Hydraulic Cement Pavement, Preschool DWG Plan for AutoCAD

Hydraulic Cement Pavement, Preschool DWG Plan for AutoCAD

hydraulic concrete pavement from a primary school to a early stage kindergarten. Sections, plans and construction details.

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

north, asphalt membrane placed longitudinally in casting borders, details of concrete section, project section, hydraulic base, bench, garrison, painting in garrison, faces for application, npt, irving type grid, plant and stormhole cut , symbolism, bank of reference level, manhole, construction panel, side, coordinates, distance, heading, est, children’s garden, manuel castillo g., ordinates of the, curve mass, embankment, cut, subgrade , terrain, volume, thickness, elevation, profile main street, storm mouth, date :, scale :, locality :, project :, plane :, continuation pavement of hydraulic concrete, topographic profile, construction sections, indicated, elementary school emiliano zapata, general plant, topographic plant

Raw text data extracted from CAD file:

NORTE MALLA ELECTROSOLDADA CALIBRE 6-6/10-10 COLOCADA A MITAD DEL ESPESOR DEL CONCRETO MEMBRANA ASFALTICA COLOCADA LONGITUDINALMENTE EN FRONTERAS DE COLADO JUNTA DE DILATACION DE PVC DE 5cm COLOCADA TRANSVERSALMENTE A CADA 3 m. MALLA ELECTROSOLDADA CALIBRE 6-6/10-10 COLOCADA A MITAD DEL ESPESOR DEL CONCRETO \A1;CONCRETO HIDRAULICO RESISTENCIA f'c=250 kg/cm2 DE 15cm. DE ESPESOR COLADO EN TRAMOS DE 30m. POR \S1/2; DEL ANCHO DE CALLE. GUARNICION DE CONCRETO HIDRAULICO RESISTENCIA f'c=150 kg/cm2 SECCION 15x40x20cm DETALLES DE SECCION DE CONCRETO 4.8094 4.8104 15 SECCION DE PROYECTO 5.00 m 5 5 5 CONCRETO f'c=250 kg/cm2 BASE HIDRAULICA -2.00% -2.00% BANQUETA BANQUETA \A1;40 \A1;20 \A1;15 GUARNICION CONCRETO f'c=150 kg/cm2 \A1;15 GUARNICION DE PINTURA EN GUARNICION \A1;15 CARAS PARA APLICACION N.P.T. BANQUETA rejilla tipo irving rejilla electrosoldada tipo irving. trafico pesado tipo IS-01 estandar 80 60 10 10 10 70 alcantarilla tipo 1 600 80 PLANTA Y CORTE DE BOCA DE TORMENTA concreto fc=250 kg/cm2 reforzado S I M B O L O G Í A BANCO DE NIVEL DE REFERENCIA POZO DE VISITA BN-01 POSTE CFE (MADERA) CUADRO DE CONSTRUCCION LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,199,942.0160 660,132.5870 1 21 S 01°32'40.43" E 12.06 21 2,199,929.9630 660,132.9120 21 29 S 05°40'06.25" O 33.51 29 2,199,896.6150 660,129.6020 29 55 S 08°19'57.44" O 36.69 55 2,199,860.3130 660,124.2850 55 66 S 05°17'31.46" O 57.74 66 2,199,786.3070 660,117.4300 LONGITUD = 140.00 m 1 21 29 55 0+000.000 0+020.000 0+040.000 0+060.000 0+080.000 0+100.000 0+120.000 0+140.000 0+012.057 0+045.569 0+082.258 JARDIN DE NIÑOS MANUEL CASTILLO G. ELEV. 1572.394 (PINTURA EN BANQUETA) 1,580 1,575 1,570 1,565 1,560 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 500 ESCALA VERTICAL 1 : 250 PERFIL CALLE PRINCIPAL -10.0 % en 30.00m -5.0 % en 30.00m -2.0 % en 25.00m +1.5 % en 35.00m +2.5 % en 60.00m 0+000.000 10,000 0.00 0.00 0.20 1,572.32 1,572.52 0+012.057 10,017 0.00 16.62 0.26 1,571.11 1,571.38 0+020.000 10,032 0.00 15.33 0.37 1,570.32 1,570.68 0+040.000 10,080 0.00 48.46 0.33 1,568.82 1,569.15 0+045.569 10,092 0.05 11.19 0.25 1,568.54 1,568.78 0+060.000 10,118 0.14 26.52 0.31 1,567.82 1,568.13 0+080.000 10,155 0.08 37.09 0.30 1,567.42 1,567.71 0+082.258 10,159 0.05 3.76 0.31 1,567.37 1,567.68 0+100.000 10,190 0.29 31.57 0.32 1,567.54 1,567.86 0+120.000 10,224 0.00 34.11 0.22 1,567.84 1,568.07 0+140.000 10,254 0.00 29.63 0.19 1,568.34 1,568.53 TOTAL VOLUMEN CORTE = 269.17m3 TOTAL VOLUMEN TERRAPLEN = -0.61m3 1573 1572 1571 1570 1570 1569 1569 1568 1568 1568 1 0+000.000 0+020.000 0+040.000 0+060.000 0+080.000 0+100.000 0+120.000 0+140.000 0+012.057 0+045.569 0+082.258 Y=2,199,800 Y=2,199,850 Y=2,199,900 Y=2,199,950 JARDIN DE NIÑOS MANUEL CASTILLO G. ELEV. 1572.394 (PINTURA EN BANQUETA) 1568 X=660,100 BOCA DE TORMENTA rejilla tipo irving MARZO 2012 FECHA: ESCALA: LOCALIDAD: PROYECTO: PLANO: 3 DE 4 CONTINUACION PAVIMENTO DE CONCRETO HIDRAULICO PLANO: PERFIL TOPOGRAFICO 1:500 DE LA ESCUELA PRIMARIA HASTA EL JARDIN DE NIÑOS 1 RA ETAPA -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,568 1,569 1,570 1,571 1,572 1,573 1,574 1,575 1,576 1,577 1,578 L C R=1,572.32 T.N.=1,572.52 OFF=-3.00 R=1,572.52 OFF=3.00 R=1,572.67 AREA DE CORTE = 1.40m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 1,575 1,576 1,577 L C R=1,571.11 T.N.=1,571.38 OFF=-3.00 R=1,571.24 OFF=3.00 R=1,571.30 AREA DE CORTE = 1.36m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+012.057 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 1,575 1,576 L C R=1,570.32 T.N.=1,570.68 OFF=-3.00 R=1,570.26 OFF=2.92 R=1,570.26 AREA DE CORTE = 2.50m2 AREA DE TERRAPLEN = 0.00m2 -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 1,575 L C R=1,568.82 T.N.=1,569.15 OFF=-2.91 R=1,568.76 OFF=3.00 R=1,568.76 AREA DE CORTE = 2.35m2 AREA DE TERRAPLEN = 0.00m2 -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 1,575 L C R=1,568.54 T.N.=1,568.78 OFF=-2.71 R=1,568.48 OFF=3.00 R=1,568.48 AREA DE CORTE = 1.67m2 AREA DE TERRAPLEN = 0.02m2 -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+045.569 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,563 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,567.82 T.N.=1,568.13 OFF=-3.00 R=1,567.76 OFF=2.92 R=1,567.76 AREA DE CORTE = 2.00m2 AREA DE TERRAPLEN = 0.00m2 -2.00% ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,563 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,567.42 T.N.=1,567.71 OFF=-3.00 R=1,567.30 OFF=3.00 R=1,567.86 AREA DE CORTE = 1.71m2 AREA DE TERRAPLEN = 0.01m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,563 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,567.37 T.N.=1,567.68 OFF=-3.00 R=1,567.17 OFF=3.00 R=1,567.75 AREA DE CORTE = 1.62m2 AREA DE TERRAPLEN = 0.03m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+082.258 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,563 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,567.54 T.N.=1,567.86 OFF=-3.00 R=1,567.57 OFF=3.00 R=1,568.08 AREA DE CORTE = 1.94m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,563 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,567.84 T.N.=1,568.07 OFF=-3.00 R=1,568.11 OFF=3.00 R=1,567.99 AREA DE CORTE = 1.47m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.000 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,568.34 T.N.=1,568.53 OFF=-3.00 R=1,568.73 OFF=3.00 R=1,568.71 AREA DE CORTE = 1.49m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.000 MARZO 2012 FECHA: ESCALA: LOCALIDAD: PROYECTO: PLANO: 4 DE 4 CONTINUACION PAVIMENTO DE CONCRETO HIDRAULICO PLANO: SECCIONES DE CONSTRUCCION INDICADA DE LA ESCUELA PRIMARIA HASTA EL JARDIN DE NIÑOS 1 RA ETAPA ESCUELA PRIMARIA EMILIANO ZAPATA X=660,100 MARZO 2012 FECHA: ESCALA: LOCALIDAD: PROYECTO: PLANO: 1 DE 4 CONTINUACION PAVIMENTO DE CONCRETO HIDRAULICO PLANO: PLANTA GENERAL S / E DE LA ESCUELA PRIMARIA HASTA EL JARDIN DE NIÑOS 1RA ETAPA Y=2,199,800 Y=2,199,850 Y=2,199,900 Y=2,199,950 X=660,100 X=660,100 MARZO 2012 FECHA: ESCALA: LOCALIDAD: PROYECTO: PLANO: 2 DE 4 CONTINUACION PAVIMENTO DE CONCRETO HIDRAULICO PLANO: PLANTA TOPOGRAFICA S / E DE LA ESCUELA PRIMARIA HASTA EL JARDIN DE NIÑOS 1 RA ETAPA 0+150.000 0+150.000 66 CUADRO DE CONSTRUCCION LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,199,942.0160 660,132.5870 1 21 S 01°32'40.43" E 12.06 21 2,199,929.9630 660,132.9120 21 29 S 05°40'06.25" O 33.51 29 2,199,896.6150 660,129.6020 29 55 S 08°19'57.44" O 36.69 55 2,199,860.3130 660,124.2850 55 66 S 05°17'31.46" O 67.74 66 2,199,786.3070 660,117.4300 LONGITUD = 150.00 m CUADRO DE CONSTRUCCION LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,199,942.0160 660,132.5870 1 21 S 01°32'40.43" E 12.06 21 2,199,929.9630 660,132.9120 21 29 S 05°40'06.25" O 33.51 29 2,199,896.6150 660,129.6020 29 55 S 08°19'57.44" O 36.69 55 2,199,860.3130 660,124.2850 55 66 S 05°17'31.46" O 67.74 66 2,199,786.3070 660,117.4300 LONGITUD = 150.00 m -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 1,564 1,565 1,566 1,567 1,568 1,569 1,570 1,571 1,572 1,573 1,574 L C R=1,568.34 T.N.=1,568.67 OFF=-3.00 R=1,568.87 OFF=3.00 R=1,568.85 AREA DE CORTE = 1.49m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESTACION 0+150.000 0+150.000 10,268 0.00 14.90 0.19 1,568.473 1,568.67

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, cement, concrete, DWG, early, HIGHWAY, hydraulic, kindergarten, pavement, pavements, plan, plans, primary, Road, route, school, sections, stage