680:
Page 681 and 682:
Page 683 and 684:
ANEJO Nº7.- JUSTIFICACIÓN DE PREC
Page 685 and 686:
CUADRO DE DESCOMPUESTOS ACONDICIONA
Page 687 and 688:
Page 689 and 690:
Page 691 and 692:
Page 693 and 694:
Page 695 and 696:
Page 697 and 698:
Page 699 and 700:
Page 701 and 702:
Page 703 and 704:
Page 705 and 706:
Page 707 and 708:
Page 709 and 710:
Page 711 and 712:
ANEJO Nº 8.- PROGRAMA DE TRABAJOS
Page 713 and 714:
Page 715 and 716:
Page 717 and 718:
1.1.- OBJETO PROYECTO DE “ACONDIC
Page 719 and 720:
Page 721 and 722:
Page 723 and 724:
Page 725 and 726:
Page 727 and 728:
Page 729 and 730:
RCDs Nivel I 1. TIERRAS Y PÉTREOS
Page 731 and 732:
RCDs Nivel II RCD: Potencialmente P
Page 733 and 734:
Page 735 and 736:
X PROYECTO DE “ACONDICIONAMIENTO
Page 737 and 738:
Page 739:
show all

PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?