Well Hydraulic Dissipation DWG Detail for AutoCAD

Well Hydraulic Dissipation DWG Detail for AutoCAD

For an irrigation canal; with architectural and structural details; details of functionality and real dimensions …

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

do not. plane ref., flat reference name, no., revisions, drawn by :, date, approval procedure, responsible, by, signature, drawing, design, supervision, project manager, route :, scale :, customer :, project not :, discipline :, esc. plotting :, format :, software-see :, date of plotting :, consortium, plan not :, code :, plant and perfl, dam yanapacha grande, architectural plan, chillia district, pataz province, freedom, yanapaccha grande , localiad of nunamarca ,, ing. F. orosco, ing. j. cuellar, tec martin oviedo, ing. r. chavez, management of studies, hydraulic design, regional government freedom, difinitive study for the construction of the dam and irrigation channel, plant, compacted filling:, technical specifications, water stop board:, general note, supervision and the contractor., field, prior agreement between the, made according to the conditions of, any modification to the design, waterproof infill, flexible material, tecknopor, metal card, plate, embedded frames, walls and floor, channel, legs , anchor ø, dissipation pond, catchment, civil design, regional government, indicated, cut aa, water stop joint detail

Raw text data extracted from CAD file:

No. PLANO REF. NOMBRE PLANO DE REFERENCIA No. REVISIONES DISEÑO (ING): DIBUJADO POR: JEFE PROYECTO (ING) FECHA PROCEDIMIENTO DE APROBACION RESPONSABLE POR FIRMA FECHA DIBUJO DISEÑO SUPERVISION JEFE PROYECTO A B C D E F G H 1 3 4 5 RUTA: 2 ESCALA: CLIENTE: PROYECTO No: DISCIPLINA: ESC. DE PLOTEO: FORMATO: SOFTWARE-VER: FECHA DE PLOTEO: CONSORCIO PLANO No: CODIGO: PLANTA Y PERFL PRESA YANAPACHA GRANDE R1 60-10-01 PLANO DE ARQUITECTURA DISTRITO DE CHILLIA, PROVINCIA PATAZ, LA LIBERTAD YANAPACCHA GRANDE, LOCALIAD DE NUNAMARCA, 04-03-2011 Ing. F. Orosco Ing. J. Cuellar Tec. Martin Oviedo C:\Users\Vargas\Desktop ozo Disipacion.dwg Tec. Martin Oviedo Ing. J. Cuellar 03-032011 Ing. F. Orosco 04-03-2011 Ing. R. Chavez GERENCIA DE ESTUDIOS DISEÑO HIDRAULICO GOBIERNO REGIONAL LA LIBERTAD 02-13-01-11 ESTUDIO DIFINITIVO PARA LA CONSTRUCCION DE LA PRESA Y CANAL DE REGADIO 1 / 100 AUTOCAD-2009 1:1 4/7/2011 12:54 p.m. A3 R1 PLANTA -- \A1;0.02 \A1;0.02 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.10 \A1;1.35 \A1;1.35 \A1;0.30 \A1;0.70 \A1;1.65 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.55 \A1;0.60 \A1;0.65 \A1;1.85 \A1;0.10 \A1;0.55 \A1;0.70 \A1;0.60 \A1;0.55 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.65 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.25 \A1;0.25 \A1;2.15 \A1;e=1/4" \A1;2mm \A1;2mm \A1;0.05 \A1;0.20 CONCRETO : Cemento Portland TIPO I f'c=175 kg/cm2 ACERO : Barras Corrugadas ASTM-AGIS f'y=4200 kg/cm2 RECUBRIMIENTO : 4.00 cm. LONG. DE TRASLAPE : 30 Ø (Diametros) Minimo. RELLENO COMPACTADO : Al 95% de Proctor Standar ESPECIFICACIONES TECNICAS JUNTA WATER STOP : 4 Pulgadas. NOTA GENERAL Supervisión y el Contratista. campo, previo acuerdo entre la efectuara según las condiciones de Cualquier modificación al Diseño se IGAS RELLENO IMPERMEABLE MATERIAL FLEXIBLE DE TECKNOPOR JUNTA WATER STOP 4" 5 5 1 2 5 5 5 5 5 5 5 5 5 5 5 \A1;MALLA \A1;Ø\A1;3/8 @ 0.25 \A1;MALLA \A1;Ø\A1;3/8 @ 0.25 JUNTA WATER \W1.73810; STOP 4" \A1; JUNTA WATER \W1.73810; STOP 4" \A1;MALLA \A1;Ø\A1;3/8 @ 0.25 \A1;MALLA \A1;Ø\A1;3/8 @ 0.25 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 \A1;C\A1;º\A1;A\A1;º\A1; f'c=175kg/cm2 5 5 5 5 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 5 5 \A1;MALLA \A1;Ø\A1;3/8 @ 0.25 5 A A 1 1 2 2 \A1;C\A1;º\A1;A\A1;º\A1; f'c=175kg/cm2 \A1;C\A1;º\A1;A\A1;º\A1; f'c=175kg/cm2 5 5 JUNTA WATER \W1.73810; STOP 4" 1.35 1.35 5 5 5 5 5 5 5 5 5 5 \T0.95000;ELEV. 3953.25 5 \T0.95000;ELEV. 3953.92 5 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 5 5 5 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 5 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 3 3 5 5 5 5 5 5 5 5 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 5 5 5 5 5 5 5 5 5 \A1;CANAL PRINCIPAL MARGEN IZQUIERDA \W0.57143; \A1;CANAL PRINCIPAL \A1;MARGEN IZQUIERDA e=1/4" 2mm 2mm Angulo 2"x2"x 1 4 " Tarjeta Metalica Plancha de 1 4 " Empotrado los Marcos En Los Muros y Piso Del Canal Patas De Anclaje Ø 3 8 " 0.05 DETALLE 01 ESC .1/5 COMPUERTA TIPO \W3.35714; TERJETA \A1;MALLA \A1;Ø\A1;3/8 @ 0.25 \A1;C\A1;º\A1;A\A1;º\A1; f'c=175kg/cm2 \A1;VER DETALLE 1 \A1;C\A1;º\A1;S\A1;º\A1; f'c=175kg/cm2 COMPUERTA TIPO \W3.35714; TERJETA 5 \T0.95000;ELEV. 3953.35 POZA DE DISIPACION R1 60-70-18 CAPTACION 31-05-2011 31-05-2011 31-05-2011 31-05-2011 GERENCIA DE ESTUDIOS DISEÑO CIVIL GOBIERNO REGIONAL 02-13-01-11 ESTUDIO DIFINITIVO PARA LA CONSTRUCCION DE LA PRESA Y CANAL DE REGADIO INDICADA AUTOCAD-2009 1:1 4/7/2011 12:54 p.m. A3 R1 CORTE A-A ESC: 1/25 PLANTA ESC: 1/25 DETALLE JUNTA WATER STOP ESC: 1/15 CORTE 1-1 ESC: 1/15 CORTE 2-2 ESC: 1/20 CORTE 3-3 ESC: 1/20 VER DETALLE 1 ESC: 1/5

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	architectural, autocad, canal, channel, dam, DETAIL, details, dimensions, DWG, hydraulic, hydroelectric, irrigation, real, structural, well