PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

Punto X Y Z Nombre 154 271593.504 4809420.734 155.619 BORDE 155 271587.063 4809419.928 155.497 TORRE BT 156 271585.197 4809416.589 155.539 BORDE 157 271586.963 4809414.341 155.577 BORDE 158 271579.571 4809408.258 155.529 BORDE 159 271578.082 4809411.316 155.478 BORDE 160 271573.795 4809406.945 155.310 HITO MOJ 161 271572.997 4809408.034 155.311 HITO MOJ 162 271571.630 4809408.565 155.250 BORDE 163 271569.049 4809408.450 155.319 BORDE 164 271566.466 4809409.442 155.416 BORDE 165 271561.588 4809410.460 155.466 BORDE 166 271560.259 4809409.986 155.209 CABEZA T 167 271566.350 4809401.078 155.281 BORDE 168 271566.348 4809401.076 155.281 OTROS 169 271564.900 4809399.898 155.013 CABEZA T 170 271573.073 4809391.413 154.256 ANCHO 171 271573.072 4809391.412 154.256 BORDE 172 271571.536 4809398.631 155.234 BORDE 173 271571.536 4809398.629 155.234 ANCHO 174 271577.435 4809395.276 155.300 BORDE 175 271576.008 4809400.015 155.227 BORDE 176 271576.257 4809405.044 155.315 BORDE 177 271577.746 4809399.786 155.584 ARQ SANE 178 271586.468 4809372.746 155.481 CABEZA T 179 271587.399 4809373.503 155.599 BORDE 180 271589.923 4809375.206 155.614 BORDE 181 271591.743 4809376.150 155.595 VALLA 182 271591.743 4809376.151 155.595 PIE T 183 271603.616 4809357.626 155.837 P HORMIG 184 271603.355 4809357.412 155.751 VALLA 185 271601.527 4809356.419 155.745 BORDE 186 271601.531 4809356.413 155.746 BORDE 187 271599.038 4809354.664 155.714 BORDE 188 271596.723 4809354.259 155.249 BORDE 189 271611.479 4809332.486 155.389 PIE T 190 271612.368 4809332.978 155.749 BORDE 191 271615.010 4809334.698 155.768 BORDE 192 271619.551 4809330.568 155.886 VALLA 193 271628.394 4809331.101 155.958 RELLENO 194 271632.167 4809352.365 155.979 RELLENO 195 271621.341 4809378.468 155.585 RELLENO 196 271603.819 4809394.453 155.592 RELLENO 197 271592.448 4809389.739 155.707 RELLENO 198 271602.754 4809376.219 155.744 LR 199 271597.805 4809372.400 155.577 LR 200 271602.355 4809370.276 155.703 LR 201 271600.350 4809373.106 154.050 ARQ SANE 202 271584.393 4809307.405 155.873 BORDE 203 271587.404 4809308.613 155.814 BORDE
Punto X Y Z Nombre 204 271588.175 4809304.179 156.000 BORDE 205 271584.756 4809303.426 155.992 BORDE 206 271588.027 4809301.110 156.066 BORDE 207 271584.615 4809300.748 155.979 BORDE 208 271579.608 4809299.786 155.912 BORDE 209 271575.507 4809306.426 156.003 PUERTA 210 271570.700 4809303.040 155.973 PUERTA 211 271573.555 4809296.693 155.888 BORDE 212 271569.819 4809292.796 155.896 BORDE 213 271563.885 4809298.610 156.006 RINCON 214 271566.447 4809286.872 155.921 BORDE 215 271563.067 4809279.116 156.045 BORDE 216 271563.067 4809279.116 156.045 ESQUINA 217 271553.028 4809267.586 156.011 BORDE 218 271553.028 4809267.586 156.011 VALLA 219 271543.148 4809256.494 156.058 ESQUINA 220 271543.152 4809256.497 156.058 BORDE 221 271524.597 4809242.518 156.279 BORDE 222 271524.600 4809242.520 156.279 ESQUINA 223 271528.218 4809237.717 156.128 BB 224 271530.151 4809235.362 156.022 RINCON 225 271540.742 4809243.409 155.941 VALLA 226 271548.893 4809250.026 155.865 RINCON 227 271546.766 4809252.086 155.971 BB 228 271554.012 4809259.707 155.933 BB 229 271555.774 4809257.666 155.869 VALLA 230 271566.341 4809269.343 155.772 RINCON 231 271564.084 4809271.350 155.891 BB 232 271569.894 4809280.303 155.841 BB 233 271572.882 4809279.515 155.725 RINCON 234 271576.400 4809286.590 155.692 ESQUINA 235 271574.290 4809288.334 155.821 BB 236 271579.008 4809292.361 155.833 BB 237 271582.550 4809290.973 155.688 ESQUINA 238 271584.287 4809294.522 155.863 BB 239 271586.980 4809294.538 155.898 LR 240 271586.986 4809294.543 155.897 BB 241 271586.685 4809292.523 155.694 ESQUINA 242 271587.855 4809292.394 155.726 ARQ SUMI 243 271588.145 4809291.481 155.746 CUNETA 244 271588.572 4809291.903 155.441 FONDO CU 245 271589.099 4809292.425 155.771 CUNETA 246 271591.821 4809291.977 155.973 BB 247 271596.344 4809286.473 156.209 BB 248 271596.344 4809286.474 156.209 CUNETA 249 271595.643 4809285.921 155.926 FONDO CU 250 271594.531 4809286.030 156.070 CUNETA 251 271594.531 4809286.023 156.070 VALLA 252 271595.766 4809283.919 156.274 VALLA 253 271595.766 4809283.917 156.274 CUNETA
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: PROYECTO DE “ACONDICIONAMIENTO DE
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 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 142 and 143:
Page 144 and 145:
Page 146 and 147:
• Franja móvil Intermedia • Su
Page 148 and 149:
Page 150 and 151:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
5.2 CUATERNARIO QR: Rellenos antró
Page 158 and 159:
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 ...

Create successful ePaper yourself

Delete template?

Save as template?