Road Design DWG Full Project for AutoCAD

Road Design DWG Full Project for AutoCAD

Geometric design; SURVEYING; SEÑALETICA; PROFILE; PRESENTATION OF EXECUTIVE PROJECT; DESIGN STANDARDS AND SECTIONS OF ROAD;

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

north, izucar de, matamoros, tilapa, tlapanala, the galarza, epatlan, teopantlan, ahuatlan, san juan, raboso, matzaco, ayutla, the pools, the amates, san miguel las minas, chietla, atencingo, lemons, colucan, san carlos, izucar, for, tricity, pro, stone, elec, mexico, telmex, cfe, high, yield the, step, main profile, type of, material, factor, abundance, compaction, ordinates of the, mass curve , embankment, cut, subgrade, terrain, volume, thickness, elevation, entrance, exit, ste, over-elevations, axis, left edge, right edge, roadway width, curve box, curve, delta, radius, arc , stan, rope, course rope, axis construction, side, distance, bearing, coordinates, est, school, fovissste, hospital, saccharose road, street palo alto, fresno street, monte alban street, calle rio lerma, c . jose maria martinez, c. philadelphia, c. waterfall, reform, c. emiliano zapata, c. and. carranza, priv. luisa escamilla, private, from the garden, oaxaca, san carlos, izucar center, avenida oaxaca, seca, the distances are in meters., h. city ​​council izcar de matamoros., location sketch, carranza, venustiano, tlaxco, jalpan, pantepec, mena, francisco z., warrior, ayotoxco, tenampulco, acateno, chignautla, hueytamalco, xiutetelco, teziutlan, hueyapan, castle, avila, teteles, yaonahuac, tuzamapan, galeana, coatepec, jonotla, caxhuacan, huehuetla, olintla, tlaola, chiconcuautla, juan, galindo, jopala, amixtlan, tepatlan, san felipe, tlapacoya, ahuacatlan, zihuateutla, xicotepec, hermenegildo, zaragoza, zautla, huitzilan de serdan , vicente suarez, xochitlan, ixtepec, zoquiapan, allende, nauzontla, zacapoaxtla, of mendez, zapotitlan, hueytlalpan, xochiapulco, tetela, ixtacamaxtitlan, herextla, ocampo, zacatlan, cuautempan, zongozotla, rodriguez, tepetzintla, camocuautla, tepango, ignacio, atempan , tlatlauquitepec, cuetzalan del, progreso, chichiquila, quimixtlan, lafragua, chilchotla, esperanza, atzitzintla, oriental, san jose, chiapa, air, san, good, nicolas, cuyaaco, ocotepec, libre, acajete, lara, graj ales, rafael, nopalucan, mazapiltepec, quecholac, palmar, bravo, yehualtepec, general felipe, angeles, aljojuca, atenco, the dry, huitziltepec, atoyatempan, madero, cuapiaxtla, tlanepantla, santo tomas hueyotlipan, mixtla, cuauhtemoc, tepeyahualco, tochtepec , tepeaca, tepatlaxco, hidalgo, acatzingo, huixcolotla, san salvador, juarez, los reyes, tecamachalco, soltepec, salvador, chalchicomula de sesma, tlachichuca, guadalupe, victoria, veracruz-llave, estado, naupan, ahuazotepec, pahuatlan, chila honey, chignahuapan, cuautlancingo, juan c. bonilla, tlaltenango, martin, texmelucan, calpan, arenas, sunday, chiautzingo, teotlalcingo, huejotzingo, tlalancaleca, san matias, san miguel, xoxtla, coronango, grande, huehuetlan, magdalena, san juan atzompa, puebla, san andres, cholula, cuautinchan , amozoc, gregorio, atzompa, tochimiltzingo, the table, san diego, tepeojuma, huaquechula, tecuanipan, san jeronimo, santa isabel, tianguismanalco, nealtican, atlixco, san pedro, ocoyucan, cohuecan, atzitzihuacan, tochimilco, tepemaxalco, ranchos, san nicolas of, green, tlahuapan, tzicatlacoyan, herrera, tecali de, tlaxcala, huachinango, tlacuilotepec, eloxochitlan, zoquitlan, zinacatepec, altepexi, san gabriel, antoni, vicente, ajalpan, coyomeapan, san jose miahuatlan, coxcatlan, chilac, chapulco, tlacotepec de, tepanco, lopez, benito juarez, molcaxac, xayacatlan, jeronimo, coyotepec, tepexi, ixcaquixtla, totoltepec, mendez, saints, all, atexcal, chila, miguel, ixitlan, petlalcingo, miahuatlan, tehuacan, caltepec, santiago, oaxaca, san sebastian, tlacotepec, cuayuca de, andrade, ahuatempan, santa ines, zacapala, huatlatlauca, santa catarina, coatzingo, tlaltempan, chigmecatitlan, xochiltepec, atzala, san martin, tehuitzingo, yeloixtlahuaca, acatlan, anicano, pablo, ahuehuetitla, tulcingo, tecomatlan , chinantla, salt, chila de, axutla, piaxtla, boy, tepexco, jolalpan, teotlalco, albino zertuche, cohetzala, ixcamilpa, xicotlan, chiautla, morelos, acteopan, municipality of izúcar de matamoros, locality, izucar de matamoros, director of public works, urban development, c. claudia gonzalez romero, scale:, dimensions :, mts., concrete paving, hydraulic in the av. oaxaca, plane no., center s.c.t. puebla, communications secretary, scope, municipality, general director of the center sct, l.c. raul salvador aguirre valencia, ing. javier garcia cansino, deputy director of works, ing. jose oscar ayala bernal, ing. rufino aguilar ginez, resident of work of conservation puebla, resident gral. of conservation, roads, municipal president :, dr. manuel madero gonzález, and territorial ordinance, date :, and transports, location, pavement with hydraulic concrete oaxaca avenue in the town of izucar de matamoros, sections for oaxaca avenue, plant and curves diagram, profile oaxaca avenue, floor plan, profile and sections,

Raw text data extracted from CAD file:

NORTE IZUCAR DE MATAMOROS TILAPA TLAPANALA LA GALARZA EPATLAN TEOPANTLAN AHUATLAN SAN JUAN RABOSO MATZACO AYUTLA LAS PILETAS LOS AMATES SAN MIGUEL LAS MINAS CHIETLA ATENCINGO LOS LIMONES COLUCAN SAN CARLOS IZUCAR PARA EL O TRIC IDAD PRO GRES ELEC DE MEXICO AP TELMEX CFE CFE CFE \A1;12.0000 \A1;12.0000 4 0 k m / h \T0.8;SIS-17 4O\H1.25x; km/h\H1.6667x; ALTO CEDA EL SR-7 PASO 0.60 0.30 0.70 0.30 45 44 43 42 41 40 39 38 37 36 35 34 33 32 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL PRINCIPAL PCV=0+312.56 Elev=103.54 PIV=0+317.56 Elev=103.60 PTV=0+322.56 Elev=103.57 PCV=0+765.61 Elev=100.63 PIV=0+770.61 Elev=100.60 PTV=0+775.61 Elev=100.56 PCV=1+131.48 Elev=97.55 PIV=1+141.48 Elev=97.47 PTV=1+151.48 Elev=97.43 PCV=1+511.00 Elev=96.15 PIV=1+526.00 Elev=96.10 PTV=1+541.00 Elev=96.04 PCV=1+864.17 Elev=94.66 PIV=1+879.17 Elev=94.60 PTV=1+894.17 Elev=94.46 PCV=1+991.55 Elev=93.54 PIV=2+006.55 Elev=93.40 PTV=2+021.55 Elev=93.43 +1.3383 % en 164.92m +1.1717 % en 147.64m -0.6626 % en 443.05m -0.8435 % en 355.88m -0.3562 % en 359.52m -0.4247 % en 323.17m -0.9420 % en 97.38m +0.2027 % en 83.68m -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 97 98 99 100 101 102 103 L C R=99.60 T.N.=100.00 OFF=-4.60 R=100.00 OFF=4.60 R=100.00 AREA DE CORTE = 4.44m2 AREA DE TERRAPLEN = 0.19m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 0+000.00 10,000 0.00 0.00 0.40 99.60 100.00 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 97 98 99 100 101 102 103 L C R=99.87 T.N.=100.33 OFF=-4.54 R=100.33 OFF=4.54 R=100.33 AREA DE CORTE = 4.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 0+020.00 10,119 2.52 121.03 0.46 99.87 100.33 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 98 99 100 101 102 103 L C R=100.14 T.N.=100.66 OFF=-4.50 R=100.66 OFF=4.50 R=100.66 AREA DE CORTE = 5.34m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 0+040.00 10,251 0.62 132.72 0.52 100.14 100.66 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 98 99 100 101 102 103 L C R=100.41 T.N.=100.99 OFF=-4.50 R=100.99 OFF=4.50 R=100.99 AREA DE CORTE = 5.88m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 0+060.00 10,397 0.00 145.97 0.58 100.41 100.99 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 98 99 100 101 102 103 104 L C R=100.68 T.N.=101.29 OFF=-4.50 R=101.29 OFF=4.50 R=101.29 AREA DE CORTE = 6.23m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 0+080.00 10,554 0.00 157.51 0.62 100.68 101.29 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 98 99 100 101 102 103 104 L C R=100.94 T.N.=101.59 OFF=-4.50 R=101.59 OFF=4.50 R=101.57 AREA DE CORTE = 6.46m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 0+100.00 10,719 0.00 165.02 0.65 100.94 101.59 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 99 100 101 102 103 104 L C R=101.21 T.N.=101.83 OFF=-4.50 R=101.83 OFF=4.50 R=101.83 AREA DE CORTE = 6.22m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 0+120.00 10,884 0.00 164.81 0.62 101.21 101.83 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 99 100 101 102 103 104 105 L C R=101.48 T.N.=102.00 OFF=-4.50 R=102.00 OFF=4.50 R=102.00 AREA DE CORTE = 5.34m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 0+140.00 11,034 0.00 150.28 0.52 101.48 102.00 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 99 100 101 102 103 104 105 L C R=101.75 T.N.=102.17 OFF=-4.57 R=102.17 OFF=4.58 R=102.17 AREA DE CORTE = 4.61m2 AREA DE TERRAPLEN = 0.14m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 0+160.00 11,162 1.37 129.42 0.42 101.75 102.17 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 99 100 101 102 103 104 105 L C R=101.99 T.N.=102.42 OFF=-4.56 R=102.43 OFF=4.57 R=102.42 AREA DE CORTE = 4.68m2 AREA DE TERRAPLEN = 0.11m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 0+180.00 11,281 2.52 120.82 0.43 101.99 102.42 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 100 101 102 103 104 105 L C R=102.22 T.N.=102.75 OFF=-4.50 R=102.75 OFF=4.50 R=102.74 AREA DE CORTE = 5.35m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 0+200.00 11,410 1.15 130.46 0.52 102.22 102.75 TOTAL VOLUMEN CORTE = 1,418.04m3 TOTAL VOLUMEN TERRAPLEN = -8.17m3 110 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL PRINCIPAL PCV=0+312.56 Elev=103.54 PIV=0+317.56 Elev=103.60 PTV=0+322.56 Elev=103.57 PCV=0+765.61 Elev=100.63 PIV=0+770.61 Elev=100.60 PTV=0+775.61 Elev=100.56 PCV=1+131.48 Elev=97.55 PIV=1+141.48 Elev=97.47 PTV=1+151.48 Elev=97.43 PCV=1+511.00 Elev=96.15 PIV=1+526.00 Elev=96.10 PTV=1+541.00 Elev=96.04 PCV=1+864.17 Elev=94.66 PIV=1+879.17 Elev=94.60 PTV=1+894.17 Elev=94.46 PCV=1+991.55 Elev=93.54 PIV=2+006.55 Elev=93.40 PTV=2+021.55 Elev=93.43 +1.3383 % en 164.92m +1.1717 % en 147.64m -0.6626 % en 443.05m -0.8435 % en 355.88m -0.3562 % en 359.52m -0.4247 % en 323.17m -0.9420 % en 97.38m +0.2027 % en 83.68m -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 L C R=102.22 T.N.=102.75 OFF=-7.00 R=102.76 OFF=7.00 R=102.74 AREA DE CORTE = 9.55m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 0+200.00 10,000 0.00 0.00 0.52 102.22 102.75 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=102.46 T.N.=103.04 OFF=-7.00 R=103.04 OFF=7.00 R=103.05 AREA DE CORTE = 10.46m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 0+220.00 10,260 0.00 260.09 0.58 102.46 103.04 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=102.69 T.N.=103.24 OFF=-7.00 R=103.24 OFF=7.00 R=103.25 AREA DE CORTE = 9.93m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 0+240.00 10,525 0.00 265.03 0.55 102.69 103.24 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=102.93 T.N.=103.44 OFF=-7.00 R=103.43 OFF=7.00 R=103.44 AREA DE CORTE = 9.39m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 0+260.00 10,776 0.00 251.16 0.51 102.93 103.44 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 101 102 103 104 105 106 L C R=103.16 T.N.=103.63 OFF=-6.91 R=103.61 OFF=6.96 R=103.61 AREA DE CORTE = 8.85m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+280.00 0+280.00 11,013 0.00 237.19 0.47 103.16 103.63 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 101 102 103 104 105 106 L C R=103.39 T.N.=103.83 OFF=-6.48 R=103.83 OFF=6.84 R=103.84 AREA DE CORTE = 8.33m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+300.00 0+300.00 11,237 0.04 223.37 0.43 103.39 103.83 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 101 102 103 104 105 106 107 L C R=103.58 T.N.=103.98 OFF=-6.09 R=104.01 OFF=6.74 R=104.02 AREA DE CORTE = 7.99m2 AREA DE TERRAPLEN = 0.03m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+320.00 0+320.00 11,449 0.31 212.18 0.41 103.58 103.98 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 101 102 103 104 105 106 L C R=103.45 T.N.=103.85 OFF=-6.12 R=103.88 OFF=6.77 R=103.90 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.03m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+340.00 0+340.00 11,655 0.62 206.87 0.40 103.45 103.85 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 101 102 103 104 105 106 L C R=103.32 T.N.=103.72 OFF=-6.15 R=103.75 OFF=6.80 R=103.76 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+360.00 0+360.00 11,860 0.72 205.93 0.40 103.32 103.72 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 101 102 103 104 105 106 L C R=103.19 T.N.=103.59 OFF=-6.18 R=103.62 OFF=6.83 R=103.63 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+380.00 0+380.00 12,065 0.76 205.93 0.40 103.19 103.59 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=103.05 T.N.=103.45 OFF=-6.21 R=103.49 OFF=6.86 R=103.50 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+400.00 0+400.00 12,270 0.81 205.93 0.40 103.05 103.45 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=102.92 T.N.=103.32 OFF=-6.24 R=103.36 OFF=6.89 R=103.37 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+420.00 0+420.00 12,476 0.86 205.93 0.40 102.92 103.32 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=102.79 T.N.=103.19 OFF=-6.27 R=103.22 OFF=6.92 R=103.24 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+440.00 0+440.00 12,681 0.91 205.93 0.40 102.79 103.19 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 106 L C R=102.66 T.N.=103.06 OFF=-6.29 R=103.09 OFF=6.95 R=103.11 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+460.00 0+460.00 12,885 0.96 205.93 0.40 102.66 103.06 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 L C R=102.52 T.N.=102.92 OFF=-6.32 R=102.96 OFF=6.98 R=102.97 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+480.00 0+480.00 13,090 1.01 205.93 0.40 102.52 102.92 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 L C R=102.39 T.N.=102.79 OFF=-6.35 R=102.83 OFF=7.01 R=102.84 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+500.00 0+500.00 13,295 1.07 205.92 0.40 102.39 102.79 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 L C R=102.26 T.N.=102.66 OFF=-6.38 R=102.70 OFF=7.04 R=102.67 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+520.00 0+520.00 13,500 1.11 205.92 0.40 102.26 102.66 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 100 101 102 103 104 105 L C R=102.13 T.N.=102.53 OFF=-6.41 R=102.56 OFF=7.05 R=102.52 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+540.00 0+540.00 13,705 1.15 205.91 0.40 102.13 102.53 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 105 L C R=101.99 T.N.=102.39 OFF=-6.44 R=102.43 OFF=7.05 R=102.39 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+560.00 0+560.00 13,910 1.17 205.91 0.40 101.99 102.39 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 105 L C R=101.86 T.N.=102.26 OFF=-6.47 R=102.30 OFF=7.05 R=102.26 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+580.00 0+580.00 14,114 1.20 205.90 0.40 101.86 102.26 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 105 L C R=101.73 T.N.=102.13 OFF=-6.50 R=102.17 OFF=7.05 R=102.13 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+600.00 0+600.00 14,319 1.22 205.89 0.40 101.73 102.13 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 105 L C R=101.60 T.N.=102.00 OFF=-6.53 R=102.04 OFF=7.05 R=101.99 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+620.00 0+620.00 14,524 1.24 205.89 0.40 101.60 102.00 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 L C R=101.46 T.N.=101.86 OFF=-6.56 R=101.90 OFF=7.05 R=101.86 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+640.00 0+640.00 14,728 1.27 205.88 0.40 101.46 101.86 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 L C R=101.33 T.N.=101.73 OFF=-6.59 R=101.77 OFF=7.05 R=101.73 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+660.00 0+660.00 14,933 1.29 205.87 0.40 101.33 101.73 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 99 100 101 102 103 104 L C R=101.20 T.N.=101.60 OFF=-6.62 R=101.64 OFF=7.05 R=101.59 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+680.00 0+680.00 15,137 1.32 205.86 0.40 101.20 101.60 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 104 L C R=101.07 T.N.=101.47 OFF=-6.65 R=101.51 OFF=7.05 R=101.46 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+700.00 0+700.00 15,342 1.35 205.85 0.40 101.07 101.47 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 104 L C R=100.93 T.N.=101.33 OFF=-6.68 R=101.38 OFF=7.05 R=101.33 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+720.00 0+720.00 15,546 1.37 205.83 0.40 100.93 101.33 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 104 L C R=100.80 T.N.=101.20 OFF=-6.71 R=101.25 OFF=7.05 R=101.20 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+740.00 0+740.00 15,751 1.40 205.82 0.40 100.80 101.20 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 104 L C R=100.67 T.N.=101.07 OFF=-6.74 R=101.11 OFF=7.05 R=101.06 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+760.00 0+760.00 15,955 1.43 205.81 0.40 100.67 101.07 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.52 T.N.=100.92 OFF=-6.58 R=100.96 OFF=7.06 R=100.91 AREA DE CORTE = 7.89m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+780.00 0+780.00 16,159 1.41 205.51 0.40 100.52 100.92 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+800.00 0+800.00 16,363 1.27 204.85 0.40 100.35 100.75 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.18 T.N.=100.58 OFF=-5.87 R=100.06 OFF=7.06 R=100.57 AREA DE CORTE = 7.74m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.37m2 BASE = 2.37m2 CONCRETO HIDRAULICO = 2.37m2 -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+820.00 0+820.00 16,565 1.11 202.92 0.39 100.18 100.58 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+840.00 0+840.00 16,761 1.07 197.74 0.39 100.01 100.40 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+860.00 0+860.00 16,951 1.12 190.55 0.39 99.84 100.23 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+880.00 0+880.00 17,133 1.17 183.46 0.39 99.68 100.06 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+900.00 0+900.00 17,308 1.22 176.49 0.38 99.51 99.89 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+920.00 0+920.00 17,477 1.26 169.63 0.38 99.34 99.72 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+940.00 0+940.00 17,638 1.27 162.88 0.38 99.17 99.55 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+960.00 0+960.00 17,793 1.26 156.24 0.38 99.00 99.38 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+980.00 0+980.00 17,942 1.22 149.71 0.37 98.83 99.21 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+000.00 1+000.00 18,084 1.19 143.29 0.37 98.66 99.03 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+020.00 1+020.00 18,220 1.15 136.99 0.37 98.49 98.86 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+040.00 1+040.00 18,349 1.11 130.79 0.37 98.33 98.69 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+060.00 1+060.00 18,473 1.07 124.71 0.36 98.16 98.52 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+080.00 1+080.00 18,591 1.02 118.74 0.36 97.99 98.35 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+100.00 1+100.00 18,703 0.97 112.88 0.36 97.82 98.18 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+120.00 1+120.00 18,809 0.92 107.13 0.36 97.65 98.01 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 95 96 97 98 99 100 L C R=97.49 T.N.=97.87 OFF=-6.62 R=97.93 OFF=6.55 R=97.93 AREA DE CORTE = 7.73m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+140.00 1+140.00 18,960 1.04 152.62 0.38 97.49 97.87 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 95 96 97 98 99 100 L C R=97.40 T.N.=97.81 OFF=-6.62 R=97.85 OFF=6.61 R=97.85 AREA DE CORTE = 7.94m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+160.00 1+160.00 19,163 1.01 203.77 0.40 97.40 97.81 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 95 96 97 98 99 100 L C R=97.33 T.N.=97.74 OFF=-6.62 R=97.77 OFF=6.67 R=97.78 AREA DE CORTE = 7.97m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+180.00 1+180.00 19,369 0.83 206.86 0.40 97.33 97.74 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 95 96 97 98 99 100 L C R=97.26 T.N.=97.67 OFF=-6.61 R=97.70 OFF=6.72 R=97.71 AREA DE CORTE = 7.99m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+200.00 1+200.00 19,576 0.83 207.44 0.41 97.26 97.67 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 95 96 97 98 99 100 L C R=97.19 T.N.=97.60 OFF=-6.61 R=97.63 OFF=6.78 R=97.64 AREA DE CORTE = 8.01m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+220.00 1+220.00 19,783 0.83 208.01 0.41 97.19 97.60 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=97.12 T.N.=97.53 OFF=-6.61 R=97.56 OFF=6.84 R=97.57 AREA DE CORTE = 8.03m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+240.00 1+240.00 19,991 0.82 208.58 0.41 97.12 97.53 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=97.05 T.N.=97.46 OFF=-6.60 R=97.49 OFF=6.90 R=97.50 AREA DE CORTE = 8.05m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+260.00 1+260.00 20,199 0.82 209.14 0.41 97.05 97.46 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=96.98 T.N.=97.39 OFF=-6.60 R=97.42 OFF=6.96 R=97.43 AREA DE CORTE = 8.08m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+280.00 1+280.00 20,408 0.81 209.69 0.41 96.98 97.39 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=96.91 T.N.=97.32 OFF=-6.60 R=97.35 OFF=7.02 R=97.34 AREA DE CORTE = 8.10m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+300.00 1+300.00 20,617 0.79 210.24 0.41 96.91 97.32 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=96.83 T.N.=97.25 OFF=-6.59 R=97.28 OFF=7.04 R=97.25 AREA DE CORTE = 8.12m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+320.00 1+320.00 20,827 0.76 210.79 0.42 96.83 97.25 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=96.76 T.N.=97.18 OFF=-6.62 R=97.20 OFF=7.03 R=97.18 AREA DE CORTE = 8.13m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+340.00 1+340.00 21,038 0.72 211.18 0.42 96.76 97.18 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=96.69 T.N.=97.11 OFF=-6.72 R=97.14 OFF=7.04 R=97.11 AREA DE CORTE = 8.11m2 AREA DE TERRAPLEN = 0.04m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+360.00 1+360.00 21,248 0.77 211.02 0.42 96.69 97.11 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 100 L C R=96.62 T.N.=97.03 OFF=-6.82 R=97.07 OFF=7.04 R=97.03 AREA DE CORTE = 8.08m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+380.00 1+380.00 21,458 0.89 210.46 0.41 96.62 97.03 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.55 T.N.=96.96 OFF=-6.92 R=97.00 OFF=7.04 R=96.96 AREA DE CORTE = 8.06m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+400.00 1+400.00 21,667 1.03 209.90 0.41 96.55 96.96 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.48 T.N.=96.89 OFF=-7.02 R=96.91 OFF=7.04 R=96.89 AREA DE CORTE = 8.04m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+420.00 1+420.00 21,875 1.17 209.33 0.41 96.48 96.89 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.41 T.N.=96.81 OFF=-7.04 R=96.81 OFF=7.04 R=96.81 AREA DE CORTE = 8.02m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+440.00 1+440.00 22,082 1.28 208.75 0.41 96.41 96.81 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.34 T.N.=96.74 OFF=-7.04 R=96.74 OFF=7.04 R=96.74 AREA DE CORTE = 7.99m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+460.00 1+460.00 22,289 1.36 208.16 0.41 96.34 96.74 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.26 T.N.=96.67 OFF=-7.05 R=96.67 OFF=7.05 R=96.67 AREA DE CORTE = 7.97m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+480.00 1+480.00 22,495 1.44 207.56 0.40 96.26 96.67 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.19 T.N.=96.60 OFF=-7.05 R=96.59 OFF=7.05 R=96.60 AREA DE CORTE = 7.95m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+500.00 1+500.00 22,701 1.52 206.97 0.40 96.19 96.60 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 94 95 96 97 98 99 L C R=96.12 T.N.=96.52 OFF=-7.05 R=96.52 OFF=7.05 R=96.52 AREA DE CORTE = 7.94m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+520.00 1+520.00 22,905 1.58 206.51 0.40 96.12 96.52 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 99 L C R=96.04 T.N.=96.44 OFF=-7.05 R=96.44 OFF=7.05 R=96.44 AREA DE CORTE = 7.88m2 AREA DE TERRAPLEN = 0.09m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+540.00 1+540.00 23,109 1.70 205.64 0.40 96.04 96.44 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 L C R=95.96 T.N.=96.35 OFF=-7.06 R=96.35 OFF=7.06 R=96.35 AREA DE CORTE = 7.83m2 AREA DE TERRAPLEN = 0.10m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+560.00 1+560.00 23,312 1.88 204.26 0.39 95.96 96.35 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 99 L C R=95.87 T.N.=96.26 OFF=-7.06 R=96.26 OFF=7.06 R=96.26 AREA DE CORTE = 7.78m2 AREA DE TERRAPLEN = 0.11m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+580.00 1+580.00 23,513 2.06 202.92 0.39 95.87 96.26 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 99 L C R=95.79 T.N.=96.17 OFF=-7.07 R=96.17 OFF=7.07 R=96.17 AREA DE CORTE = 7.73m2 AREA DE TERRAPLEN = 0.12m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+600.00 1+600.00 23,712 2.24 201.59 0.38 95.79 96.17 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 99 L C R=95.70 T.N.=96.08 OFF=-7.07 R=96.08 OFF=7.07 R=96.08 AREA DE CORTE = 7.68m2 AREA DE TERRAPLEN = 0.13m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+620.00 1+620.00 23,910 2.41 200.28 0.38 95.70 96.08 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 99 L C R=95.62 T.N.=95.99 OFF=-7.07 R=95.99 OFF=7.08 R=95.99 AREA DE CORTE = 7.63m2 AREA DE TERRAPLEN = 0.13m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+640.00 1+640.00 24,106 2.59 198.98 0.38 95.62 95.99 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 L C R=95.53 T.N.=95.90 OFF=-7.08 R=95.90 OFF=7.08 R=95.90 AREA DE CORTE = 7.58m2 AREA DE TERRAPLEN = 0.14m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+660.00 1+660.00 24,301 2.77 197.69 0.37 95.53 95.90 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 L C R=95.45 T.N.=95.81 OFF=-7.08 R=95.82 OFF=7.08 R=95.81 AREA DE CORTE = 7.53m2 AREA DE TERRAPLEN = 0.15m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+680.00 1+680.00 24,495 2.95 196.42 0.37 95.45 95.81 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 L C R=95.36 T.N.=95.72 OFF=-7.08 R=95.73 OFF=7.09 R=95.72 AREA DE CORTE = 7.48m2 AREA DE TERRAPLEN = 0.16m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+700.00 1+700.00 24,687 3.13 195.16 0.36 95.36 95.72 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 L C R=95.28 T.N.=95.64 OFF=-7.09 R=95.64 OFF=7.09 R=95.63 AREA DE CORTE = 7.43m2 AREA DE TERRAPLEN = 0.17m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+720.00 1+720.00 24,877 3.31 193.91 0.36 95.28 95.64 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 93 94 95 96 97 98 L C R=95.19 T.N.=95.55 OFF=-7.09 R=95.55 OFF=7.10 R=95.54 AREA DE CORTE = 7.39m2 AREA DE TERRAPLEN = 0.18m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+740.00 1+740.00 25,066 3.49 192.67 0.36 95.19 95.55 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=95.11 T.N.=95.46 OFF=-7.09 R=95.47 OFF=7.10 R=95.46 AREA DE CORTE = 7.40m2 AREA DE TERRAPLEN = 0.18m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+760.00 1+760.00 25,255 3.54 192.27 0.36 95.11 95.46 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=95.02 T.N.=95.39 OFF=-7.08 R=95.39 OFF=7.09 R=95.38 AREA DE CORTE = 7.49m2 AREA DE TERRAPLEN = 0.16m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+780.00 1+780.00 25,445 3.35 193.63 0.36 95.02 95.39 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=94.94 T.N.=95.31 OFF=-7.08 R=95.31 OFF=7.08 R=95.31 AREA DE CORTE = 7.58m2 AREA DE TERRAPLEN = 0.14m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+800.00 1+800.00 25,638 3.03 195.90 0.37 94.94 95.31 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=94.85 T.N.=95.23 OFF=-7.07 R=95.23 OFF=7.07 R=95.23 AREA DE CORTE = 7.66m2 AREA DE TERRAPLEN = 0.13m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+820.00 1+820.00 25,834 2.72 198.16 0.38 94.85 95.23 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=94.77 T.N.=95.15 OFF=-7.06 R=95.15 OFF=7.07 R=95.15 AREA DE CORTE = 7.75m2 AREA DE TERRAPLEN = 0.11m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+840.00 1+840.00 26,032 2.41 200.41 0.39 94.77 95.15 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=94.68 T.N.=95.07 OFF=-7.06 R=95.08 OFF=7.06 R=95.07 AREA DE CORTE = 7.84m2 AREA DE TERRAPLEN = 0.10m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+860.00 1+860.00 26,232 2.10 202.65 0.39 94.68 95.07 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 98 L C R=94.57 T.N.=94.99 OFF=-7.03 R=94.99 OFF=7.04 R=94.99 AREA DE CORTE = 8.13m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+880.00 1+880.00 26,438 1.44 207.52 0.42 94.57 94.99 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 L C R=94.40 T.N.=94.80 OFF=-7.05 R=94.81 OFF=7.05 R=94.80 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+900.00 1+900.00 26,646 1.30 208.62 0.40 94.40 94.80 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 92 93 94 95 96 97 L C R=94.22 T.N.=94.62 OFF=-7.05 R=94.62 OFF=7.05 R=94.61 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+920.00 1+920.00 26,850 1.65 205.97 0.40 94.22 94.62 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 97 L C R=94.03 T.N.=94.43 OFF=-6.97 R=94.48 OFF=7.05 R=94.43 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+940.00 1+940.00 27,054 1.61 206.01 0.40 94.03 94.43 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 97 L C R=93.84 T.N.=94.24 OFF=-6.79 R=94.28 OFF=7.05 R=94.24 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.07m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+960.00 1+960.00 27,259 1.49 206.02 0.40 93.84 94.24 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 97 L C R=93.65 T.N.=94.05 OFF=-6.61 R=94.09 OFF=7.05 R=94.05 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+980.00 1+980.00 27,464 1.33 206.01 0.40 93.65 94.05 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 L C R=93.48 T.N.=93.86 OFF=-6.43 R=93.91 OFF=7.06 R=93.86 AREA DE CORTE = 7.76m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+000.00 2+000.00 27,666 1.38 203.87 0.39 93.48 93.86 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 L C R=93.43 T.N.=93.84 OFF=-6.57 R=93.87 OFF=7.04 R=93.84 AREA DE CORTE = 8.03m2 AREA DE TERRAPLEN = 0.05m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+020.00 2+020.00 27,870 1.22 205.32 0.41 93.43 93.84 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 L C R=93.47 T.N.=93.89 OFF=-6.88 R=93.92 OFF=7.02 R=93.89 AREA DE CORTE = 8.22m2 AREA DE TERRAPLEN = 0.03m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+040.00 2+040.00 28,081 0.74 211.31 0.43 93.47 93.89 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 L C R=93.51 T.N.=93.95 OFF=-7.01 R=93.95 OFF=7.01 R=93.95 AREA DE CORTE = 8.41m2 AREA DE TERRAPLEN = 0.01m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+060.00 2+060.00 28,297 0.33 216.12 0.44 93.51 93.95 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 L C R=93.55 T.N.=94.00 OFF=-7.00 R=94.00 OFF=7.00 R=94.00 AREA DE CORTE = 8.56m2 AREA DE TERRAPLEN = 0.00m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 0.1:5 0.1:5 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+080.00 2+080.00 28,517 0.05 220.50 0.45 93.55 94.00 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 97 L C R=93.59 T.N.=94.00 OFF=-7.04 R=94.00 OFF=7.04 R=94.00 AREA DE CORTE = 8.05m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+100.00 2+100.00 28,732 0.60 215.85 0.41 93.59 94.00 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 91 92 93 94 95 96 97 L C R=93.60 T.N.=94.00 OFF=-7.05 R=94.00 OFF=7.05 R=94.00 AREA DE CORTE = 7.92m2 AREA DE TERRAPLEN = 0.08m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 2+105.24 2+105.24 28,786 0.37 54.39 0.40 93.60 94.00 TOTAL VOLUMEN CORTE = 18,911.23m3 TOTAL VOLUMEN TERRAPLEN = -124.89m3 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+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+100.00 2+105.24 2+080.00 D = 19°21'28.87" der ST = 6.515 PI = 0+085.66 Gc = 30°0'0.00" Lc = 12.905 Rc = 38.197 Sc = 2.00% Ac = 0.00 Le entrada = 4.34 Le salida = 10.00 PC=0+079.15 PT=0+092.06 D = 22°14'38.73" der STe = 14.543 c D = 1°14'38.73" e q = 10°30'0.00" PI = 0+160.59 Gc = 30°0'0.00" Lc = 0.829 Rc = 38.197 Xc = 13.953 Yc = 0.853 k = 6.992 p = 0.214 Le = 14.00 Sc = 2.00% Ac = 0.00 TE=0+146.04 EC=0+160.04 CE=0+160.87 ET=0+174.87 SOBRE-ELEVACIONES EJE BORDE IZQUIERDO BORDE DERECHO 0+074.81 0+079.15 0+083.49 0+087.06 0+097.06 0+107.06 0+083.49 0+087.06 +2.0% -2.0% -2.0% -2.0% 0+132.04 0+146.04 0+160.04 0+160.87 0+174.87 0+188.87 0+160.04 0+160.87 +2.0% -2.0% -2.0% -2.0% ANCHO DE CALZADA BORDE IZQUIERDO BORDE DERECHO 0+079.15 0+083.49 0+087.06 0+097.06 Sac=0.0cm 0+146.04 0+160.04 0+160.87 0+174.87 Sac=0.0cm AZ=107°44'30.63" TAN=79.15m D = 19°21'28.87" der ST = 6.515 PI = 0+085.66 Gc = 30°0'0.00" Lc = 12.905 Rc = 38.197 Sc = 2.00% Ac = 0.00 Le entrada = 4.34 Le salida = 10.00 PC=0+079.15 PT=0+092.06 AZ=127°5'59.50" TAN=53.99m D = 22°14'38.73" der STe = 14.543 c D = 1°14'38.73" e q = 10°30'0.00" PI = 0+160.59 Gc = 30°0'0.00" Lc = 0.829 Rc = 38.197 Xc = 13.953 Yc = 0.853 k = 6.992 p = 0.214 Le = 14 Sc = 2.0% Ac = 0.0 TE=0+146.04 EC=0+160.04 CE=0+160.87 ET=0+174.87 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA Gc RUMBO CUERDA C1 19°21'28.87" 38.197 12.905 6.515 12.844 30°0'0" S 62°34'44.93" E C2 00°6'18.15" 763.650 1.400 0.700 1.400 01°30'2" S 52°51'54.39" E C3 00°18'54.44" 254.550 1.400 0.700 1.400 04°30'6" S 52°39'18.18" E C4 00°31'30.73" 152.730 1.400 0.700 1.400 07°30'10" S 52°14'05.57" E C5 00°44'7.02" 109.093 1.400 0.700 1.400 10°30'15" S 51°36'16.71" E C6 00°56'43.33" 84.850 1.400 0.700 1.400 13°30'19" S 50°45'51.53" E C7 01°9'19.65" 69.422 1.400 0.700 1.400 16°30'24" S 49°42'50.04" E C8 01°21'56.03" 58.741 1.400 0.700 1.400 19°30'29" S 48°27'12.21" E C9 01°34'32.51" 50.907 1.400 0.700 1.400 22°30'37" S 46°58'57.96" E C10 01°47'9.21" 44.915 1.400 0.700 1.400 25°30'48" S 45°18'07.12" E C11 01°59'46.36" 40.182 1.400 0.700 1.400 28°31'7" S 43°24'39.38" E C12 01°14'38.73" 38.197 0.829 0.415 0.829 30°0'0" S 41°46'41.12" E C13 01°59'46.37" 40.182 1.400 0.700 1.400 28°31'7" S 40°08'42.89" E C14 01°47'9.21" 44.915 1.400 0.700 1.400 25°30'48" S 38°15'15.14" E C15 01°34'32.51" 50.907 1.400 0.700 1.400 22°30'37" S 36°34'24.31" E C16 01°21'56.03" 58.741 1.400 0.700 1.400 19°30'29" S 35°06'10.06" E C17 01°9'19.65" 69.422 1.400 0.700 1.400 16°30'24" S 33°50'32.22" E C18 00°56'43.33" 84.850 1.400 0.700 1.400 13°30'19" S 32°47'30.74" E C19 00°44'7.02" 109.093 1.400 0.700 1.400 10°30'15" S 31°57'05.57" E C20 00°31'30.73" 152.730 1.400 0.700 1.400 07°30'10" S 31°19'16.68" E C21 00°18'54.44" 254.550 1.400 0.700 1.400 04°30'6" S 30°54'04.10" E C22 00°6'18.15" 763.650 1.400 0.700 1.400 01°30'2" S 30°41'27.86" E CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 556,597.2448 2,056,628.8822 PST=0+000.00 PC=0+079.15 S 72°15'29.37" E 79.155 PC=0+079.15 556,672.6351 2,056,604.7614 PC=0+079.15 PT=0+092.06 S 62°34'44.93" E 12.844 PT=0+092.06 556,684.0361 2,056,598.8464 D = 19°21'28.87" der Lc = 12.905 PI=0+085.66 556,678.8401 2,056,602.7762 Rc = 38.197 ST = 6.515 PT=0+092.06 TE=0+146.04 S 52°54'00.50" E 53.989 TE=0+146.04 556,727.0971 2,056,566.2798 TE=0+146.04 EC=0+160.04 S 49°23'59.02" E 13.979 EC=0+160.04 556,737.7109 2,056,557.1826 'c f = 3°30'1.48" STe = 14.543 PI=0+160.59 556,738.6967 2,056,557.5072 Xc = 13.953 Yc = 0.853 D = 22°14'38.73" der e q = 10°30'0.00" EC=0+160.04 CE=0+160.87 S 41°46'41.13" E 0.829 CE=0+160.87 556,738.2635 2,056,556.5641 c D = 1°14'38.73" Gc = 30°0'0.00" Rc = 38.197 Lc = 0.829 k = 6.992 p = 0.214 CE=0+160.87 ET=0+174.87 S 34°09'23.25" E 13.979 ET=0+174.87 556,746.1121 2,056,544.9964 'c f = 3°30'1.48" STe = 14.543 Xc = 13.953 Yc = 0.853 D = 22°14'38.73" der e q = 10°30'0.00" ET=0+174.87 PI=0+771.35 S 30°39'21.77" E 596.475 PI=0+771.35 557,050.2448 2,056,031.8822 PI=0+771.35 PI=1+526.97 S 30°48'27.75" E 755.626 PI=1+526.97 557,437.2448 2,055,382.8822 D = 0°9'5.98" izq PI=1+526.97 PI=2+079.58 S 30°19'24.98" E 552.603 PI=2+079.58 557,716.2448 2,054,905.8822 D = 0°29'2.77" der PI=2+079.58 PST=2+105.24 S 32°06'26.96" E 25.657 PST=2+105.24 557,729.8820 2,054,884.1490 D = 1°47'1.98" izq LONGITUD = 2,105.240m -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 98 99 100 101 102 103 L C R=100.35 T.N.=100.75 OFF=-6.23 R=100.78 OFF=7.06 R=100.74 AREA DE CORTE = 7.86m2 AREA DE TERRAPLEN = 0.06m2 SUBRASANTE = 2.40m2 BASE = 2.40m2 CONCRETO HIDRAULICO = 2.40m2 -2.00% -2.00% +2.00% 1:1 AL001 AL002 AL003 AL004 AL005 AL006 ARB001 ARB003 ARB004 ARB005 ARB006 ARB007 ARB008 ARB009 ARB010 ARB011 ARB012 ARB013 ARB014 ARBD1A1 ARBD1A1 CA1001 CA1002 CA1003 CA1004 CA1005 CA1006 CA1007 CA1008 CA1009 CA1010 CA1011 CA1012 CA1013 CA1014 CA1015 CA1016 CA1017 CA1017 CA1018 CA1018 CA1019 CA1020 CA1021 CA1022 CA1023 CA1024 CA1025 CA1026 CA1027 CA1028 CA1029 CA1030 CA1031 CA1032 CA1033 CA1034 CA1035 CA1036 CA1037 CA1038 ED1001 ED1002 ED1003 ED1004 ED2001 ED2002 ED2003 ED2004 EN1001 EN1002 EN1003 EN1004 EN1005 EN1006 EN1007 EN1008 EN1009 EN1010 EN1011 EN1012 EN1013 EN1014 EN1015 EN1016 EN1017 EN1018 EN1019 EN1020 EN1021 EN1022 EN1023 EN1024 EN1025 EN1026 EN1027 EN1028 EN1029 EN1030 EN1031 EN1032 EN1033 EN1034 EN1035 EN1036 EN1037 EN1038 EN1039 EN1040 ESC101 ESC102 ESC103 ESC104 ESC105 ESC106 ESC201 ESC202 ESC203 ESC204 SE001 SE002 SE003 SE004 SE005 SE006 ESCUELA ESCUELA FOVISSSTE A HOSPITAL PRIV. 2 SUR CAMINO SACACOSECHAS CALLE PALO ALTO CALLE FRESNO CALLE MONTE ALBAN CALLE RIO LERMA C. JOSE MARIA MARTINEZ C. FILADELFIA C. CASCADA REFORMA C. EMILIANO ZAPATA C. E. CARRANZA PRIV. LUISA ESCAMILLA PRIVADA DEL JARDIN C. FILADELFIA PRIVADA CAMINO SACACOSECHAS A OAXACA A SAN CARLOS A IZUCAR CENTRO AVENIDA OAXACA AVENIDA OAXACA AVENIDA OAXACA AVENIDA OAXACA AVENIDA OAXACA AVENIDA OAXACA Y=2,055,800 Y=2,055,850 Y=2,055,900 Y=2,055,950 Y=2,056,000 Y=2,056,050 Y=2,056,100 Y=2,056,250 Y=2,056,300 Y=2,056,350 Y=2,056,400 Y=2,056,450 Y=2,056,500 Y=2,056,550 Y=2,056,600 Y=2,056,650 Y=2,056,150 Y=2,056,200 Y=2,056,250 Y=2,056,300 X=556,600 X=556,650 X=556,700 X=556,750 X=556,800 X=556,850 X=556,900 Y=2,055,600 Y=2,055,650 Y=2,055,700 Y=2,055,750 Y=2,055,800 X=557,200 X=557,250 X=557,300 X=557,350 X=557,400 X=557,450 X=557,500 Y=2,055,350 Y=2,055,400 Y=2,055,450 Y=2,055,500 Y=2,055,550 Y=2,055,000 Y=2,055,050 Y=2,055,100 Y=2,055,150 Y=2,055,200 Y=2,055,250 Y=2,055,300 Y=2,055,350 Y=2,054,850 Y=2,054,900 Y=2,054,950 X=557,550 X=557,600 X=557,650 X=557,700 X=557,750 X=557,450 X=557,500 X=557,150 X=557,200 PCV=0+312.56 PIV=0+317.56 Elev=103.60 Elev=103.57 +1.3383 % en 164.92m +1.1717 % en 147.64m 0+000.00 10,000 0.00 0.00 0.40 99.60 100.00 0+020.00 10,119 2.52 121.03 0.46 99.87 100.33 0+040.00 10,251 0.62 132.72 0.52 100.14 100.66 0+060.00 10,397 0.00 145.97 0.58 100.41 100.99 0+080.00 10,554 0.00 157.51 0.62 100.68 101.29 0+100.00 10,719 0.00 165.02 0.65 100.94 101.59 0+120.00 10,884 0.00 164.81 0.62 101.21 101.83 0+140.00 11,034 0.00 150.28 0.52 101.48 102.00 0+160.00 11,162 1.37 129.42 0.42 101.75 102.17 0+180.00 11,281 2.52 120.82 0.43 101.99 102.42 0+200.00 11,410 1.15 130.46 0.52 102.22 102.75 107 106 105 104 103 102 101 100 99 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION PCV=0+312.56 Elev=103.54 PTV=0+322.56 Elev=103.57 +1.3383 % en 164.92m +1.1717 % en 147.64m 0+200.00 10,000 0.00 0.00 0.52 102.22 102.75 0+220.00 10,260 0.00 260.09 0.58 102.46 103.04 0+240.00 10,525 0.00 265.03 0.55 102.69 103.24 0+260.00 10,776 0.00 251.16 0.51 102.93 103.44 0+280.00 11,013 0.00 237.19 0.47 103.16 103.63 0+300.00 11,237 0.04 223.37 0.43 103.39 103.83 0+320.00 11,449 0.31 212.18 0.41 103.58 103.98 0+340.00 11,655 0.62 206.87 0.40 103.45 103.85 0+360.00 11,860 0.72 205.93 0.40 103.32 103.72 0+380.00 12,065 0.76 205.93 0.40 103.19 103.59 0+400.00 12,270 0.81 205.93 0.40 103.05 103.45 0+420.00 12,476 0.86 205.93 0.40 102.92 103.32 0+440.00 12,681 0.91 205.93 0.40 102.79 103.19 0+460.00 12,885 0.96 205.93 0.40 102.66 103.06 0+480.00 13,090 1.01 205.93 0.40 102.52 102.92 0+500.00 13,295 1.07 205.92 0.40 102.39 102.79 0+520.00 13,500 1.11 205.92 0.40 102.26 102.66 SOBRE-ELEVACIONES EJE BORDE IZQUIERDO BORDE DERECHO 0+074.81 0+079.15 0+083.49 0+087.06 0+097.06 0+107.06 0+083.49 0+087.06 +2.0% -2.0% -2.0% -2.0% 0+132.04 0+146.04 0+160.04 0+160.87 0+174.87 0+188.87 0+160.04 0+160.87 +2.0% -2.0% -2.0% -2.0% ANCHO DE CALZADA BORDE IZQUIERDO BORDE DERECHO 0+079.15 0+083.49 0+087.06 0+097.06 Sac=0.0cm 0+146.04 0+160.04 0+160.87 0+174.87 Sac=0.0cm AZ=107°44'30.63" TAN=79.15m PC=0+079.15 PT=0+092.06 AZ=127°5'59.50" TAN=53.99m TE=0+146.04 EC=0+160.04 CE=0+160.87 ET=0+174.87 A OAXACA -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 99 100 101 102 103 104 105 L C R=101.99 T.N.=102.42 OFF=-4.56 R=102.43 OFF=4.57 R=102.42 AREA DE CORTE = 4.68m2 AREA DE TERRAPLEN = 0.11m2 SUBRASANTE = 1.40m2 BASE = 1.40m2 CONCRETO HIDRAULICO = 1.40m2 +2.00% -2.00% -2.00% +2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 0+460.00 PCV=0+765.61 Elev=100.63 PIV=0+770.61 Elev=100.60 PTV=0+775.61 Elev=100.56 -0.6626 % en 443.05m -0.8435 % en 355.88m 106 105 104 103 102 101 100 99 98 97 96 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION PCV=0+765.61 Elev=100.56 -0.6626 % en 443.05m -0.8435 % en 355.88m 0+520.00 13,500 1.11 205.92 0.40 102.26 102.66 0+540.00 13,705 1.15 205.91 0.40 102.13 102.53 0+560.00 13,910 1.17 205.91 0.40 101.99 102.39 0+580.00 14,114 1.20 205.90 0.40 101.86 102.26 0+600.00 14,319 1.22 205.89 0.40 101.73 102.13 0+620.00 14,524 1.24 205.89 0.40 101.60 102.00 0+640.00 14,728 1.27 205.88 0.40 101.46 101.86 0+660.00 14,933 1.29 205.87 0.40 101.33 101.73 0+680.00 15,137 1.32 205.86 0.40 101.20 101.60 0+700.00 15,342 1.35 205.85 0.40 101.07 101.47 0+720.00 15,546 1.37 205.83 0.40 100.93 101.33 0+740.00 15,751 1.40 205.82 0.40 100.80 101.20 0+760.00 15,955 1.43 205.81 0.40 100.67 101.07 0+780.00 16,159 1.41 205.51 0.40 100.52 100.92 0+800.00 16,363 1.27 204.85 0.40 100.35 100.75 0+820.00 16,565 1.11 202.92 0.39 100.18 100.58 0+840.00 16,761 1.07 197.74 0.39 100.01 100.40 0+860.00 16,951 1.12 190.55 0.39 99.84 100.23 0+880.00 17,133 1.17 183.46 0.39 99.68 100.06 0+900.00 17,308 1.22 176.49 0.38 99.51 99.89 0+920.00 17,477 1.26 169.63 0.38 99.34 99.72 0+940.00 17,638 1.27 162.88 0.38 99.17 99.55 0+960.00 17,793 1.26 156.24 0.38 99.00 99.38 0+980.00 17,942 1.22 149.71 0.37 98.83 99.21 1+000.00 18,084 1.19 143.29 0.37 98.66 99.03 1+020.00 18,220 1.15 136.99 0.37 98.49 98.86 1+040.00 18,349 1.11 130.79 0.37 98.33 98.69 1+060.00 18,473 1.07 124.71 0.36 98.16 98.52 SOBRE-ELEVACIONES EJE BORDE IZQUIERDO BORDE DERECHO 0+074.81 0+079.15 0+083.49 0+087.06 0+097.06 0+107.06 0+083.49 0+087.06 +2.0% -2.0% -2.0% -2.0% 0+132.04 0+146.04 0+160.04 0+160.87 0+174.87 0+188.87 0+160.04 0+160.87 +2.0% -2.0% -2.0% -2.0% ANCHO DE CALZADA BORDE IZQUIERDO BORDE DERECHO 0+079.15 0+083.49 0+087.06 0+097.06 Sac=0.0cm 0+146.04 0+160.04 0+160.87 0+174.87 Sac=0.0cm AZ=107°44'30.63" TAN=79.15m D = 19°21'28.87" der ST = 6.515 PI = 0+085.66 Gc = 30°0'0.00" Lc = 12.905 Rc = 38.197 Sc = 2.00% Ac = 0.00 Le entrada = 4.34 Le salida = 10.00 PC=0+079.15 PT=0+092.06 AZ=127°5'59.50" TAN=53.99m D = 22°14'38.73" der STe = 14.543 c D = 1°14'38.73" e q = 10°30'0.00" PI = 0+160.59 Gc = 30°0'0.00" Lc = 0.829 Rc = 38.197 Xc = 13.953 Yc = 0.853 k = 6.992 p = 0.214 Le = 14 Sc = 2.0% Ac = 0.0 TE=0+146.04 EC=0+160.04 CE=0+160.87 ET=0+174.87 SÉQUIA SÉQUIA SÉQUIA SÉQUIA SÉQUIA PCV=1+131.48 Elev=97.55 PIV=1+141.48 Elev=97.47 PTV=1+151.48 Elev=97.43 PCV=1+511.00 Elev=96.15 PIV=1+526.00 Elev=96.10 PTV=1+541.00 Elev=96.04 -0.3562 % en 359.52m 101 100 99 98 97 96 95 94 93 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION PCV=1+131.48 Elev=97.55 PIV=1+141.48 Elev=97.47 PTV=1+151.48 Elev=97.43 PCV=1+511.00 Elev=96.15 PIV=1+526.00 Elev=96.10 PTV=1+541.00 Elev=96.04 -0.3562 % en 359.52m 1+020.00 18,220 1.15 136.99 0.37 98.49 98.86 1+040.00 18,349 1.11 130.79 0.37 98.33 98.69 1+060.00 18,473 1.07 124.71 0.36 98.16 98.52 1+080.00 18,591 1.02 118.74 0.36 97.99 98.35 1+100.00 18,703 0.97 112.88 0.36 97.82 98.18 1+120.00 18,809 0.92 107.13 0.36 97.65 98.01 1+140.00 18,960 1.04 152.62 0.38 97.49 97.87 1+160.00 19,163 1.01 203.77 0.40 97.40 97.81 1+180.00 19,369 0.83 206.86 0.40 97.33 97.74 1+200.00 19,576 0.83 207.44 0.41 97.26 97.67 1+220.00 19,783 0.83 208.01 0.41 97.19 97.60 1+240.00 19,991 0.82 208.58 0.41 97.12 97.53 1+260.00 20,199 0.82 209.14 0.41 97.05 97.46 1+280.00 20,408 0.81 209.69 0.41 96.98 97.39 1+300.00 20,617 0.79 210.24 0.41 96.91 97.32 1+320.00 20,827 0.76 210.79 0.42 96.83 97.25 1+340.00 21,038 0.72 211.18 0.42 96.76 97.18 1+360.00 21,248 0.77 211.02 0.42 96.69 97.11 1+380.00 21,458 0.89 210.46 0.41 96.62 97.03 1+400.00 21,667 1.03 209.90 0.41 96.55 96.96 1+420.00 21,875 1.17 209.33 0.41 96.48 96.89 1+440.00 22,082 1.28 208.75 0.41 96.41 96.81 1+460.00 22,289 1.36 208.16 0.41 96.34 96.74 1+480.00 22,495 1.44 207.56 0.40 96.26 96.67 1+500.00 22,701 1.52 206.97 0.40 96.19 96.60 1+520.00 22,905 1.58 206.51 0.40 96.12 96.52 1+540.00 23,109 1.70 205.64 0.40 96.04 96.44 1+560.00 23,312 1.88 204.26 0.39 95.96 96.35 1+580.00 23,513 2.06 202.92 0.39 95.87 96.26 1+600.00 23,712 2.24 201.59 0.38 95.79 96.17 1+620.00 23,910 2.41 200.28 0.38 95.70 96.08 1+640.00 24,106 2.59 198.98 0.38 95.62 95.99 1+660.00 24,301 2.77 197.69 0.37 95.53 95.90 PCV=1+864.17 Elev=94.66 PIV=1+879.17 Elev=94.60 PTV=1+894.17 Elev=94.46 PCV=1+991.55 Elev=93.54 PIV=2+006.55 Elev=93.40 PTV=2+021.55 Elev=93.43 -0.4247 % en 323.17m -0.9420 % en 97.38m +0.2027 % en 83.68m ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL PRINCIPAL PCV=1+864.17 Elev=94.66 PIV=1+879.17 Elev=94.60 PTV=1+894.17 Elev=94.46 PCV=1+991.55 Elev=93.54 PIV=2+006.55 Elev=93.40 PTV=2+021.55 Elev=93.43 -0.4247 % en 323.17m -0.9420 % en 97.38m +0.2027 % en 83.68m 1+640.00 24,106 2.59 198.98 0.38 95.62 95.99 1+660.00 24,301 2.77 197.69 0.37 95.53 95.90 1+680.00 24,495 2.95 196.42 0.37 95.45 95.81 1+700.00 24,687 3.13 195.16 0.36 95.36 95.72 1+720.00 24,877 3.31 193.91 0.36 95.28 95.64 1+740.00 25,066 3.49 192.67 0.36 95.19 95.55 1+760.00 25,255 3.54 192.27 0.36 95.11 95.46 1+780.00 25,445 3.35 193.63 0.36 95.02 95.39 1+800.00 25,638 3.03 195.90 0.37 94.94 95.31 1+820.00 25,834 2.72 198.16 0.38 94.85 95.23 1+840.00 26,032 2.41 200.41 0.39 94.77 95.15 1+860.00 26,232 2.10 202.65 0.39 94.68 95.07 1+880.00 26,438 1.44 207.52 0.42 94.57 94.99 1+900.00 26,646 1.30 208.62 0.40 94.40 94.80 1+920.00 26,850 1.65 205.97 0.40 94.22 94.62 1+940.00 27,054 1.61 206.01 0.40 94.03 94.43 1+960.00 27,259 1.49 206.02 0.40 93.84 94.24 1+980.00 27,464 1.33 206.01 0.40 93.65 94.05 2+000.00 27,666 1.38 203.87 0.39 93.48 93.86 2+020.00 27,870 1.22 205.32 0.41 93.43 93.84 2+040.00 28,081 0.74 211.31 0.43 93.47 93.89 2+060.00 28,297 0.33 216.12 0.44 93.51 93.95 2+080.00 28,517 0.05 220.50 0.45 93.55 94.00 2+100.00 28,732 0.60 215.85 0.41 93.59 94.00 2+105.24 28,786 0.37 54.39 0.40 93.60 94.00 TOTAL VOLUMEN CORTE = 18,911.23m3 TOTAL VOLUMEN TERRAPLEN = -124.89m3 99 98 97 96 95 94 93 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION LAS DISTANCIAS ESTAN EN METROS. H. AYUNTAMIENTO IZÚCAR DE MATAMOROS. CROQUIS DE LOCALIZACIÓN 194 CARRANZA VENUSTIANO TLAXCO 187 086 111 JALPAN PANTEPEC 064 MENA FRANCISCO Z. DE DE 025 GUERRERO AYOTOXCO TENAMPULCO 158 002 ACATENO CHIGNAUTLA 054 HUEYTAMALCO XIUTETELCO 199 TEZIUTLAN 174 075 HUEYAPAN CASTILLO AVILA TETELES DE 173 204 YAONAHUAC 076 TUZAMAPAN 192 GALEANA DE 068 COATEPEC 030 GALEANA 028 088 JONOTLA 029 080 CAXHUACAN HUEHUETLA 072 OLINTLA 107 TLAOLA CHICONCUAUTLA JUAN GALINDO 049 091 JOPALA 089 183 123 014 AMIXTLAN 162 TEPATLAN SAN FELIPE 184 006 TLAPACOYA AHUACATLAN ZIHUATEUTLA 213 197 XICOTEPEC HERMENEGILDO 211 ZARAGOZA 212 ZAUTLA 186 HUITZILAN DE SERDAN 207 VICENTE SUAREZ DE XOCHITLAN 202 200 IXTEPEC 084 ZOQUIAPAN 216 ALLENDE NAUZONTLA 101 ZACAPOAXTLA 078 210 DE MENDEZ ZAPOTITLAN HUEYTLALPAN XOCHIAPULCO TETELA IXTACAMAXTITLAN AQUIXTLA DE 016 083 OCAMPO 208 ZACATLAN CUAUTEMPAN 172 ZONGOZOTLA RODRIGUEZ DE 215 039 167 TEPETZINTLA CAMOCUAUTLA TEPANGO IGNACIO 077 ATEMPAN TLATLAUQUITEPEC CUETZALAN DEL PROGRESO 017 043 CHICHIQUILA 050 QUIMIXTLAN 116 LAFRAGUA 093 067 058 CHILCHOTLA 063 ESPERANZA 045 023 ATZITZINTLA 179 ORIENTAL SAN JOSE CHIAPA 137 AIRES SAN 142 BUENOS NICOLAS 128 SAN 108 CUYOACO 094 105 OCOTEPEC LIBRES 170 001 ACAJETE LARA GRAJALES 117 RAFAEL 104 NOPALUCAN MAZAPILTEPEC 096 QUECHOLAC 110 DE PALMAR BRAVO 205 YEHUALTEPEC 065 GENERAL FELIPE ANGELES 012 ALJOJUCA 130 ATENCO SAN JUAN 115 EL SECO 099 097 153 HUITZILTEPEC 020 ATOYATEMPAN 154 038 DE MADERO CUAPIAXTLA 189 171 TLANEPANTLA SANTO TOMAS HUEYOTLIPAN 182 151 MIXTLA CUAUHTEMOC DE 079 TEPEYAHUALCO TOCHTEPEC TEPEACA 163 DE TEPATLAXCO HIDALGO 004 ACATZINGO 164 HUIXCOLOTLA SAN SALVADOR 144 DE 118 JUAREZ LOS REYES TECAMACHALCO JUAREZ SOLTEPEC 152 DE SALVADOR TEPEYAHUALCO CHALCHICOMULA DE SESMA CA?ADA MORELOS TLACHICHUCA GUADALUPE VICTORIA 044 VERACRUZ-LLAVE ESTADO NAUPAN 071 AHUAZOTEPEC 008 PAHUATLAN 057 CHILA HONEY 100 109 DE CHIGNAHUAPAN 053 HIDALGO ESTADO CUAUTLANCINGO 041 034 DE JUAN C. BONILLA TLALTENANGO 090 MARTIN SAN 132 074 TEXMELUCAN CALPAN 026 048 ARENAS DOMINGO 060 122 CHIAUTZINGO TEOTLALCINGO SAN FELIPE HUEJOTZINGO 134 TLALANCALECA SAN MATIAS SAN MIGUEL 181 XOXTLA 136 CORONANGO TLATLAUQUITEPEC 150 EL GRANDE 159 HUEHUETLAN 193 MAGDALENA LA 095 SAN JUAN ATZOMPA 131 119 114 PUEBLA 106 SAN ANDRES CHOLULA 015 CUAUTINCHAN 040 AMOZOC GREGORIO ATZOMPA SAN 125 TOCHIMILTZINGO LA MESA SAN DIEGO 121 166 TEPEOJUMA 069 HUAQUECHULA 138 TECUANIPAN SAN JERONIMO 126 CHOLULA SANTA ISABEL 148 175 TIANGUISMANALCO 102 NEALTICAN ATLIXCO 019 140 SAN PEDRO TEOPANTLAN CHOLULA OCOYUCAN 165 022 COHUECAN 033 005 ATZITZIHUACAN TOCHIMILCO 188 TEPEMAXALCO RANCHOS SAN SALVADOR SAN NICOLAS DE LOS EL 143 VERDE TLAHUAPAN 180 ESTADO TZICATLACOYAN HERRERA TECALI DE TLAXCALA ESTADO HUACHINANGO 178 TLACUILOTEPEC 145 061 ELOXOCHITLAN ZOQUITLAN 217 214 ZINACATEPEC 013 ALTEPEXI 124 SAN GABRIEL 010 CA?ADA ANTONI SAN 120 103 BRAVO NICOLAS 195 GUERRERO VICENTE AJALPAN 035 036 COYOMEAPAN 129 SAN JOSE MIAHUATLAN COXCATLAN CHILAC 156 CHAPULCO 018 TLACOTEPEC DE 046 TEPANCO LOPEZ DE 161 177 BENITO JUAREZ MOLCAXAC XAYACATLAN JERONIMO COYOTEPEC SAN 127 098 DE 169 RODRIGUEZ TEPEXI IXCAQUIXTLA 037 DE 190 TOTOLTEPEC MENDEZ N. JUAN 092 XOCHITLAN 203 SANTOS TODOS 082 ATEXCAL 209 ZAPOTITLAN SAN CHILA 055 MIGUEL IXITLAN 112 PETLALCINGO 135 ESTADO GUERRERO MIAHUATLAN TEHUACAN CALTEPEC 027 SANTIAGO 149 OAXACA DE SAN SEBASTIAN TLACOTEPEC CUAYUCA DE ANDRADE 042 147 AHUATEMPAN SANTA INES 206 070 ZACAPALA HUATLATLAUCA SANTA CATARINA COATZINGO 031 146 TLALTEMPAN CHIGMECATITLAN 052 XOCHILTEPEC 157 MATAMOROS ATZALA 021 TILAPA EPATLAN 062 TOTOLTEPEC SAN MARTIN 133 176 085 185 TLAPANALA IZUCAR DE 007 TEHUITZINGO AHUATLAN YELOIXTLAHUACA ACATLAN ANICANO PABLO SAN 139 066 009 GUADALUPE AHUEHUETITLA SAN PEDRO 003 141 155 TULCINGO TECOMATLAN CHINANTLA 024 056 191 LA SAL CHILA DE AXUTLA 059 113 PIAXTLA HUEHUETLAN 073 EL CHICO 168 TEPEXCO 087 JOLALPAN 160 TEOTLALCO ALBINO ZERTUCHE COHETZALA 032 011 DE 081 IXCAMILPA GUERRERO XICOTLAN 198 DE ESTADO GUERRERO 047 CHIAUTLA MORELOS DE 196 BRAVO XAYACATLAN DE ACTEOPAN 201 051 CHIETLA MUNICIPIO DE IZÚCAR DE MATAMOROS LOCALIDAD: IZUCAR DE MATAMOROS DIRECTORA DE OBRA PUBLICA, DESARROLLO URBANO C. CLAUDIA GONZALEZ ROMERO 1:100 ESCALA: ACOTACIONES: Mts. PAVIMENTACION CON CONCRETO HIDRÁULICO EN LA AV. OAXACA MATAMOROS 085 IZUCAR DE PLANO No. 1/4 CENTRO S.C.T. PUEBLA SECRETARIA DE COMUNICACIONES ALCANCE MUNICIPIO DIRECTOR GENERAL DEL CENTRO SCT L.C. RAÚL SALVADOR AGUIRRE VALENCIA ING. JAVIER GARCIA CANSINO SUBDIRECTOR DE OBRAS ING. JOSE OSCAR AYALA BERNAL ING. RUFINO AGUILAR GINEZ RESIDENTE DE OBRA DE CONSERVACION PUEBLA RESIDENTE GRAL. DE CONSERVACION DE CARRETERAS IZUCAR DE MATAMOROS 2,105.24 KMS PRESIDENTE MUNICIPAL: DR. MANUEL MADERO GONZÁLEZ Y ORDENAMIENTO TERRITORIAL 2015 FECHA: Y TRANSPORTES LAS DISTANCIAS ESTAN EN METROS. H. AYUNTAMIENTO IZÚCAR DE MATAMOROS. CROQUIS DE LOCALIZACIÓN 194 CARRANZA VENUSTIANO TLAXCO 187 086 111 JALPAN PANTEPEC 064 MENA FRANCISCO Z. DE DE 025 GUERRERO AYOTOXCO TENAMPULCO 158 002 ACATENO CHIGNAUTLA 054 HUEYTAMALCO XIUTETELCO 199 TEZIUTLAN 174 075 HUEYAPAN CASTILLO AVILA TETELES DE 173 204 YAONAHUAC 076 TUZAMAPAN 192 GALEANA DE 068 COATEPEC 030 GALEANA 028 088 JONOTLA 029 080 CAXHUACAN HUEHUETLA 072 OLINTLA 107 TLAOLA CHICONCUAUTLA JUAN GALINDO 049 091 JOPALA 089 183 123 014 AMIXTLAN 162 TEPATLAN SAN FELIPE 184 006 TLAPACOYA AHUACATLAN ZIHUATEUTLA 213 197 XICOTEPEC HERMENEGILDO 211 ZARAGOZA 212 ZAUTLA 186 HUITZILAN DE SERDAN 207 VICENTE SUAREZ DE XOCHITLAN 202 200 IXTEPEC 084 ZOQUIAPAN 216 ALLENDE NAUZONTLA 101 ZACAPOAXTLA 078 210 DE MENDEZ ZAPOTITLAN HUEYTLALPAN XOCHIAPULCO TETELA IXTACAMAXTITLAN AQUIXTLA DE 016 083 OCAMPO 208 ZACATLAN CUAUTEMPAN 172 ZONGOZOTLA RODRIGUEZ DE 215 039 167 TEPETZINTLA CAMOCUAUTLA TEPANGO IGNACIO 077 ATEMPAN TLATLAUQUITEPEC CUETZALAN DEL PROGRESO 017 043 CHICHIQUILA 050 QUIMIXTLAN 116 LAFRAGUA 093 067 058 CHILCHOTLA 063 ESPERANZA 045 023 ATZITZINTLA 179 ORIENTAL SAN JOSE CHIAPA 137 AIRES SAN 142 BUENOS NICOLAS 128 SAN 108 CUYOACO 094 105 OCOTEPEC LIBRES 170 001 ACAJETE LARA GRAJALES 117 RAFAEL 104 NOPALUCAN MAZAPILTEPEC 096 QUECHOLAC 110 DE PALMAR BRAVO 205 YEHUALTEPEC 065 GENERAL FELIPE ANGELES 012 ALJOJUCA 130 ATENCO SAN JUAN 115 EL SECO 099 097 153 HUITZILTEPEC 020 ATOYATEMPAN 154 038 DE MADERO CUAPIAXTLA 189 171 TLANEPANTLA SANTO TOMAS HUEYOTLIPAN 182 151 MIXTLA CUAUHTEMOC DE 079 TEPEYAHUALCO TOCHTEPEC TEPEACA 163 DE TEPATLAXCO HIDALGO 004 ACATZINGO 164 HUIXCOLOTLA SAN SALVADOR 144 DE 118 JUAREZ LOS REYES TECAMACHALCO JUAREZ SOLTEPEC 152 DE SALVADOR TEPEYAHUALCO CHALCHICOMULA DE SESMA CA?ADA MORELOS TLACHICHUCA GUADALUPE VICTORIA 044 VERACRUZ-LLAVE ESTADO NAUPAN 071 AHUAZOTEPEC 008 PAHUATLAN 057 CHILA HONEY 100 109 DE CHIGNAHUAPAN 053 HIDALGO ESTADO CUAUTLANCINGO 041 034 DE JUAN C. BONILLA TLALTENANGO 090 MARTIN SAN 132 074 TEXMELUCAN CALPAN 026 048 ARENAS DOMINGO 060 122 CHIAUTZINGO TEOTLALCINGO SAN FELIPE HUEJOTZINGO 134 TLALANCALECA SAN MATIAS SAN MIGUEL 181 XOXTLA 136 CORONANGO TLATLAUQUITEPEC 150 EL GRANDE 159 HUEHUETLAN 193 MAGDALENA LA 095 SAN JUAN ATZOMPA 131 119 114 PUEBLA 106 SAN ANDRES CHOLULA 015 CUAUTINCHAN 040 AMOZOC GREGORIO ATZOMPA SAN 125 TOCHIMILTZINGO LA MESA SAN DIEGO 121 166 TEPEOJUMA 069 HUAQUECHULA 138 TECUANIPAN SAN JERONIMO 126 CHOLULA SANTA ISABEL 148 175 TIANGUISMANALCO 102 NEALTICAN ATLIXCO 019 140 SAN PEDRO TEOPANTLAN CHOLULA OCOYUCAN 165 022 COHUECAN 033 005 ATZITZIHUACAN TOCHIMILCO 188 TEPEMAXALCO RANCHOS SAN SALVADOR SAN NICOLAS DE LOS EL 143 VERDE TLAHUAPAN 180 ESTADO TZICATLACOYAN HERRERA TECALI DE TLAXCALA ESTADO HUACHINANGO 178 TLACUILOTEPEC 145 061 ELOXOCHITLAN ZOQUITLAN 217 214 ZINACATEPEC 013 ALTEPEXI 124 SAN GABRIEL 010 CA?ADA ANTONI SAN 120 103 BRAVO NICOLAS 195 GUERRERO VICENTE AJALPAN 035 036 COYOMEAPAN 129 SAN JOSE MIAHUATLAN COXCATLAN CHILAC 156 CHAPULCO 018 TLACOTEPEC DE 046 TEPANCO LOPEZ DE 161 177 BENITO JUAREZ MOLCAXAC XAYACATLAN JERONIMO COYOTEPEC SAN 127 098 DE 169 RODRIGUEZ TEPEXI IXCAQUIXTLA 037 DE 190 TOTOLTEPEC MENDEZ N. JUAN 092 XOCHITLAN 203 SANTOS TODOS 082 ATEXCAL 209 ZAPOTITLAN SAN CHILA 055 MIGUEL IXITLAN 112 PETLALCINGO 135 ESTADO GUERRERO MIAHUATLAN TEHUACAN CALTEPEC 027 SANTIAGO 149 OAXACA DE SAN SEBASTIAN TLACOTEPEC CUAYUCA DE ANDRADE 042 147 AHUATEMPAN SANTA INES 206 070 ZACAPALA HUATLATLAUCA SANTA CATARINA COATZINGO 031 146 TLALTEMPAN CHIGMECATITLAN 052 XOCHILTEPEC 157 MATAMOROS ATZALA 021 TILAPA EPATLAN 062 TOTOLTEPEC SAN MARTIN 133 176 085 185 TLAPANALA IZUCAR DE 007 TEHUITZINGO AHUATLAN YELOIXTLAHUACA ACATLAN ANICANO PABLO SAN 139 066 009 GUADALUPE AHUEHUETITLA SAN PEDRO 003 141 155 TULCINGO TECOMATLAN CHINANTLA 024 056 191 LA SAL CHILA DE AXUTLA 059 113 PIAXTLA HUEHUETLAN 073 EL CHICO 168 TEPEXCO 087 JOLALPAN 160 TEOTLALCO ALBINO ZERTUCHE COHETZALA 032 011 DE 081 IXCAMILPA GUERRERO XICOTLAN 198 DE ESTADO GUERRERO 047 CHIAUTLA MORELOS DE 196 BRAVO XAYACATLAN DE ACTEOPAN 201 051 CHIETLA MUNICIPIO DE IZÚCAR DE MATAMOROS LOCALIDAD: IZUCAR DE MATAMOROS C. CLAUDIA GONZALEZ ROMERO 1:100 ESCALA: ACOTACIONES: Mts. HIDRÁULICO EN LA AV. OAXACA MATAMOROS 085 IZUCAR DE PLANO No. 2/4 CENTRO S.C.T. PUEBLA SECRETARIA DE COMUNICACIONES ALCANCE MUNICIPIO DIRECTOR GENERAL DEL CENTRO SCT L.C. RAÚL SALVADOR AGUIRRE VALENCIA ING. JAVIER GARCIA CANSINO SUBDIRECTOR DE OBRAS ING. JOSE OSCAR AYALA BERNAL ING. RUFINO AGUILAR GINEZ RESIDENTE DE OBRA DE CONSERVACION PUEBLA RESIDENTE GRAL. DE CONSERVACION DE CARRETERAS IZUCAR DE MATAMOROS 2,105.24 KMS PRESIDENTE MUNICIPAL: DR. MANUEL MADERO GONZÁLEZ Y ORDENAMIENTO TERRITORIAL 2015 FECHA: Y TRANSPORTES LAS DISTANCIAS ESTAN EN METROS. H. AYUNTAMIENTO IZÚCAR DE MATAMOROS. CROQUIS DE LOCALIZACIÓN 194 CARRANZA VENUSTIANO TLAXCO 187 086 111 JALPAN PANTEPEC 064 MENA FRANCISCO Z. DE DE 025 GUERRERO AYOTOXCO TENAMPULCO 158 002 ACATENO CHIGNAUTLA 054 HUEYTAMALCO XIUTETELCO 199 TEZIUTLAN 174 075 HUEYAPAN CASTILLO AVILA TETELES DE 173 204 YAONAHUAC 076 TUZAMAPAN 192 GALEANA DE 068 COATEPEC 030 GALEANA 028 088 JONOTLA 029 080 CAXHUACAN HUEHUETLA 072 OLINTLA 107 TLAOLA CHICONCUAUTLA JUAN GALINDO 049 091 JOPALA 089 183 123 014 AMIXTLAN 162 TEPATLAN SAN FELIPE 184 006 TLAPACOYA AHUACATLAN ZIHUATEUTLA 213 197 XICOTEPEC HERMENEGILDO 211 ZARAGOZA 212 ZAUTLA 186 HUITZILAN DE SERDAN 207 VICENTE SUAREZ DE XOCHITLAN 202 200 IXTEPEC 084 ZOQUIAPAN 216 ALLENDE NAUZONTLA 101 ZACAPOAXTLA 078 210 DE MENDEZ ZAPOTITLAN HUEYTLALPAN XOCHIAPULCO TETELA IXTACAMAXTITLAN AQUIXTLA DE 016 083 OCAMPO 208 ZACATLAN CUAUTEMPAN 172 ZONGOZOTLA RODRIGUEZ DE 215 039 167 TEPETZINTLA CAMOCUAUTLA TEPANGO IGNACIO 077 ATEMPAN TLATLAUQUITEPEC CUETZALAN DEL PROGRESO 017 043 CHICHIQUILA 050 QUIMIXTLAN 116 LAFRAGUA 093 067 058 CHILCHOTLA 063 ESPERANZA 045 023 ATZITZINTLA 179 ORIENTAL SAN JOSE CHIAPA 137 AIRES SAN 142 BUENOS NICOLAS 128 SAN 108 CUYOACO 094 105 OCOTEPEC LIBRES 170 001 ACAJETE LARA GRAJALES 117 RAFAEL 104 NOPALUCAN MAZAPILTEPEC 096 QUECHOLAC 110 DE PALMAR BRAVO 205 YEHUALTEPEC 065 GENERAL FELIPE ANGELES 012 ALJOJUCA 130 ATENCO SAN JUAN 115 EL SECO 099 097 153 HUITZILTEPEC 020 ATOYATEMPAN 154 038 DE MADERO CUAPIAXTLA 189 171 TLANEPANTLA SANTO TOMAS HUEYOTLIPAN 182 151 MIXTLA CUAUHTEMOC DE 079 TEPEYAHUALCO TOCHTEPEC TEPEACA 163 DE TEPATLAXCO HIDALGO 004 ACATZINGO 164 HUIXCOLOTLA SAN SALVADOR 144 DE 118 JUAREZ LOS REYES TECAMACHALCO JUAREZ SOLTEPEC 152 DE SALVADOR TEPEYAHUALCO CHALCHICOMULA DE SESMA CA?ADA MORELOS TLACHICHUCA GUADALUPE VICTORIA 044 VERACRUZ-LLAVE ESTADO NAUPAN 071 AHUAZOTEPEC 008 PAHUATLAN 057 CHILA HONEY 100 109 DE CHIGNAHUAPAN 053 HIDALGO ESTADO CUAUTLANCINGO 041 034 DE JUAN C. BONILLA TLALTENANGO 090 MARTIN SAN 132 074 TEXMELUCAN CALPAN 026 048 ARENAS DOMINGO 060 122 CHIAUTZINGO TEOTLALCINGO SAN FELIPE HUEJOTZINGO 134 TLALANCALECA SAN MATIAS SAN MIGUEL 181 XOXTLA 136 CORONANGO TLATLAUQUITEPEC 150 EL GRANDE 159 HUEHUETLAN 193 MAGDALENA LA 095 SAN JUAN ATZOMPA 131 119 114 PUEBLA 106 SAN ANDRES CHOLULA 015 CUAUTINCHAN 040 AMOZOC GREGORIO ATZOMPA SAN 125 TOCHIMILTZINGO LA MESA SAN DIEGO 121 166 TEPEOJUMA 069 HUAQUECHULA 138 TECUANIPAN SAN JERONIMO 126 CHOLULA SANTA ISABEL 148 175 TIANGUISMANALCO 102 NEALTICAN ATLIXCO 019 140 SAN PEDRO TEOPANTLAN CHOLULA OCOYUCAN 165 022 COHUECAN 033 005 ATZITZIHUACAN TOCHIMILCO 188 TEPEMAXALCO RANCHOS SAN SALVADOR SAN NICOLAS DE LOS EL 143 VERDE TLAHUAPAN 180 ESTADO TZICATLACOYAN HERRERA TECALI DE TLAXCALA ESTADO HUACHINANGO 178 TLACUILOTEPEC 145 061 ELOXOCHITLAN ZOQUITLAN 217 214 ZINACATEPEC 013 ALTEPEXI 124 SAN GABRIEL 010 CA?ADA ANTONI SAN 120 103 BRAVO NICOLAS 195 GUERRERO VICENTE AJALPAN 035 036 COYOMEAPAN 129 SAN JOSE MIAHUATLAN COXCATLAN CHILAC 156 CHAPULCO 018 TLACOTEPEC DE 046 TEPANCO LOPEZ DE 161 177 BENITO JUAREZ MOLCAXAC XAYACATLAN JERONIMO COYOTEPEC SAN 127 098 DE 169 RODRIGUEZ TEPEXI IXCAQUIXTLA 037 DE 190 TOTOLTEPEC MENDEZ N. JUAN 092 XOCHITLAN 203 SANTOS TODOS 082 ATEXCAL 209 ZAPOTITLAN SAN CHILA 055 MIGUEL IXITLAN 112 PETLALCINGO 135 ESTADO GUERRERO MIAHUATLAN TEHUACAN CALTEPEC 027 SANTIAGO 149 OAXACA DE SAN SEBASTIAN TLACOTEPEC CUAYUCA DE ANDRADE 042 147 AHUATEMPAN SANTA INES 206 070 ZACAPALA HUATLATLAUCA SANTA CATARINA COATZINGO 031 146 TLALTEMPAN CHIGMECATITLAN 052 XOCHILTEPEC 157 MATAMOROS ATZALA 021 TILAPA EPATLAN 062 TOTOLTEPEC SAN MARTIN 133 176 085 185 TLAPANALA IZUCAR DE 007 TEHUITZINGO AHUATLAN YELOIXTLAHUACA ACATLAN ANICANO PABLO SAN 139 066 009 GUADALUPE AHUEHUETITLA SAN PEDRO 003 141 155 TULCINGO TECOMATLAN CHINANTLA 024 056 191 LA SAL CHILA DE AXUTLA 059 113 PIAXTLA HUEHUETLAN 073 EL CHICO 168 TEPEXCO 087 JOLALPAN 160 TEOTLALCO ALBINO ZERTUCHE COHETZALA 032 011 DE 081 IXCAMILPA GUERRERO XICOTLAN 198 DE ESTADO GUERRERO 047 CHIAUTLA MORELOS DE 196 BRAVO XAYACATLAN DE ACTEOPAN 201 051 CHIETLA MUNICIPIO DE IZÚCAR DE MATAMOROS LOCALIDAD: IZUCAR DE MATAMOROS DIRECTORA DE OBRA PUBLICA, DESARROLLO URBANO C. CLAUDIA GONZALEZ ROMERO 1:100 ESCALA: ACOTACIONES: Mts. HIDRÁULICO EN LA AV. OAXACA MATAMOROS 085 IZUCAR DE PLANO No. 3/4 CENTRO S.C.T. PUEBLA SECRETARIA DE COMUNICACIONES DIRECTOR GENERAL DEL CENTRO SCT L.C. RAÚL SALVADOR AGUIRRE VALENCIA ING. JAVIER GARCIA CANSINO SUBDIRECTOR DE OBRAS ING. JOSE OSCAR AYALA BERNAL ING. RUFINO AGUILAR GINEZ RESIDENTE DE OBRA DE CONSERVACION PUEBLA RESIDENTE GRAL. DE CONSERVACION DE CARRETERAS PRESIDENTE MUNICIPAL: DR. MANUEL MADERO GONZÁLEZ Y ORDENAMIENTO TERRITORIAL 2015 FECHA: Y TRANSPORTES LAS DISTANCIAS ESTAN EN METROS. H. AYUNTAMIENTO IZÚCAR DE MATAMOROS. CROQUIS DE LOCALIZACIÓN 194 CARRANZA VENUSTIANO TLAXCO 187 086 111 JALPAN PANTEPEC 064 MENA FRANCISCO Z. DE DE 025 GUERRERO AYOTOXCO TENAMPULCO 158 002 ACATENO CHIGNAUTLA 054 HUEYTAMALCO XIUTETELCO 199 TEZIUTLAN 174 075 HUEYAPAN CASTILLO AVILA TETELES DE 173 204 YAONAHUAC 076 TUZAMAPAN 192 GALEANA DE 068 COATEPEC 030 GALEANA 028 088 JONOTLA 029 080 CAXHUACAN HUEHUETLA 072 OLINTLA 107 TLAOLA CHICONCUAUTLA JUAN GALINDO 049 091 JOPALA 089 183 123 014 AMIXTLAN 162 TEPATLAN SAN FELIPE 184 006 TLAPACOYA AHUACATLAN ZIHUATEUTLA 213 197 XICOTEPEC HERMENEGILDO 211 ZARAGOZA 212 ZAUTLA 186 HUITZILAN DE SERDAN 207 VICENTE SUAREZ DE XOCHITLAN 202 200 IXTEPEC 084 ZOQUIAPAN 216 ALLENDE NAUZONTLA 101 ZACAPOAXTLA 078 210 DE MENDEZ ZAPOTITLAN HUEYTLALPAN XOCHIAPULCO TETELA IXTACAMAXTITLAN AQUIXTLA DE 016 083 OCAMPO 208 ZACATLAN CUAUTEMPAN 172 ZONGOZOTLA RODRIGUEZ DE 215 039 167 TEPETZINTLA CAMOCUAUTLA TEPANGO IGNACIO 077 ATEMPAN TLATLAUQUITEPEC CUETZALAN DEL PROGRESO 017 043 CHICHIQUILA 050 QUIMIXTLAN 116 LAFRAGUA 093 067 058 CHILCHOTLA 063 ESPERANZA 045 023 ATZITZINTLA 179 ORIENTAL SAN JOSE CHIAPA 137 AIRES SAN 142 BUENOS NICOLAS 128 SAN 108 CUYOACO 094 105 OCOTEPEC LIBRES 170 001 ACAJETE LARA GRAJALES 117 RAFAEL 104 NOPALUCAN MAZAPILTEPEC 096 QUECHOLAC 110 DE PALMAR BRAVO 205 YEHUALTEPEC 065 GENERAL FELIPE ANGELES 012 ALJOJUCA 130 ATENCO SAN JUAN 115 EL SECO 099 097 153 HUITZILTEPEC 020 ATOYATEMPAN 154 038 DE MADERO CUAPIAXTLA 189 171 TLANEPANTLA SANTO TOMAS HUEYOTLIPAN 182 151 MIXTLA CUAUHTEMOC DE 079 TEPEYAHUALCO TOCHTEPEC TEPEACA 163 DE TEPATLAXCO HIDALGO 004 ACATZINGO 164 HUIXCOLOTLA SAN SALVADOR 144 DE 118 JUAREZ LOS REYES TECAMACHALCO JUAREZ SOLTEPEC 152 DE SALVADOR TEPEYAHUALCO CHALCHICOMULA DE SESMA CA?ADA MORELOS TLACHICHUCA GUADALUPE VICTORIA 044 VERACRUZ-LLAVE ESTADO NAUPAN 071 AHUAZOTEPEC 008 PAHUATLAN 057 CHILA HONEY 100 109 DE CHIGNAHUAPAN 053 HIDALGO ESTADO CUAUTLANCINGO 041 034 DE JUAN C. BONILLA TLALTENANGO 090 MARTIN SAN 132 074 TEXMELUCAN CALPAN 026 048 ARENAS DOMINGO 060 122 CHIAUTZINGO TEOTLALCINGO SAN FELIPE HUEJOTZINGO 134 TLALANCALECA SAN MATIAS SAN MIGUEL 181 XOXTLA 136 CORONANGO TLATLAUQUITEPEC 150 EL GRANDE 159 HUEHUETLAN 193 MAGDALENA LA 095 SAN JUAN ATZOMPA 131 119 114 PUEBLA 106 SAN ANDRES CHOLULA 015 CUAUTINCHAN 040 AMOZOC GREGORIO ATZOMPA SAN 125 TOCHIMILTZINGO LA MESA SAN DIEGO 121 166 TEPEOJUMA 069 HUAQUECHULA 138 TECUANIPAN SAN JERONIMO 126 CHOLULA SANTA ISABEL 148 175 TIANGUISMANALCO 102 NEALTICAN ATLIXCO 019 140 SAN PEDRO TEOPANTLAN CHOLULA OCOYUCAN 165 022 COHUECAN 033 005 ATZITZIHUACAN TOCHIMILCO 188 TEPEMAXALCO RANCHOS SAN SALVADOR SAN NICOLAS DE LOS EL 143 VERDE TLAHUAPAN 180 ESTADO TZICATLACOYAN HERRERA TECALI DE TLAXCALA ESTADO HUACHINANGO 178 TLACUILOTEPEC 145 061 ELOXOCHITLAN ZOQUITLAN 217 214 ZINACATEPEC 013 ALTEPEXI 124 SAN GABRIEL 010 CA?ADA ANTONI SAN 120 103 BRAVO NICOLAS 195 GUERRERO VICENTE AJALPAN 035 036 COYOMEAPAN 129 SAN JOSE MIAHUATLAN COXCATLAN CHILAC 156 CHAPULCO 018 TLACOTEPEC DE 046 TEPANCO LOPEZ DE 161 177 BENITO JUAREZ MOLCAXAC XAYACATLAN JERONIMO COYOTEPEC SAN 127 098 DE 169 RODRIGUEZ TEPEXI IXCAQUIXTLA 037 DE 190 TOTOLTEPEC MENDEZ N. JUAN 092 XOCHITLAN 203 SANTOS TODOS 082 ATEXCAL 209 ZAPOTITLAN SAN CHILA 055 MIGUEL IXITLAN 112 PETLALCINGO 135 ESTADO GUERRERO MIAHUATLAN TEHUACAN CALTEPEC 027 SANTIAGO 149 OAXACA DE SAN SEBASTIAN TLACOTEPEC CUAYUCA DE ANDRADE 042 147 AHUATEMPAN SANTA INES 206 070 ZACAPALA HUATLATLAUCA SANTA CATARINA COATZINGO 031 146 TLALTEMPAN CHIGMECATITLAN 052 XOCHILTEPEC 157 MATAMOROS ATZALA 021 TILAPA EPATLAN 062 TOTOLTEPEC SAN MARTIN 133 176 085 185 TLAPANALA IZUCAR DE 007 TEHUITZINGO AHUATLAN YELOIXTLAHUACA ACATLAN ANICANO PABLO SAN 139 066 009 GUADALUPE AHUEHUETITLA SAN PEDRO 003 141 155 TULCINGO TECOMATLAN CHINANTLA 024 056 191 LA SAL CHILA DE AXUTLA 059 113 PIAXTLA HUEHUETLAN 073 EL CHICO 168 TEPEXCO 087 JOLALPAN 160 TEOTLALCO ALBINO ZERTUCHE COHETZALA 032 011 DE 081 IXCAMILPA GUERRERO XICOTLAN 198 DE ESTADO GUERRERO 047 CHIAUTLA MORELOS DE 196 BRAVO XAYACATLAN DE ACTEOPAN 201 051 CHIETLA MUNICIPIO DE IZÚCAR DE MATAMOROS LOCALIDAD: IZUCAR DE MATAMOROS DIRECTORA DE OBRA PUBLICA, DESARROLLO URBANO C. CLAUDIA GONZALEZ ROMERO 1:100 ESCALA: ACOTACIONES: Mts. HIDRÁULICO EN LA AV. OAXACA MATAMOROS 085 IZUCAR DE PLANO No. 4/4 PRESIDENTE MUNICIPAL: DR. MANUEL MADERO GONZÁLEZ Y ORDENAMIENTO TERRITORIAL 2015 FECHA: LOCALIZACION LOCALIZACION LOCALIZACION PAVIMENTACION CON CONCRETO HIDRÁULICO DE LA AVENIDA OAXACA EN LA LOCALIDAD DE IZUCAR DE MATAMOROS SECCIONES PARA LA AVENIDA OAXACA PLANTA Y DIAGRAMA DE CURVAS PERFIL PARA LA AVENIDA OAXACA PLANO DE PLANTA, PERFIL Y SECCIONES PAVIMENTACION CON CONCRETO PLANO DE PLANTA, PERFIL Y SECCIONES PAVIMENTACION CON CONCRETO PLANO DE PLANTA, PERFIL Y SECCIONES PAVIMENTACION CON CONCRETO PLANO DE PLANTA, PERFIL Y SECCIONES PAVIMENTACION CON CONCRETO HIDRÁULICO DE LA AVENIDA OAXACA EN LA LOCALIDAD DE IZUCAR DE MATAMOROS SECCIONES PARA LA AVENIDA OAXACA PLANTA PERFIL PARA LA AVENIDA OAXACA 5 5 CENTRO S.C.T. PUEBLA SECRETARIA DE COMUNICACIONES DIRECTOR GENERAL DEL CENTRO SCT L.C. RAÚL SALVADOR AGUIRRE VALENCIA ING. JAVIER GARCIA CANSINO SUBDIRECTOR DE OBRAS ING. JOSE OSCAR AYALA BERNAL ING. RUFINO AGUILAR GINEZ RESIDENTE DE OBRA DE CONSERVACION PUEBLA RESIDENTE GRAL. DE CONSERVACION DE CARRETERAS Y TRANSPORTES PERFIL PARA LA AVENIDA OAXACA PLANTA SECCIONES PERFIL PARA LA AVENIDA OAXACA PLANTA SECCIONES LAS DISTANCIAS ESTAN EN METROS. H. AYUNTAMIENTO IZÚCAR DE MATAMOROS. CROQUIS DE LOCALIZACIÓN 194 CARRANZA VENUSTIANO TLAXCO 187 086 111 JALPAN PANTEPEC 064 MENA FRANCISCO Z. DE DE 025 GUERRERO AYOTOXCO TENAMPULCO 158 002 ACATENO CHIGNAUTLA 054 HUEYTAMALCO XIUTETELCO 199 TEZIUTLAN 174 075 HUEYAPAN CASTILLO AVILA TETELES DE 173 204 YAONAHUAC 076 TUZAMAPAN 192 GALEANA DE 068 COATEPEC 030 GALEANA 028 088 JONOTLA 029 080 CAXHUACAN HUEHUETLA 072 OLINTLA 107 TLAOLA CHICONCUAUTLA JUAN GALINDO 049 091 JOPALA 089 183 123 014 AMIXTLAN 162 TEPATLAN SAN FELIPE 184 006 TLAPACOYA AHUACATLAN ZIHUATEUTLA 213 197 XICOTEPEC HERMENEGILDO 211 ZARAGOZA 212 ZAUTLA 186 HUITZILAN DE SERDAN 207 VICENTE SUAREZ DE XOCHITLAN 202 200 IXTEPEC 084 ZOQUIAPAN 216 ALLENDE NAUZONTLA 101 ZACAPOAXTLA 078 210 DE MENDEZ ZAPOTITLAN HUEYTLALPAN XOCHIAPULCO TETELA IXTACAMAXTITLAN AQUIXTLA DE 016 083 OCAMPO 208 ZACATLAN CUAUTEMPAN 172 ZONGOZOTLA RODRIGUEZ DE 215 039 167 TEPETZINTLA CAMOCUAUTLA TEPANGO IGNACIO 077 ATEMPAN TLATLAUQUITEPEC CUETZALAN DEL PROGRESO 017 043 CHICHIQUILA 050 QUIMIXTLAN 116 LAFRAGUA 093 067 058 CHILCHOTLA 063 ESPERANZA 045 023 ATZITZINTLA 179 ORIENTAL SAN JOSE CHIAPA 137 AIRES SAN 142 BUENOS NICOLAS 128 SAN 108 CUYOACO 094 105 OCOTEPEC LIBRES 170 001 ACAJETE LARA GRAJALES 117 RAFAEL 104 NOPALUCAN MAZAPILTEPEC 096 QUECHOLAC 110 DE PALMAR BRAVO 205 YEHUALTEPEC 065 GENERAL FELIPE ANGELES 012 ALJOJUCA 130 ATENCO SAN JUAN 115 EL SECO 099 097 153 HUITZILTEPEC 020 ATOYATEMPAN 154 038 DE MADERO CUAPIAXTLA 189 171 TLANEPANTLA SANTO TOMAS HUEYOTLIPAN 182 151 MIXTLA CUAUHTEMOC DE 079 TEPEYAHUALCO TOCHTEPEC TEPEACA 163 DE TEPATLAXCO HIDALGO 004 ACATZINGO 164 HUIXCOLOTLA SAN SALVADOR 144 DE 118 JUAREZ LOS REYES TECAMACHALCO JUAREZ SOLTEPEC 152 DE SALVADOR TEPEYAHUALCO CHALCHICOMULA DE SESMA CA?ADA MORELOS TLACHICHUCA GUADALUPE VICTORIA 044 VERACRUZ-LLAVE ESTADO NAUPAN 071 AHUAZOTEPEC 008 PAHUATLAN 057 CHILA HONEY 100 109 DE CHIGNAHUAPAN 053 HIDALGO ESTADO CUAUTLANCINGO 041 034 DE JUAN C. BONILLA TLALTENANGO 090 MARTIN SAN 132 074 TEXMELUCAN CALPAN 026 048 ARENAS DOMINGO 060 122 CHIAUTZINGO TEOTLALCINGO SAN FELIPE HUEJOTZINGO 134 TLALANCALECA SAN MATIAS SAN MIGUEL 181 XOXTLA 136 CORONANGO TLATLAUQUITEPEC 150 EL GRANDE 159 HUEHUETLAN 193 MAGDALENA LA 095 SAN JUAN ATZOMPA 131 119 114 PUEBLA 106 SAN ANDRES CHOLULA 015 CUAUTINCHAN 040 AMOZOC GREGORIO ATZOMPA SAN 125 TOCHIMILTZINGO LA MESA SAN DIEGO 121 166 TEPEOJUMA 069 HUAQUECHULA 138 TECUANIPAN SAN JERONIMO 126 CHOLULA SANTA ISABEL 148 175 TIANGUISMANALCO 102 NEALTICAN ATLIXCO 019 140 SAN PEDRO TEOPANTLAN CHOLULA OCOYUCAN 165 022 COHUECAN 033 005 ATZITZIHUACAN TOCHIMILCO 188 TEPEMAXALCO RANCHOS SAN SALVADOR SAN NICOLAS DE LOS EL 143 VERDE TLAHUAPAN 180 ESTADO TZICATLACOYAN HERRERA TECALI DE TLAXCALA ESTADO HUACHINANGO 178 TLACUILOTEPEC 145 061 ELOXOCHITLAN ZOQUITLAN 217 214 ZINACATEPEC 013 ALTEPEXI 124 SAN GABRIEL 010 CA?ADA ANTONI SAN 120 103 BRAVO NICOLAS 195 GUERRERO VICENTE AJALPAN 035 036 COYOMEAPAN 129 SAN JOSE MIAHUATLAN COXCATLAN CHILAC 156 CHAPULCO 018 TLACOTEPEC DE 046 TEPANCO LOPEZ DE 161 177 BENITO JUAREZ MOLCAXAC XAYACATLAN JERONIMO COYOTEPEC SAN 127 098 DE 169 RODRIGUEZ TEPEXI IXCAQUIXTLA 037 DE 190 TOTOLTEPEC MENDEZ N. JUAN 092 XOCHITLAN 203 SANTOS TODOS 082 ATEXCAL 209 ZAPOTITLAN SAN CHILA 055 MIGUEL IXITLAN 112 PETLALCINGO 135 ESTADO GUERRERO MIAHUATLAN TEHUACAN CALTEPEC 027 SANTIAGO 149 OAXACA DE SAN SEBASTIAN TLACOTEPEC CUAYUCA DE ANDRADE 042 147 AHUATEMPAN SANTA INES 206 070 ZACAPALA HUATLATLAUCA SANTA CATARINA COATZINGO 031 146 TLALTEMPAN CHIGMECATITLAN 052 XOCHILTEPEC 157 MATAMOROS ATZALA 021 TILAPA EPATLAN 062 TOTOLTEPEC SAN MARTIN 133 176 085 185 TLAPANALA IZUCAR DE 007 TEHUITZINGO AHUATLAN YELOIXTLAHUACA ACATLAN ANICANO PABLO SAN 139 066 009 GUADALUPE AHUEHUETITLA SAN PEDRO 003 141 155 TULCINGO TECOMATLAN CHINANTLA 024 056 191 LA SAL CHILA DE AXUTLA 059 113 PIAXTLA HUEHUETLAN 073 EL CHICO 168 TEPEXCO 087 JOLALPAN 160 TEOTLALCO ALBINO ZERTUCHE COHETZALA 032 011 DE 081 IXCAMILPA GUERRERO XICOTLAN 198 DE ESTADO GUERRERO 047 CHIAUTLA MORELOS DE 196 BRAVO XAYACATLAN DE ACTEOPAN 201 051 CHIETLA MUNICIPIO DE IZÚCAR DE MATAMOROS LOCALIDAD: IZUCAR DE MATAMOROS DIRECTORA DE OBRA PUBLICA, DESARROLLO URBANO C. CLAUDIA GONZALEZ ROMERO 1:100 ESCALA: ACOTACIONES: Mts. HIDRÁULICO EN LA AV. OAXACA MATAMOROS 085 IZUCAR DE PLANO No. 1/1 PRESIDENTE MUNICIPAL: DR. MANUEL MADERO GONZÁLEZ Y ORDENAMIENTO TERRITORIAL 2015 FECHA: LOCALIZACION PAVIMENTACION CON CONCRETO PLANO DE DETALLES Y SEÑALAMIENTO CENTRO S.C.T. PUEBLA SECRETARIA DE COMUNICACIONES DIRECTOR GENERAL DEL CENTRO SCT L.C. RAÚL SALVADOR AGUIRRE VALENCIA ING. JAVIER GARCIA CANSINO SUBDIRECTOR DE OBRAS ING. JOSE OSCAR AYALA BERNAL ING. RUFINO AGUILAR GINEZ RESIDENTE DE OBRA DE CONSERVACION PUEBLA RESIDENTE GRAL. DE CONSERVACION DE CARRETERAS Y TRANSPORTES IZUCAR DE MATAMOROS EPATLAN OAXACA EPATLAN IZUCAR DE MATAMOROS ATENCINGO OAXACA ATENCINGO SP-6 SP-18 SP-33 SP-6 SP-32 SR-6 SR-7 SR-9 SR-18 SR-34 SID-9 SID-9 SID-9 SID-9 SIS-17 CURVA CURVA DOBLE CIRCULACION CRUCE DE ESCOLARES CRUCE DE PEATONES ALTO CEDA EL PASO VELOCIDAD RESTRICTIVA NO REBASE CINTURON DE SEGURIDAD SEÑAL INFORMATIVA DE DESTINO MEDICO SEÑAL INFORMATIVA DE DESTINO SEÑAL INFORMATIVA DE DESTINO SEÑAL INFORMATIVA DE DESTINO 1 1 3 2 3 3 8 4 4 4 1 1 1 1 3 SIMBOLO CODIGO CANTIDAD LOCALIZACION CADENAMIENTO HD 0+002.00 HI 0+220.00 HI 0+540.00 HD 1+060.00 HI 0+400.00 HD 0+580.00 HD HI 1+200.00 HI 0+560.00 HD 0+630.00 HI 2+015.00 HI 1+980.00 HI 1+260.00 HD 0+015.00 HI 1+960.00 HI 1+320.00 HD 0+080.00 HI 0+700.00 HD 2+060.00 HI 0+645.00 HD 2+000.00 HD 2+060.00 0+320.00 HD 0+190.00 HD 0+765.00 HI 1+780.00 HI 1+580.00 HD 0+150.00 HD 0+750.00 HI 1+900.00 HI 0+510.00 HI 1+800.00 HD 1+260.00 DESCRIPCION HD 0+100.00 HD 0+700.00 HI 1+950.00 HI 0+560.00 HD 0+030.00 HD 0+780.00 HI 1+850.00 HI 0+460.00 ALETA DE VARILLA DE 3/4" ALETA DE VARILLA DE 3/4" DE 3.20 mts DE LARGO 0.60 0.30 0.70 0.30 EMPOTRAMIENTO DE SEÑALES BAJAS POSTE PTR DE CONCRETO Fc=150 KG/CM 2 POSTE PTR DE 3.20 mts DE LARGO CONCRETO Fc=150 KG/CM 2 VARIABLE 0.50 minimo BAJAS HOMBRO CALZADA 1.50 1.50 CALZADA HOMBRO 0.50 minimo EN CORTE HOMBRO CALZADA 1.50 minimo 0.50 VARIABLE BAJAS CORTE HOMBRO CALZADA 1.50 0.50 minimo EN TERRAPLEN INFORMATIVAS DE DESTINO DISTANCIA LATERAL Y ALTURA DE LAS SEÑALES EN TERRAPLEN PREVENTIVAS Y RESTRICTIVAS DISTANCIA LATERAL Y ALTURA DE LAS SEÑALES EN RAYA EN LA ORILLA DERECHA EN RAYA EN LA ORILLA DERECHA CENTRAL CONTINUA DETALLE DE UBICACION DE RAYAS REFLEJANTES CALZADA BANQUETA BANQUETA PEND. \U+2104 BANQUETA BANQUETA PARAMENTO PARAMENTO SECCION TIPO CONCRETO HIDRAULICO 0.20 M BASE HIDRAULICA 0.20 M SUBRASANTE 0.20 M 12 M \W9.15732; 2% 1M \W7.62750; 1.00 M

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Pool
Tags	autocad, Design, DWG, executive, full, geometric, HIGHWAY, pavement, presentation, profile, Project, Road, road design, route, standards, surveying