Street Cobblestones DWG Full Project for AutoCAD

Street Cobblestones – Project

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Garrison, isometric section, garrison detail, variable, street section detail, DC, variable, pen., hydraulic base, cobble, pen., sidewalk, constructive details, unscaled, level bank, street width, mileage, flush, base, subr subgrade, symbols, t.n. natural, detail of the layers, Garrison, sidewalk, hydraulic base, adoquin adoquin, earthwork, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, binder, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cutting area, terraced area, base, binder, horizontal scale, vertical scale, station, cutting area, terraced area, base, cobble, horizontal scale, vertical scale, station, cross sections, ordered from, mass curve, embankment, cut, embankment, cut, subgrade, ground, volume, thickness, elevation, horizontal scale, vertical scale, longitudinal profile street first of May, total volume cut, total volume terrain, station, mts., street plutarco elias streets, Miguel Hidalgo Street, sidewalk, wall, natural terrain, flush, subgrade, highway miguel hidalgo, sidewalk, wall, street plutarco elias streets, channel, pine street suarez, channel, construction picture of the physical polygon, side, distance, course, azimuth, vert., ang.int, observation, length ml, topographical plant, vertex, street first of may

Raw text data extracted from CAD file:

Guarnición ISOMETRICO DE SECCION PEND=2% PEND=2% 0.15 0.40 0.20 DETALLE DE GUARNICION 0.40 0.20 0.15 Variable 7.00 DETALLE SECCION CALLE C.C Variable PEN. 2 % BASE HIDRÁULICA Adoquin f’c= 300 kg/cm2 PEN. 2 % BANQUETA DETALLES CONSTRUCTIVOS SIN ESCALA 7.00 0+060 BANCO DE NIVEL ANCHO DE CALLE KILOMETRAJE ( R ) RASANTE BASE ( SUBR ) SUBRASANTE SIMBOLOS ( T.N. )TERRENO NATURAL DETALLE DE LAS CAPAS GUARNICION BANQUETA BASE HIDRAULICA ADOQUIN ( 5 ARENA-8 ADOQUIN ) TERRACERIA 13.00 CM 20.00 CM -4 -3 -2 -1 0 1 2 3 4 97 98 99 100 101 102 L C R=99.95 T.N.=99.95 D=-3.00 SUBR=99.56 D=3.00 SUBR=99.56 AREA DE CORTE = 2.20m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.000 -4 -3 -2 -1 0 1 2 3 4 97 98 99 100 101 102 103 L C R=100.16 T.N.=100.17 D=-3.00 SUBR=99.77 D=3.00 SUBR=99.77 AREA DE CORTE = 2.49m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN= 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.000 -4 -3 -2 -1 0 1 2 3 4 97 98 99 100 101 102 103 L C R=100.38 T.N.=100.34 D=-3.00 SUBR=99.99 D=3.00 SUBR=99.99 AREA DE CORTE = 2.48m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.000 -4 -3 -2 -1 0 1 2 3 4 98 99 100 101 102 103 L C R=100.59 T.N.=100.56 D=-3.00 SUBR=100.20 D=3.00 SUBR=100.20 AREA DE CORTE = 2.29m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.000 -4 -3 -2 -1 0 1 2 3 4 98 99 100 101 102 103 104 L C R=100.81 T.N.=100.92 D=-3.00 SUBR=100.42 D=3.00 SUBR=100.42 AREA DE CORTE = 3.21m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.000 -4 -3 -2 -1 0 1 2 3 4 98 99 100 101 102 103 104 L C R=101.02 T.N.=101.14 D=-3.00 SUBR=100.63 D=3.00 SUBR=100.63 AREA DE CORTE = 3.05m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.000 -4 -3 -2 -1 0 1 2 3 4 98 99 100 101 102 103 104 L C R=101.24 T.N.=101.37 D=-3.00 SUBR=100.85 D=3.00 SUBR=100.85 AREA DE CORTE = 3.36m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.000 -4 -3 -2 -1 0 1 2 3 4 99 100 101 102 103 104 L C R=100.45 T.N.=101.47 D=-3.00 SUBR=101.06 D=3.00 SUBR=101.06 AREA DE CORTE = 2.59m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.000 -4 -3 -2 -1 0 1 2 3 4 99 100 101 102 103 104 L C R=101.24 T.N.=101.63 D=-3.00 SUBR=101.18 D=3.00 SUBR=101.18 AREA DE CORTE = 2.76m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.000 -4 -3 -2 -1 0 1 2 3 4 99 100 101 102 103 104 L C R=101.37 T.N.=101.72 D=-3.00 SUBR=101.31 D=3.00 SUBR=101.31 AREA DE CORTE = 2.38m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 CARPETA = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.000 -4 -3 -2 -1 0 1 2 3 4 99 100 101 102 103 104 105 L C R=101.82 T.N.=101.80 D=-3.00 SUBR=101.43 D=3.00 SUBR=101.43 AREA DE CORTE = 2.43m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.000 -4 -3 -2 -1 0 1 2 3 4 99 100 101 102 103 104 105 L C R=101.94 T.N.=101.92 D=-3.00 SUBR=101.55 D=3.00 SUBR=101.55 AREA DE CORTE = 2.56m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 CARPETA = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.000 -4 -3 -2 -1 0 1 2 3 4 99 100 101 102 103 104 105 L C R=101.98 T.N.=101.98 D=-3.00 SUBR=101.59 D=3.00 SUBR=101.59 AREA DE CORTE = 2.20m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.20m2 ADOQUIN = 0.78m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+226.500 SUBR=99.62 T.N.=99.98 T.N.=99.95 SUBR=99.83 T.N.=100.43 T.N.=100.10 SUBR=100.05 T.N.=100.70 T.N.=100.35 SUBR=100.26 T.N.=100.83 T.N.=100.51 SUBR=100.48 T.N.=101.11 T.N.=100.98 SUBR=100.69 T.N.=101.31 T.N.=101.09 SUBR=100.91 T.N.=101.50 T.N.=101.50 SUBR=101.12 T.N.=101.70 T.N.=101.45 R=101.24 T.N.=101.80 T.N.=101.63 SUBR=101.37 T.N.=101.79 T.N.=101.70 SUBR=101.49 T.N.=102.05 T.N.=101.80 SUBR=101.61 T.N.=102.22 T.N.=101.97 SUBR=101.65 SECCIONES TRANSVERSALES 104 103 102 101 100 99 98 97 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 500 ESCALA VERTICAL 1 : 100 PERFIL LONGITUDINAL CALLE PRIMERO DE MAYO +1.1 % en 140.00m +0.6 % en 86.50m 0+000.000 10,000 0.00 0.00 0.33 99.62 99.95 0+020.000 10,061 0.00 61.09 0.34 99.83 100.17 0+040.000 10,126 0.00 64.71 0.29 100.05 100.34 0+060.000 10,188 0.00 62.09 0.30 100.26 100.56 0+080.000 10,259 0.00 71.57 0.44 100.48 100.92 0+100.000 10,341 0.00 81.43 0.45 100.69 101.14 0+120.000 10,424 0.00 83.29 0.46 100.91 101.37 0+140.000 10,502 0.00 77.36 0.35 101.12 101.47 0+160.000 10,571 0.00 69.61 0.39 101.24 101.63 0+180.000 10,638 0.00 66.87 0.35 101.37 101.72 0+200.000 10,701 0.00 62.58 0.31 101.49 101.80 0+220.000 10,766 0.00 64.91 0.31 101.61 101.92 0+226.500 10,786 0.00 20.15 0.33 101.65 101.98 TOTAL VOLUMEN CORTE = 785.66m3 TOTAL VOLUMEN TERRAPLEN = 0.00m3 ESTACION MTS. MTS. MTS. MTS. MTS. M3. M3. CALLE PLUTARCO ELIAS CALLES CALLE MIGUEL HIDALGO BN-1=100.00 BANQUETA BN-2=102.35 PARED TERRENO NATURAL RASANTE SUBRASANTE 0+000.000 0+020.000 0+040.000 0+060.000 0+080.000 0+100.000 0+120.000 0+140.000 0+160.000 0+180.000 0+200.000 0+220.000 0+226.500 CARRETERA (CALLE) MIGUEL HIDALGO BN-1=100.00 BANQUETA E S C U E L A BN-2=102.35 PARED CALLE PLUTARCO ELIAS CALLES CANAL CANAL CALLE PINO SUAREZ CANAL 2 1 Y=425 Y=450 Y=475 Y=500 Y=525 Y=550 X=225 X=250 X=275 X=300 X=325 X=350 X=375 X=400 X=425 X=450 X=475 X=500 X=525 CUADRO DE CONSTRUCCION DEL POLIGONO FISICO LADO DISTANCIA RUMBO AZIMUT VERT. ANG.INT. Y X OBSERVACION 1-2 N 85°19’56” E 226.50 85°19’56” 274.25 481.57 2 500.00 500.00 LONGITUD = 226.50 ML 1 PLANTA TOPOGRAFICA 6.0 6.0 6.0 6.0 6.0 2 VERTICE B B B CALLE PRIMERO DE MAYO