Culvert Tmc DWG Block for AutoCAD

SEWER TYPE TMC

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

Wing type inlet head, Esc., plant, cut, Esc., level of, Flush, Tmc sewer, cut, Esc., Reinforced concrete, Cm., Minimum, pending, Tmc sewer, filling, Flush, level of, pending, Minimum, Cm., Esc., cut, level of, Flush, Tmc sewer, filling, Reinforced concrete, Moderate slope, plant, Esc., Wing type output head, cut, Tmc sewer, Flush, level of, Esc., Enrocado, Cm., Tmc sewer, level of, Flush, Isometric armor plane, Esc., Enrocado, Technical specifications, Simple concrete, Stone masonry, Structural concrete, reinforcing steel, Steel coating, anchorage, Overlap, Mt big stone. diameter, Mt big stone mix. diameter, Soles f’c, Fy, Cm., Slab, Reinforced concrete f’c

Raw text data extracted from CAD file:

\A1;D/2 \A1;D \A1;D/2 \A1;1.25 D \A1;0.20 \A1;1.25 D \A1;E \A1;1.25 D \A1;D/2 \A1;D \A1;D/2 \A1;0.50 \A1;D \A1;F \A1;0.20 \A1;H \A1;0.14 \A1;1.25 D \A1;E \A1;1.25 D \A1;0.14 \A1;B \A1;A \A1;A \A1;0.30 \A1;0.20 \A1;D \A1;F \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.30 \A1;1.25 D \A1;0.20 \A1;0.50 \A1;D \A1;F \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.30 \A1;1.25 D \A1;0.20 \A1;D/2 \A1;D \A1;D/2 \A1;1.25 D \A1;0.20 \A1;1.25 D \A1;E \A1;1.25 D \A1;0.20 \A1;D/2 \A1;D \A1;D/2 \A1;0.50 \A1;D \A1;F \A1;0.20 \A1;H \A1;0.14 \A1;1.25 D \A1;E \A1;1.25 D \A1;0.14 \A1;B \A1;A \A1;A \A1;1.00 \A1;1.00 \A1;0.20 \A1;C \A1;0.25 \A1;0.20 \A1;C B B A A CABEZAL DE ENTRADA TIPO ALA ESC. 1/25 PLANTA D/2 D D/2 1.25 D 5 1.25 D E 1.25 D CORTE A – A ESC. 1/25 NIVEL DE RASANTE ALCANTARILLA TMC D/2 D D/2 CORTE B – B ESC. 1/25 5 D F 5 H 5 1.25 D E 1.25 D 5 B A A CONCRETO ARMADO D 5 Ø 3/8″ @ 0.20 cm. f’c=175 kg/cm2 MINIMA 2% PENDIENTE 5 5 5 5 1.25 D 5 ALCANTARILLA TMC RELLENO RASANTE NIVEL DE F 5 5 D F 5 5 5 PENDIENTE MINIMA 2% Ø 3/8″ @ 0.20 cm. ESC. 1/25 CORTE B – B NIVEL DE RASANTE ALCANTARILLA TMC RELLENO CONCRETO ARMADO f’c=175 kg/cm2 5 5 1 1.5 1 1.5 1.25 D 5 PENDIENTE MODERADA D/2 D D/2 1.25 D 5 1.25 D E 1.25 D B B 5 A A A B PLANTA ESC. 1/25 CABEZAL DE SALIDA TIPO ALA D/2 D D/2 5 D F 5 5 1.25 D E 1.25 D 5 A H CORTE A – A ALCANTARILLA TMC RASANTE NIVEL DE ESC. 1/25 5 ENROCADO ENROCADO 5 5 C 0.25 5 C Ø 3/8″ @ 0.20 cm. ALCANTARILLA TMC NIVEL DE RASANTE PLANO ISOMETRICO ARMADURA ESC. 1/25 ENROCADO ESPECIFICACIONES TECNICAS CONCRETO SIMPLE MAMPOSTERIA DE PIEDRA CONCRETO ESTRUCTURAL ACERO DE REFUERZO RECUBRIMIENTO DEL ACERO ANCLAJE TRASLAPE PIEDRA GRANDE DE 0.50 mt. DE DIAMETRO MEZCLA 1:10 +70 % DE PIEDRA GRANDE DE 0.25 mt. DE DIAMETRO SOLADOS f’c = 100 kg./cm2 f’y = 4200 kg./cm2 5 cm. 20 cm. 25 cm. LOSA f’c = 140 kg./cm2 CONCRETO ARMADO f’c = 175 kg./cm2