Tmc DWG Block for AutoCAD

Sewer SEWER PIPE CORRUGATED METAL IS A CORRUGATED GALVANIZED STEEL PIPE CIRCULAR WHICH GIVES THE FASTEST SOLUTION; ACCURATE AND LASTING ANY PROBLEM OF DRAINAGE. DRAINS ARE AS THE MAIN OBJECTIVE CHANNELLING RAINWATER; NOT FOR FIELD erode; WAY; ROADS AND HIGHWAYS .

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

Sewer detail, ring, Corrugate, cut, Esc., Circumferential seam, Longitudinal seam, flow, Always overlap in the flow direction, Corrugated metal tubing, Esc., Lift output, Esc., Tmc, Esc, Bed of granular material, Longitudinal profile, filling, granular material, Esc, general plant, Flush pav., Flush pav., cut, Esc., Tmc, Flush pav., ditch, Weights roofing heights, Height is measured level of subgrade, Uncoated thicknesses, Minimun height, weight, diameter, area, thickness, Coverage, maximum height, pending, longitudinal, Coverage, Minimas maximas, Wings receiver box concrete simple granular material type clasif. Aashto, Technical specifications, filling

Raw text data extracted from CAD file:

\A1;0.81 m \A1;68 mm \A1;13 mm \A1;24″ \A1;.30 \A1;.30 \A1;1.00 \A1;0.15 \A1;.40 \A1;.20 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;1.00 \A1;.50 \A1;.90 \A1;1.06 \A1;1.90 \A1;1.06 \A1;.60 \A1;.60 \A1;.60 \A1;5.00 \A1;1.80 \A1;1.30 \A1;.50 \A1;.10 \A1;.10 \A1;24″ \A1;1.80 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;1.00 \A1;.30 \A1;.10 \A1;1.30 \A1;.60 \A1;.30 \A1;.30 \A1;.25 \A1;.30 \A1;.50 \A1;.50 \A1;.90 \A1;1.30 \A1;.30 \A1;Ha \A1;5.00 \A1;.20 \A1;.60 \A1;0.20 \A1;.60 \A1;.30 \A1;.20 \A1;.20 \A1;.10 \A1;.20 \A1;.90 \A1;.30 \A1;1.50 \A1;.30 \A1;.30 \A1;3.92 \A1;.70 \A1;.30 \A1;1.06 \A1;.40 \A1;.60 \A1;.20 \A1;1.30 \A1;1.06 \A1;1.80 \A1;1.06 \A1;.30 \A1;.85 \A1;0.45 DETALLE DE ALCANTARILLA 1 Anillo 0.81 m CORRUGA 68 mm 13 mm S/E CORTE X-X ESC. 1:40 Costura Circunferencial Costura Longitudinal Flujo Traslape siempre en el sentido del Flujo Tuberia de Metal corrugado ESC. 1:40 X X 24″ ELEVACION SALIDA ESC. 1:25 TMC 24″ ESC 1/25 S= 2% CAMA DE MATERIAL GRANULAR C L PERFIL LONGITUDINAL RELLENO 5 5 5 5 .30 1.00 5 .40 Material Granular 5 5 5 5 5 5 5 Ha 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1/25 PLANTA GENERAL S= 2% S= 2% 5 5 5 5 5 Rasante Pav. 5 Rasante Pav. 5 5 5 5 5 B B A A CORTE B-B ESC. 1:25 24″ TMC 24″ Rasante Pav. 5 5 5 5 5 5 5 5 5 5 5 Cuneta Cuneta 5 5 PESOS Y ALTURAS DE COBERTURAS * La Altura es medida a nivel de la Sub Rasante Espesores sin recubrimiento (mm) Altura Mínima Peso Diametro Area Espesor (m) 1.20 (m2) 1.13 2.5 (mm) 0.90 0.64 2.0 de Cobertura * 0.30 (m) (kg/m) 92.96 59.30 0.30 Altura Máxima Pendiente Longitudinal de Cobertura 15.90 (m) (%) 2.00 16.40 2.00 14.80 15.80 179.78 143.06 3.3 2.54 1.80 1.77 3.0 1.50 0.30 0.30 2.00 2.00 0.60 0.28 1.5 31.22 0.30 17.80 2.00 MINIMAS Y MAXIMAS CABEZAL, ALAS Y CAJA RECEPTORA CONCRETO SIMPLE f’c=175 kg/cm2 MATERIAL GRANULAR TIPO A1, A2 ó A3 CLASIF. AASHTO ESPECIFICACIONES TECNICAS – RELLENO RELLENO

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

Sewer detail, ring, Corrugate, cut, Esc., Circumferential seam, Longitudinal seam, flow, Always overlap in the direction of flow, Corrugated metal tubing, Esc., Lift exit, Esc., Tmc, Esc, Bed of granular material, Longitudinal profile, filling, granular material, Esc, general plant, Flush pav., Flush pav., cut, Esc., Tmc, Flush pav., ditch, Weights roofing heights, Height is measured level of subgrade, Uncoated thicknesses, Minimun height, weight, diameter, area, thickness, Coverage, maximum height, pending, longitudinal, Coverage, Minimas maximas, Wings receiver box concrete simple granular material type clasif. Aashto, Technical specifications, filling

Raw text data extracted from CAD file:

\A1;0.81 m \A1;68 mm \A1;13 mm \A1;24″ \A1;.30 \A1;.30 \A1;1.00 \A1;0.15 \A1;.40 \A1;.20 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;1.00 \A1;.50 \A1;.90 \A1;1.06 \A1;1.90 \A1;1.06 \A1;.60 \A1;.60 \A1;.60 \A1;5.00 \A1;1.80 \A1;1.30 \A1;.50 \A1;.10 \A1;.10 \A1;24″ \A1;1.80 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;1.00 \A1;.30 \A1;.10 \A1;1.30 \A1;.60 \A1;.30 \A1;.30 \A1;.25 \A1;.30 \A1;.50 \A1;.50 \A1;.90 \A1;1.30 \A1;.30 \A1;Ha \A1;5.00 \A1;.20 \A1;.60 \A1;0.20 \A1;.60 \A1;.30 \A1;.20 \A1;.20 \A1;.10 \A1;.20 \A1;.90 \A1;.30 \A1;1.50 \A1;.30 \A1;.30 \A1;3.92 \A1;.70 \A1;.30 \A1;1.06 \A1;.40 \A1;.60 \A1;.20 \A1;1.30 \A1;1.06 \A1;1.80 \A1;1.06 \A1;.30 \A1;.85 \A1;0.45 DETALLE DE ALCANTARILLA 1 Anillo 0.81 m CORRUGA 68 mm 13 mm S/E CORTE X-X ESC. 1:40 Costura Circunferencial Costura Longitudinal Flujo Traslape siempre en el sentido del Flujo Tuberia de Metal corrugado ESC. 1:40 X X 24″ ELEVACION SALIDA ESC. 1:25 TMC 24″ ESC 1/25 S= 2% CAMA DE MATERIAL GRANULAR C L PERFIL LONGITUDINAL RELLENO 5 5 5 5 .30 1.00 5 .40 Material Granular 5 5 5 5 5 5 5 Ha 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1/25 PLANTA GENERAL S= 2% S= 2% 5 5 5 5 5 Rasante Pav. 5 Rasante Pav. 5 5 5 5 5 B B A A CORTE B-B ESC. 1:25 24″ TMC 24″ Rasante Pav. 5 5 5 5 5 5 5 5 5 5 5 Cuneta Cuneta 5 5 PESOS Y ALTURAS DE COBERTURAS * La Altura es medida a nivel de la Sub Rasante Espesores sin recubrimiento (mm) Altura Mínima Peso Diametro Area Espesor (m) 1.20 (m2) 1.13 2.5 (mm) 0.90 0.64 2.0 de Cobertura * 0.30 (m) (kg/m) 92.96 59.30 0.30 Altura Máxima Pendiente Longitudinal de Cobertura 15.90 (m) (%) 2.00 16.40 2.00 14.80 15.80 179.78 143.06 3.3 2.54 1.80 1.77 3.0 1.50 0.30 0.30 2.00 2.00 0.60 0.28 1.5 31.22 0.30 17.80 2.00 MINIMAS Y MAXIMAS CABEZAL, ALAS Y CAJA RECEPTORA CONCRETO SIMPLE f’c=175 kg/cm2 MATERIAL GRANULAR TIPO A1, A2 ó A3 CLASIF. AASHTO ESPECIFICACIONES TECNICAS – RELLENO RELLENO