Mca Sewer DWG Block for AutoCAD

Mca Sewer DWG Block for AutoCAD

SEWER TYPE CONCRETE IS A STRUCTURED DESIGN FOR ROAD USE – WATER STEPS ;

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

ing. luis alberto aycachi inga, lamina :, project :, specialty :, plane :, scale :, date :, drawing :, indicated, routine maintenance, of the departmental road, responsible :, high-mayo special project, fernando road, moyobamba, concrete :, coatings :, reinforcing steel :, technical specifications, terrain, ef, concrete cyclopean, compacted filling, with granular material, asphalt seal, inlet, outlet

Raw text data extracted from CAD file:

0.20 0.20 0.05 0.20 0.40 0.10 0.15 0.25 0.25 0.25 0.20 0.20 0.40 0.40 0.20 0.20 0.75 7.00 ING. LUIS ALBERTO AYCACHI INGA LAMINA: PROYECTO: ESPECIALIDAD: PLANO: ESCALA: FECHA: DIBUJO: INDICADA DICIEMBRE - 2013 MANTENIMIENTO RUTINARIO DE LA CARRETERA DEPARTAMENTAL RESPONSABLE: PROYECTO ESPECIAL ALTO MAYO TLFAX. 042-562208 - ANEXO 229 CARRETERA FERNANDO BELAUNDE TERRY KM 493 MOYOBAMBA RUTA SM-113; TRAMO: MOYOBAMBA - YANTALO; L= 7.962 KM. 1.20 1.60 0.60/0.75 0.20 0.25 1.20 2.90 0.20 0.20 0.25 0.60 0.20 0.40 1.20 0.20 0.20 0.40 7.00 7.50 0.85 0.85 0.20 0.20 0.20 0.60 0.60 0.20 0.20 0.25 Junta 1" 0.25 0.25 1.20 2.90 0.20 0.20 0.85 0.85 0.25 0.25 0.25 Junta 1" 0.25 0.20 0.20 0.60 0.20 0.40 0.40 0.40 0.20 0.20 0.60 0.20 0.20 0.40 0.40 0.15 CONCRETOS: - f'c = 210 Kg/cm2 en Alcantarillas MCA - Acero Grado 60, fy = 4200 Kg/cm2 RECUBRIMIENTOS: - Recubrimiento E=0.05m al acero en Alcantarillas MCA ACERO DE REFUERZO: ESPECIFICACIONES TECNICAS - f'c = 175 Kg/cm2 en Cabezales/Muro-Cimiento 5 5 5 4 Ø 3/8" 5 5 Ø 3/8" 5 DETALLE "A" Esc.:1/20 Solado e= 10 cm. TERRENO Concreto f'c =210 kg/cm2 Concreto f'c =210 kg/cm2 S= 2.00 % VER DETALLE "A" 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A - ALCANTARILLA DE CONCRETO 0.60 x 1.20 Esc.:1/25 5 SECCIÓN X - X (Alc. 0.60 x 1.20) Esc.:1/25 5 5 5 5 5 <>/0.75 5 A A X X 5 5 5 5 5 5 PLANTA - ALCANTARILLA DE CONCRETO 0.60 x 1.20 Esc.:1/25 E.F ELEVACIÓN FRONTAL (Alc.0.60x1.20) Esc.:1/25 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8"@0.25 Ø 3/8" @ 0.25 Ø 3/8"@0.25 Ø 3/8"@0.25 Ø3/8"@0.25 Ø3/8"@0.25 Ø 3/8"@0.25 Ø3/8"@0.25 5 5 5 5 5 Junta 1" Concreto Ciclopeo 5 5 5 5 5 5 5 5 5 Junta 1" Concreto Ciclopeo 5 5 Junta de dilatación 1" Ø 3/8" @ 0.25 5 Junta de dilatación 1" Concreto Ciclopeo 5 5 5 5 5 5 5 Relleno compacado con material granular 5 5 5 5 5 5 5 5 Ø 3/8" @ 0.25 Concreto Ciclopeo Relleno compacado con material granular SOLADO E= 10 cm. - f'c = 175 Kg/cm2+30 % P.G en Losa de Cabezales - f'c = 100 Kg/cm2 en Solado E=10 cm Sello Asfáltico E= 1" S= 2.00 % ENTRADA SALIDA

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, bridge, concrete, Design, DWG, Road, sewer, steps, structured, type, water