Hydraulic Project Work DWG Full Project for AutoCAD

Hydraulic Project Work DWG Full Project for AutoCAD

HYDRAULIC WORKS BASED TUBE DRAWER TWO LINES 2.0 X 2.0 PREFABRICATED CONCRETE; FORMED BY PROJECT AREAS WITH CROSS SECTIONS; PROFILE WITH CURVE ORDERED MASS AND PLANT WITH DETAILS OF CIVIL ENGINEERING AND PARTICIPANTS ITEMS. It CONTAINS PICTURES AREA; SKETCH LOCATION; TABLE OF NOMENCLATURE; CONSTRUCTION PROJECT SPECIFICATIONS NOTES.

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

plat, meters, floor, laundry, drag, garrison, kbzot, sidewalk, concrete, cun, concrete, tube, with, rail, earthenware, arras, travel, gutter, profile, tn, flush, draining to the left, type of, material, factor, abundance, compaction, ordinates of the, curve mass, embankment, cut, subgrade, terrain, volume, thickness, elevation, to luis echeverria, triumph, álvarez, zampeado left side, zampeado right side, pavement hydraulic, the triumph, gildardo muñoz, lazaro cárdenas, the rosary, the apaches, san josé de las lajas, cemetery, beautiful view of wood, luis echeverría álvarez, savanna, jorge serdán, lajas stream, strawberry, dph, view frontal, right head, double armed with, horizontal sense, dry manposteria, both direction, concrete caissons, vertical direction, drains tube, banqueta, armed, rail, wall, tube, notes, all dimensions are in centimeters except where indicate, specifications: govern l the latest specifications of the sct, another unit, for the wall installation a simple concrete template will be placed, the jointing in the joints of the drawers will be made with mortar, walls and heads, soil, cut, flush, areas , despalme, thicknesses, elevations, station, terr-, plen, cvv, semi-, dist., terra., stone-, volumes, calculation of volumes, car-, peta, base, hydraulic pavement construction, side, coordinates, distance, heading, est, left sidewalk construction panel, right sidewalk construction panel, left side garrison construction, right side garrison construction, left side zipped construction panel, garrison construction zampeado left side, construction box zampeado right side, construction box of trim on zampeado right side, construction box of garrison left side, construction box garrison right side or, unit, in this section, first, characteristics, section, concepts, road width, subgrade thickness, maximum degree of curvature, maximum slope, project speed, road type, project specifications, pumping, maximum over-elevation, radio of minimum curvature, may vary according to the final approval, the tracing and material properties., universal cross-mercator based, project notes :, direct field survey., gutter, section, slope cut, slope embankment, inclination of slope in slope, road, despalme, base, natural, subgrade line, project, project axis, pav. hydra., embankment, type section, l o c a l i z a c i o n, e s t a d o v e r a c r u z, d e i n g a c i o n d a l a l e, m p i o. coatzintla, canes, symbolism, road shoulder, chain, project axis, radius of curvature line, coordinates, zero line, existing canvas, natural terrain, master level curves, construction profile scale, plant scale topographic., texts, level bench, fender, gate, perimeter fencing, embankment slope, cut slope, direction of runoff, secondary level curves, garrison, zampeado, gutter summary, concept, quantity, hydraulic pavement summary, summary of garrison, in od left side, in o.d. right side, concept, zampeado summary, sidewalk summary, zampeado left side, zampeado right side, right side, left side

Raw text data extracted from CAD file:

C L \A1; \A1; Z PLAT A X Y 0 M E T R O S P L A N T A Escala = 1:1000 25.00 50.00 100.00 \A1;570 \A1;240 \A1;240 \A1;160 \A1;800 \A1;55 \A1;250 \A1;265 \A1;570 \A1;450 \A1;132 \A1;100 \A1;50 \A1;0 \A1;125 \A1;100 \A1;170 20 70 100 \A1;120 \A1;10 \A1;55 \A1;80 \A1;350 \A1;500 S SE E NE NO SO O N S SE E NE NO SO O N \A1;160 \A1;265 \A1;240 \A1;240 \A1;160 \A1;800 \A1;55 \A1;250 \A1;570 \A1;450 \A1;132 \A1;100 \A1;50 \A1;160 RA 1.522 ST 1 LAVADERO 2 LAVADERO 3 ARRASTRE 4 ARRASTRE 5 LAVADERO 6 GUARNICION 7 GUARNICION 8 GUARNICION 9 GUARNICION 10 LAVADERO 11 LAVADERO 12 GUARNICION 13 LAVADERO 14 GUARNICION 15 GUARNICION 16 LAVADERO 17 LAVADERO 18 LAVADERO 19 LAVADERO 20 LAVADERO 21 LAVADERO 22 KBZOT 23 KBZOT 24 GUARNICION 25 GUARNICION 26 LAVADERO 27 LAVADERO 28 LAVADERO 29 LAVADERO 30 LAVADERO 31 LAVADERO 32 LAVADERO 33 BANQUETA 34 BANQUETA 35 BANQUETA 36 BANQUETA 37 BANQUETA 38 BANQUETA 39 BANQUETA 40 CONCRETO 41 CONCRETO 42 KBZOT 43 KBZOT 44 KBZOT 45 BANQUETA 46 BANQUETA 47 BANQUETA 48 CONCRETO 49 CONCRETO 50 KBZOT 51 KBZOT 52 KBZOT 53 BANQUETA 54 LAVADERO 55 LAVADERO 56 LAVADERO 57 KBZOT 58 KBZOT 59 LAVADERO 60 LAVADERO 61 LAVADERO 62 LAVADERO 63 LAVADERO 64 LAVADERO 65 GUARNICION 66 GUARNICION 67 CUN 68 CUN 69 BANQUETA 70 BANQUETA 71 BANQUETA 72 CONCRE 73 CONCRE 74 CUN 75 CUN 76 BANQUETA 77 BANQUETA 78 CUN 79 CUN 80 CUN 81 BANQUETA 82 BANQUETA 83 BANQUETA 84 BANQUETA 85 BANQUETA 86 BANQUETA 87 CONCRE 88 CONCRE 89 TUBO 90 TUBO 91 TN 92 TN 93 TN 94 TN 95 TN 96 TN 97 TN 98 BANQUETA 99 BANQUETA 100 LAVADERO 101 LAVADERO 102 LAVADERO 103 LAVADERO 104 LAVADERO 105 LAVADERO 106 LAVADERO 107 LAVADERO 108 BANQUETA 109 BANQUETA 110 BANQUETA 111 CON 112 BANQUETA 113 BANQUETA 114 LAVADERO 115 KBZOT 116 KBZOT 117 BARANDAL 118 KBZOT 119 KBZOT 120 LAVADERO 121 KBZOT 122 KBZOT 123 LAVADERO 124 LAVADERO 125 LAVADERO 126 LAVADERO 127 LAVADERO 128 GUARNICION 129 GUARNICION 130 GUARNICION 131 TN 132 GUARNICION 133 GUARNICION 134 LOZA 135 LAVADERO 136 ARRAS 137 ARRAS 138 TN 139 GUARNICION 140 GUARNICION 141 LAVADERO 142 LAVADERO 143 LAVADERO 144 GUARNICION 145 GUARNICION 146 LAVADERO 147 KBZOT 148 KBZOT 149 BARANDAL 150 KBZOT 151 KBZOT 152 KBZOT 153 KBZOT 154 BANQUETA 155 BANQUETA 156 BANQUETA 157 CON 158 LAVADERO 159 LAVADERO 160 LAVADERO 161 LAVADERO 162 LAVADERO 163 LAVADERO 164 LAVADERO 165 CON 166 BANQUETA 167 BANQUETA 168 BANQUETA 169 BANQUETA 170 BANQUETA 171 BANQUETA 172 BANQUETA 173 BANQUETA 174 LOZA 175 E 176 LOZA 177 E 178 E 179 LOZA 180 E 181 LOZA 182 LOZA 183 GUARNICION 184 GUARNICION 185 LOZA 186 TRAVEL 187 TRAVEL 188 GUARNICION 189 GUARNICION 190 TRAVEL 191 LOZA 192 LOZA 193 LOZA 194 LOZA 195 LOZA 196 LOZA 197 LOZA 198 LOZA 199 GUARNICION 200 GUARNICION 201 GUARNICION 202 GUARNICION 203 TN 204 TN 205 TN 206 E 207 E 208 TN 209 TN Cuneta Cuneta Cuneta Cuneta 100 99 98 97 96 95 94 93 92 91 90 89 88 PERFIL ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 +0.1 % en 89.15m +0.5054 % en 36.81m 102 101 T.N. Rasante Obra de Drenaje 0+235.57 Drenando a la Izquierda Dos lineas de cajón reforzado de 2.00 x 2.00 m. 0+000.00 0+005.71 0+014.37 0+020.00 0+023.04 0+027.37 0+040.00 0+060.00 0+080.00 0+084.80 0+092.89 0+097.22 0+100.00 0+105.89 0+114.55 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+226.13 0+230.91 0+234.22 0+240.00 0+242.76 0+248.17 0+253.58 0+260.00 0+280.00 0+285.19 0+290.59 0+296.00 0+300.00 0+320.00 0+340.00 0+360.00 0+374.81 94.17 94.19 94.22 94.24 94.26 94.27 94.27 94.26 94.19 93.79 94.29 94.30 94.30 94.30 94.30 94.31 94.29 94.26 94.23 93.82 93.16 92.74 92.41 92.23 92.42 92.67 93.15 93.58 94.02 94.99 95.11 95.20 95.30 95.37 95.57 95.69 95.77 95.88 93.60 93.62 93.65 93.67 93.68 93.70 93.71 93.68 93.51 93.29 93.59 93.62 93.64 93.66 93.71 93.74 93.78 93.73 93.63 93.53 93.54 93.59 93.64 93.68 93.77 93.81 93.90 93.99 94.09 94.41 94.49 94.58 94.67 94.73 94.98 95.13 95.23 95.31 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.58 0.67 0.49 0.70 0.67 0.66 0.64 0.60 0.57 0.51 0.53 0.60 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.59 0.62 0.63 0.63 0.64 0.59 0.56 0.54 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.85 1.23 1.45 1.34 1.14 0.75 0.41 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 77.40 25.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.60 49.00 73.40 76.14 41.54 24.22 46.96 49.35 8.40 42.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.00 10000.10 10077.50 10059.40 10010.40 9937.00 9860.86 9726.50 9681.57 9614.74 9565.39 9527.55 9510.05 9511.47 9511.47 9511.47 9511.47 9511.47 9511.47 9511.47 9511.47 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION B 1.000 1.000 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+076.25 0+084.80 0+092.53 0+226.12 0+230.91 0+234.22 0+235.57 0+237.88 0+241.18 0+244.19 0+374.81 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 92 93 94 95 96 97 L C R=94.42 T.N.=94.19 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 91 92 93 94 95 96 97 L C R=94.36 T.N.=93.79 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+084.80 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90 91 92 93 94 95 96 L C R=93.57 T.N.=93.16 OFF=-13.62 R=93.36 OFF=5.39 R=93.28 -0.30% 2.05:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90 91 92 93 94 95 96 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+226.12 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -3 -4 1 -2 -1 0 14 2 3 4 5 6 7 8 9 10 11 12 13 88 15 89 90 91 92 93 94 95 96 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+230.91 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 88 89 90 91 92 93 94 95 96 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+234.22 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 88 89 90 91 92 93 94 95 96 -0.80% -0.40% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+236.65 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 89 90 91 92 93 94 95 96 L C R=93.44 T.N.=92.23 OFF=6.00 R=93.88 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 88 89 90 91 92 93 94 95 96 L C R=93.49 T.N.=92.42 OFF=7.33 R=93.55 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 91 92 93 94 95 96 L C R=93.53 T.N.=92.53 OFF=12.85 R=91.04 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+241.19 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90 91 92 93 94 95 96 L C R=93.65 T.N.=92.67 OFF=12.45 R=91.37 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 SEC."A" ESTACION 0+242.76 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90 91 92 93 94 95 96 97 L C R=94.23 T.N.=94.02 OFF=-5.54 R=93.88 OFF=5.48 R=93.82 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 97 97 97 97 OFF=-4.11 R=93.95 OFF=-10.26 R=92.34 OFF=-8.38 R=91.93 OFF=-7.13 R=92.28 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 92 93 94 95 96 97 L C ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+092.53 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 91 92 93 94 95 96 97 L C ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+076.25 0+207.02 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90 91 92 93 94 95 96 L C ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+207.02 0+265.22 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 90 91 92 93 94 95 96 97 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+265.22 -0.30% OFF=-8.14 R=93.35 OFF=8.54 R=92.68 L C R=93.44 T.N.=92.74 OFF=-11.18 R=90.69 OFF=9.54 R=91.72 L R=93.44 C T.N.=92.41 OFF=-11.40 R=89.57 OFF=9.90 R=90.81 L R=93.44 C T.N.=92.23 OFF=-11.29 R=89.74 OFF=10.18 R=90.51 L R=93.44 C T.N.=92.19 OFF=-4.02 R=94.31 OFF=4.33 R=94.23 R=94.22 T.N.=94.22 OFF=-3.82 R=94.39 OFF=4.59 R=94.23 OFF=-3.67 R=94.68 OFF=3.69 R=94.66 OFF=-6.33 R=94.33 OFF=4.78 R=94.25 R=94.30 T.N.=94.29 OFF=-10.08 R=91.35 OFF=9.05 R=90.46 OFF=-4.79 R=93.45 OFF=13.30 R=90.80 R=94.45 T.N.=94.37 OFF=-2.41 R=94.50 OFF=6.55 R=94.20 OFF=-4.66 R=93.96 OFF=5.51 R=93.96 OFF=-4.40 R=93.95 OFF=5.74 R=93.91 OFF=-4.29 R=93.95 OFF=5.84 R=93.91 OFF=-10.34 R=93.38 OFF=5.58 R=93.83 R=93.85 T.N.=93.60 +3.46% -3.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% 0.5% -4.00% +2.09% -4.63% 0.76% -3.00% 0.00% +3.46% -3.00% +0.60% -0.60% -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 92 93 94 95 96 97 L C R=94.36 T.N.=93.79 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+082.36 OFF=-3.85 R=94.08 OFF=3.69 R=94.66 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 92 93 94 95 96 97 L C R=94.36 T.N.=93.79 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+087.24 OFF=-4.24 R=94.31 OFF=4.00 R=94.05 0.00% 0.00% 0.00% 0+042.60 0.50% 0.50% 0+232.06 0+236.65 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -3 -4 1 -2 -1 0 14 2 3 4 5 6 7 8 9 10 11 12 13 88 15 89 90 91 92 93 94 95 96 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+232.06 97 OFF=-10.05 R=90.76 OFF=10.51 R=91.91 L R=93.44 C T.N.=92.41 OFF=-4.66 R=93.96 OFF=5.51 R=93.96 -2.00% -2.00% ESTACION 0+237.88 A LUIS ECHEVERRÍA EL TRIUNFO ÁLVAREZ Y=2,249,850 Y=2,249,900 Y=2,249,950 Y=2,250,000 Y=2,250,050 Y=2,250,100 Y=2,250,150 X=664,550 X=664,600 X=664,650 X=664,700 X=664,750 X=664,800 Y=2,250,200 X=664,850 Y=2,250,000 Y=2,250,050 Y=2,250,100 Y=2,250,150 Y=2,250,000 Y=2,250,050 Y=2,250,100 Y=2,250,150 X=664,600 X=664,650 X=664,700 X=664,750 X=664,800 X=664,600 X=664,650 X=664,700 X=664,750 X=664,800 94 94 93 92 91 93 93 91 93 94 94 94 92 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 30 31 33 34 35 36 37 38 39 40 41 42 43 44 45 51 52 53 54 55 56 57 58 59 60 61 62 63 66 67 69 70 71 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 93 94 97 98 99 100 101 102 105 106 107 111 112 113 A C D E F G H I J +0.0 % en 23.20m +0.95 % en 23.20m Cuneta lado Izq. lado 1 Cuneta lado Izq. lado 2 Zampeado lado Izq. Cuneta lado Der. lado 2 Cuneta lado Der. lado 1 Zampeado lado Der. 97 89 88 89 88 87 87 86 87 86 87 86 87 86 87 86 87 86 90 89 88 89 88 89 ESTACION = 0+076.25 ESTACION = 0+080.00 ESTACION = 0+082.36 ESTACION = 0+084.80 ESTACION = 0+087.24 ESTACION = 0+092.53 ESTACION = 0+207.02 ESTACION = 0+220.00 ESTACION = 0+226.12 ESTACION = 0+230.91 ESTACION = 0+232.06 ESTACION = 0+234.22 ESTACION = 0+236.65 ESTACION = 0+237.88 ESTACION = 0+240.00 ESTACION = 0+241.19 ESTACION = 0+242.76 ESTACION = 0+260.00 ESTACION = 0+265.22 AREA DESPALME CORTE = 0.66 m2 AREA DESPALME CORTE = 1.57 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.35 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.99 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.57 m2 AREA DESPALME TERRAPLEN = 0.57 m2 AREA DESPALME TERRAPLEN = 0.57 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DESPALME TERRAPLEN = 0.58 m2 AREA DE CORTE = 6.91 m2 AREA DE CORTE = 5.54 m2 AREA DE CORTE = 4.55 m2 AREA DE CORTE = 10.50 m2 AREA DE CORTE = 4.53 m2 AREA DE CORTE = 9.45 m2 AREA DE CORTE = 2.07 m2 AREA DE CORTE = 46.35 m2 AREA DE CORTE = 40.85 m2 AREA DE CORTE = 67.39 m2 AREA DE CORTE = 69.48 m2 AREA DE CORTE = 56.23 m2 AREA DE CORTE = 53.05 m2 AREA DE CORTE = 67.14 m2 AREA DE CORTE = 88.11 m2 AREA DE CORTE = 77.04 m2 AREA DE CORTE = 34.05 m2 AREA DE CORTE = 51.31 m2 AREA DE CORTE = 3.48 m2 AREA DE TERRAPLEN = 0.05 m2 AREA DE TERRAPLEN = 0.11 m2 AREA DE TERRAPLEN = 0.11 m2 AREA DE TERRAPLEN = 0.00 m2 AREA DE TERRAPLEN = 0.33 m2 AREA DE TERRAPLEN = 0.34 m2 AREA DE TERRAPLEN = 5.51 m2 AREA DE TERRAPLEN = 53.37 m2 AREA DE TERRAPLEN = 57.62 m2 AREA DE TERRAPLEN = 50.76 m2 AREA DE TERRAPLEN = 28.52 m2 AREA DE TERRAPLEN = 30.45 m2 AREA DE TERRAPLEN = 30.47 m2 AREA DE TERRAPLEN = 49.82 m2 AREA DE TERRAPLEN = 72.15 m2 AREA DE TERRAPLEN = 63.41 m2 AREA DE TERRAPLEN = 50.33 m2 AREA DE TERRAPLEN = 52.49 m2 AREA DE TERRAPLEN = 0.60 m2 REVESTIMIENTO = 3.78 m2 REVESTIMIENTO = 4.13 m2 REVESTIMIENTO = 4.22 m2 REVESTIMIENTO = 4.42 m2 REVESTIMIENTO = 4.39 m2 REVESTIMIENTO = 5.17 m2 REVESTIMIENTO = 0.00 m2 REVESTIMIENTO = 0.00 m2 REVESTIMIENTO = 0.00 m2 REVESTIMIENTO = 13.17 m2 REVESTIMIENTO = 13.17 m2 REVESTIMIENTO = 12.91 m2 REVESTIMIENTO = 12.84 m2 REVESTIMIENTO = 12.66 m2 REVESTIMIENTO = 15.11 m2 REVESTIMIENTO = 16.87 m2 REVESTIMIENTO = 0.00 m2 REVESTIMIENTO = 0.00 m2 REVESTIMIENTO = 0.00 m2 BASE HIDRÁULICA = 1.57 m2 BASE HIDRÁULICA = 1.72 m2 BASE HIDRÁULICA = 1.81 m2 BASE HIDRÁULICA = 0.00 m2 BASE HIDRÁULICA = 1.85 m2 BASE HIDRÁULICA = 1.72 m2 BASE HIDRÁULICA = 2.11 m2 BASE HIDRÁULICA = 2.08 m2 BASE HIDRÁULICA = 2.08 m2 BASE HIDRÁULICA = 2.10 m2 BASE HIDRÁULICA = 2.10 m2 BASE HIDRÁULICA = 2.11 m2 BASE HIDRÁULICA = 2.11 m2 BASE HIDRÁULICA = 2.11 m2 BASE HIDRÁULICA = 2.11 m2 BASE HIDRÁULICA = 2.10 m2 BASE HIDRÁULICA = 2.09 m2 BASE HIDRÁULICA = 2.23 m2 BASE HIDRÁULICA = 2.25 m2 CARPETA = 1.26 m2 CARPETA = 1.38 m2 CARPETA = 1.44 m2 CARPETA = 1.47 m2 CARPETA = 1.43 m2 CARPETA = 2.15 m2 CARPETA = 1.76 m2 CARPETA = 1.73 m2 CARPETA = 2.08 m2 CARPETA = 1.75 m2 CARPETA = 1.75 m2 CARPETA = 1.76 m2 CARPETA = 1.76 m2 CARPETA = 1.76 m2 CARPETA = 1.76 m2 CARPETA = 1.75 m2 CARPETA = 1.74 m2 CARPETA = 1.86 m2 CARPETA = 1.86 m2 Pavimento hidráulico tramo 1 Pavimento hidráulico tramo 2 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 88 89 90 91 92 93 94 95 96 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+236.65 97 OFF=-11.29 R=89.74 OFF=10.18 R=90.51 L R=93.44 C T.N.=92.19 OFF=-4.29 R=93.95 OFF=5.84 R=93.91 -2.00% -2.00% 87 86 ESTACION = 0+236.65 AREA DESPALME CORTE = 0.00 m2 AREA DESPALME TERRAPLEN = 0.00 m2 AREA DE CORTE = 53.05 m2 AREA DE TERRAPLEN = 30.47 m2 REVESTIMIENTO = 12.84 m2 BASE HIDRÁULICA = 2.11 m2 CARPETA = 1.76 m2 El Triunfo Gildardo Muñoz Lázaro Cárdenas El Rosario Los Apaches San José de las Lajas Cementerio Cementerio Vista Hermosa de Madero Luis Echeverría Álvarez La Sabana Jorge Serdán Arroyo de las Lajas EL EL EL EL EL EL EL Oberon - 1 POZO TITANIA - 1 Fresa - 1 POZO PERICOS - 1 Furbero 1221 Furbero 1149 Furbero 1197 Furbero 1555 Coatzintla 101 Furbero 2314 Furbero 2004 Furbero 1182 Furbero 1272 Furbero 1528 FRESA M2 X=662,534.40 Y=2,249,888.66 Z=147.93 FRESA M2 X = 662,581.41 Y = 2,249,933.06 Z = 146.56 X = 662,649.11 Y = 2,249,959.88 Z = 146.31 FRESA1 ELEVACION= 144.14 X=661,241.46 Y=2,253,490.60 Z=151.22 X=661,343.29 Y=2,253,551.60 Z=148.44 (PROYECTO-LEO) X=662,725.24 Y=2,253,504.77 Z=174.53 X=662,762.46 Y=2,253,534.85 Z=175.10 X=662,789.37 Y=2,253,557.42 Z=165.42 (LEO-OBERON 1) FURBERO 1555 M2 X=664,882.07 Y=2,251,806.27 Z=127.34 (LEO-27/MAR) FURBERO 1224 M3 FURBERO 1224 M2 (LEO-OBERON 1) FURBERO 1224 M1 (LEO-OBERON 1) FURBERO 1149 M1 FURBERO 1149 M2 (PROYECTO-LEO) FURBERO 1555 M1 X=664,819.63 Y=2,251,750.85 Z=131.37 (LEO-27/MAR) FURBERO 1555 APOYO1FURB X=664,890.23 Y=2,252,075.91 Z=134.17 (LEO-27/MAR) FURBEROS 1149 Furbero 1461 DPH Furbero 1285 DPH Furbero 1044 (102) DPH Furbero 1538 DPH DPH Escala = 1:1000 25 50 100 5 5 5 5 VISTA FRONTAL ESC.: S/E CABEZOTE DERECHO DOBLE ARMADO CON VS 1/2 @ 20CMS EN SENTIDO HORIZONTAL Manposteria seca esp.= 0.30 m. DOBLE ARMADO CON VS 1/2 @ 20CMS EN AMBOS SENTIDO 2.00 x 1.75 m. 5 5 5 5 reforzado de 2.00 x Cajones de concreto DOBLE ARMADO CON VS 1/2 @ 20CMS EN SENTIDO VERTICAL Drenes tubo PVC de 3" @ 2.00 m. 5 Banqueta ARMADO ESC: S/E Drenes tubo PVC de 3" @ 2.00 m. 5 5 5 5 Barandal 5 5 5 5 MURO ESC.: S/E DETALLE "A" DENTELLON ESC. 1:25 5 5 5 S=5% 5 Manposteria seca esp.= 0.30 m. Tubo de PVC de 3" 5 5 5 5 5 N O T A S Todas las dimensiones están en centímetros excepto donde se indique Especificaciones: Rigen las últimas especificaciones de la S.C.T. Los muro serán construidos con concreto reforzado de f'c=250 KG/CM2. Carga viva tipo HS-20. CAJONES DE CONCRETO REFORZADO DE 2.00m x 2.00m x 1.75m otra unidad El acero de refuerzo será con f'y= 4200 kg/cm2 Para el desplante del muro se colocara una plantilla de concreto simple de 5 cm. de espesor de f'c=150 kg/cm2 Para la colocación de los cajones se debe tener una plantilla de 30 cm y/o se colocara una plantilla de concreto concreto simple de f'c=150 kg/cm2, de tal forma que se tenga como mínimo una capacidad de carga El junteo en las uniones de los cajones se hará con mortero, libre de polvo, basura y/o material orgánico MUROS Y CABEZOTE de espesor bien nivelada y compactada al 95% de la prueba proctor, de 10 ton/m2 cemento - arena ( 1 - 5 ), para ello se limpiara la superficie dejándo Terr. Corte Ras. T.N. Áreas Corte Despalme Espesores Elevaciones Estación Terr. Corte Terr- plen C.V.V Semi- dist. Despalme Terra. Corte Corte Terr- plen Piedra- plen Volúmenes 10.28 202.04 2674.11 2524.14 129.47 Suma= Calculo de volúmenes Car- peta Base Car- peta 286.46 144.89 CUADRO DE CONSTRUCCION DE PAVIMENTO HIDRAULICO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,250,044.8491 664,683.9419 1 3 N 27°50'13.37" E 19.509 3 2,250,062.1008 664,693.0519 3 4 N 26°22'35.54" E 12.036 4 2,250,072.8836 664,698.3991 4 5 N 25°32'48.69" E 23.770 5 2,250,094.3297 664,708.6499 5 6 N 29°00'02.19" E 2.807 6 2,250,096.7846 664,710.0107 6 7 S 61°29'46.11" E 3.526 7 2,250,095.1022 664,713.1089 7 8 S 62°41'17.43" E 3.875 8 2,250,093.3240 664,716.5522 8 9 S 27°39'35.14" W 20.285 9 2,250,075.3568 664,707.1353 9 10 S 25°27'32.25" W 14.677 10 2,250,062.1050 664,700.8262 10 11 S 27°30'28.61" W 22.865 11 2,250,041.8253 664,690.2657 11 12 N 64°01'41.47" W 3.495 12 2,250,043.3557 664,687.1240 12 1 N 64°51'35.53" W 3.515 1 2,250,044.8491 664,683.9419 SUPERFICIE = 405.998 m2 CUADRO DE CONSTRUCCION DE BANQUETA IZQUIERDA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 13 2,250,094.1860 664,708.3646 13 14 S 25°35'30.16" W 23.524 14 2,250,072.9696 664,698.2032 14 15 S 26°31'56.53" W 12.008 15 2,250,062.2260 664,692.8390 15 16 S 27°48'26.18" W 19.259 16 2,250,045.1911 664,683.8548 16 17 S 29°07'46.49" W 0.496 17 2,250,044.7578 664,683.6133 17 18 N 65°36'54.69" W 0.948 18 2,250,045.1490 664,682.7503 18 19 N 25°55'57.53" E 0.638 19 2,250,045.7231 664,683.0295 19 20 N 29°05'58.57" E 5.526 20 2,250,050.5513 664,685.7168 20 21 N 27°16'56.22" E 13.668 21 2,250,062.6993 664,691.9820 21 22 N 25°47'05.30" E 3.223 22 2,250,065.6013 664,693.3840 22 23 N 26°23'42.17" E 8.649 23 2,250,073.3482 664,697.2288 23 24 N 14°53'38.36" E 0.119 24 2,250,073.4629 664,697.2592 24 25 N 25°50'12.74" E 23.537 25 2,250,094.6467 664,707.5167 25 26 N 09°18'57.88" E 3.756 26 2,250,098.3532 664,708.1248 26 27 S 66°21'09.94" E 2.415 27 2,250,097.3847 664,710.3366 27 6 S 28°30'14.49" W 0.683 6 2,250,096.7846 664,710.0107 6 5 S 29°00'02.19" W 2.807 5 2,250,094.3297 664,708.6499 5 30 S 25°32'48.69" W 0.199 30 2,250,094.1498 664,708.5639 30 13 N 79°42'28.15" W 0.203 13 2,250,094.1860 664,708.3646 SUPERFICIE = 60.834 m2 CUADRO DE CONSTRUCCION DE BANQUETA DERECHA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 31 2,250,041.2353 664,691.3207 31 33 N 62°07'18.91" W 1.018 33 2,250,041.7114 664,690.4206 33 34 N 27°39'49.89" E 0.512 34 2,250,042.1646 664,690.6582 34 35 N 27°34'55.04" E 22.442 35 2,250,062.0561 664,701.0493 35 36 N 25°11'21.79" E 8.989 36 2,250,070.1900 664,704.8749 36 37 N 25°36'02.32" E 5.640 37 2,250,075.2759 664,707.3118 37 38 N 27°25'03.45" E 20.096 38 2,250,093.1144 664,716.5653 38 39 S 21°44'55.61" E 1.231 39 2,250,091.9710 664,717.0214 39 40 S 27°08'16.75" W 19.193 40 2,250,074.8912 664,708.2670 40 41 S 24°13'21.49" W 5.680 41 2,250,069.7109 664,705.9364 41 42 S 26°09'03.29" W 8.472 42 2,250,062.1066 664,702.2027 42 43 S 27°33'25.01" W 22.951 43 2,250,041.7592 664,691.5848 43 31 S 26°45'00.28" W 0.587 31 2,250,041.2353 664,691.3207 SUPERFICIE = 58.276 m2 CUADRO DE CONSTRUCCION DE GUARNICION IZQUIERDA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 13 2,250,094.1860 664,708.3646 13 14 S 25°35'30.16" W 23.524 14 2,250,072.9696 664,698.2032 14 15 S 26°31'56.53" W 12.008 15 2,250,062.2260 664,692.8390 15 17 S 27°50'25.70" W 19.755 17 2,250,044.7578 664,683.6133 LONGITUD = 55.287 m CUADRO DE CONSTRUCCION DE GUARNICION DERECHA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 33 2,250,041.7114 664,690.4206 33 35 N 27°35'01.61" E 22.954 35 2,250,062.0561 664,701.0493 35 37 N 25°20'52.58" E 14.628 37 2,250,075.2759 664,707.3118 37 38 N 27°25'03.45" E 20.096 38 2,250,093.1144 664,716.5653 LONGITUD = 86.303 m CUADRO DE CONSTRUCCION DE CUENTA LADO IZQUIERDO TRAMO 1 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 44 2,250,063.9117 664,689.7394 44 45 S 18°45'50.42" E 0.259 45 2,250,063.6664 664,689.8227 45 22 N 61°29'06.20" E 4.053 22 2,250,065.6013 664,693.3840 22 21 S 25°47'05.30" W 3.223 21 2,250,062.6993 664,691.9820 21 20 S 27°16'56.22" W 13.668 20 2,250,050.5513 664,685.7168 20 19 S 29°05'58.57" W 5.526 19 2,250,045.7231 664,683.0295 19 18 S 25°55'57.53" W 0.638 18 2,250,045.1490 664,682.7503 18 51 N 07°43'00.95" W 0.889 51 2,250,046.0299 664,682.6309 51 52 N 54°01'32.89" W 0.398 52 2,250,046.2637 664,682.3088 52 53 N 25°48'55.21" E 5.521 53 2,250,051.2334 664,684.7129 53 54 N 28°02'28.66" E 13.648 54 2,250,063.2793 664,691.1289 54 55 S 86°24'47.10" W 1.446 55 2,250,063.1888 664,689.6859 55 56 N 58°26'15.12" W 0.369 56 2,250,063.3822 664,689.3711 56 57 N 34°20'05.74" W 0.591 57 2,250,063.8699 664,689.0380 57 58 N 08°47'52.41" E 0.594 58 2,250,064.4569 664,689.1288 58 59 S 87°06'16.46" E 0.213 59 2,250,064.4462 664,689.3418 59 60 N 12°34'42.26" E 5.370 60 2,250,069.6873 664,690.5112 60 61 S 49°09'03.70" E 4.148 61 2,250,066.9739 664,693.6492 61 62 S 26°51'29.33" W 1.179 62 2,250,065.9222 664,693.1166 62 44 S 59°14'03.59" W 3.930 44 2,250,063.9117 664,689.7394 SUPERFICIE = 38.400 m2 CUADRO DE CONSTRUCCION DE ZAMPEADO LADO IZQUIERDO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 63 2,250,073.3487 664,696.8775 63 61 S 26°51'29.33" W 7.146 61 2,250,066.9739 664,693.6492 61 60 N 49°09'03.70" W 4.148 60 2,250,069.6873 664,690.5112 60 66 N 29°55'39.79" E 6.366 66 2,250,075.2041 664,693.6871 66 63 S 59°49'10.18" E 3.691 63 2,250,073.3487 664,696.8775 SUPERFICIE = 26.128 m2 CUADRO DE CONSTRUCCION DE CUENTA LADO IZQUIERDO TRAMO 2 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 67 2,250,077.5773 664,699.2515 67 24 S 25°50'12.74" W 4.571 24 2,250,073.4629 664,697.2592 24 69 N 07°41'06.72" W 4.234 69 2,250,077.6593 664,696.6930 69 70 S 82°46'30.95" W 0.349 70 2,250,077.6155 664,696.3470 70 71 S 49°18'28.04" W 0.196 71 2,250,077.4879 664,696.1986 71 63 S 09°18'48.47" E 4.195 63 2,250,073.3487 664,696.8775 63 66 N 59°49'10.18" W 3.691 66 2,250,075.2041 664,693.6871 66 74 N 31°35'26.76" E 3.424 74 2,250,078.1203 664,695.4805 74 75 N 80°42'23.60" E 2.004 75 2,250,078.4439 664,697.4584 75 76 N 13°23'31.82" W 0.094 76 2,250,078.5355 664,697.4366 76 77 N 21°39'15.29" W 0.221 77 2,250,078.7410 664,697.3551 77 78 N 28°45'11.72" E 19.002 78 2,250,095.4004 664,706.4960 78 79 S 53°49'22.05" E 0.635 79 2,250,095.0258 664,707.0082 79 25 S 53°17'50.09" E 0.634 25 2,250,094.6467 664,707.5167 25 67 S 25°50'12.74" W 18.965 67 2,250,077.5773 664,699.2515 SUPERFICIE = 47.983 m2 CUADRO DE CONSTRUCCION DE GUARNICION EN ZAMPEADO LADO IZQUIERDO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 59 2,250,064.4462 664,689.3418 59 60 N 12°34'42.26" E 5.370 60 2,250,069.6873 664,690.5112 60 66 N 29°55'39.79" E 6.366 66 2,250,075.2041 664,693.6871 66 74 N 31°35'26.76" E 3.424 74 2,250,078.1203 664,695.4805 74 75 N 80°42'23.60" E 2.004 75 2,250,078.4439 664,697.4584 LONGITUD = 17.163 m CUADRO DE CONSTRUCCION DE CUNETA LADO DERECHO TRAMO 1 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 80 2,250,062.0635 664,702.1816 80 81 S 06°37'00.98" E 4.301 81 2,250,057.7915 664,702.6771 81 82 N 85°10'46.15" E 0.325 82 2,250,057.8188 664,703.0005 82 83 N 05°36'04.90" W 4.303 83 2,250,062.1013 664,702.5805 83 84 N 26°54'40.83" E 1.284 84 2,250,063.2460 664,703.1615 84 85 S 63°05'19.17" E 1.648 85 2,250,062.5003 664,704.6306 85 86 S 06°47'44.26" W 4.595 86 2,250,057.9377 664,704.0869 86 87 S 50°34'56.49" W 2.406 87 2,250,056.4100 664,702.2283 87 88 S 63°28'50.17" W 1.352 88 2,250,055.8065 664,701.0188 88 89 S 30°06'39.83" W 16.803 89 2,250,041.2714 664,692.5894 89 90 S 85°17'16.00" W 0.704 90 2,250,041.2135 664,691.8874 90 31 N 87°47'58.74" W 0.567 31 2,250,041.2353 664,691.3207 31 43 N 26°45'00.28" E 0.587 43 2,250,041.7592 664,691.5848 43 93 N 27°33'25.01" E 18.181 93 2,250,057.8778 664,699.9960 93 80 N 27°34'16.41" E 4.722 80 2,250,062.0635 664,702.1816 SUPERFICIE = 44.715 m2 CUADRO DE CONSTRUCCION DE ZAMPEADO LADO DERECHO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 94 2,250,067.6739 664,708.2023 94 85 S 34°37'11.03" W 6.287 85 2,250,062.5003 664,704.6306 85 84 N 63°05'19.17" W 1.648 84 2,250,063.2460 664,703.1615 84 97 N 26°54'40.83" E 2.310 97 2,250,065.3061 664,704.2072 97 98 N 25°10'49.54" E 2.218 98 2,250,067.3138 664,705.1511 98 99 N 28°50'54.56" E 1.152 99 2,250,068.3229 664,705.7070 99 94 S 75°25'15.34" E 2.578 94 2,250,067.6739 664,708.2023 SUPERFICIE = 12.342 m2 CUADRO DE CONSTRUCCION DE CUNETA LADO DERECHO TRAMO 2 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 100 2,250,072.7712 664,710.7392 100 101 S 39°37'03.88" E 1.532 101 2,250,071.5911 664,711.7161 101 102 S 20°45'04.13" W 1.746 102 2,250,069.9583 664,711.0974 102 94 S 51°43'28.72" W 3.688 94 2,250,067.6739 664,708.2023 94 99 N 75°25'15.34" W 2.578 99 2,250,068.3229 664,705.7070 99 105 N 28°50'54.56" E 1.152 105 2,250,069.3320 664,706.2628 105 106 N 62°00'35.60" E 4.253 106 2,250,071.3279 664,710.0182 106 107 N 31°16'15.37" W 0.390 107 2,250,071.6615 664,709.8156 107 41 S 63°18'20.39" W 4.342 41 2,250,069.7109 664,705.9364 41 40 N 24°13'21.49" E 5.680 40 2,250,074.8912 664,708.2670 40 39 N 27°08'16.75" E 19.193 39 2,250,091.9710 664,717.0214 39 111 S 16°49'34.25" E 1.062 111 2,250,090.9547 664,717.3288 111 112 S 45°41'42.52" E 0.562 112 2,250,090.5622 664,717.7308 112 113 S 25°29'31.61" W 17.952 113 2,250,074.3581 664,710.0046 113 100 S 24°50'20.67" E 1.749 100 2,250,072.7712 664,710.7392 SUPERFICIE = 51.932 m2 CUADRO DE CONSTRUCCION DE GUARNICION EN ZAMPEADO LADO DERECHO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 86 2,250,057.9377 664,704.0869 86 85 N 06°47'44.26" E 4.595 85 2,250,062.5003 664,704.6306 85 94 N 34°37'11.03" E 6.287 94 2,250,067.6739 664,708.2023 94 102 N 51°43'28.72" E 3.688 102 2,250,069.9583 664,711.0974 LONGITUD = 14.569 m CUADRO DE CONSTRUCCION DE PAVIMENTO HIDRAULICO TRAMO 1 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X A 2,249,932.8857 664,616.1315 A C N 28°12'51.47" E 5.385 C 2,249,937.6309 664,618.6773 C D N 31°50'53.37" E 3.938 D 2,249,940.9760 664,620.7552 D E N 30°48'01.74" E 7.239 E 2,249,947.1936 664,624.4618 E F S 60°48'06.02" E 2.984 F 2,249,945.7379 664,627.0666 F G S 69°08'06.67" E 3.532 G 2,249,944.4798 664,630.3673 G H S 25°14'44.49" W 4.729 H 2,249,940.2027 664,628.3504 H I S 30°47'08.61" W 3.927 I 2,249,936.8288 664,626.3404 I J S 34°19'50.83" W 7.912 J 2,249,930.2955 664,621.8785 J A N 65°44'20.15" W 6.304 A 2,249,932.8857 664,616.1315 SUPERFICIE = 110.642 m2 CUADRO DE CONSTRUCCION DE GUARNICION LADO IZQUIERDO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X C 2,249,937.6309 664,618.6773 C D N 31°50'53.37" E 3.938 D 2,249,940.9760 664,620.7552 LONGITUD = 3.938 m CUADRO DE CONSTRUCCION DE GUARNICION LADO DERECHO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X I 2,249,936.8288 664,626.3404 I H N 30°47'08.61" E 3.927 H 2,249,940.2027 664,628.3504 LONGITUD = 3.927 m 0.20 ±8.00 m. m. % KM/HR UNIDAD EN ESTE TRAMO PRIMERA 30 PRIMERA 7.0 11 CARACTERISTICAS DEL TRAMO 60 CONCEPTOS ANCHO DE CALZADA ESPESOR DE SUBRASANTE GRADO DE CURVATURA MAXIMA PENDIENTE MAXIMA VELOCIDAD DE PROYECTO CARRETERA TIPO ESPECIFICACIONES DEL PROYECTO 0.30 ±1.0 7.0 60 -2.00 % BOMBEO -2.00 12 SOBREELEVACION MAXIMA 3.00 % # ° 114 RADIO DE CURVATURA MINIMA 41.60 m. NOTAS: ACOTACIONES EN METROS, EXCEPTO LA INDICADA. CORTES Y TERRAPLENES: 1.NIVEL DE SUBRASANTE. 2.LOS MATERIALES DE ADICIÓN DEBERÁN PRESENTAR UNA CALIDAD TAL QUE LA CAPA MEJORADA CUMPLA CON LOS REQUISITOS EXIGIDOS PARA LA CORONA DEL TERRAPLÉN. 3.SE REALIZARA LA EXCAVACIÓN Y RETIRO DE LA CAPA VEGETAL Y DE OTROS MATERIALES BLANDOS, ORGÁNICOS Y OBJETABLES, DONDE SE HALLAN DE REALIZAR LAS EXCAVACIONES EN TERRAPLENES. MATERIALES : 4.LOS MATERIALES PROVENIENTES DEL CORTE QUE PRESENTEN BUENAS CARACTERÍSTICAS PARA LA CONSTRUCCIÓN DE LA PLATAFORMA, SERÁN RESERVADOS PARA SU COLOCACIÓN EN LA OBRA 5.LOS MATERIALES QUE NO CUMPLAN CON LO ANTERIOR SERÁN RETIRADOS DEL ÁREA DE ACUERDO A LAS INSTRUCCIONES DEL SUPERVISOR. 6.LOS MATERIALES ADICIONALES SE EXTRAEN DE ZONAS DE PRÉSTAMO APROBADAS POR EL SUPERVISORN Y DEBERÁN CUMPLIR CON LAS ESPECIFICACIONES. COMPACTACIÓN: 7.LA DENSIDAD DE COMPACTACIÓN DEBE SER, COMO MÍNIMO, EL NOVENTA Y CINCO POR CIENTO (95%) DE LA MÁXIMA DENSIDAD EN EL ENSAYO PROCTOR. 8.LA COMPACTACIÓN DE LOS MATERIALES DEBERÁ REALIZARSE EN CAPAS DE 20 cm. DE ACUERDO CON LO REGLAMENTADO EN EL PROYECTO. 4.-LEVANTAMIENTO REALIZADO CON ESTACION TOTAL 5.-ESPESOR DE REVESTIMIENTO= 0.00 MTS 6.-ESPESOR DE ARROPE A VOLTEO 7.-TALUD EN CORTE Y TERRAPLEN = 1.5:1 ; 1.5:1 PUEDEN VARIAR DE ACUERDO A LA APROBACION FINAL 8.-LOS VOLUMENES PRESENTADOS DE CORTE Y DESPALME DEL TRAZO Y LAS PROPIEDADES DEL MATERIAL. 9.- ESTE PLANO SE FORMO A PARTIR DE UN UNIVERSAL TRANSVERSAL DE MERCATOR BASADOS A.- EL SISTEMA DE COORDENADAS ES (UTM) EN EL SISTEMA DE NAVEGACION ( NAD-27 ). 2.- ACOTACIONES EN METROS. NOTAS DE PROYECTO: 3.- ESPESOR DE DESPALME = 0.30 mts. LEVANTAMIENTO DIRECTO DE CAMPO. 1.50 m. 0.50 m. 0.75 m. CUNETA SECCION ESC. S/E 1.00 m. 1.00 m. 1.50 m. TALUD CORTE TALUD TERRAPLÉN INCLINACIÓN DE LA PENDIENTE EN TALUD 1.50 m. Camino Camino Camino DESPALME BASE \A1;3.50 m \A1;CALZADA = 7.00 m \A1;3.50 m \A1;0.75 TERRENO NATURAL LINEA SUBRASANTE DE PROYECTO TERRAPLEN 1.5:1 EJE DE PROYECTO L C 1.5:1 1.5:1 ESCALA: S/E PAV. HIDRA. TERRAPLÉN SECCION TIPO esp.=0.30 m. 5.-BASE= 0.25 MTS 5.-PAVIMENTO HIDRÁULICO= 0.25 MTS 0.00 0.00 L O C A L I Z A C I O N E S T A D O D E V E R A C R U Z D E I G N A C I O D E L A L L A V E M P I O . C O A T Z I N T L A 5 Bastones de 3/4 @ 20cm. 0.25 0.20 El Triunfo Gildardo Muñoz Lázaro Cárdenas El Rosario Los Apaches San José de las Lajas Cementerio Cementerio Vista Hermosa de Madero Luis Echeverría Álvarez La Sabana Jorge Serdán Arroyo de las Lajas EL EL EL EL EL EL EL Oberon - 1 POZO TITANIA - 1 Fresa - 1 POZO PERICOS - 1 Furbero 1221 Furbero 1149 Furbero 1197 Furbero 1555 Coatzintla 101 Furbero 2314 Furbero 2004 Furbero 1182 Furbero 1272 Furbero 1528 FRESA M2 X=662,534.40 Y=2,249,888.66 Z=147.93 FRESA M2 X = 662,581.41 Y = 2,249,933.06 Z = 146.56 X = 662,649.11 Y = 2,249,959.88 Z = 146.31 FRESA1 ELEVACION= 144.14 X=661,241.46 Y=2,253,490.60 Z=151.22 X=661,343.29 Y=2,253,551.60 Z=148.44 (PROYECTO-LEO) X=662,725.24 Y=2,253,504.77 Z=174.53 X=662,762.46 Y=2,253,534.85 Z=175.10 X=662,789.37 Y=2,253,557.42 Z=165.42 (LEO-OBERON 1) FURBERO 1555 M2 X=664,882.07 Y=2,251,806.27 Z=127.34 (LEO-27/MAR) FURBERO 1224 M3 FURBERO 1224 M2 (LEO-OBERON 1) FURBERO 1224 M1 (LEO-OBERON 1) FURBERO 1149 M1 FURBERO 1149 M2 (PROYECTO-LEO) FURBERO 1555 M1 X=664,819.63 Y=2,251,750.85 Z=131.37 (LEO-27/MAR) FURBERO 1555 APOYO1FURB X=664,890.23 Y=2,252,075.91 Z=134.17 (LEO-27/MAR) FURBEROS 1149 Furbero 1461 DPH Furbero 1285 DPH Furbero 1044 (102) DPH Furbero 1538 DPH DPH 0.20 ±8.00 m. m. % KM/HR UNIDAD EN ESTE TRAMO PRIMERA 30 PRIMERA 7.0 11 CARACTERISTICAS DEL TRAMO 60 CONCEPTOS ANCHO DE CALZADA ESPESOR DE SUBRASANTE GRADO DE CURVATURA MAXIMA PENDIENTE MAXIMA VELOCIDAD DE PROYECTO CARRETERA TIPO ESPECIFICACIONES DEL PROYECTO 0.30 ±1.0 7.0 60 -2.00 % BOMBEO -2.00 12 SOBREELEVACION MAXIMA 3.00 % # ° 114 RADIO DE CURVATURA MINIMA 41.60 m. 0.25 DESPALME BASE \A1;3.50 m \A1;CALZADA = 7.00 m \A1;3.50 m \A1;0.75 TERRENO NATURAL LINEA SUBRASANTE DE PROYECTO TERRAPLEN 1.5:1 EJE DE PROYECTO L C 1.5:1 1.5:1 ESCALA: S/E PAV. HIDRA. 0.20 TERRAPLÉN SECCION TIPO esp.=0.30 m. 0.00 0.00 L O C A L I Z A C I O N E S T A D O D E V E R A C R U Z D E I G N A C I O D E L A L L A V E M P I O . C O A T Z I N T L A X=653,200 PC=0+140.82 Y=2,257,600 SIMBOLOGIA Hombro del camino Cadenamiento Eje del proyecto Línea de radio de curvatura Coordenadas Línea de cero Lienzo existente Terreno natural Curvas de nivel maestra Esc. Hor.: 1:2000 Esc. Vert.: 1:200 Escala del perfil de construcción. Escala del planta topográfica. Esc. Hor.: 1:1000 Esc. Hor.: 1:1000 1013 Textos 1013 Elevaciones Banco de nivel Guardaganado Portón Cercado perimetral Talud en terraplén Talud en corte Sentido de escurrimiento Curvas de nivel secundarias Pavimento hidráulico Guarnición Banqueta Cuneta Zampeado 0+000.00 0+005.71 0+014.37 0+020.00 0+023.04 0+027.37 0+040.00 0+060.00 0+076.25 0+080.00 0+082.36 0+084.80 0+087.24 0+092.63 0+207.00 0+207.02 0+220.00 0+226.12 0+230.91 0+234.22 0+240.00 0+242.76 0+260.00 0+265.32 94.17 94.19 94.22 94.24 94.26 94.27 94.27 94.26 94.22 94.19 94.36 94.36 94.36 94.29 93.60 93.60 93.16 92.74 92.41 92.23 92.42 92.67 94.02 94.99 93.60 93.62 93.65 93.67 93.68 93.70 93.71 93.68 94.22 93.51 93.79 93.79 93.79 94.30 93.85 93.85 93.54 93.59 93.64 93.68 93.77 93.81 94.09 94.41 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.58 0.58 0.67 0.00 0.00 0.00 0.01 0.25 0.25 0.38 0.85 1.23 1.45 1.35 1.14 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 23.41 11.91 20.37 3.76 0.47 0.00 0.02 314.25 266.83 316.73 135.77 164.57 86.65 735.80 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.26 0.00 0.08 0.02 0.00 0.06 382.13 339.63 238.57 63.69 129.29 88.72 886.31 0.03 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION B 1.000 1.000 0+000.00 0+005.71 0+014.37 0+020.00 0+023.04 0+027.37 0+040.00 0+060.00 0+076.15 0+076.25 0+080.00 0+082.36 0+082.86 0+084.80 0+086.74 0+087.24 0+092.53 0+092.63 0+207.00 0+207.02 0+220.00 0+226.12 0+226.22 0+230.91 0+232.06 0+234.22 0+236.65 0+237.88 0+240.00 0+241.19 0+242.76 0+260.00 0+265.22 0+265.32 94.17 94.19 94.22 94.24 94.26 94.27 94.27 94.26 94.22 94.22 94.19 94.36 94.36 94.36 94.36 94.36 94.29 94.29 93.60 93.60 93.16 92.74 92.41 92.41 92.23 92.23 92.23 92.23 92.42 92.53 92.67 94.02 94.99 94.99 93.60 93.62 93.65 93.67 93.68 93.70 93.71 93.68 94.22 94.22 93.51 93.79 93.79 93.79 93.79 93.79 94.30 94.30 93.85 93.85 93.54 93.59 93.64 93.64 93.68 93.68 93.68 93.73 93.77 93.79 93.81 94.09 94.41 94.41 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.58 0.58 0.58 0.67 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.25 0.25 0.38 0.85 1.23 1.23 1.45 1.45 1.45 1.50 1.35 1.26 1.14 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.57 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.66 1.57 0.00 0.35 0.35 0.35 0.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.00 2.51 3.69 5.44 4.08 4.08 4.12 3.60 3.78 4.34 5.46 4.68 4.17 2.31 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.91 5.54 4.55 10.50 10.50 10.50 4.53 9.45 0.00 0.00 2.07 46.35 40.85 67.39 67.39 69.48 56.23 53.05 67.14 88.11 77.04 34.05 51.31 3.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.11 0.11 0.00 0.00 0.00 0.33 0.34 0.00 0.00 5.51 53.37 57.62 50.76 50.76 28.52 30.45 30.47 49.82 72.15 63.41 50.33 52.49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.78 4.13 4.22 4.42 4.42 4.42 4.39 5.17 0.00 0.00 0.00 0.00 0.00 13.17 13.17 13.17 12.91 12.84 12.66 15.11 16.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.57 1.72 1.81 0.00 0.00 0.00 1.85 1.72 0.00 0.00 2.11 2.08 2.08 2.10 2.10 2.10 2.11 2.11 2.11 2.11 2.10 2.09 2.23 2.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.26 1.38 1.44 1.47 1.47 1.47 1.43 2.15 0.00 0.00 1.76 1.73 2.08 1.75 1.75 1.75 1.76 1.76 1.76 1.76 1.75 1.74 1.86 1.86 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 2.86 4.33 2.82 1.52 2.17 6.32 10.00 8.08 0.05 1.88 1.18 0.25 0.97 0.97 0.25 2.65 0.05 57.19 0.01 6.49 3.06 0.05 2.35 0.58 1.08 1.22 0.61 1.06 0.59 0.78 8.62 2.61 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 4.19 1.85 0.09 0.68 0.68 0.09 2.62 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.82 0.00 0.00 0.03 40.24 27.94 0.48 19.18 4.76 8.34 9.00 4.95 10.39 5.98 6.90 55.86 7.07 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 23.41 11.91 3.76 20.37 20.37 3.76 37.05 0.47 0.00 0.02 314.25 266.83 5.41 316.73 79.38 135.77 133.32 73.32 164.57 97.44 86.65 735.80 143.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.26 0.03 0.00 0.00 0.08 1.78 0.02 0.00 0.06 382.13 339.63 5.42 238.57 45.98 63.69 74.32 48.98 129.29 79.98 88.72 886.31 138.56 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 14.87 9.85 2.16 8.57 8.57 2.20 25.33 0.26 0.00 0.00 0.00 0.00 0.66 61.90 15.28 28.17 31.42 15.56 29.44 18.87 13.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 6.19 4.17 0.45 0.00 0.00 0.46 9.46 0.09 0.00 0.02 27.19 12.73 0.21 9.87 2.44 4.55 5.15 2.57 4.47 2.48 3.27 37.24 11.69 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 4.96 3.33 0.73 2.85 2.85 0.73 9.49 0.11 0.00 0.02 22.65 11.66 0.19 8.23 2.03 3.79 4.29 2.15 3.73 2.07 2.72 31.03 9.71 0.09 Piedra- plen Base RESUMEN DE CUNETAS UNIDAD M2 LONGITUD = 183.03 m2 CONSEPTO CANTIDAD M2 M2 M2 RESUMEN DE PAVIMENTO HIDRAULICO UNIDAD Tramo 2 M2 LONGITUD = 516.64 m2 CONSEPTO Tramo 1 CANTIDAD M2 RESUMEN DE GUARNICION UNIDAD En tramo 1 lado derecho M En O.D. lado izquierdo En O.D. lado derecho LONGITUD = 181.18 m CONCEPTO En tramo 1 lado izquierdo CANTIDAD M M M RESUMEN DE ZAMPEADO UNIDAD LONGITUD = 38.47 m CONSEPTO CANTIDAD RESUMEN DE BANQUETA UNIDAD M2 LONGITUD = 119.11 m2 CONSEPTO CANTIDAD M2 405.998 110.642 En zampeado lado izquierdo M En zampeado lado derecho M 3.927 3.938 86.303 55.287 14.569 17.163 Lado izquierdo tramo 2 Lado derecho tramo 1 Lado derecho tramo 2 Lado izquierdo tramo 1 47.983 38.400 86.303 51.932 Lado derecho Lado izquierdo 58.276 60.834 M2 M2 Lado derecho Lado izquierdo 12.342 26.128 Terr. Corte Ras. T.N. Áreas Corte Despalme Espesores Elevaciones Estación Terr. Corte Terr- plen C.V.V Semi- dist. Despalme Terra. Corte Corte Terr- plen Piedra- plen Volúmenes 10.28 202.04 2674.11 2524.14 129.47 Suma= Calculo de volúmenes Car- peta Base Car- peta 286.46 144.89 0+000.00 0+005.71 0+014.37 0+020.00 0+023.04 0+027.37 0+040.00 0+060.00 0+076.15 0+076.25 0+080.00 0+082.36 0+082.86 0+084.80 0+086.74 0+087.24 0+092.53 0+092.63 0+207.00 0+207.02 0+220.00 0+226.12 0+226.22 0+230.91 0+232.06 0+234.22 0+236.65 0+237.88 0+240.00 0+241.19 0+242.76 0+260.00 0+265.22 0+265.32 94.17 94.19 94.22 94.24 94.26 94.27 94.27 94.26 94.22 94.22 94.19 94.36 94.36 94.36 94.36 94.36 94.29 94.29 93.60 93.60 93.16 92.74 92.41 92.41 92.23 92.23 92.23 92.23 92.42 92.53 92.67 94.02 94.99 94.99 93.60 93.62 93.65 93.67 93.68 93.70 93.71 93.68 94.22 94.22 93.51 93.79 93.79 93.79 93.79 93.79 94.30 94.30 93.85 93.85 93.54 93.59 93.64 93.64 93.68 93.68 93.68 93.73 93.77 93.79 93.81 94.09 94.41 94.41 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.58 0.58 0.58 0.67 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.25 0.25 0.38 0.85 1.23 1.23 1.45 1.45 1.45 1.50 1.35 1.26 1.14 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.57 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.66 1.57 0.00 0.35 0.35 0.35 0.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.00 2.51 3.69 5.44 4.08 4.08 4.12 3.60 3.78 4.34 5.46 4.68 4.17 2.31 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.91 5.54 4.55 10.50 10.50 10.50 4.53 9.45 0.00 0.00 2.07 46.35 40.85 67.39 67.39 69.48 56.23 53.05 67.14 88.11 77.04 34.05 51.31 3.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.11 0.11 0.00 0.00 0.00 0.33 0.34 0.00 0.00 5.51 53.37 57.62 50.76 50.76 28.52 30.45 30.47 49.82 72.15 63.41 50.33 52.49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.78 4.13 4.22 4.42 4.42 4.42 4.39 5.17 0.00 0.00 0.00 0.00 0.00 13.17 13.17 13.17 12.91 12.84 12.66 15.11 16.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.57 1.72 1.81 0.00 0.00 0.00 1.85 1.72 0.00 0.00 2.11 2.08 2.08 2.10 2.10 2.10 2.11 2.11 2.11 2.11 2.10 2.09 2.23 2.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.26 1.38 1.44 1.47 1.47 1.47 1.43 2.15 0.00 0.00 1.76 1.73 2.08 1.75 1.75 1.75 1.76 1.76 1.76 1.76 1.75 1.74 1.86 1.86 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 2.86 4.33 2.82 1.52 2.17 6.32 10.00 8.08 0.05 1.88 1.18 0.25 0.97 0.97 0.25 2.65 0.05 57.19 0.01 6.49 3.06 0.05 2.35 0.58 1.08 1.22 0.61 1.06 0.59 0.78 8.62 2.61 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 4.19 1.85 0.09 0.68 0.68 0.09 2.62 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.82 0.00 0.00 0.03 40.24 27.94 0.48 19.18 4.76 8.34 9.00 4.95 10.39 5.98 6.90 55.86 7.07 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 23.41 11.91 3.76 20.37 20.37 3.76 37.05 0.47 0.00 0.02 314.25 266.83 5.41 316.73 79.38 135.77 133.32 73.32 164.57 97.44 86.65 735.80 143.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.26 0.03 0.00 0.00 0.08 1.78 0.02 0.00 0.06 382.13 339.63 5.42 238.57 45.98 63.69 74.32 48.98 129.29 79.98 88.72 886.31 138.56 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 14.87 9.85 2.16 8.57 8.57 2.20 25.33 0.26 0.00 0.00 0.00 0.00 0.66 61.90 15.28 28.17 31.42 15.56 29.44 18.87 13.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 6.19 4.17 0.45 0.00 0.00 0.46 9.46 0.09 0.00 0.02 27.19 12.73 0.21 9.87 2.44 4.55 5.15 2.57 4.47 2.48 3.27 37.24 11.69 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 4.96 3.33 0.73 2.85 2.85 0.73 9.49 0.11 0.00 0.02 22.65 11.66 0.19 8.23 2.03 3.79 4.29 2.15 3.73 2.07 2.72 31.03 9.71 0.09 Piedra- plen Base CUADRO DE CONSTRUCCION DE CUENTA LADO IZQUIERDO TRAMO 2 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 67 2,250,077.5773 664,699.2515 67 24 S 25°50'12.74" W 4.571 24 2,250,073.4629 664,697.2592 24 69 N 07°41'06.72" W 4.234 69 2,250,077.6593 664,696.6930 69 70 S 82°46'30.95" W 0.349 70 2,250,077.6155 664,696.3470 70 71 S 49°18'28.04" W 0.196 71 2,250,077.4879 664,696.1986 71 63 S 09°18'48.47" E 4.195 63 2,250,073.3487 664,696.8775 63 66 N 59°49'10.18" W 3.691 66 2,250,075.2041 664,693.6871 66 74 N 31°35'26.76" E 3.424 74 2,250,078.1203 664,695.4805 74 75 N 80°42'23.60" E 2.004 75 2,250,078.4439 664,697.4584 75 76 N 13°23'31.82" W 0.094 76 2,250,078.5355 664,697.4366 76 77 N 21°39'15.29" W 0.221 77 2,250,078.7410 664,697.3551 77 78 N 28°45'11.72" E 19.002 78 2,250,095.4004 664,706.4960 78 79 S 53°49'22.05" E 0.635 79 2,250,095.0258 664,707.0082 79 25 S 53°17'50.09" E 0.634 25 2,250,094.6467 664,707.5167 25 67 S 25°50'12.74" W 18.965 67 2,250,077.5773 664,699.2515 SUPERFICIE = 47.983 m2 CUADRO DE CONSTRUCCION DE CUNETA LADO DERECHO TRAMO 2 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 100 2,250,072.7712 664,710.7392 100 101 S 39°37'03.88" E 1.532 101 2,250,071.5911 664,711.7161 101 102 S 20°45'04.13" W 1.746 102 2,250,069.9583 664,711.0974 102 94 S 51°43'28.72" W 3.688 94 2,250,067.6739 664,708.2023 94 99 N 75°25'15.34" W 2.578 99 2,250,068.3229 664,705.7070 99 105 N 28°50'54.56" E 1.152 105 2,250,069.3320 664,706.2628 105 106 N 62°00'35.60" E 4.253 106 2,250,071.3279 664,710.0182 106 107 N 31°16'15.37" W 0.390 107 2,250,071.6615 664,709.8156 107 41 S 63°18'20.39" W 4.342 41 2,250,069.7109 664,705.9364 41 40 N 24°13'21.49" E 5.680 40 2,250,074.8912 664,708.2670 40 39 N 27°08'16.75" E 19.193 39 2,250,091.9710 664,717.0214 39 111 S 16°49'34.25" E 1.062 111 2,250,090.9547 664,717.3288 111 112 S 45°41'42.52" E 0.562 112 2,250,090.5622 664,717.7308 112 113 S 25°29'31.61" W 17.952 113 2,250,074.3581 664,710.0046 113 100 S 24°50'20.67" E 1.749 100 2,250,072.7712 664,710.7392 SUPERFICIE = 51.932 m2 CUADRO DE CONSTRUCCION DE GUARNICION LADO IZQUIERDO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X C 2,249,937.6309 664,618.6773 C D N 31°50'53.37" E 3.938 D 2,249,940.9760 664,620.7552 LONGITUD = 3.938 m CUADRO DE CONSTRUCCION DE GUARNICION LADO DERECHO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X I 2,249,936.8288 664,626.3404 I H N 30°47'08.61" E 3.927 H 2,249,940.2027 664,628.3504 LONGITUD = 3.927 m CUADRO DE CONSTRUCCION DE BANQUETA IZQUIERDA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 13 2,250,094.1860 664,708.3646 13 14 S 25°35'30.16" W 23.524 14 2,250,072.9696 664,698.2032 14 15 S 26°31'56.53" W 12.008 15 2,250,062.2260 664,692.8390 15 16 S 27°48'26.18" W 19.259 16 2,250,045.1911 664,683.8548 16 17 S 29°07'46.49" W 0.496 17 2,250,044.7578 664,683.6133 17 18 N 65°36'54.69" W 0.948 18 2,250,045.1490 664,682.7503 18 19 N 25°55'57.53" E 0.638 19 2,250,045.7231 664,683.0295 19 20 N 29°05'58.57" E 5.526 20 2,250,050.5513 664,685.7168 20 21 N 27°16'56.22" E 13.668 21 2,250,062.6993 664,691.9820 21 22 N 25°47'05.30" E 3.223 22 2,250,065.6013 664,693.3840 22 23 N 26°23'42.17" E 8.649 23 2,250,073.3482 664,697.2288 23 24 N 14°53'38.36" E 0.119 24 2,250,073.4629 664,697.2592 24 25 N 25°50'12.74" E 23.537 25 2,250,094.6467 664,707.5167 25 26 N 09°18'57.88" E 3.756 26 2,250,098.3532 664,708.1248 26 27 S 66°21'09.94" E 2.415 27 2,250,097.3847 664,710.3366 27 6 S 28°30'14.49" W 0.683 6 2,250,096.7846 664,710.0107 6 5 S 29°00'02.19" W 2.807 5 2,250,094.3297 664,708.6499 5 30 S 25°32'48.69" W 0.199 30 2,250,094.1498 664,708.5639 30 13 N 79°42'28.15" W 0.203 13 2,250,094.1860 664,708.3646 SUPERFICIE = 60.834 m2 CUADRO DE CONSTRUCCION DE CUENTA LADO IZQUIERDO TRAMO 1 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 44 2,250,063.9117 664,689.7394 44 45 S 18°45'50.42" E 0.259 45 2,250,063.6664 664,689.8227 45 22 N 61°29'06.20" E 4.053 22 2,250,065.6013 664,693.3840 22 21 S 25°47'05.30" W 3.223 21 2,250,062.6993 664,691.9820 21 20 S 27°16'56.22" W 13.668 20 2,250,050.5513 664,685.7168 20 19 S 29°05'58.57" W 5.526 19 2,250,045.7231 664,683.0295 19 18 S 25°55'57.53" W 0.638 18 2,250,045.1490 664,682.7503 18 51 N 07°43'00.95" W 0.889 51 2,250,046.0299 664,682.6309 51 52 N 54°01'32.89" W 0.398 52 2,250,046.2637 664,682.3088 52 53 N 25°48'55.21" E 5.521 53 2,250,051.2334 664,684.7129 53 54 N 28°02'28.66" E 13.648 54 2,250,063.2793 664,691.1289 54 55 S 86°24'47.10" W 1.446 55 2,250,063.1888 664,689.6859 55 56 N 58°26'15.12" W 0.369 56 2,250,063.3822 664,689.3711 56 57 N 34°20'05.74" W 0.591 57 2,250,063.8699 664,689.0380 57 58 N 08°47'52.41" E 0.594 58 2,250,064.4569 664,689.1288 58 59 S 87°06'16.46" E 0.213 59 2,250,064.4462 664,689.3418 59 60 N 12°34'42.26" E 5.370 60 2,250,069.6873 664,690.5112 60 61 S 49°09'03.70" E 4.148 61 2,250,066.9739 664,693.6492 61 62 S 26°51'29.33" W 1.179 62 2,250,065.9222 664,693.1166 62 44 S 59°14'03.59" W 3.930 44 2,250,063.9117 664,689.7394 SUPERFICIE = 38.400 m2 CUADRO DE CONSTRUCCION DE CUNETA LADO DERECHO TRAMO 1 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 80 2,250,062.0635 664,702.1816 80 81 S 06°37'00.98" E 4.301 81 2,250,057.7915 664,702.6771 81 82 N 85°10'46.15" E 0.325 82 2,250,057.8188 664,703.0005 82 83 N 05°36'04.90" W 4.303 83 2,250,062.1013 664,702.5805 83 84 N 26°54'40.83" E 1.284 84 2,250,063.2460 664,703.1615 84 85 S 63°05'19.17" E 1.648 85 2,250,062.5003 664,704.6306 85 86 S 06°47'44.26" W 4.595 86 2,250,057.9377 664,704.0869 86 87 S 50°34'56.49" W 2.406 87 2,250,056.4100 664,702.2283 87 88 S 63°28'50.17" W 1.352 88 2,250,055.8065 664,701.0188 88 89 S 30°06'39.83" W 16.803 89 2,250,041.2714 664,692.5894 89 90 S 85°17'16.00" W 0.704 90 2,250,041.2135 664,691.8874 90 31 N 87°47'58.74" W 0.567 31 2,250,041.2353 664,691.3207 31 43 N 26°45'00.28" E 0.587 43 2,250,041.7592 664,691.5848 43 93 N 27°33'25.01" E 18.181 93 2,250,057.8778 664,699.9960 93 80 N 27°34'16.41" E 4.722 80 2,250,062.0635 664,702.1816 SUPERFICIE = 44.715 m2 CUADRO DE CONSTRUCCION DE CUENTA LADO IZQUIERDO TRAMO 2 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 67 2,250,077.5773 664,699.2515 67 24 S 25°50'12.74" W 4.571 24 2,250,073.4629 664,697.2592 24 69 N 07°41'06.72" W 4.234 69 2,250,077.6593 664,696.6930 69 70 S 82°46'30.95" W 0.349 70 2,250,077.6155 664,696.3470 70 71 S 49°18'28.04" W 0.196 71 2,250,077.4879 664,696.1986 71 63 S 09°18'48.47" E 4.195 63 2,250,073.3487 664,696.8775 63 66 N 59°49'10.18" W 3.691 66 2,250,075.2041 664,693.6871 66 74 N 31°35'26.76" E 3.424 74 2,250,078.1203 664,695.4805 74 75 N 80°42'23.60" E 2.004 75 2,250,078.4439 664,697.4584 75 76 N 13°23'31.82" W 0.094 76 2,250,078.5355 664,697.4366 76 77 N 21°39'15.29" W 0.221 77 2,250,078.7410 664,697.3551 77 78 N 28°45'11.72" E 19.002 78 2,250,095.4004 664,706.4960 78 79 S 53°49'22.05" E 0.635 79 2,250,095.0258 664,707.0082 79 25 S 53°17'50.09" E 0.634 25 2,250,094.6467 664,707.5167 25 67 S 25°50'12.74" W 18.965 67 2,250,077.5773 664,699.2515 SUPERFICIE = 47.983 m2 CUADRO DE CONSTRUCCION DE CUNETA LADO DERECHO TRAMO 2 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 100 2,250,072.7712 664,710.7392 100 101 S 39°37'03.88" E 1.532 101 2,250,071.5911 664,711.7161 101 102 S 20°45'04.13" W 1.746 102 2,250,069.9583 664,711.0974 102 94 S 51°43'28.72" W 3.688 94 2,250,067.6739 664,708.2023 94 99 N 75°25'15.34" W 2.578 99 2,250,068.3229 664,705.7070 99 105 N 28°50'54.56" E 1.152 105 2,250,069.3320 664,706.2628 105 106 N 62°00'35.60" E 4.253 106 2,250,071.3279 664,710.0182 106 107 N 31°16'15.37" W 0.390 107 2,250,071.6615 664,709.8156 107 41 S 63°18'20.39" W 4.342 41 2,250,069.7109 664,705.9364 41 40 N 24°13'21.49" E 5.680 40 2,250,074.8912 664,708.2670 40 39 N 27°08'16.75" E 19.193 39 2,250,091.9710 664,717.0214 39 111 S 16°49'34.25" E 1.062 111 2,250,090.9547 664,717.3288 111 112 S 45°41'42.52" E 0.562 112 2,250,090.5622 664,717.7308 112 113 S 25°29'31.61" W 17.952 113 2,250,074.3581 664,710.0046 113 100 S 24°50'20.67" E 1.749 100 2,250,072.7712 664,710.7392 SUPERFICIE = 51.932 m2 CUADRO DE CONSTRUCCION DE ZAMPEADO LADO IZQUIERDO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 63 2,250,073.3487 664,696.8775 63 61 S 26°51'29.33" W 7.146 61 2,250,066.9739 664,693.6492 61 60 N 49°09'03.70" W 4.148 60 2,250,069.6873 664,690.5112 60 66 N 29°55'39.79" E 6.366 66 2,250,075.2041 664,693.6871 66 63 S 59°49'10.18" E 3.691 63 2,250,073.3487 664,696.8775 SUPERFICIE = 26.128 m2 CUADRO DE CONSTRUCCION DE ZAMPEADO LADO DERECHO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 94 2,250,067.6739 664,708.2023 94 85 S 34°37'11.03" W 6.287 85 2,250,062.5003 664,704.6306 85 84 N 63°05'19.17" W 1.648 84 2,250,063.2460 664,703.1615 84 97 N 26°54'40.83" E 2.310 97 2,250,065.3061 664,704.2072 97 98 N 25°10'49.54" E 2.218 98 2,250,067.3138 664,705.1511 98 99 N 28°50'54.56" E 1.152 99 2,250,068.3229 664,705.7070 99 94 S 75°25'15.34" E 2.578 94 2,250,067.6739 664,708.2023 SUPERFICIE = 12.342 m2 CUADRO DE CONSTRUCCION DE GUARNICION DERECHA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 33 2,250,041.7114 664,690.4206 33 35 N 27°35'01.61" E 22.954 35 2,250,062.0561 664,701.0493 35 37 N 25°20'52.58" E 14.628 37 2,250,075.2759 664,707.3118 37 38 N 27°25'03.45" E 20.096 38 2,250,093.1144 664,716.5653 LONGITUD = 86.303 m CUADRO DE CONSTRUCCION DE GUARNICION IZQUIERDA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 13 2,250,094.1860 664,708.3646 13 14 S 25°35'30.16" W 23.524 14 2,250,072.9696 664,698.2032 14 15 S 26°31'56.53" W 12.008 15 2,250,062.2260 664,692.8390 15 17 S 27°50'25.70" W 19.755 17 2,250,044.7578 664,683.6133 LONGITUD = 55.287 m CUADRO DE CONSTRUCCION DE BANQUETA DERECHA LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 31 2,250,041.2353 664,691.3207 31 33 N 62°07'18.91" W 1.018 33 2,250,041.7114 664,690.4206 33 34 N 27°39'49.89" E 0.512 34 2,250,042.1646 664,690.6582 34 35 N 27°34'55.04" E 22.442 35 2,250,062.0561 664,701.0493 35 36 N 25°11'21.79" E 8.989 36 2,250,070.1900 664,704.8749 36 37 N 25°36'02.32" E 5.640 37 2,250,075.2759 664,707.3118 37 38 N 27°25'03.45" E 20.096 38 2,250,093.1144 664,716.5653 38 39 S 21°44'55.61" E 1.231 39 2,250,091.9710 664,717.0214 39 40 S 27°08'16.75" W 19.193 40 2,250,074.8912 664,708.2670 40 41 S 24°13'21.49" W 5.680 41 2,250,069.7109 664,705.9364 41 42 S 26°09'03.29" W 8.472 42 2,250,062.1066 664,702.2027 42 43 S 27°33'25.01" W 22.951 43 2,250,041.7592 664,691.5848 43 31 S 26°45'00.28" W 0.587 31 2,250,041.2353 664,691.3207 SUPERFICIE = 58.276 m2 CUADRO DE CONSTRUCCION DE PAVIMENTO HIDRAULICO TRAMO 1 LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X A 2,249,932.8857 664,616.1315 A C N 28°12'51.47" E 5.385 C 2,249,937.6309 664,618.6773 C D N 31°50'53.37" E 3.938 D 2,249,940.9760 664,620.7552 D E N 30°48'01.74" E 7.239 E 2,249,947.1936 664,624.4618 E F S 60°48'06.02" E 2.984 F 2,249,945.7379 664,627.0666 F G S 69°08'06.67" E 3.532 G 2,249,944.4798 664,630.3673 G H S 25°14'44.49" W 4.729 H 2,249,940.2027 664,628.3504 H I S 30°47'08.61" W 3.927 I 2,249,936.8288 664,626.3404 I J S 34°19'50.83" W 7.912 J 2,249,930.2955 664,621.8785 J A N 65°44'20.15" W 6.304 A 2,249,932.8857 664,616.1315 SUPERFICIE = 110.642 m2 CUADRO DE CONSTRUCCION DE PAVIMENTO HIDRAULICO LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,250,044.8491 664,683.9419 1 3 N 27°50'13.37" E 19.509 3 2,250,062.1008 664,693.0519 3 4 N 26°22'35.54" E 12.036 4 2,250,072.8836 664,698.3991 4 5 N 25°32'48.69" E 23.770 5 2,250,094.3297 664,708.6499 5 6 N 29°00'02.19" E 2.807 6 2,250,096.7846 664,710.0107 6 7 S 61°29'46.11" E 3.526 7 2,250,095.1022 664,713.1089 7 8 S 62°41'17.43" E 3.875 8 2,250,093.3240 664,716.5522 8 9 S 27°39'35.14" W 20.285 9 2,250,075.3568 664,707.1353 9 10 S 25°27'32.25" W 14.677 10 2,250,062.1050 664,700.8262 10 11 S 27°30'28.61" W 22.865 11 2,250,041.8253 664,690.2657 11 12 N 64°01'41.47" W 3.495 12 2,250,043.3557 664,687.1240 12 1 N 64°51'35.53" W 3.515 1 2,250,044.8491 664,683.9419 SUPERFICIE = 405.998 m2 5 5 5 5 VISTA FRONTAL ESC.: S/E CABEZOTE DERECHO 2.00 x 1.75 m. 5 5 5 5 reforzado de 2.00 x Cajones de concreto 5 Drenes tubo PVC de 3" @ 2.00 m. 5 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, based, concrete, dam, drawer, drawers, DWG, formed, full, hydraulic, hydroelectric, lines, prefabricated, Project, tube, work, works