PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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4810700 4810600 4810500 4810400 4810300 4810200 4810100 4810000 4809900 4809800 4809700 4809600 4809500 4809400 4809300 4809200 4809100 4809000 4808900 4808800 4808700 613 4808600 4808500 4808400 4808300 4808200 4808100 4808000 4807900 4807800 4807700 4807600 4807500 4807400 4807300 4807200 4807100 4807000 4806900 4806800 4806700 4806600 4806500 4806400 4806300 4806200 4806100 4806000 4805900 4805800 -228800 -228700 -228600 -228500 4805700 4805600 -228400 -228300 0°00'00" N1 N2 N3 N4 N5 N6 N7 -228200 -228100 171 N11 -228000 -227900 N8 N9 N19 N20 N18 N15 N17 N16 N12 N13N14 -227800 -227700 -227600 -227500 190 -227400 -227300 -227200 -227100 -227000 -226900 -226800 -226700 Escala dibujo: 1:20000 Imprimido el 28/01/2010, a las 16:38:45 Impreso desde Trimble Geomatics Office -226600 -226500 -226400 -226300 194 -226200 -226100 -226000 -225900 Topógrafo: GMR Operador computadora: GMR Referencia: 0 Escala 1:20000 800 m Metros Local: No seleccionado, Sistema: Zona: Zona del colector de datos Proyecto: RIO NORA Plantilla métrica
PROYECTO DE “ACONDICIONAMIENTO DE MÁRGENES DEL RIO NORA A SU PASO POR LA CORREDORIA” Cálculo y ajuste de la Red G.P.S. ANEJO Nº 1-LEVANTAMIENTO TOPOGRÁFICO Pág. 8
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
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Page 33: PROYECTO DE “ACONDICIONAMIENTO DE
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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 57 and 58: COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60: LISTADO DE BASES DE REPLANTEO Siste
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PROYECTO DE “ACONDICIONAMIENTO DE
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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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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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