Falling Leaning; Hydraulics DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

Of channel length m., Of channel m., Technical specifications, Concrete concrete concrete cement portland type ratio cured with additive concrete healer reinforcing steel coating walls cementitious foundation all edges will be bevelled with ochavos of cm cm. Filling formwork compacted in layers until reaching a density not less than the maximum density of the modified proctor overlap, P.c., P.t., Water channel, Water channel, Channel path improvement m., Channel improvement m., Water stop in., Concrete floor, New, Reinforced concrete wall, Section esc .:, Concrete floor, New, Reinforced concrete wall, Concrete floor, New, Section esc .:, Reinforced concrete wall, Concrete floor, New, Section esc .:, Concrete floor, New, Reinforced concrete wall, Section esc .:, concrete wall, district:, province:, Apartment, review:, Detail plane details, Cad:, flat:, draft:, Indicated, scale:, Ing. Carlos hernandez q., designer:, reviewed:, date:, approved:, sheet:, district:, Location:, Sloping fall

Raw text data extracted from CAD file:

\A1;1.85 \A1;1.85 \A1;1.23 \A1;0.15 \A1;0.15 \A1;1.75 \A1;1.75 \A1;2.76 \A1;2.76 \A1;0.13 \A1;0.13 \A1;0.80 \A1;0.80 \A1;0.13 \A1;0.40 \A1;0.65 C°A°, C° f’c=175 Kg/cm2 +fe d 3/8″ @ 0.20 m \A1;1.00 \A1;1.00 \A1;1.90 \A1;1.77 \A1;0.82 \A1;167° \A1;170° \A1;168° \A1;Mejoramiento de Tramo de Canal = 5.00 m. \A1;Mejoramiento de Canal =14.42 m. \A1;17.44 \A1;0.65 \A1;0.95 \A1;0.15 \A1;1.23 \A1;0.15 \A1;1.53 \A1;0.15 \A1;1.23 \A1;0.15 \A1;0.05 \A1;0.65 \A1;0.55 \A1;0.70 \A1;1.53 \A1;0.56 \A1;0.73 \A1;0.06 \A1;0.79 \A1;0.15 \A1;1.02 \A1;0.72 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.10 \A1;0.05 \A1;1.15 \A1;1.30 \A1;1.00 \A1;0.95 \A1;0.05 \A1;0.90 \A1;1.12 \A1;0.95 \A1;0.15 \A1;0.82 \A1;0.15 \A1;0.80 \A1;0.10 \A1;0.70 \A1;0.95 \A1;0.15 \A1;0.65 \A1;0.15 ESPECIFICACIONES TECNICAS 1. Concreto f’c=100 kg/cm², solado e=0.05 2. Concreto f’c=210 kg/cm² 3. Cemento Portland Tipo I 4. Relación A/C=0.50 5. Curado con aditivo curador de concreto 6. Acero de refuerzo f’y=4200 kg/cm² 7. Recubrimiento Muros 5 cm \W7.73196; \W7.73196; Cimentación 7.5cm 8. Todas las aristas seran biseladas con ochavos de 1.5 cm x 1.5 cm. 9. Encofrado caravista (cara visible) 10. Relleno compactado en capas de 0.20 m hasta alcanzar una densidad no menor del 95% de la densidad maxima del Proctor Modificado 11. Traslape minimo 36 Ø 89.00 90.00 91.00 92.00 -0+001 0+004 0+009 0+014 Est:0+006.92 E:90.792 Est:0+007.07 E:90.755 Est:0+008.67 E:89.959 Est:0+011.56 E:90.090 P.C. P.T. Q= 0.5m³/s; Yn= 0.339; V= 2.257m/s Canal aguas arriba; s=-0.01 R= 0.35 Y1=0.103 Y2=0.655 Yn= 0.502; V= 1.531m/s Canal aguas abajo; s=-0.004 1:2 1:1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Mejoramiento de Tramo de Canal = 5.00 m. Mejoramiento de Canal =14.42 m. 5 5 5 5 5 5 5 \A1;Junta Water Stop de 6´ pulg \A1;Junta Water Stop de 6´ pulg \A1;Junta Water Stop de 6´ pulg SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m B C D E F B C D E F B C D E F B C D E F 5 5 5 5 5 5 5 5 Ø3/8″@.20 Muro de Concreto Armado \W2.72257; SECCION B-B \W2.72257; ESC.: 1:15 SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m Ø3/8″@.20 Muro de Concreto Armado SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m 5 5 5 5 5 5 \W2.50865; SECCION C-C \W2.50865; ESC.: 1:15 5 5 5 5 5 5 5 5 5 5 5 Muro de Concreto Armado Ø3/8″@.20 SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m \W2.54216; SECCION D-D \W2.54216; ESC.: 1:15 \W2.64138; SECCION E-E \W6.99365; ESC.: 1:15 SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m Muro de Concreto Armado Ø3/8″@.20 5 5 5 5 5 5 5 \W2.83468; SECCION F-F \W6.99365; ESC.: 1:15 5 5 5 5 5 5 5 Muro de Concreto DISTRITO: PROVINCIA: DPTO: REVISION: PLANO DE PLANTA, CORTES Y DETALLES CAD: PLANO: PROYECTO: INDICADA ESCALA: ING. CARLOS HERNANDEZ Q. PROYECTISTA: REVISADO: FECHA: APROBADO: LAMINA: DISTRITO: UBICACION: CAIDA INCLINADA

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

Of channel length m., Of channel m., Technical specifications, Concrete concrete concrete cement portland type relationship cured with additive concrete healer reinforcing steel coating walls cementitious foundation all edges will be bevelled with cm cm. Filling formwork filled in layers up to a density of not less than the maximum density of the modified proctor overlap, P.c., P.t., Water channel, Water channel, Channel path improvement m., Channel improvement m., Water stop in, Concrete floor, New, Reinforced concrete wall, Section esc .:, Concrete floor, New, Reinforced concrete wall, Concrete floor, New, Section esc .:, Reinforced concrete wall, Concrete floor, New, Section esc .:, Concrete floor, New, Reinforced concrete wall, Section esc .:, concrete wall, district:, province:, Apartment, review:, Detail plane details, Cad:, flat:, draft:, Indicated, scale:, Ing. Carlos hernandez q., designer:, reviewed:, date:, approved:, sheet:, district:, Location:, Sloping fall

Raw text data extracted from CAD file:

\A1;1.85 \A1;1.85 \A1;1.23 \A1;0.15 \A1;0.15 \A1;1.75 \A1;1.75 \A1;2.76 \A1;2.76 \A1;0.13 \A1;0.13 \A1;0.80 \A1;0.80 \A1;0.13 \A1;0.40 \A1;0.65 C°A°, C° f’c=175 Kg/cm2 +fe d 3/8″ @ 0.20 m \A1;1.00 \A1;1.00 \A1;1.90 \A1;1.77 \A1;0.82 \A1;167° \A1;170° \A1;168° \A1;Mejoramiento de Tramo de Canal = 5.00 m. \A1;Mejoramiento de Canal =14.42 m. \A1;17.44 \A1;0.65 \A1;0.95 \A1;0.15 \A1;1.23 \A1;0.15 \A1;1.53 \A1;0.15 \A1;1.23 \A1;0.15 \A1;0.05 \A1;0.65 \A1;0.55 \A1;0.70 \A1;1.53 \A1;0.56 \A1;0.73 \A1;0.06 \A1;0.79 \A1;0.15 \A1;1.02 \A1;0.72 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.10 \A1;0.05 \A1;1.15 \A1;1.30 \A1;1.00 \A1;0.95 \A1;0.05 \A1;0.90 \A1;1.12 \A1;0.95 \A1;0.15 \A1;0.82 \A1;0.15 \A1;0.80 \A1;0.10 \A1;0.70 \A1;0.95 \A1;0.15 \A1;0.65 \A1;0.15 ESPECIFICACIONES TECNICAS 1. Concreto f’c=100 kg/cm², solado e=0.05 2. Concreto f’c=210 kg/cm² 3. Cemento Portland Tipo I 4. Relación A/C=0.50 5. Curado con aditivo curador de concreto 6. Acero de refuerzo f’y=4200 kg/cm² 7. Recubrimiento Muros 5 cm \W7.73196; \W7.73196; Cimentación 7.5cm 8. Todas las aristas seran biseladas con ochavos de 1.5 cm x 1.5 cm. 9. Encofrado caravista (cara visible) 10. Relleno compactado en capas de 0.20 m hasta alcanzar una densidad no menor del 95% de la densidad maxima del Proctor Modificado 11. Traslape minimo 36 Ø 89.00 90.00 91.00 92.00 -0+001 0+004 0+009 0+014 Est:0+006.92 E:90.792 Est:0+007.07 E:90.755 Est:0+008.67 E:89.959 Est:0+011.56 E:90.090 P.C. P.T. Q= 0.5m³/s; Yn= 0.339; V= 2.257m/s Canal aguas arriba; s=-0.01 R= 0.35 Y1=0.103 Y2=0.655 Yn= 0.502; V= 1.531m/s Canal aguas abajo; s=-0.004 1:2 1:1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Mejoramiento de Tramo de Canal = 5.00 m. Mejoramiento de Canal =14.42 m. 5 5 5 5 5 5 5 \A1;Junta Water Stop de 6´ pulg \A1;Junta Water Stop de 6´ pulg \A1;Junta Water Stop de 6´ pulg SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m B C D E F B C D E F B C D E F B C D E F 5 5 5 5 5 5 5 5 Ø3/8″@.20 Muro de Concreto Armado \W2.72257; SECCION B-B \W2.72257; ESC.: 1:15 SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m Ø3/8″@.20 Muro de Concreto Armado SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m 5 5 5 5 5 5 \W2.50865; SECCION C-C \W2.50865; ESC.: 1:15 5 5 5 5 5 5 5 5 5 5 5 Muro de Concreto Armado Ø3/8″@.20 SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m \W2.54216; SECCION D-D \W2.54216; ESC.: 1:15 \W2.64138; SECCION E-E \W6.99365; ESC.: 1:15 SOLADO DE CONCRETO f’c=100\fArial|b0|i0|c238|p34; kg/cm\fTimes New Roman|b0|i0|c0|p18;²; e=0.05m Muro de Concreto Armado Ø3/8″@.20 5 5 5 5 5 5 5 \W2.83468; SECCION F-F \W6.99365; ESC.: 1:15 5 5 5 5 5 5 5 Muro de Concreto DISTRITO: PROVINCIA: DPTO: REVISION: PLANO DE PLANTA, CORTES Y DETALLES CAD: PLANO: PROYECTO: INDICADA ESCALA: ING. CARLOS HERNANDEZ Q. PROYECTISTA: REVISADO: FECHA: APROBADO: LAMINA: DISTRITO: UBICACION: CAIDA INCLINADA