PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

COVAR.LOG 190 -**- -**- -**- -**- -**- 194 -3.2772m 0.0080m -**- -**- -**- 190 -**- -**- -**- -**- -**- 613 +6.6538m 0.0081m -**- -**- -**- 190 342ø10'58" 0.32" 3169.457m 0.0082m 1: 386511 N1 -19.1175m 0.0081m -**- -**- 1: 386511 190 339ø46'48" 0.44" 1897.681m 0.0052m 1: 365315 N11 -17.4605m 0.0078m -**- -**- 1: 365315 190 345ø06'57" 0.53" 1620.012m 0.0044m 1: 370837 N12 -17.0874m 0.0082m -**- -**- 1: 370837 190 346ø39'36" 0.54" 1541.018m 0.0040m 1: 385482 N13 -17.8032m 0.0079m -**- -**- 1: 385482 190 349ø06'03" 0.56" 1509.330m 0.0039m 1: 382222 N14 -16.6921m 0.0082m -**- -**- 1: 382222 190 352ø04'05" 0.54" 1462.021m 0.0034m 1: 424349 N15 -17.4292m 0.0078m -**- -**- 1: 424349 190 355ø07'19" 0.53" 1482.518m 0.0033m 1: 447883 N16 -16.8589m 0.0077m -**- -**- 1: 447883 190 357ø58'22" 0.53" 1450.629m 0.0031m 1: 472468 N17 -17.0706m 0.0078m -**- -**- 1: 472468 190 0ø41'43" 0.50" 1500.532m 0.0029m 1: 515212 N18 -12.7076m 0.0073m -**- -**- 1: 515212 190 356ø20'34" 0.79" 1621.571m 0.0064m 1: 252098 N19 -16.7830m 0.0232m -**- -**- 1: 252098 190 342ø56'23" 0.32" 3114.589m 0.0080m 1: 389732 N2 -21.5459m 0.0080m -**- -**- 1: 389732 190 358ø29'20" 0.49" 1583.107m 0.0033m 1: 477588 N20 -14.2488m 0.0082m -**- -**- 1: 477588 190 342ø31'45" 0.32" 3012.007m 0.0078m 1: 384849 N3 -20.9753m 0.0082m -**- -**- 1: 384849 190 343ø13'55" 0.54" 2943.326m 0.0086m 1: 343801 N4 -20.6662m 0.0115m -**- -**- 1: 343801 190 341ø51'51" 0.35" 2840.108m 0.0077m 1: 369572 N5 -20.0419m 0.0101m -**- -**- 1: 369572 190 342ø31'28" 0.35" 2710.229m 0.0070m 1: 384891 N6 -19.4417m 0.0081m -**- -**- 1: 384891 190 340ø26'09" 0.38" 2284.207m 0.0060m 1: 379115 N7 -19.0300m 0.0081m -**- -**- 1: 379115 190 346ø24'22" 0.39" 2240.018m 0.0056m 1: 396999 N8 -16.4454m 0.0081m -**- -**- 1: 396999 190 345ø19'53" 0.39" 2179.596m 0.0056m 1: 392546 N9 -17.2520m 0.0078m -**- -**- 1: 392546 194 -**- -**- -**- -**- -**- 613 +9.9310m 0.0046m -**- -**- -**- 194 319ø27'16" 0.17" 3385.056m 0.0091m 1: 371178 N1 -15.8403m 0.0046m -**- -**- 1: 371178 194 305ø17'45" 0.14" 2311.453m 0.0064m 1: 362081 N11 -14.1832m 0.0039m -**- -**- 1: 362081 194 304ø13'52" 0.22" 1991.841m 0.0057m 1: 351831 N12 -13.8102m 0.0047m -**- -**- 1: 351831 194 303ø36'33" 0.19" 1904.629m 0.0054m 1: 354010 N13 -14.5260m 0.0042m -**- -**- 1: 354010 194 304ø22'14" 0.23" 1836.752m 0.0053m 1: 346523 N14 -13.4149m 0.0047m -**- -**- 1: 346523 194 304ø59'46" 0.16" 1748.592m 0.0050m 1: 350349 N15 -14.1519m 0.0039m -**- -**- 1: 350349 194 307ø15'27" 0.16" 1704.615m 0.0049m 1: 348622 N16 -13.5817m 0.0038m -**- -**- 1: 348622 194 308ø04'53" 0.15" 1628.683m 0.0047m 1: 346209 N17 -13.7934m 0.0039m -**- -**- 1: 346209 Página 2
COVAR.LOG 194 311ø02'02" 0.12" 1607.364m 0.0046m 1: 349762 N18 -9.4304m 0.0032m -**- -**- 1: 349762 194 311ø19'31" 0.52" 1776.514m 0.0077m 1: 230526 N19 -13.5057m 0.0222m -**- -**- 1: 230526 194 319ø44'30" 0.18" 3318.345m 0.0089m 1: 371088 N2 -18.2687m 0.0044m -**- -**- 1: 371088 194 311ø47'33" 0.14" 1706.664m 0.0049m 1: 347805 N20 -10.9716m 0.0047m -**- -**- 1: 347805 194 318ø40'24" 0.16" 3233.049m 0.0088m 1: 368038 N3 -17.6981m 0.0048m -**- -**- 1: 368038 194 318ø46'01" 0.48" 3155.437m 0.0089m 1: 355639 N4 -17.3890m 0.0093m -**- -**- 1: 355639 194 316ø49'27" 0.21" 3090.600m 0.0085m 1: 362982 N5 -16.7647m 0.0076m -**- -**- 1: 362982 194 316ø18'22" 0.17" 2959.668m 0.0080m 1: 368196 N6 -16.1644m 0.0046m -**- -**- 1: 368196 194 310ø32'46" 0.14" 2626.152m 0.0071m 1: 368017 N7 -15.7528m 0.0045m -**- -**- 1: 368017 194 314ø35'18" 0.15" 2467.337m 0.0068m 1: 361944 N8 -13.1682m 0.0046m -**- -**- 1: 361944 194 313ø01'06" 0.14" 2438.138m 0.0067m 1: 362300 N9 -13.9748m 0.0040m -**- -**- 1: 362300 613 10ø31'47" 1.64" 970.558m 0.0056m 1: 174136 N1 -25.7713m 0.0047m -**- -**- 1: 174136 613 119ø54'01" 0.59" 566.703m 0.0064m 1: 88805 N11 -24.1143m 0.0041m -**- -**- 1: 88805 613 124ø14'28" 0.48" 884.298m 0.0057m 1: 156200 N12 -23.7412m 0.0048m -**- -**- 1: 156200 613 125ø27'33" 0.38" 971.846m 0.0054m 1: 180910 N13 -24.4570m 0.0043m -**- -**- 1: 180910 613 123ø59'36" 0.40" 1039.401m 0.0053m 1: 196068 N14 -23.3459m 0.0048m -**- -**- 1: 196068 613 123ø03'11" 0.24" 1127.941m 0.0050m 1: 225924 N15 -24.0830m 0.0041m -**- -**- 1: 225924 613 119ø51'17" 0.24" 1177.334m 0.0049m 1: 241684 N16 -23.5127m 0.0040m -**- -**- 1: 241684 613 119ø14'33" 0.22" 1255.889m 0.0047m 1: 268842 N17 -23.7244m 0.0041m -**- -**- 1: 268842 613 115ø46'41" 0.21" 1294.150m 0.0045m 1: 288306 N18 -19.3614m 0.0033m -**- -**- 1: 288306 613 113ø05'23" 0.91" 1134.609m 0.0074m 1: 153447 N19 -23.4368m 0.0222m -**- -**- 1: 153447 613 14ø19'14" 1.72" 943.628m 0.0051m 1: 186056 N2 -28.1997m 0.0045m -**- -**- 1: 186056 613 113ø30'04" 0.29" 1205.391m 0.0047m 1: 254369 N20 -20.9026m 0.0048m -**- -**- 1: 254369 613 16ø41'43" 1.93" 845.474m 0.0046m 1: 184578 N3 -27.6291m 0.0049m -**- -**- 1: 184578 613 21ø32'29" 2.20" 811.638m 0.0076m 1: 106361 N4 -27.3200m 0.0094m -**- -**- 1: 106361 613 22ø28'55" 2.40" 688.082m 0.0043m 1: 160631 N5 -26.6957m 0.0077m -**- -**- 1: 160631 613 32ø33'40" 2.65" 619.244m 0.0026m 1: 234191 N6 -26.0955m 0.0047m -**- -**- 1: 234191 613 76ø52'43" 2.93" 392.512m 0.0048m 1: 81615 N7 -25.6838m 0.0047m -**- -**- 1: 81615 613 79ø35'20" 1.78" 631.059m 0.0045m 1: 139777 N8 -23.0992m 0.0048m -**- -**- 1: 139777 613 85ø38'43" 1.67" 596.948m 0.0050m 1: 119911 Página 3
Page 1 and 2: AYUNTAMIENTO DE OVIEDO PROYECTO DE
Page 3 and 4: MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 21 and 22: 1.- ANTECEDENTES PROYECTO DE “ACO
Page 23 and 24: PROYECTO DE “ACONDICIONAMIENTO DE
Page 31 and 32: **** Adjusted Coordinates **** Proj
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: SUMMARY OF COVARIANCES NETWORK = VI
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 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 96 and 97:
Punto X Y Z Nombre 598 271673.060 4
Page 98 and 99:
Page 100 and 101:
Page 102 and 103:
Page 104 and 105:
Punto X Y Z Nombre 1022 271929.859
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
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:
PROYECTO DE “ACONDICIONAMIENTO DE
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?