Sewer DWG Block for AutoCAD

Design of sewer 36

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

Tmc corrugated cylinder, fin, Sole, Dentellon, front view, Delivery head, Detail reinforcement, All dimensions are given in meters., The structure will be cemented on a concrete floor, Concrete the days. Sewers, Poor cms. of thickness., Notes:, Tmc corrugated cylinder, fin, Sole, Dentellon, front view, Dentellon, in the extremes, Tmc corrugated cylinder, Reinforcement in, fin, Tmc corrugated cylinder, fin, N.t.n, Sardinel, Nozzle, Nozzle, Pend., Conc. Rubbed, Pend., Mortar asf., Join with, Head of entrance, Detail reinforcement, Sewer plant, Tmc corrugated cylinder, Ground ditch, Head of entrance, Tmc corrugated cylinder, Concrete the days. Badenes, front view, fin, Sole, Evenly distribute, On both sides on the tube, The filler material., The assembly must be started from the downstream end of such wood, That the second plate is above the first placed so, Successively taking care that a Chinese hole goes with one round., Both sides of the tube to the same, Time in cm layers. of thickness, To paddle evenly, very important, Instructions for filling, Sand bed, Of filling, height, Flush, Tmc corrugated cylinder, Tmc, Sandy gravel bed, natural terrain, Tmc sewer profile, Concrete slab, Type head, Spherical radius, Detail of anchor bolts, Cleaned after, Galvanized to ensure, The threading, According to sewer type, for the, The bolt the nut must be, Type head, Spherical radius, Detail of anchor bolts, Cleaned after, Galvanized to ensure, The threading, According to sewer type, for the, The bolt the nut must be, responsable:, approved:, reviewed:, Tmc sewer, design:, drawing:, flat:, Location:, surveyor:, draft:, sheet:, date:, scale., Ing.

Raw text data extracted from CAD file:

\A1;R0.60 \A1;1.00 \A1;0.50 \A1;2.87 \A1;0.50 \A1;0.25 \A1;0.75 \A1;0.55 \A1;0.22 \A1;0.20 \A1;0.20 \A1;2.00 Cilindro Corrugado TMC 48″ Aleta Aleta Solado Dentellon VISTA FRONTAL -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 -188.951626776733 Esc.1/40 \A1;R0.60 \A1;1.00 \A1;0.50 \A1;2.87 \A1;0.50 \A1;0.25 \A1;0.75 \A1;0.55 \A1;0.22 \A1;0.20 \A1;0.20 \A1;2.00 \A1;0.22 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.15 \A1;2.40 \A1;0.15 \A1;0.22 \A1;0.25 \A1;0.33 \A1;0.25 \A1;1.25 \A1;0.25 \A1;0.25 \A1;2.30 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;1.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;1.75 \A1;0.25 \A1;1.25 \A1;0.25 \A1;1.75 \A1;0.25 \A1;1.25 \A1;0.25 CABEZAL DE ENTREGA DETALLE REFUERZO Todas las dimensiones estan dadas en metros. La estructrura estara cimentadada sobre un solado de concreto Concreto f’c=175 kg/cm2 a los 28 dias. Alcantarillas 3. pobre de 5 cms. de espesor. NOTAS: 2. 1. Cilindro Corrugado TMC 48″ Aleta Aleta Solado Dentellon VISTA FRONTAL Dentellon d 3/8″@0.25 3 d 1/4″ 1 d 1/2″ -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 en los extremos d 3/8″@0.25 Cilindro Corrugado TMC 48″ -179.8365680175287 -179.8365680175287 6.00% Refuerzo en Aleta Ø1/2″ Cilindro Corrugado TMC 48″ -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 Aleta Aleta N.T.N ± 0.00 Sardinel -179.8365680175287 Emboquillado -179.8365680175287 -179.8365680175287 Emboquillado pend. 6.00% Conc. frotachado pend. 6.00% mortero Asf. Junta con Ø 1/4″ @0.25 Ø 3/8″ @0.25 Ø 1/4″ @0.25 Ø 3/8″ @0.25 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 Esc.1/40 Esc.1/40 CABEZAL DE INGRESO DETALLE REFUERZO Esc.1/40 PLANTA DE ALCANTARILLA Esc.1/40 Cilindro Corrugado TMC 48″ -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 -179.8365680175287 cuneta formada en tierra Cabezal de Ingreso Cilindro Corrugado TMC 48″ -179.8365680175287 -179.8365680175287 -179.8365680175287 Concreto f’c=210 kg/cm2 a los 28 dias. Badenes 4. \A1;0.20 \A1;1.00 \A1;1.00 \A1;2.00 \A1;2.00 \A1;0.20 \A1;0.10 \A1;1.00 \A1;0.20 \A1;0.30 \A1;1.25 \A1;0.30 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.22 \A1;1.55 \A1;0.20 \A1;0.20 \A1;2 1/2″ \A1;13/16″ \A1;6″ \A1;1 1/4″ \A1;4.00 \A1;2 1/2″ \A1;13/16″ \A1;6″ \A1;1 1/4″ \A1;0.20 D=36″ VISTA FRONTAL Aleta Aleta Solado DISTRIBUIR PAREJO Y SIMULTANEAMENTE EN AMBOS COSTADOS Y SOBRE EL TUBO EL MATERIAL DE RELLENO. – EL MONTAJE DEBE EMPEZARSE DESDE EL EXTREMO AGUAS ABAJO DE TAL MADERA QUE LA SEGUNDA PLANCHA QUEDE POR ENCIMA DE LA PRIMERA COLOCADA Y ASI SUCESIVAMENTE TENIENDO CUIDADO QUE UN HUECO CHINO VA CON UNO REDONDO. AMBOS LADOS DEL TUBO AL MISMO TIEMPO EN CAPAS DE 25 cm. DE ESPESOR RELLENAR Y APISONAR UNIFORMEMENTE A MUY IMPORTANTE MUY IMPORTANTE INSTRUCCIONES PARA EL RELLENO cama de arena DE RELLENO ALTURA RASANTE Cilindro Corrugado TMC 36″ TMC d 36″ CAMA DE GRAVA ARENOSA e=0.10 m TERRENO NATURAL PERFIL DE LA ALCANTARILLA TMC d 36″ 5 5 5 5 5 S= 3% LOSA DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CABEZAL TIPO C1 1″ RADIO ESFERICO DETALLE DE PERNOS DE ANCLAJE LIMPIADOS DESPUES DE LA 2 1/2″ 13/16″ 6″ GALVANIZADA PARA ASEGURAR EL ROSCADO S/E d SEGUN TIPO ALCANTARILLA PARA d 36″ DE 1/2″ EL PERNO Y LA TUERCA DEBEN SER 1 1/4″ 5 CABEZAL TIPO C1 1″ RADIO ESFERICO DETALLE DE PERNOS DE ANCLAJE LIMPIADOS DESPUES DE LA 2 1/2″ 13/16″ 6″ GALVANIZADA PARA ASEGURAR EL ROSCADO S/E d SEGUN TIPO ALCANTARILLA PARA d 36″ DE 1/2″ EL PERNO Y LA TUERCA DEBEN SER 1 1/4″ 5 D=36″ ESC.:1/20 ESC.:1/20 RESPONSABLE: APROBADO: REVISADO: ALCANTARILLA TMC D =36″ DISEÑO: DIBUJO: PLANO: UBICACION: TOPOGRAFO: PROYECTO: LAMINA: FECHA: ESCALA. ING.