PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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Project: RIO NORA Supervisor: GMR Date Created: 13/01/2010 17:28 Date Last Accessed: 13/01/2010 17:28 Project Directory: C:\GPSURVEY\projects\VILLAPER Antenna Type: Compact L1/L2 Antenna Measurement Method: True Vertical Antenna Group: GPSurvey Receiver Type: 4000SSi Coordinate System: Geographic Zone: WGS84 Linear Unit: Meter Timezone: Greenwich Mean Time : 0:00 Number of Stations: 23 Number of Baselines: 22 No. of Continuous Kinematic Solns: 0
**** Adjusted Coordinates **** Projection Group: UTM Zone Name: 30 Linear Units: meter Angular Units: degrees Datum Name: ED-50 Station Station North East Ortho. Ellip. Short Name ID Height Height 171 171 4808290.36100 271750.11800 0.00000 158.70100 190 190 4806431.71900 272489.00700 0.00000 176.95201 194 194 4806876.89800 273719.68400 0.00000 173.67479 613 613 4808494.94800 271341.85100 0.00000 183.60582 N1 N1 4809449.16210 271519.21622 0.00000 157.83452 N11 N11 4808212.45207 271833.12339 0.00000 159.49155 N12 N12 4807997.37497 272072.88062 0.00000 159.86463 N13 N13 4807931.15646 272133.44624 0.00000 159.14878 N14 N14 4807913.82273 272203.62131 0.00000 160.25988 N15 N15 4807879.75263 272287.25341 0.00000 159.52285 N16 N16 4807908.86733 272362.94072 0.00000 160.09309 N17 N17 4807881.43971 272437.69122 0.00000 159.88144 N18 N18 4807932.14096 272507.21517 0.00000 164.24443 N19 N19 4808049.98751 272385.56935 0.00000 160.16905 N2 N2 4809409.25527 271575.25358 0.00000 155.40610 N20 N20 4808014.27576 272447.25627 0.00000 162.70321 N3 N3 4809304.78161 271584.73995 0.00000 155.97673 N4 N4 4809249.89606 271639.86121 0.00000 156.28583 N5 N5 4809130.73559 271604.96839 0.00000 156.91011 N6 N6 4809016.85742 271675.12862 0.00000 157.51034 N7 N7 4808584.05351 271724.11502 0.00000 157.92197 N8 N8 4808608.98606 271962.52068 0.00000 160.50661 N9 N9 4808540.27502 271937.07540 0.00000 159.70000 From Station To Station Solution Slope Ratio Reference Entered Entered Short Name Short Name Type Variance Ant. Ht. Ant. Ht. (From) (To) 171 N18 L1 fixed 837.464 28.0 13.930 1.605 1.533 N18 190 L1 fixed 1500.353 39.3 1.665 1.533 1.529 N18 194 L1 fixed 1607.147 12.4 2.254 1.533 1.510 N18 613 L1 fixed 1294.088 18.2 2.868 1.533 1.601 N18 N1 L1 fixed 1810.108 20.5 3.341 1.736 1.538 N18 N11 L1 fixed 729.950 10.8 1.232 1.800 1.563 N18 N12 L1 fixed 439.159 18.1 3.255 1.800 1.611 N18 N13 L1 fixed 373.746 26.8 2.149 1.800 1.598 N18 N14 L1 fixed 304.124 12.6 3.139 1.800 1.666 N18 N15 L1 fixed 226.128 31.8 1.221 1.800 1.631 N18 N16 L1 fixed 146.176 30.1 1.169 1.800 1.582 N18 N17 L1 fixed 86.145 71.8 0.868 1.800 1.587 N18 N19 L1 fixed 169.391 7.0 31.458 1.800 1.599 N18 N2 L1 fixed 1746.289 14.6 3.705 1.736 1.585 N18 N20 L1 fixed 101.688 49.1 0.599 1.800 1.558 N18 N3 L1 fixed 1653.572 14.9 4.560 1.850 1.599 N18 N4 L1 fixed 1577.356 11.0 12.121 1.736 1.399 N18 N5 L1 fixed 1500.005 5.2 5.072 1.800 1.562 N18 N6 L1 fixed 1366.905 10.9 2.986 1.850 1.593 N18 N7 L1 fixed 1018.796 30.1 1.407 1.800 1.532 N18 N8 L1 fixed 868.670 42.1 1.835 1.800 1.578 N18 N9 L1 fixed 833.479 17.1 1.038 1.800 1.590
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 29: PROYECTO DE “ACONDICIONAMIENTO DE
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 57 and 58: COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60: LISTADO DE BASES DE REPLANTEO Siste
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Page 67 and 68: BASE R.: 171R - N10 COORDENADAS UTM
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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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