PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Nodo X Y Z ------------------------------------------------------------- 73 1.740 5.600 0.000 74 2.610 5.600 0.000 75 3.480 5.600 0.000 76 0.000 6.100 0.000 77 0.870 6.100 0.000 78 1.740 6.100 0.000 79 2.610 6.100 0.000 80 3.480 6.100 0.000 81 0.000 6.600 0.000 82 0.870 6.600 0.000 83 1.740 6.600 0.000 84 2.610 6.600 0.000 85 3.480 6.600 0.000 86 0.000 7.100 0.000 87 0.870 7.100 0.000 88 1.740 7.100 0.000 89 2.610 7.100 0.000 90 3.480 7.100 0.000 91 0.000 7.600 0.000 92 0.870 7.600 0.000 93 1.740 7.600 0.000 94 2.610 7.600 0.000 95 3.480 7.600 0.000 96 0.000 8.100 0.000 97 0.870 8.100 0.000 98 1.740 8.100 0.000 99 2.610 8.100 0.000 100 3.480 8.100 0.000 101 0.000 8.600 0.000 102 0.870 8.600 0.000 103 1.740 8.600 0.000 104 2.610 8.600 0.000 105 3.480 8.600 0.000 106 0.000 9.100 0.000 107 0.870 9.100 0.000 108 1.740 9.100 0.000 109 2.610 9.100 0.000 110 3.480 9.100 0.000 111 0.000 9.600 0.000 112 0.870 9.600 0.000 113 1.740 9.600 0.000 114 2.610 9.600 0.000 115 3.480 9.600 0.000 116 0.000 10.100 0.000 117 0.870 10.100 0.000 118 1.740 10.100 0.000 119 2.610 10.100 0.000 120 3.480 10.100 0.000 121 0.000 10.600 0.000 122 0.870 10.600 0.000 123 1.740 10.600 0.000 124 2.610 10.600 0.000 125 3.480 10.600 0.000 ANEJO Nº 4.- ESTRUCTURAS PASARELA Pág. 28
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Nodo X Y Z ------------------------------------------------------------- 126 0.000 11.100 0.000 127 0.870 11.100 0.000 128 1.740 11.100 0.000 129 2.610 11.100 0.000 130 3.480 11.100 0.000 131 0.000 11.600 0.000 132 0.870 11.600 0.000 133 1.740 11.600 0.000 134 2.610 11.600 0.000 135 3.480 11.600 0.000 136 0.000 12.100 0.000 137 0.870 12.100 0.000 138 1.740 12.100 0.000 139 2.610 12.100 0.000 140 3.480 12.100 0.000 141 0.000 12.600 0.000 142 0.870 12.600 0.000 143 1.740 12.600 0.000 144 2.610 12.600 0.000 145 3.480 12.600 0.000 146 0.000 12.800 0.000 147 0.870 12.800 0.000 148 1.740 12.800 0.000 149 2.610 12.800 0.000 150 3.480 12.800 0.000 151 0.000 13.000 0.000 152 0.870 13.000 0.000 153 1.740 13.000 0.000 154 2.610 13.000 0.000 155 3.480 13.000 0.000 156 0.000 13.100 0.000 157 0.870 13.100 0.000 158 1.740 13.100 0.000 159 2.610 13.100 0.000 160 3.480 13.100 0.000 161 0.000 13.200 0.000 162 0.870 13.200 0.000 163 1.740 13.200 0.000 164 2.610 13.200 0.000 165 3.480 13.200 0.000 166 0.000 13.300 0.000 167 0.870 13.300 0.000 168 1.740 13.300 0.000 169 2.610 13.300 0.000 170 3.480 13.300 0.000 ANEJO Nº 4.- ESTRUCTURAS PASARELA Pág. 29
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
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1.- ANTECEDENTES PROYECTO DE “ACO
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PROYECTO DE “ACONDICIONAMIENTO DE
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**** Adjusted Coordinates **** Proj
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BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
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ACTIVITY.LOG 9 2.939220e-004 10 5.8
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CLOSURES.LOG CLOSURES LOG NETWORK =
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BIGRESID.LOG 1 N18 -**- -3.9933m 0.
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SUMMARY OF COVARIANCES NETWORK = VI
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COVAR.LOG 194 311ø02'02" 0.12" 160
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COVAR.LOG N11 349ø26'51" 1.19" 105
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COVAR.LOG N5 -2.6127m 0.0073m -**-
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COVAR.LOG N20 320ø49'02" 0.39" 767
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COORDS.LOG 13 N18 Y= 4807932.1409 +
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LISTADO DE BASES DE REPLANTEO Siste
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BASE R.: N2 COORDENADAS UTM: X = Y
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BASE R.: 171R - N10 COORDENADAS UTM
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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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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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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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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