PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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COVAR.LOG N18 323ø52'13" 1.27" 101.692m 0.0009m 1: 118657 N20 -1.5412m 0.0035m -**- -**- 1: 118657 N18 326ø05'50" 0.25" 1653.815m 0.0045m 1: 368283 N3 -8.2677m 0.0037m -**- -**- 1: 368283 N18 326ø38'49" 0.93" 1577.587m 0.0050m 1: 313570 N4 -7.9586m 0.0088m -**- -**- 1: 313570 N18 323ø01'45" 0.37" 1500.226m 0.0044m 1: 343859 N5 -7.3343m 0.0069m -**- -**- 1: 343859 N18 322ø30'29" 0.28" 1367.106m 0.0037m 1: 371137 N6 -6.7341m 0.0034m -**- -**- 1: 371137 N18 309ø46'36" 0.26" 1018.939m 0.0027m 1: 376004 N7 -6.3225m 0.0033m -**- -**- 1: 376004 N18 321ø10'28" 0.32" 868.799m 0.0025m 1: 347770 N8 -3.7378m 0.0035m -**- -**- 1: 347770 N18 316ø50'49" 0.26" 833.598m 0.0024m 1: 347351 N9 -4.5444m 0.0026m -**- -**- 1: 347351 N19 329ø11'57" 0.64" 1582.473m 0.0072m 1: 218803 N2 -4.7630m 0.0222m -**- -**- 1: 218803 N19 120ø04'03" 13.40" 71.278m 0.0058m 1: 12334 N20 +2.5342m 0.0222m -**- -**- 1: 12334 N19 327ø27'12" 0.66" 1488.568m 0.0072m 1: 207095 N3 -4.1923m 0.0223m -**- -**- 1: 207095 N19 328ø08'25" 1.21" 1412.750m 0.0076m 1: 186376 N4 -3.8832m 0.0237m -**- -**- 1: 186376 N19 324ø09'37" 0.78" 1333.175m 0.0071m 1: 186590 N5 -3.2589m 0.0230m -**- -**- 1: 186590 N19 323ø41'32" 0.81" 1199.818m 0.0068m 1: 177334 N6 -2.6587m 0.0222m -**- -**- 1: 177334 N19 308ø55'04" 1.12" 850.146m 0.0063m 1: 135251 N7 -2.2471m 0.0222m -**- -**- 1: 135251 N19 322ø52'54" 1.33" 701.035m 0.0063m 1: 111600 N8 +0.3376m 0.0222m -**- -**- 1: 111600 N19 317ø32'57" 1.39" 664.476m 0.0062m 1: 106429 N9 -0.4691m 0.0221m -**- -**- 1: 106429 N2 147ø59'26" 0.30" 1645.101m 0.0044m 1: 370887 N20 +7.2971m 0.0046m -**- -**- 1: 370887 N2 174ø48'42" 4.60" 104.903m 0.0026m 1: 40280 N3 +0.5706m 0.0048m -**- -**- 1: 40280 N2 157ø55'53" 8.23" 171.958m 0.0043m 1: 40075 N4 +0.8797m 0.0093m -**- -**- 1: 40075 N2 173ø54'37" 1.87" 280.100m 0.0034m 1: 82454 N5 +1.5040m 0.0075m -**- -**- 1: 82454 N2 165ø43'12" 1.19" 404.909m 0.0026m 1: 157629 N6 +2.1042m 0.0046m -**- -**- 1: 157629 N2 169ø46'27" 0.53" 838.521m 0.0029m 1: 288689 N7 +2.5159m 0.0045m -**- -**- 1: 288689 N2 154ø10'36" 0.54" 889.048m 0.0030m 1: 293409 N8 +5.1005m 0.0046m -**- -**- 1: 293409 N2 157ø23'40" 0.47" 941.298m 0.0031m 1: 300774 N9 +4.2939m 0.0040m -**- -**- 1: 300774 N20 326ø14'35" 0.27" 1552.205m 0.0043m 1: 357434 N3 -6.7265m 0.0050m -**- -**- 1: 357434 N20 326ø50'17" 0.99" 1476.023m 0.0049m 1: 300266 N4 -6.4174m 0.0095m -**- -**- 1: 300266 N20 322ø58'05" 0.40" 1398.546m 0.0042m 1: 330476 N5 -5.7931m 0.0077m -**- -**- 1: 330476 N20 322ø23'55" 0.32" 1265.445m 0.0036m 1: 356341 N6 -5.1929m 0.0048m -**- -**- 1: 356341 N20 308ø14'07" 0.32" 920.641m 0.0026m 1: 352233 N7 -4.7812m 0.0048m -**- -**- 1: 352233 Página 8
COVAR.LOG N20 320ø49'02" 0.39" 767.235m 0.0024m 1: 315872 N8 -2.1966m 0.0049m -**- -**- 1: 315872 N20 315ø52'29" 0.34" 732.775m 0.0023m 1: 313801 N9 -3.0032m 0.0043m -**- -**- 1: 313801 N3 134ø52'38" 19.46" 77.787m 0.0033m 1: 23313 N4 +0.3091m 0.0095m -**- -**- 1: 23313 N3 173ø22'14" 2.75" 175.218m 0.0034m 1: 50886 N5 +0.9334m 0.0078m -**- -**- 1: 50886 N3 162ø34'16" 1.42" 301.779m 0.0026m 1: 114598 N6 +1.5336m 0.0050m -**- -**- 1: 114598 N3 169ø03'19" 0.52" 734.081m 0.0029m 1: 256515 N7 +1.9452m 0.0049m -**- -**- 1: 256515 N3 151ø30'01" 0.52" 791.738m 0.0030m 1: 261726 N8 +4.5299m 0.0050m -**- -**- 1: 261726 N3 155ø15'24" 0.44" 841.790m 0.0031m 1: 270649 N9 +3.7233m 0.0045m -**- -**- 1: 270649 N4 196ø19'16" 7.28" 124.164m 0.0072m 1: 17364 N5 +0.6243m 0.0112m -**- -**- 1: 17364 N4 171ø23'40" 5.27" 235.692m 0.0053m 1: 44693 N6 +1.2245m 0.0094m -**- -**- 1: 44693 N4 172ø47'18" 1.81" 671.152m 0.0054m 1: 123308 N7 +1.6361m 0.0094m -**- -**- 1: 123308 N4 153ø16'39" 1.98" 717.548m 0.0042m 1: 169730 N8 +4.2208m 0.0094m -**- -**- 1: 169730 N4 157ø16'28" 1.79" 769.349m 0.0045m 1: 170070 N9 +3.4142m 0.0092m -**- -**- 1: 170070 N5 148ø21'46" 4.27" 133.756m 0.0029m 1: 46277 N6 +0.6002m 0.0077m -**- -**- 1: 46277 N5 167ø42'18" 0.80" 559.515m 0.0033m 1: 170646 N7 +1.0119m 0.0076m -**- -**- 1: 170646 N5 145ø34'38" 0.87" 632.508m 0.0031m 1: 202765 N8 +3.5965m 0.0077m -**- -**- 1: 202765 N5 150ø38'39" 0.74" 677.450m 0.0033m 1: 208088 N9 +2.7899m 0.0074m -**- -**- 1: 208088 N6 173ø32'33" 0.80" 435.567m 0.0023m 1: 189691 N7 +0.4116m 0.0047m -**- -**- 1: 189691 N6 144ø49'51" 0.82" 498.952m 0.0023m 1: 213553 N8 +2.9963m 0.0048m -**- -**- 1: 213553 N6 151ø12'19" 0.66" 543.826m 0.0024m 1: 223737 N9 +2.1897m 0.0043m -**- -**- 1: 223737 N7 84ø01'47" 1.50" 239.706m 0.0016m 1: 150911 N8 +2.5846m 0.0047m -**- -**- 1: 150911 N7 101ø36'59" 1.55" 217.414m 0.0014m 1: 150053 N9 +1.7780m 0.0042m -**- -**- 1: 150053 N8 200ø19'15" 4.38" 73.271m 0.0017m 1: 42947 N9 -0.8066m 0.0043m -**- -**- 1: 42947 Página 9
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 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: COVAR.LOG N5 -2.6127m 0.0073m -**-
Page 57 and 58: COORDS.LOG 13 N18 Y= 4807932.1409 +
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
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Punto X Y Z Nombre 917 271822.702 4
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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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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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