Design Fast Channels DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

Rio bado sac., section, scale:, meeting, meeting, Pending output, scale:, plant, scale:, Of entry, Of entry, Output, Of damping, Concrete: steel: coating: cm, Technical specifications, section, scale:, Output, Tecnopor, Joint detail, coating, Polyurethane elastomer, Of foam, Of polyolefin, isolating material, Prog dimension, Prog dimension, Indicated, Responsible professional:, drawing:, flat, draft:, Location:, Typical detail of fast, scale:, date:, design:, region, Ancash, Carhuaz, sheet, province:, San miguel de aco, district:, District municipality of san miguel de aco, Of irrigation canals of the caserios san antonio district of san miguel of province of carhuaz, district Municipality, From san miguel de aco

Raw text data extracted from CAD file:

Río Bado SAC. \A1;.40 \A1;.12 \A1;.40 \A1;.10 \A1;hu (m) \A1;.15 \A1;Lc (m) \A1;.15 \A1;1.70 \A1;.15 \A1;Hc (m) \A1;D1 (m) \A1;D2 (m) \A1;Le (m) \A1;Lc (m) \A1;Lu (m) \A1;1.70 \A1;.15 \A1;.12 \A1;.15 \A1;Lc (m) \A1;Lu (m) \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;Hc (m) \A1;.12 \A1;Ac (m) \A1;.10 \A1;.10 \A1;Ac (m) \A1;D2 (m) \A1;D1 (m) \A1;Le (m) \A1;he (m) \A1;hu (m) 5 5 SECCION B-B ESCALA: 1/25 5 5 hu (m) 5 Lc (m) 5 1.70 5 Hc (m) D1 (m) D2 (m) Le (m) Lc (m) Lu (m) 1.70 Junta e=1″ 5 Junta e=1″ f’c=210 kg/cm2 f’c=210 kg/cm2 d 3/8″@.20 d 3/8″@.15 d 3/8″@.20 d 3/8″@.15 d 3/8″@.20 d 3/8″@.15 \A1;CANAL DE SALIDA Pendiente (%) 5 5 Lc (m) Lu (m) A A SECCION\fArial|b0|i0|c238|p34; A-A ESCALA: 1/25 PLANTA ESCALA: 1/25 \A1;CANAL DE ENTRADA 5 B B B B C C 5 5 5 \A1;CANAL DE ENTRADA \A1;CANAL DE SALIDA \A1;POZA DE AMORTIGUACION d 3/8″@.20 d 3/8″@.15 CONCRETO: f’c=210 kg/cm2 ACERO: FY=4200 kg/cm2 (corrugado) RECUBRIMIENTO: r=4.00 cm ESPECIFICACIONES TECNICAS SECCION C-C ESCALA: 1/25 Hc (m) 5 Ac (m) 5 5 d 3/8″@.20 d 3/8″@.15 \A1;CANAL DE SALIDA TECNOPOR DETALLE DE JUNTA \W0.7;1/2″ REVESTIMIENTO f’c= 175kg/cm² \A1;0.10 \W7.01809; ELASTOMERICO \W6.01809; DE POLIURETANO \W7.97047; de 1″x1/2″ S/E (Rodon de espuma de Polyolefina D=1 1/4″) MATERIAL AISLANTE \W0.7;1″ Ac (m) D2 (m) D1 (m) S1% S2% PROG (m) COTA (m) PROG (m) COTA (m) Le (m) he (m) hu (m) PROG (m) COTA (m) PROG (m) COTA (m) Indicada PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO: UBICACION: DETALLE TIPICO DE RAPIDA ESCALA: FECHA: DISEÑO: REGION : ANCASH CARHUAZ LAMINA N° PROVINCIA: SAN MIGUEL DE ACO DISTRITO: \W2.03380; MUNICIPALIDAD DISTRITAL DE SAN MIGUEL \W2.03380; DE ACO \W5.02044; “MEJORAMIENTO DE LOS CANALES DE RIEGO DE LOS \W5.02044; CASERIOS YANAMA, SAN ANTONIO Y PAMPAMACA, DISTRITO \W5.02044; DE SAN MIGUEL DE ACO, PROVINCIA DE CARHUAZ – \W5.02044; ANCASH” MUNICIPALIDAD DISTRITAL DE SAN MIGUEL DE ACO RA-01

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

Rio bado sac., section, scale:, meeting, meeting, Pending output, scale:, plant, scale:, Input, Input, Output, Of damping, Concrete: steel: coating: cm, Technical specifications, section, scale:, Output, Tecnopor, Joint detail, coating, Polyurethane elastomer, Of foam, Of polyolefin, isolating material, Prog dimension, Prog dimension, Indicated, Responsible professional:, drawing:, flat, draft:, Location:, Typical detail of fast, scale:, date:, design:, region, Ancash, Carhuaz, sheet, province:, San miguel de aco, district:, District municipality of san miguel de aco, Of the irrigation canals of the caserios san antonio district of san miguel of the province of carhuaz, district Municipality, From san miguel de aco

Raw text data extracted from CAD file:

Río Bado SAC. \A1;.40 \A1;.12 \A1;.40 \A1;.10 \A1;hu (m) \A1;.15 \A1;Lc (m) \A1;.15 \A1;1.70 \A1;.15 \A1;Hc (m) \A1;D1 (m) \A1;D2 (m) \A1;Le (m) \A1;Lc (m) \A1;Lu (m) \A1;1.70 \A1;.15 \A1;.12 \A1;.15 \A1;Lc (m) \A1;Lu (m) \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;Hc (m) \A1;.12 \A1;Ac (m) \A1;.10 \A1;.10 \A1;Ac (m) \A1;D2 (m) \A1;D1 (m) \A1;Le (m) \A1;he (m) \A1;hu (m) 5 5 SECCION B-B ESCALA: 1/25 5 5 hu (m) 5 Lc (m) 5 1.70 5 Hc (m) D1 (m) D2 (m) Le (m) Lc (m) Lu (m) 1.70 Junta e=1″ 5 Junta e=1″ f’c=210 kg/cm2 f’c=210 kg/cm2 d 3/8″@.20 d 3/8″@.15 d 3/8″@.20 d 3/8″@.15 d 3/8″@.20 d 3/8″@.15 \A1;CANAL DE SALIDA Pendiente (%) 5 5 Lc (m) Lu (m) A A SECCION\fArial|b0|i0|c238|p34; A-A ESCALA: 1/25 PLANTA ESCALA: 1/25 \A1;CANAL DE ENTRADA 5 B B B B C C 5 5 5 \A1;CANAL DE ENTRADA \A1;CANAL DE SALIDA \A1;POZA DE AMORTIGUACION d 3/8″@.20 d 3/8″@.15 CONCRETO: f’c=210 kg/cm2 ACERO: FY=4200 kg/cm2 (corrugado) RECUBRIMIENTO: r=4.00 cm ESPECIFICACIONES TECNICAS SECCION C-C ESCALA: 1/25 Hc (m) 5 Ac (m) 5 5 d 3/8″@.20 d 3/8″@.15 \A1;CANAL DE SALIDA TECNOPOR DETALLE DE JUNTA \W0.7;1/2″ REVESTIMIENTO f’c= 175kg/cm² \A1;0.10 \W7.01809; ELASTOMERICO \W6.01809; DE POLIURETANO \W7.97047; de 1″x1/2″ S/E (Rodon de espuma de Polyolefina D=1 1/4″) MATERIAL AISLANTE \W0.7;1″ Ac (m) D2 (m) D1 (m) S1% S2% PROG (m) COTA (m) PROG (m) COTA (m) Le (m) he (m) hu (m) PROG (m) COTA (m) PROG (m) COTA (m) Indicada PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO: UBICACION: DETALLE TIPICO DE RAPIDA ESCALA: FECHA: DISEÑO: REGION : ANCASH CARHUAZ LAMINA N° PROVINCIA: SAN MIGUEL DE ACO DISTRITO: \W2.03380; MUNICIPALIDAD DISTRITAL DE SAN MIGUEL \W2.03380; DE ACO \W5.02044; “MEJORAMIENTO DE LOS CANALES DE RIEGO DE LOS \W5.02044; CASERIOS YANAMA, SAN ANTONIO Y PAMPAMACA, DISTRITO \W5.02044; DE SAN MIGUEL DE ACO, PROVINCIA DE CARHUAZ – \W5.02044; ANCASH” MUNICIPALIDAD DISTRITAL DE SAN MIGUEL DE ACO RA-01