Side Shot - An Irrigation Canal DWG Plan for AutoCAD • Designs CAD

Side Shot – An Irrigation Canal DWG Plan for AutoCAD

Lateral outlet including cuts, floor, plans and elevation of different measures; also includes accessories for the side intake for irrigation canal

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

Sluice gate, Bypass gate, Water direction, Of e.g., Protection with, Similar boulder of mts, Cast with, Card type, Concrete slab, Cm., Walls, floors, covering, Simple concrete kg p.g., Simple concrete, Barrage, Channeling walls, Channel start, Quota, Channel of rectangular section, Canal floor, Existing structure, Projected structure, Protection is projected with, Similar boulder of mts, E.g., Terrain profile, Channel axis, Bm painted with red paint, On rock, E.g., In e.g., Existing damper, Catchment window, Stone enrrocado protection, Protection with, Similar boulder of mts, steel, Protection with, Similar boulder of mts, steel, Protection with, Similar boulder of mts, Protection with, Similar boulder of mts, Bar level, cut, scale:, cut, steel, scale:, plant, Of e.g., Ground level, Flow direction, Concrete slab, Concrete channel shaft, Of e.g., Stone enrrocado protection, Of e.g., Protection with, Similar boulder of mts, Trapezoidal section channel, Capture window, Projected structure, Bar level, Cut bar detail, scale:, Cut bar detail, scale:, Flow direction, Of p.m., Reinforced concrete wall, The maneuver, Bypass gate, Card type, Protection with, Corner of, Floor plan, scale:, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Stem of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Nagulos of the whole frame, Metalic, Wires pul. Axle shaft, Metal sheet, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Bypass channel, Window cleaning, scale:, Capture window, scale:, Reinforced concrete wall, Window, Clean, The maneuver, scale:, Cut bar detail, scale:, steel, Cut bar detail, scale:, E.g., Catchment window, steel, Cut bar detail, scale:, p.m., p.m., Barrage, Stone masonry, Wall detail, scale:, Metal gate, Slab of maneuvers, Catchment window, Quota, Road to macusani, Road to juliaca, Painted with red paint, Direction of the river for the supervisor moises, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Ground level, Of p.m., Stone masonry, On msnm, On msnm, Lacotuyo Chaplain, Trapezoidal section channel, Capture window, Projected structure, Bar level, Cut bar detail, scale:, Cut bar detail, scale:, Flow direction, Of p.m., Reinforced concrete wall, The maneuver, Bypass gate, Card type, Protection with, Corner of, Floor plan, scale:, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Stem of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Nagulos of the whole frame, Metalic, Wires pul. Axle shaft, Metal sheet, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Bypass channel, Window cleaning, scale:, Capture window, scale:, Reinforced concrete wall, Window, Clean, The maneuver, scale:, Cut bar detail, scale:, steel, Cut bar detail, scale:, E.g., Catchment window, steel, Cut bar detail, scale:, p.m., p.m., Barrage, Stone masonry, Wall detail, scale:, Ground level, Of p.m., Stone masonry, On msnm, On msnm, Lacotuyo Chaplain, Coordinates of the pinnacle, cut, cut, Card type composite, Bocatoma, scale:, N.m., Mortar grout, Stone accommodation, Settled in, Stone masonry, Barrage, Stone accommodation, Card type composite, paved, Top of p.m., paved, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Lenght of, concrete, Stone accommodation, compacted fill, To proctor standar, Cut bar detail, scale:, p.m., p.m., Barrage, Window cleaning, N.m., Stone accommodation, Barrage, Capturing plot, paved, paved, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Lenght of, concrete, compacted fill, To proctor standar, Cut bar detail, scale:, p.m., p.m., Barrage, Window cleaning, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft, you

Raw text data extracted from CAD file:

\A1;2.15 \A1;0.30 \A1;7.00 \A1;0.30 \A1;0.80 \A1;0.85 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.50 \A1;0.20 \A1;0.70 \A1;0.50 \A1;2.50 \A1;0.30 \A1;0.30 \A1;7.00 \A1;0.80 \A1;0.60 \A1;2.10 \A1;6.60 \A1;4.60 \A1;2.50 \A1;0.65 \A1;6.04 \A1;0.30 \A1;0.90 \A1;1.50 \A1;0.14 \A1;0.30 \A1;28.99 \A1;0.60 \A1;8.73 \A1;0.30 \A1;0.90 \A1;1.50 \A1;0.14 \A1;0.30 \A1;28.99 \A1;0.30 \A1;7.00 \A1;0.30 \A1;0.80 \A1;0.85 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.50 \A1;0.20 \A1;0.70 \A1;0.50 \A1;2.50 \A1;0.30 \A1;0.30 \A1;7.00 \A1;7.60 \A1;1.20 \A1;3.00 \A1;15.00 \A1;0.90 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.60 \A1;1.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.25 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;4.80 \A1;0.50 \A1;2.10 \A1;13.73 \A1;0.30 \A1;0.50 \A1;1.60 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.15 \A1;14.53 \A1;0.95 \A1;0.70 \A1;0.50 \A1;8.74 \A1;8.04 \A1;0.30 \A1;0.72 \A1;4.81 Compuerta de Limpia Compuerta de derivacion -73.80943237335242 Dirección del Agua C° f'c=140 kg/cm2 +30% DE P.G. Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts canto rodado o similar ø de 15" e= 0.50 mts Enrocado con tipo tarjeta tipo tarjeta Losa de concreto 5 cm. 3 cm. Muros Pisos RECUBRIMIENTO E S P E C I F I C A C I O N E S T E C N I C A S Concreto simple 140 kg + 30% P.G. Concreto simple 140 kg.+ 30% P.G Barraje Muros de Encauzamiento Inicio de Canal Cota = 4184.00 Canal de Sección rectangular Piso Canal ESTRUCTURA EXISTENTE ESTRUCTURA PROYECTADA Se proyecta enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts C° f'c=140 kg/cm2 +30% P.G. A A B B C C PERFIL DEL TERRENO Eje de canal BM pintado con pintura roja sobre roca = 4185.00 C° f'c=140 kg/cm2 +30% P.G. en C° f'c=140 kg/cm2 +30% P.G. Compuerta Existente Compuerta Existente Ventana de captación D D Proteccion de Enrrocado de Piedra Proteccion de Enrrocado de Piedra -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 \A1;0.60 9.75 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Acero D=1/2"@0.20 -73.80943237335242 -73.80943237335242 Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts 1.50 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Acero D=1/2"@0.20 -73.80943237335242 -73.80943237335242 -73.80943237335242 Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts 8.45 -73.80943237335242 -73.80943237335242 -73.80943237335242 15.00mts 20.00 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Nivel de Barraje Nivel de Barraje -73.80943237335242 -73.80943237335242 9.00 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 CORTE B-B CORTE D-D Escala: 1/50 CORTE C-C CORTE A-A Acero D=1/2"@0.20 Escala: 1/50 Escala: 1/50 Escala: 1/50 Escala: 1/75 PLANTA -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 C° f'c=140 kg/cm2 +30% DE P.G. -73.80943237335242 Nivel de Terreno DIRECCION DEL FLUJO Losa de concreto EJE DEL CANAL DE CONCRETO EJE DEL CANAL DE CONCRETO C° f'c=140 kg/cm2 +30% DE P.G. Proteccion de Enrrocado de Piedra C° f'c=140 kg/cm2 +30% DE P.G. 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Muro de concreto Armado Losa maniobra Compuerta de derivacion tipo tarjeta Enrocado de protección con canto rodado de 15" e= 0.50 m PLANO DE PLANTA CAPTACION Escala: 1/50 A A B B 02 nagulos de 2"x2" e= \S1/4;" todo el marco Vastago de 1\S1/2;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo 02 nagulos de 2"x2" e= \S1/4;" todo el marco \A1;Plancha Metalica de e= \S1/8;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" 5 1.20 0.45 5 1.20 5 5 Plancha Metalica de e= \S1/4;" 0.45 Compuerta metalica NIVEL DE BARRAJE Losa de Maniobras 5 5 Ventana de captación Muro de proteccion Losa maniobra 5 5 5 5 5 Ø DE \S3/8;" @ 0.20 F'c= 210 kg/cm2 S=1.5 CANAL DE DERIVACION VENTANA DE LIMPIA Escala: 1/20 VENTANA DE CAPTACION Escala: 1/20 Muro de concreto Armado Ventana de Limpia LOSA MANIOBRA Escala: 1/20 DETALLE BARRAJE CORTE A-A Escala: 1/40 5 5 5 5 D D Acero D=1/2"@0.25 0.35 DETALLE BARRAJE CORTE B-B Escala: 1/50 5 C° f'c=175 kg/cm2 +30% P.G. Ventana de captación 5 Acero D=1/2"@0.25 DETALLE BARRAJE CORTE D-D Escala: 1/50 0.30 C C 5 Ø DE 1/2" @ 0.25 5 5 5 C° f'c=140 kg/cm2 +30% P.M. 5 5 5 5 C° f'c=140 kg/cm2 +30% P.M. Barraje Mamposteria de piedra DETALLE MURO Escala: 1/20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.00 5.00 3990.50 4000.00 3994.50 3993.50 3992.50 3991.50 Compuerta metalica Losa de Maniobras Ventana de captación 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 3991.00 3992.00 3993.00 3994.00 3995.00 S=4% D E S A R E N A D O R Cota 4428.92 R I O T R A P I C H E R I O T R A P I C H E CARRETERA HACIA MACUSANI CARRETERA HACIA JULIACA BM-01 Pintado con pintura roja DIRECCION DEL RIO PARA EL SUPERVISOR MOISES 5 5 5 5 5 5 5 5 5 5 5 3990.50 4000.00 3994.50 3993.50 3992.50 3991.50 3991.00 3992.00 3993.00 3994.00 3995.00 3990.50 4000.00 3994.50 3993.50 3992.50 3991.50 3991.00 3992.00 3993.00 3994.00 3995.00 11.00 12.00 Compuerta metalica NIVEL DE BARRAJE Losa de Maniobras Ventana de captación Muro de proteccion Losa maniobra 13.00 14.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.00 1.00 2.00 0.00 5.00 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 0.00 5.00 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 11.00 12.00 13.00 14.00 RC RC 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 Ø de 5/8" @ 0.25 Ø de 1/2" @ 0.30 5 5 Ø 3/8" @ 0.25 5 5 5 5 5 5 5 5 RC 5 5 5 5 NIVEL DE TERRENO 5 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C° f'c=175 kg/cm2 +30% DE P.M. Mamposteria de piedra 5 5 5 0/00 5 COTA 3929.64 msnm COTA 3929.64 msnm 5 5 5 5 5 5 COTA 3929.94 msnm COTA 3929.94 msnm COTA 3930.69 msnm \A1;0.20 R I O CHAPILACA - LACOTUYO Canal de Sección trapezoidal VENTANA DE CAPTACION ESTRUCTURA PROYECTADA 5 5 5 0.80 Nivel de Barraje Nivel de Barraje 5 5 5 5 5 5 5 5 5 DETALLE BARRAJE CORTE A-A Escala: 1/50 5 DETALLE BARRAJE CORTE C-C Escala: 1/25 DIRECCION DEL FLUJO C° f'c=175 kg/cm2 +30% DE P.M. Muro de concreto Armado Losa maniobra Compuerta de derivacion tipo tarjeta Enrocado de protección con canto rodado de 15" e= 0.50 m PLANO DE PLANTA CAPTACION Escala: 1/50 A A B B 02 nagulos de 2"x2" e= \S1/4;" todo el marco Vastago de 1\S1/2;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo 02 nagulos de 2"x2" e= \S1/4;" todo el marco \A1;Plancha Metalica de e= \S1/8;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" 5 1.20 0.45 5 1.20 5 \A1;0.20 5 Plancha Metalica de e= \S1/4;" 0.45 Compuerta metalica NIVEL DE BARRAJE Losa de Maniobras 5 5 Ventana de captación Muro de proteccion Losa maniobra 5 5 5 5 5 Ø DE \S3/8;" @ 0.20 F'c= 210 kg/cm2 S=1.5 CANAL DE DERIVACION VENTANA DE LIMPIA Escala: 1/20 VENTANA DE CAPTACION Escala: 1/20 Muro de concreto Armado Ventana de Limpia LOSA MANIOBRA Escala: 1/20 DETALLE BARRAJE CORTE A-A Escala: 1/40 5 5 5 5 D D Acero D=1/2"@0.25 0.35 DETALLE BARRAJE CORTE B-B Escala: 1/50 5 C° f'c=175 kg/cm2 +30% P.G. Ventana de captación 5 Acero D=1/2"@0.25 DETALLE BARRAJE CORTE D-D Escala: 1/50 0.30 C C 5 Ø DE 1/2" @ 0.25 5 5 5 C° f'c=140 kg/cm2 +30% P.M. 5 5 5 5 C° f'c=140 kg/cm2 +30% P.M. Barraje Mamposteria de piedra DETALLE MURO Escala: 1/20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RC RC 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 Ø de 5/8" @ 0.25 Ø de 1/2" @ 0.30 5 5 Ø 3/8" @ 0.25 5 5 5 5 5 5 5 5 RC 5 5 5 5 NIVEL DE TERRENO 5 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C° f'c=175 kg/cm2 +30% DE P.M. Mamposteria de piedra 5 5 5 0/00 5 COTA 3929.64 msnm COTA 3929.64 msnm 5 5 5 5 5 5 COTA 3929.94 msnm COTA 3929.94 msnm COTA 3930.69 msnm R I O CHAPILACA - LACOTUYO X Y 0.10 0.00 0.03 0.08 0.01 0.16 0.00 0.24 0.01 0.32 0.05 0.48 0.11 0.64 1.36 1.12 0.96 0.8 0.70 0.45 0.32 1.60 0.98 0.21 COORDENADAS DEL CIMACIO 0 3/8 @ 0.25 0 3/8 @ 0.25 0 3/8 @ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 3/8 @ 0.25 5 5 Escala:1/20 CORTE C-C Escala:1/20 CORTE D-D Compueta tipo tarjeta BOCATOMA ESCALA: 1/200 N.M. Y EMBOQUILLADO CON MORTERO 1:3 ACOMODO DE PIEDRA d 0.30 ASENTADA EN C°f'c = 140 kg/cm ALBAÑILERIA DE PIEDRA d 0.25 BARRAJE 4,134.30 S=0.02 4,133.89 A \A1;COMPUERTA DE 1/4"x0.30x0.90 S=0.02 4,133.00 5 5 5 5 5 5 5 1.50 5 5 ACOMODO DE PIEDRA d 0.30 5 5 5 5 A 5 COMPUETA TIPO TARJETA EMPEDRADO d 0.30 5 0.90 CIMACIO DE C°f'c = 175 kg/cm + 30% P.M. 5 5 5 x 4,133.89 y o 4,134.30 5 5 2 EMPEDRADO d 0.30 LONGITUD DE ANCLAJE, d 1/4" LONGITUD DE ANCLAJE, d 3/8" ESPECIFICACIONES TECNICAS CONCRETO VIBRADO FUNCIONAMIENTO DESENCOFRADO ACERO GRADO 60 OTROS LOSA INFERIOR LOSA SUPERIOR MUROS RECUBRIMIENTOS: 28 DIAS : 15 DIAS : Fy=4200 kg/cm2. : 0.025 m. : 0.05 m. : 0.04 m. : 0.05 m. : 0.20 m. : 0.30 m. d d : 0.30 m. LONGITUD DE ANCLAJE, d 3/8" CONCRETO : 175 Kg/cm2 c c 0.20 5 0.20 5 5 5 5 5 5 5 5 5 5 5 ACOMODO DE PIEDRA d 0.30 ACOMODO DE PIEDRA d 0.30 ACOMODO DE PIEDRA d 0.30 ACOMODO DE PIEDRA d 0.30 0.20 5 0.20 RELLENO COMPACTADO : Al 95% de Proctor Standar DETALLE BARRAJE CORTE C-C Escala: 1/25 5 5 5 C° f'c=175 kg/cm2 +30% P.M. 5 5 5 5 C° f'c=175 kg/cm2 +30% P.M. Barraje 5 5 5 5 5 5 5 5 5 5 5 5 VENTANA DE LIMPIA 5 5 5 5 5 5 5 5 5 5 N.M. ACOMODO DE PIEDRA d 0.30 BARRAJE S=0.02 5 5 5 5 5 5 5 5 5 5 COMPUETA DE CAPTACION EMPEDRADO d 0.30 5 5 x y o 5 5 EMPEDRADO d 0.30 LONGITUD DE ANCLAJE, d 1/4" LONGITUD DE ANCLAJE, d 3/8" ESPECIFICACIONES TECNICAS CONCRETO VIBRADO FUNCIONAMIENTO DESENCOFRADO ACERO GRADO 60 OTROS LOSA INFERIOR LOSA SUPERIOR MUROS RECUBRIMIENTOS: 28 DIAS : 15 DIAS : Fy=4200 kg/cm2. : 0.025 m. : 0.05 m. : 0.04 m. : 0.05 m. : 0.20 m. : 0.30 m. : 0.30 m. LONGITUD DE ANCLAJE, d 3/8" CONCRETO : 175 Kg/cm2 5 5 5 5 5 5 RELLENO COMPACTADO : Al 95% de Proctor Standar DETALLE BARRAJE CORTE C-C Escala: 1/25 5 5 5 C° f'c=175 kg/cm2 +30% P.M. 5 5 5 5 C° f'c=175 kg/cm2 +30% P.M. Barraje 5 5 5 5 5 5 5 5 5 5 VENTANA DE LIMPIA 02 nagulos de 2"x2" e= \S1/4;" todo el marco Vastago de 1\S1/2;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo 02 nagulos de 2"x2" e= \S1/4;" todo el marco \A1;Plancha Metalica de e= 1/4" 4 Hilos x Pul. eje Vastago de 1\S1/2;" 0.45 5 5 \A1;0.20 5 Plancha Metalica de e= \S1/4;" 0.45 5 5 5 5 5 Ø DE \S3/8;" @ 0.20 F'c= 210 kg/cm2 VENTANA DE LIMPIA Escala: 1/20 VENTANA DE CAPTACION Escala: 1/20 LOSA MANIOBRA Escala: 1/25 5 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 5 5 5 S=1.5 DESARENADOR 0/00 PLANO DE PLANTA CAPTACION Escala: 1/50 5 5 5 5 5 \A1;1.00 \A1;1.00 \A1;1.00 5 area = 0.1408 m2 area = 3.022 m2 5 5 5 5 5 Barraje fc=175 kg/cm +30% P.M. COTA 3930.84 msnm 5 5 5 5 5 5 5 5 5 5 5 DETALLE BARRAJE CORTE A-A Escala: 1/50 Barraje fc=175 kg/cm +30% P.M. COTA 3929.64 msnm COTA 3929.64 msnm Losa maniobra Losa maniobra 3929.94 msnm COTA 3929.94 msnm 0.00 5.00 3990.50 4000.00 3994.50 3993.50 3992.50 3991.50 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 3991.00 3992.00 3993.00 3994.00 3995.00 3990.50 4000.00 3994.50 3993.50 3992.50 3991.50 3991.00 3992.00 3993.00 3994.00 3995.00 3990.50 4000.00 3994.50 3993.50 3992.50 3991.50 3991.00 3992.00 3993.00 3994.00 3995.00 11.00 12.00 13.00 0.00 1.00 2.00 0.00 5.00 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 0.00 5.00 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 11.00 12.00 13.00 5 5 Barraje fc=175 kg/cm +30% P.M. COTA 3930.84 msnm 5 5 5 Losa maniobra COTA 3929.94 msnm 5 5 5 5 5 5 5 5 5 5 3929.64 msnm DIRECCION DEL FLUJO R I O CHAPILACA - LACOTUYO ACOMODO DE PIEDRA d 0.30 ACOMODO DE PIEDRA d 0.30 ACOMODO DE PIEDRA d 0.30 fc=175 kg/cm +30% P.M. 5 5 5 5 5 5 5 5 5 5 5 5 5 A A DETALLE BARRAJE CORTE D-D Escala: 1/25 D D C C 5 5 5 COTA 3930.84 msnm 5

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

Sluice gate, Bypass gate, Water direction, Of e.g., Protection with, Similar boulder of mts, Cast with, Card type, Concrete slab, Cm., Walls, floors, covering, Simple concrete kg p.g., Simple concrete, Barrage, Channeling walls, Channel start, Quota, Channel of rectangular section, Canal floor, Existing structure, Projected structure, Protection is projected with, Similar boulder of mts, E.g., Terrain profile, Channel axis, Bm painted with red paint, On rock, E.g., In e.g., Existing damper, Catchment window, Stone enrrocado protection, Protection with, Similar boulder of mts, steel, Protection with, Similar boulder of mts, steel, Protection with, Similar boulder of mts, Protection with, Similar boulder of mts, Bar level, cut, scale:, cut, steel, scale:, plant, Of e.g., Ground level, Direction of flow, Concrete slab, Concrete channel shaft, Of e.g., Stone enrrocado protection, Of e.g., Protection with, Similar boulder of mts, Trapezoidal section channel, Capture window, Projected structure, Bar level, Cut bar detail, scale:, Cut bar detail, scale:, Direction of flow, Of p.m., Reinforced concrete wall, The maneuver, Bypass gate, Card type, Protection with, Corner of, Floor plan, scale:, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Stem of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Nagulos of the whole frame, Metalic, Wires pul. Axle shaft of, Metal sheet, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Bypass channel, Window cleaning, scale:, Capture window, scale:, Reinforced concrete wall, Window, Clean, The maneuver, scale:, Cut bar detail, scale:, steel, Cut bar detail, scale:, E.g., Catchment window, steel, Cut bar detail, scale:, p.m., p.m., Barrage, Stone masonry, Wall detail, scale:, Metal gate, Slab of maneuvers, Catchment window, Quota, Road to macusani, Road to juliaca, Painted with red paint, Direction of the river for the supervisor moises, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Ground level, Of p.m., Stone masonry, Even more, Even more, Lacotuyo Chaplain, Trapezoidal section channel, Capture window, Projected structure, Bar level, Cut bar detail, scale:, Cut bar detail, scale:, Direction of flow, Of p.m., Reinforced concrete wall, The maneuver, Bypass gate, Card type, Protection with, Corner of, Floor plan, scale:, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Stem of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Nagulos of the whole frame, Metalic, Wires pul. Axle shaft of, Metal sheet, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Bypass channel, Window cleaning, scale:, Capture window, scale:, Reinforced concrete wall, Window, Clean, The maneuver, scale:, Cut bar detail, scale:, steel, Cut bar detail, scale:, E.g., Catchment window, steel, Cut bar detail, scale:, p.m., p.m., Barrage, Stone masonry, Wall detail, scale:, Ground level, Of p.m., Stone masonry, Even more, Even more, Lacotuyo Chaplain, Coordinates of the pinnacle, cut, cut, Card type composite, Bocatoma, scale:, N.m., Mortar grout, Stone accommodation, Settled in, Stone masonry, Barrage, Stone accommodation, Card type composite, paved, Top of p.m., paved, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Lenght of, concrete, Stone accommodation, compacted fill, To proctor standar, Cut bar detail, scale:, p.m., p.m., Barrage, Window cleaning, N.m., Stone accommodation, Barrage, Capture plot, paved, paved, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Lenght of, concrete, compacted fill, To proctor standar, Cut bar detail, scale:, p.m., p.m., Barrage, Window cleaning, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft of, you

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	accessories, autocad, canal, cuts, DWG, elevation, flat, floor, includes, including, intake, irrigation, kläranlage, lateral, Measures, outlet, plan, plans, shot, Side, treatment plant

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