PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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Punto X Y Z Nombre 3229 272169.831 4807928.828 158.107 ACERA 3230 272169.832 4807928.828 158.107 ESQUINA 3231 272169.971 4807928.973 158.124 ACERA 3232 272170.218 4807928.859 158.127 ACERA 3233 272170.217 4807928.859 158.127 FINAL 3234 272170.640 4807929.809 158.166 ACERA 3235 272170.639 4807929.809 158.166 ANCHO 3236 272170.473 4807929.890 158.148 EDIFICIO 3237 272170.474 4807929.890 158.148 ESQUINA 3238 272171.470 4807929.805 158.186 EDIFICIO 3239 272171.464 4807929.808 158.186 OTROS 3240 272176.170 4807928.502 158.302 OTROS 3241 272176.168 4807928.504 158.301 EDIFICIO 3242 272176.850 4807928.415 158.368 PUERTA 3243 272180.429 4807927.918 158.421 PUERTA 3244 272179.400 4807927.039 158.422 BORDE 3245 272176.178 4807928.088 158.328 BORDE 3246 272182.526 4807926.298 158.498 BORDE 3247 272182.508 4807927.040 158.448 VALLA 3248 272185.322 4807926.044 158.679 VALLA 3249 272185.316 4807926.032 158.679 P TELEFO 3250 272187.887 4807925.161 158.706 BORDE 3252 272132.060 4807938.556 158.942 ESQUINA 3301 271618.895 4809324.813 155.758 SONDEO 3302 271618.898 4809324.814 155.758 SONDEO 3303 271611.285 4809318.440 151.154 FONDO 3304 271610.965 4809318.326 151.128 FONDO 3305 271612.924 4809315.482 151.151 FONDO 3306 271614.711 4809312.377 151.104 OTROS 3307 271607.748 4809323.197 151.121 FONDO 3308 271589.775 4809307.506 155.841 SONDEO 3309 271589.799 4809307.393 155.843 SONDEO 3310 271597.621 4809313.708 151.303 FONDO 3311 271607.668 4809307.274 151.713 ROCA 3312 271607.656 4809307.350 151.734 ROCA 3313 271607.307 4809307.454 151.605 ROCA 3314 271607.698 4809307.563 151.642 ROCA 3315 271607.391 4809307.215 151.584 ROCA 3316 271607.555 4809307.185 151.670 ROCA 3317 271603.424 4809303.952 151.290 ROCA
PROYECTO DE “ACONDICIONAMIENTO DE MÁRGENES DEL RIO NORA A SU PASO POR LA CORREDORIA” 3.3 Levantamiento Resultante ANEJO Nº 1-LEVANTAMIENTO TOPOGRÁFICO Pág. 14
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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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Page 138 and 139: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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ACONDICIONAMIENTO DE MÁRGENES DEL
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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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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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