Sewer DWG Plan for AutoCAD

Plano design of a sewer pipe (plan and profile)

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

Min, variable, Max., Technical specifications, F’c p.m., Concrete cycle, Wing head, Min, Exit, variable, DC., sewer, Manual profiling, Compacted, a, Typical culvert tub. Ribloc, Pending land, Or fill slope, Dentellon, Sole, profile, Corrugated tubing, Min., Ribloc, C.s., plant, Nozzle, Rammed, variable, Max., Pending land, Or fill slope, ground, tooth, Stone sticking, Coating of, Nozzle, Compacted, ground, Stone sticking, section, scale, Plot sheet in scale:, C. key

Raw text data extracted from CAD file:

\A1;0.20 min \A1;0.35 \A1;0.90 \A1;H variable \A1;1.40 \A1;1.10 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.20 \A1;1.23 \A1;3.40 \A1;0.85 \A1;0.20 \A1;1.60 \A1;1.13 \A1;1.91 \A1;0.45 \A1;135° \A1;1.30 \A1;1.20 \A1;1.13 \A1;1.60 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.73 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.91 \A1;0.20 \A1;0.90 \A1;0.73 \A1;0.15 \A1;1.30 \A1;0.20 \A1;135° \A1;1.13 \A1;0.45 \A1;1.13 \A1;1.20 \A1;0.40 \A1;1.30 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.65 \A1;0.15 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.90 \A1;0.40 \A1;0.90 \A1;0.85 \A1;0.73 \A1;0.15 \A1;0.20 \A1;0.91 \A1;1.91 \A1;5.00 \A1;2.50 \A1;2.50 \A1;135° \A1;0.20 \A1;3.40 \A1;1.60 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.20 \A1;1.13 \A1;0.45 \A1;0.30 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;3.40 \A1;0.20 \A1;Variable \A1;2.5 max. \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.30 \A1;3.40 ESPECIFICACIONES TECNICAS f’c = 175 Kg/cm2 + 30% P.M. (4″ max.) Concreto ciclopeo – Cabezal y alas <> min 5 SALIDA DE 5 H variable 5 5 5 C.C. f’=175Kg/cm2+30%P.M. ALCANTARILLA 5 PERFILADO MANUAL COMPACTADO Y 5 UÑA 5 5 5 5 5 5 5 ALCANTARILLA TIPICA TUB. RIBLOC d 36″ 5 5 5 5 5 5 5 5 5 5 5 5 5 A S O L A D O 5 5 5 A 5 5 5 5 CE (msnm) 5 5 5 S O L A D O 5 5 Pendiente del Terreno Natural) So (Pendiente de Talud de Relleno o 5 5 5 5 DENTELLON E L E V A C I O N 5 5 5 5 5 5 SOLADO ESC:1/40 PERFIL TUBERIA CORRUGADA Sa=-1% min. 5 RIBLOC Ø 36″ 5 5 5 5 C.S. (msnm) 5 5 5 5 5 5 ESC:1/40 PLANTA 5 5 5 L C C L A S O L A D O 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 EMBOQUILLADO 5 1 A APISONADO 5 Variable 2.5 max. B 5 Pendiente del Terreno Natural) So (Pendiente de Talud de Relleno o So B TERRENO DIENTE 5 \A1;0.25 5 5 PIEDRA EMBOQUILLADA REVESTIMIENTO DE EMBOQUILLADO COMPACTADO TERRENO C O R T E B-B ESC:1/40 5 +f’c=175kg/cm2 PIEDRA EMBOQUILLADA 45° SECCION A-A ESCALA :1/50 Hoja A2 ; Plotear en Escala: 1/40 C. CLAVE = 3261.800