Concrete Pavement DWG Block for AutoCAD

Concrete Pavement DWG Block for AutoCAD

Hydraulic concrete pavement of the street rayon, located in the city of Huauchinango;Puebla

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

ozab, berri, j nuno, cuauhtemoc, manuel andrade, moctezuma, rafael cravioto, bravo, warrior, corrector, m avila, camacho, maria, santa, catholica, isabel la, cda, colon, h galeana, guadalupe, ledezma and manjarrez, morelos, portal, zaragoza, constitution, pza de la, c mine, may, cjon, visual, cfe, playground, church, gregorio a salas, huauchinango, zacamila, totolapa, nopala, alsesec, san miguel acuautla, patoltecoya, michuca, texcapa, acuautlita, acatlan, cuacuila, capulines, painted stones, ocpaco, xilocuautla, puga, paradise, santiago, la morena, tomatzin, sale girl, big sale, tlacomulco, santa catalina, mirador, xopanapa, chicuase, ixhuacatla, ahuacatlan, papatlapa, xaltepec, tlalmaya, papatlazolco, santiago good view, colonies of hidalgo, tenango of flowers, new necaxa, xicotepec, san agustin, cuahueyatla, tenohuacatlan, ozomatlan, tepetzintla de galeana, a tuxpan, tlalcoyunga, terrain natural, facing, variable, variable, base, paving to, sidewalk, cross section type, hydraulic pavement, thickness., hydraulic base, garrison, ordinates of the, curve mass, embankment, cut, subgrade, terrain, volume, thickness, elevation, profile street rayon, river san juan, lafragua , e carranza, av revolucion, c eugenia, revolution, priv, edge, rayon, av de las towers, ramon, dptvo field, carreon, monterrey, nelly, dr g dominguez, ofelia r caves, corona, altamirano, ramon lopez velarde , rafael, cravioto, col paraiso, ptel, pluz, construc., gutter, wall, street colon, inicia.empedrado, steps, chapel, pachuca-tuxpan road, state:, municipality:, locality,, puebla, project:, pavement hydraulic concrete street rayon., plane:, sections, vo. bo., _________________________ ing. resident of module, plane, projected and drew:, scale: those indicated, sketch of location, east, south, west, north, existing sidewalk

Raw text data extracted from CAD file:

OZAB BERRI 16 J NUNO 17 CUAUHTEMOC V. MANUEL ANDRADE MOCTEZUMA RAFAEL CRAVIOTO 33 2 8 BRAVO 10 GUERRERO CORREGIDORA 9 M AVILA 14 CAMACHO 15 28 43 MARIA SANTA CDA 12 DE OCT 44 CATOLICA ISABEL LA CDA 42 49 1a C DE 35 COLON H GALEANA 2 DE ABR 2 GUADALUPE LEDEZMA Y MANJARREZ MONSE¥OR GUILLERMO MORELOS 14 15 12 11 PORTAL DE ZARAGOZA CONSTITUCION PZA DE LA 16 C DE MINA 22 19 40 AL 9 10 MAYO 1o DE CJON VISUAL 37 6 CFE 8 CDA PARQUE INFANTIL IGLESIA GREGORIO A SALAS HUAUCHINANGO ZACAMILA TOTOLAPA NOPALA ALSESEC SAN MIGUEL ACUAUTLA PATOLTECOYA MICHUCA TEXCAPA ACUAUTLITA ACATLAN CUACUILA LOS CAPULINES PIEDRAS PINTADAS OCPACO XILOCUAUTLA PUGA EL PARAISO SANTIAGO LA MORENA TOMATZIN VENTA CHICA VENTA GRANDE TLACOMULCO SANTA CATALINA EL MIRADOR XOPANAPA CHICUASE IXHUACATLA AHUACATLAN PAPATLAPA XALTEPEC TLALMAYA PAPATLAZOLCO SANTIAGO BUENA VISTA LAS COLONIAS DE HIDALGO TENANGO DE LAS FLORES NUEVO NECAXA XICOTEPEC SAN AGUSTIN CUAHUEYATLA TENOHUACATLAN OZOMATLAN TEPETZINTLA DE GALEANA A TUXPAN TLALCOYUNGA -2.00% DETALLE 01 C L TERRENO NATURAL PARAMENTO Variable VARIABLE 0.15 0.15 0.15 0.50 BASE PAVIMENTO BANQUETA -2.00% -2.00% CORTE TRANSVERSAL TIPO C L TERRENO NATURAL PARAMENTO PARAMENTO TERRENO NATURAL 0.20 0.80 m 0.20 0.80 m VARIABLE VARIABLE 0.15 0.15 0.15 0.15 BASE PAVIMENTO BANQUETA 0.20 0.45 0.15 BANQUETA PAVIMENTO HIDRAULICO EN CALLE DE 15 CM. DE ESPESOR. BASE HIDRAULICA DE 15 CM DE ESPESOR. GUARNICION 0.10 Variable TERRENO NATURAL 1,555 1,554 1,553 1,552 1,551 1,550 1,549 1,548 1,547 1,546 1,545 1,544 1,543 1,542 1,541 1,540 1,539 1,538 1,537 1,536 1,535 1,534 1,533 1,532 1,531 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 PERFIL CALLE RAYON +13.00 % en 76.51m 0+000.00 100 0.00 0.00 0.30 1,539.27 1,539.57 0+010.00 41 79.95 20.72 0.08 1,540.51 1,540.60 0+020.00 14 42.96 16.22 0.32 1,541.75 1,542.08 0+030.00 28 21.07 35.02 0.05 1,543.00 1,542.94 0+040.00 80 0.37 52.06 0.16 1,544.24 1,544.39 0+050.00 154 0.00 74.32 0.73 1,545.48 1,546.21 0+060.00 251 0.00 97.04 0.33 1,546.72 1,547.05 0+070.00 368 0.00 116.65 0.44 1,547.96 1,548.40 0+072.65 480 0.00 112.75 1.20 1,548.77 1,549.96 TOTAL VOLUMEN CORTE = 524.78m3 TOTAL VOLUMEN TERRAPLEN = -144.35m3 FACTOR ABUND. = 1.30 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,536 1,537 1,538 1,539 1,540 1,541 1,542 1,543 L C R=1,539.27 T.N.=1,539.57 OFF=-5.01 R=1,539.17 OFF=5.00 R=1,539.27 AREA DE CORTE = 1.94m2 AREA DE TERRAPLEN = 0.45m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,537 1,538 1,539 1,540 1,541 1,542 1,543 L C R=1,540.51 T.N.=1,540.60 OFF=-5.00 R=1,540.54 OFF=5.00 R=1,540.51 AREA DE CORTE = 0.64m2 AREA DE TERRAPLEN = 1.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+010.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,539 1,540 1,541 1,542 1,543 1,544 1,545 L C R=1,541.75 T.N.=1,542.08 OFF=-5.00 R=1,541.79 OFF=5.00 R=1,541.75 AREA DE CORTE = 1.64m2 AREA DE TERRAPLEN = 0.41m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,540 1,541 1,542 1,543 1,544 1,545 1,546 1,547 L C R=1,543.00 T.N.=1,542.94 OFF=-5.00 R=1,543.00 OFF=5.00 R=1,543.00 AREA DE CORTE = 1.12m2 AREA DE TERRAPLEN = 0.51m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+030.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,542 1,543 1,544 1,545 1,546 1,547 1,548 L C R=1,544.24 T.N.=1,544.39 OFF=-5.00 R=1,544.24 OFF=5.00 R=1,544.24 AREA DE CORTE = 1.53m2 AREA DE TERRAPLEN = 0.12m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,543 1,544 1,545 1,546 1,547 1,548 1,549 1,550 L C R=1,545.48 T.N.=1,546.21 OFF=-5.00 R=1,545.48 OFF=5.00 R=1,545.48 AREA DE CORTE = 4.04m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+050.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,544 1,545 1,546 1,547 1,548 1,549 1,550 1,551 L C R=1,546.72 T.N.=1,547.05 OFF=-5.00 R=1,546.72 OFF=5.00 R=1,546.72 AREA DE CORTE = 3.66m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,545 1,546 1,547 1,548 1,549 1,550 1,551 1,552 1,553 L C R=1,547.96 T.N.=1,548.40 OFF=-5.00 R=1,547.96 OFF=5.00 R=1,547.96 AREA DE CORTE = 3.95m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+070.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,546 1,547 1,548 1,549 1,550 1,551 1,552 1,553 1,554 1,555 L C R=1,548.77 T.N.=1,549.96 OFF=-5.00 R=1,548.77 OFF=5.00 R=1,548.77 AREA DE CORTE = 5.71m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+072.65 003-8 RIO SAN JUAN LAFRAGUA E CARRANZA AV REVOLUCION LAFRAGUA C EUGENIA 39 26 REVOLUCION PRIV 34 5 6 29 27 5 DE MAYO 25 4 ARISTA ARISTA ARISTA DE PRIV 23 RAYON 2a CDA DE 42 13 AV DE LAS TORRES LAFRAGUA RAMON 35 CAMPO DPTVO CARREON 48 23 MONTERREY COLON 46 25 24 NELLY DR G DOMINGUEZ OFELIA CUEVAS DE R CORONA 43 32 33 14 34 4 31 7 3 RAYON 5 001-9 ALTAMIRANO RAMON LOPEZ VELARDE 29 1 3 RAFAEL CRAVIOTO 1a CDA 33 MARIA SANTA CDA 12 DE OCT 44 42 49 2 DE ABR 1 COL PARAISO COL. 5 DE MAYO 1a 2a ptel pluz 3a pluz Construc. Cuneta MURO MURO Calle Colon Calle Colon Inic.Empedrado Escalones CAPILLA CARRETERA PACHUCA-TUXPAN 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+072.65 ESTADO : MUNICIPIO : LOCALIDAD : \W1.06551; PRESIDENTE MUNICIPAL CONSTITUCIONAL. \W1.06551; ING. ROGELIO LOPEZ ANGULO PUEBLA HUAUCHINANGO HUAUCHINANGO PROYECTO : PAVIMENTO DE CONCRETO HIDRAULICO DE LA CALLE RAYON. PLANO : SECCIONES Vo. Bo. _________________________ ING. RESIDENTE DE MODULO Vo. Bo. ____________________________ \W0.78343; ING. ROGELIO LOPEZ ANGULO PLANO \W0.93067; PAV-01 PROYECTÓ Y DIBUJÓ : FECHA: FEBRERO DEL 2010 \L____PRESIDENTE MUNICIPAL__MUNICIPAL__ \W9.27316; AUTORIZO ____________________________ \W7.17839; ARQ. JUAN CARLOS REYES P. \W8.32810; \W4.67968; DIRECTOR DE OBRAS PUBLICAS ESCALA: LAS QUE SE INDICAN CROQUIS DE LOCALIZACION ESTE SUR OESTE NE NO SE SO NORTE \W9.54732; UBICACIÓN \W9.48364; NOTAS GENERALES : 1.- ACOTACIONES Y NIVELES EN METROS. 2.- EL ACABADO DE LA SUPERFICIE SERA RASTREADO EN FORMA DE PEINE CON UNA SEPARACIÓN EN TRE DIENTES DE 10 cm Y UNA PROFUNDIDAN ENTRE 3 Y 4 cms. 3.- EL CONCRETO SERA DE UNA F'c=250 kg/cm2. 4.- TENDRA UN REFUERZO DE MALLA ELECTROSOLDADA 6-6 /6-6. 5.- EL PAVIMENTO TENDRA UN ESPESOR DE 15 cms. Y SE DEPLANTARA SOBRE TERRENO SANO COMPACTADO AL 90% DE LA PRUEBA DE PROCTOR STANDARD. 6.- VELOCIDAD DE DISEÑO IGUAL A 40 km/hr. AREA TOTAL= 499.65 M2 AREA BANQUETAS= 122.91 M2 AREA DE CALLE= 376.74 M2 BANQUETA EXISTENTE 0.20 0.45 0.15 BANQUETA PAVIMENTO HIDRAULICO EN CALLE DE 15 CM. DE ESPESOR. BASE HIDRAULICA DE 15 CM DE ESPESOR. GUARNICION 0.10 Variable TERRENO NATURAL PAVIMENTACION DE LA CALLE RAYON (ENTRE ARROYO Y CARRETERA FEDERAL MEXICO-TUXPAN) -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,546 1,547 1,548 1,549 1,550 1,551 1,552 1,553 1,554 1,555 L C R=1,548.77 T.N.=1,549.96 OFF=-5.00 R=1,548.77 OFF=5.00 R=1,548.77 AREA DE CORTE = 5.71m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+072.65 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,545 1,546 1,547 1,548 1,549 1,550 1,551 1,552 1,553 L C R=1,547.96 T.N.=1,548.40 OFF=-5.00 R=1,547.96 OFF=5.00 R=1,547.96 AREA DE CORTE = 3.95m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+070.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,544 1,545 1,546 1,547 1,548 1,549 1,550 1,551 L C R=1,546.72 T.N.=1,547.05 OFF=-5.00 R=1,546.72 OFF=5.00 R=1,546.72 AREA DE CORTE = 3.66m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,543 1,544 1,545 1,546 1,547 1,548 1,549 1,550 L C R=1,545.48 T.N.=1,546.21 OFF=-5.00 R=1,545.48 OFF=5.00 R=1,545.48 AREA DE CORTE = 4.04m2 AREA DE TERRAPLEN = 0.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+050.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,542 1,543 1,544 1,545 1,546 1,547 1,548 L C R=1,544.24 T.N.=1,544.39 OFF=-5.00 R=1,544.24 OFF=5.00 R=1,544.24 AREA DE CORTE = 1.53m2 AREA DE TERRAPLEN = 0.12m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,540 1,541 1,542 1,543 1,544 1,545 1,546 1,547 L C R=1,543.00 T.N.=1,542.94 OFF=-5.00 R=1,543.00 OFF=5.00 R=1,543.00 AREA DE CORTE = 1.12m2 AREA DE TERRAPLEN = 0.51m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+030.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,539 1,540 1,541 1,542 1,543 1,544 1,545 L C R=1,541.75 T.N.=1,542.08 OFF=-5.00 R=1,541.79 OFF=5.00 R=1,541.75 AREA DE CORTE = 1.64m2 AREA DE TERRAPLEN = 0.41m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,537 1,538 1,539 1,540 1,541 1,542 1,543 L C R=1,540.51 T.N.=1,540.60 OFF=-5.00 R=1,540.54 OFF=5.00 R=1,540.51 AREA DE CORTE = 0.64m2 AREA DE TERRAPLEN = 1.00m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+010.00 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 1,536 1,537 1,538 1,539 1,540 1,541 1,542 1,543 L C R=1,539.27 T.N.=1,539.57 OFF=-5.01 R=1,539.17 OFF=5.00 R=1,539.27 AREA DE CORTE = 1.94m2 AREA DE TERRAPLEN = 0.45m2 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 1,555 1,554 1,553 1,552 1,551 1,550 1,549 1,548 1,547 1,546 1,545 1,544 1,543 1,542 1,541 1,540 1,539 1,538 1,537 1,536 1,535 1,534 1,533 1,532 1,531 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 PERFIL CALLE RAYON +13.00 % en 76.51m 0+000.00 100 0.00 0.00 0.30 1,539.27 1,539.57 0+010.00 41 79.95 20.72 0.08 1,540.51 1,540.60 0+020.00 14 42.96 16.22 0.32 1,541.75 1,542.08 0+030.00 28 21.07 35.02 0.05 1,543.00 1,542.94 0+040.00 80 0.37 52.06 0.16 1,544.24 1,544.39 0+050.00 154 0.00 74.32 0.73 1,545.48 1,546.21 0+060.00 251 0.00 97.04 0.33 1,546.72 1,547.05 0+070.00 368 0.00 116.65 0.44 1,547.96 1,548.40 0+072.65 480 0.00 112.75 1.20 1,548.77 1,549.96 FACTOR ABUND. = 1.30 -2.00% -2.00% CORTE TRANSVERSAL TIPO C L TERRENO NATURAL PARAMENTO PARAMENTO TERRENO NATURAL 0.20 0.80 m 0.20 0.80 m VARIABLE VARIABLE 0.15 0.15 0.15 0.15 BASE PAVIMENTO BANQUETA -2.00% DETALLE 01 C L TERRENO NATURAL PARAMENTO Variable VARIABLE 0.15 0.15 0.15 0.50 BASE PAVIMENTO BANQUETA 003-8 RIO SAN JUAN LAFRAGUA E CARRANZA AV REVOLUCION LAFRAGUA C EUGENIA 39 26 REVOLUCION PRIV 34 5 6 29 27 5 DE MAYO 25 4 ARISTA ARISTA ARISTA DE PRIV 23 RAYON 2a CDA DE 42 13 AV DE LAS TORRES LAFRAGUA RAMON 35 CAMPO DPTVO CARREON 48 23 MONTERREY COLON 46 25 24 NELLY DR G DOMINGUEZ OFELIA CUEVAS DE R CORONA 43 32 33 14 34 4 31 7 3 RAYON 5 001-9 ALTAMIRANO RAMON LOPEZ VELARDE 29 1 3 RAFAEL CRAVIOTO 1a CDA 33 MARIA SANTA CDA 12 DE OCT 44 42 49 2 DE ABR 1 COL PARAISO COL. 5 DE MAYO HUAUCHINANGO ZACAMILA TOTOLAPA NOPALA ALSESEC SAN MIGUEL ACUAUTLA PATOLTECOYA MICHUCA TEXCAPA ACUAUTLITA ACATLAN CUACUILA LOS CAPULINES PIEDRAS PINTADAS OCPACO XILOCUAUTLA PUGA EL PARAISO SANTIAGO LA MORENA TOMATZIN VENTA CHICA VENTA GRANDE TLACOMULCO SANTA CATALINA EL MIRADOR XOPANAPA CHICUASE IXHUACATLA AHUACATLAN PAPATLAPA XALTEPEC TLALMAYA PAPATLAZOLCO SANTIAGO BUENA VISTA LAS COLONIAS DE HIDALGO TENANGO DE LAS FLORES NUEVO NECAXA XICOTEPEC SAN AGUSTIN CUAHUEYATLA TENOHUACATLAN OZOMATLAN TEPETZINTLA DE GALEANA A TUXPAN TLALCOYUNGA

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, city, concrete, DWG, HIGHWAY, hydraulic, located, pavement, Road, route, street