Intake For Irrigation Canal DWG Block for AutoCAD

Intake DESIGN FOR IRRIGATION CANAL PIPING

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

Mdccc lvii, Plant bocatoma, scale, Type metal gate, Lifting of, Nozzle, Settled in, Stone masonry, Guide wall, Armed slab, Accommodated, Dissipative sink, Nozzle, Settled in, Stone masonry, pipeline, Internal measurement, External measurement, Internal measurement, External measurement, Street venus, Nozzle, Settled in, Stone masonry, Simple concrete, floor:, Simple concrete, floor:, Clean channel, Antechanal, Nozzle, Settled in, Stone masonry, Nozzle, Settled in, Stone masonry, Simple concrete, floor:, Simple concrete, floor:, Clean channel, Antechanal, Type metal gate, Lifting of, Water stop, scale, cut, floor:, Nozzle, Settled in, Stone masonry, Nozzle, Settled in, Stone masonry, Lifting of, Metal compt type, Type metal gate, Lifting of, Fixed bar, concrete, Wall:, Wall:, Armed slab, E.g., Foundation:, E.g., Foundation:, Slab cleaner, concrete, scale, cut, Iron, scale, Detail armed slab, Armed slab, Wall:, p.m., Foundation:, Iron, scale, Reinforcement in walls, scale, Plant bocatoma, District mayor of pariahuanca, Ing. Mesias quispe gamarra, draft:, District municipality of parihuanca, date, scale, Indicated, Evaluator, sheet:, drawing, flat, Bocatoma detail, Jhonny salazar barzola, Of the irrigation system in the locality, Of pariahuanca huancayo district, designer, River catchment

Raw text data extracted from CAD file:

MDCCC – LVII \A1;.28 -408.8249867613777 1.00 1.48 0.50 1.48 1.40 0.50 1.55 1.00 0.15 0.50 1.00 0.30 1.23 5.11 0.94 0.19 0.71 0.15 2.42 0.15 0.45 0.29 0.30 0.55 1.57 0.30 0.40 0.50 2.42 0.50 0.40 4.05 0.10 0.40 0.10 6.76 0.10 0.15 0.20 0.85 0.20 0.29 0.30 0.28 0.10 0.40 0.10 3.40 3.41 1.12 7.48 PLANTA BOCATOMA Escala : 1/50 B B D C C A A D Compuerta Metalica Tipo Izaje de 0.40 x 0.50 Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e Muro Guia Losa Armada Acomodado Enrocado Poza Disipadora 274.3422514877257 Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e 274.3422514877257 274.3422514877257 Tuberia Ø 12″ 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 MEDIDA INTERNA 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 MEDIDA EXTERNA 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 MEDIDA INTERNA MEDIDA EXTERNA 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 274.3422514877257 8.00 0.40 7.20 0.40 4.60 0.20 1.00 0.20 0.20 5.80 0.20 0.31 0.20 0.31 6.81 5.10 1.50 2.00 8.60 1.50 5.10 2.00 8.60 0.40 0.30 0.90 0.20 1.40 3.30 2.00 1.40 3.70 1.50 0.85 0.30 1.15 0.20 1.20 0.25 0.20 0.45 0.40 3.10 0.20 0.75 0.20 0.95 0.40 0.20 0.50 0.50 1.15 0.60 1.15 0.20 0.60 0.35 0.65 0.20 0.30 0.30 8.60 0.60 0.60 0.60 4.20 0.60 6.60 1.00 1.25 1.05 0.50 0.15 0.30 0.15 0.20 0.25 0.50 1.00 1.40 2.40 0.20 1.00 0.20 4.60 0.20 6.20 1.40 0.15 0.40 0.20 1.00 0.20 2.80 1.45 TP WV H Y D O S W S D GV W D Y H D Calle Venus Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e B B A A F’c= 175 Kg/cm² Concreto Simple Piso: F’c= 175 Kg/cm² Concreto Simple Piso: CANAL DE LIMPIA ANTECANAL 1.25 1.00 0.60 0.20 Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e 8.00 5 7.20 5 5 5 5 5 5 5 5 5 5 5 5 Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e 5.10 5 5 8.60 5 5 5 8.60 B B A A F’c= 175 Kg/cm² Concreto Simple Piso: F’c= 175 Kg/cm² Concreto Simple Piso: 5 5 0.90 5 5 5 CANAL DE LIMPIA ANTECANAL Compuerta Metalica Tipo Izaje de 0.20 x 0.25 C° F’c= 175 Kg/cm² C° F’c= 175 Kg/cm2 Water Stop 6″ Escala : 1/50 CORTE A-A 5 5 Piso: Piso: 5 5 Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e Emboquillado 1:3 F’c= 175 Kg/cm² = 0.20 Asentado en C° Albañileria de Piedra e 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 8.60 Izaje de 1.00 x 0.70 e=1/4″ Compt Metalica Tipo Compuerta Metalica Tipo Izaje de 0.20 x 0.25, e=1/8″ BARRAJE FIJO CONCRETO F´C=175 kg/cm2 C°A° F’c= 210 Kg/cm2 Muro: C°A° F’c= 210 Kg/cm2 Muro: C°A° F’c= 210 Kg/cm2 Losa Armada 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C° F’c= 175 Kg/cm2+60 % P.G. Cimiento: C° F’c= 175 Kg/cm2+60 % P.G. Cimiento: LOSA CANAL DE LIMPIA CONCRETO F´C=175 kg/cm2 5 5 5 5 5 5 Escala : 1/50 CORTE B-B Fierro de 3/8″ a 0.20 a/s Escala : 1/25 DETALLE LOSA ARMADA C° F’c= 210 Kg/cm2 Losa Armada 5 5 5 5 5 5 C°A° F’c= 210 Kg/cm2 Muro: C° F’c= 140 Kg/cm2+30% P.M. Cimiento: Fierro de 1/2″ a 0.20 a/s 5 5 Escala : 1/25 REFUERZO EN MUROS Escala : 1/50 PLANTA – BOCATOMA 5 5 5 5 Q=18.27 lt/seg ALCALDE DISTRITAL DE PARIAHUANCA ING. MESIAS QUISPE GAMARRA PROYECTO: MUNICIPALIDAD DISTRITAL DE PARIHUANCA FECHA : ESCALA : INDICADA MARZO-2014 EVALUADOR : LAMINA: DIBUJO : PLANO : DETALLE – BOCATOMA BACH/ING. JHONNY SALAZAR BARZOLA DB-01 “CREACIÓN DEL SISTEMA DE RIEGO EN LA LOCALIDAD DE HUANCAS, DISTRITO DE PARIAHUANCA – HUANCAYO – JUNÍN” PROYECTISTA : CAPTACIÓN DE RIO (BOCATOMA)