PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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COORDINATE ADJUSTMENT SUMMARY NETWORK = VILLAPEREZ TIME = Wed Apr 15 12:12:52 2009 Datum = ED-50 Coordinate System = Universal Transverse Mercator Zone = 30 Network Adjustment Constraints: 4 fixed coordinates in y 4 fixed coordinates in x 1 fixed coordinates in H COORDS.LOG POINT NAME OLD COORDS ADJUST NEW COORDS 1.00å 1 171 Y= 4808290.3610 +0.0000 4808290.3610 FIXED X= 271750.1180 +0.0000 271750.1180 FIXED ELL HT= 158.7010 +0.0000 158.7010 FIXED ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 2 190 Y= 4806431.7190 +0.0000 4806431.7190 FIXED X= 272489.0070 +0.0000 272489.0070 FIXED ELL HT= 176.9520 +0.0000 176.9520 NOT OBSRVD ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 3 194 Y= 4806876.8980 +0.0000 4806876.8980 FIXED X= 273719.6840 +0.0000 273719.6840 FIXED ELL HT= 173.6689 +0.0059 173.6748 0.008049m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 4 613 Y= 4808494.9480 +0.0000 4808494.9480 FIXED X= 271341.8510 +0.0000 271341.8510 FIXED ELL HT= 183.6004 +0.0054 183.6058 0.008051m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 5 N1 Y= 4809449.1622 -0.0001 4809449.1621 0.006693m X= 271519.2159 +0.0003 271519.2162 0.006781m ELL HT= 157.8286 +0.0059 157.8345 0.008111m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 6 N11 Y= 4808212.4520 +0.0001 4808212.4521 0.003711m X= 271833.1232 +0.0002 271833.1234 0.005436m ELL HT= 159.4856 +0.0059 159.4915 0.007757m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 7 N12 Y= 4807997.3749 +0.0001 4807997.3750 0.003475m X= 272072.8805 +0.0002 272072.8806 0.004929m ELL HT= 159.8587 +0.0059 159.8646 0.008155m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 8 N13 Y= 4807931.1564 +0.0001 4807931.1565 0.003191m X= 272133.4461 +0.0001 272133.4462 0.004681m ELL HT= 159.1429 +0.0059 159.1488 0.007892m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 9 N14 Y= 4807913.8227 +0.0001 4807913.8227 0.003345m X= 272203.6212 +0.0001 272203.6213 0.004591m ELL HT= 160.2540 +0.0059 160.2599 0.008162m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 10 N15 Y= 4807879.7526 +0.0001 4807879.7526 0.002963m X= 272287.2533 +0.0001 272287.2534 0.004228m ELL HT= 159.5170 +0.0059 159.5228 0.007771m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 11 N16 Y= 4807908.8673 +0.0001 4807908.8673 0.003021m X= 272362.9406 +0.0001 272362.9407 0.004061m ELL HT= 160.0872 +0.0059 160.0931 0.007692m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 12 N17 Y= 4807881.4397 +0.0000 4807881.4397 0.002953m X= 272437.6911 +0.0001 272437.6912 0.003851m ELL HT= 159.8755 +0.0059 159.8814 0.007759m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN Página 1
COORDS.LOG 13 N18 Y= 4807932.1409 +0.0000 4807932.1410 0.002953m X= 272507.2151 +0.0001 272507.2152 0.003636m ELL HT= 164.2385 +0.0059 164.2444 0.007340m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 14 N19 Y= 4808049.9875 +0.0000 4808049.9875 0.006235m X= 272385.5692 +0.0001 272385.5694 0.006394m ELL HT= 160.1632 +0.0059 160.1691 0.023182m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 15 N2 Y= 4809409.2553 -0.0001 4809409.2553 0.006572m X= 271575.2533 +0.0003 271575.2536 0.006689m ELL HT= 155.4002 +0.0059 155.4061 0.007997m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 16 N20 Y= 4808014.2757 +0.0000 4808014.2758 0.003224m X= 272447.2562 +0.0001 272447.2563 0.003873m ELL HT= 162.6973 +0.0059 162.7032 0.008153m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 17 N3 Y= 4809304.7817 -0.0001 4809304.7816 0.006363m X= 271584.7397 +0.0003 271584.7399 0.006564m ELL HT= 155.9708 +0.0059 155.9767 0.008229m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 18 N4 Y= 4809249.8961 -0.0001 4809249.8961 0.008157m X= 271639.8609 +0.0003 271639.8612 0.008170m ELL HT= 156.2799 +0.0059 156.2858 0.011486m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 19 N5 Y= 4809130.7356 +0.0000 4809130.7356 0.006348m X= 271604.9681 +0.0003 271604.9684 0.006488m ELL HT= 156.9042 +0.0059 156.9101 0.010099m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 20 N6 Y= 4809016.8574 +0.0000 4809016.8574 0.005662m X= 271675.1284 +0.0003 271675.1286 0.006188m ELL HT= 157.5044 +0.0059 157.5103 0.008119m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 21 N7 Y= 4808584.0535 +0.0000 4808584.0535 0.004499m X= 271724.1148 +0.0002 271724.1150 0.005832m ELL HT= 157.9161 +0.0059 157.9220 0.008068m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 22 N8 Y= 4808608.9861 +0.0000 4808608.9861 0.004654m X= 271962.5205 +0.0002 271962.5207 0.005313m ELL HT= 160.5007 +0.0059 160.5066 0.008139m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN 23 N9 Y= 4808540.2750 +0.0000 4808540.2750 0.004472m X= 271937.0752 +0.0002 271937.0754 0.005293m ELL HT= 159.6941 +0.0059 159.7000 0.007824m ORTHO HT= 0.0000 +0.0000 0.0000 NOT KNOWN Página 2
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 5 and 6: 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 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: PROYECTO DE “ACONDICIONAMIENTO DE
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
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Punto X Y Z Nombre 1130 271940.927
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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ELS ACONDICIONAMIENTO DE MÁRGENES
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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PROYECTO DE “ACONDICIONAMIENTO DE
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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