Desander DWG Block for AutoCAD

Desander DWG Block for AutoCAD

Desander for irrigations system

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

Foundation floor see note, Hatch type hatch, Maximum water level, Demolition fc fund, The foundry floor for the developer will meet the same requirements for road engineering such as must be conformed by suitable material complying with a density not less than the maximum dry density obtained by testing the modified proctor, Notes:, cut, Clean channel, Sandblasting wall, Detail for sandblast, Foundation floor see note, Hatch type hatch, Maximum water level, Demolition fc fund, Notes:, cut, The foundry floor for the developer will meet the same requirements for road engineering such as must be conformed by suitable material complying with a density not less than the maximum dry density obtained by testing the modified proctor, cut, Clean channel, Sandblasting wall, Detail for sandblast, Project review, date, scale, Indicated, sheet:, Creet, President:, member, district, Depart., Location, province, flat:, draft, Shredder, Regional management, Sub management, studies, technical team, Ing. Augusto choccechancca picture

Raw text data extracted from CAD file:

0.50 0.25 0.45 0.30 0.20 1.00 0.95 1.39 1.35 0.15 0.50 0.15 1.35 1.97 1.20 1.95 0.50 0.20 1.50 0.45 0.25 0.60 0.50 SUELO DE FUNDACION Ver nota 1 Compuerta tipo izaje 1.50 x 0.60 x 1/4" NIVEL MAXIMO DE AGUA Fondo Desarenador fc : 210kg / cm2 # O 1/2 @ 0.20 m. # O 1/2 @ 0.20 m. 1) EL SUELO DE FUNDACION PARA EL DESARENADORCUMPLIRA LOS MISMOS REQUISITOS PARA INGENIERIA VIAL TALES COMO DEBAN ESTAR CONFORMADOS POR MATERIAL ADECUADO Y QUE CUMPLAN CON UNA DENSIDAD NO MENOR DEL 95% DE LA MAXIMA DENSIDAD SECA OBTENIDA MEDIANTE EL ENSAYO DEL PROCTOR MODIFICADO NOTAS: CORTE A-A CORTE B-B 0.20 0.75 0.20 Q:0.380m3/s 1.00 1.39 3.50 1.97 0.60 0.20 0.50 0.20 0.20 1.37 0.20 1.50 12.50° S: 1.5% 12.50° Canal de Limpia B B A # O 1/2 @ 0.20 m. # O 1/2 @ 0.20 m. 0.20 0.50 0.25 0.45 0.50 0.20 0.20 1.37 1.70 Parede Desarenador fc:210kg/cm2 DETALLE PARA DESARENADOR 0.50 0.25 0.45 0.30 0.20 1.00 0.95 1.39 1.35 0.15 0.50 0.15 1.35 1.97 1.20 1.95 0.50 0.20 1.50 0.45 0.25 0.60 0.50 SUELO DE FUNDACION Ver nota 1 Compuerta tipo izaje 1.50 x 0.60 x 1/4" NIVEL MAXIMO DE AGUA Fondo Desarenador fc : 210kg / cm2 # O 1/2 @ 0.20 m. NOTAS: # O 1/2 @ 0.20 m. CORTE A-A 1) EL SUELO DE FUNDACION PARA EL DESARENADORCUMPLIRA LOS MISMOS REQUISITOS PARA INGENIERIA VIAL TALES COMO DEBAN ESTAR CONFORMADOS POR MATERIAL ADECUADO Y QUE CUMPLAN CON UNA DENSIDAD NO MENOR DEL 95% DE LA MAXIMA DENSIDAD SECA OBTENIDA MEDIANTE EL ENSAYO DEL PROCTOR MODIFICADO CORTE B-B 0.20 0.75 0.20 Q:0.380m3/s 1.00 1.39 3.50 1.97 0.60 0.20 0.50 0.20 0.20 1.37 0.20 1.50 12.50° S: 1.5% 12.50° Canal de Limpia B B A # O 1/2 @ 0.20 m. # O 1/2 @ 0.20 m. 0.20 0.50 0.25 0.45 0.50 0.20 0.20 1.37 1.70 Parede Desarenador fc:210kg/cm2 DETALLE PARA DESARENADOR REVISION DE PROYECTO : FECHA : ESCALA : INDICADA LAMINA: CREET PRESIDENTE: MIEMBRO 1: MIEMBRO 2: DE- 01 DISTRITO DEPART. UBICACION : PROVINCIA PLANO: PROYECTO : DESARENADOR GERENCIA REGIONAL SUB GERENCIA DE ESTUDIOS EQUIPO TECNICO : ING. AUGUSTO CHOCCECHANCCA CUADRO

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, desander, DWG, einrichtungen, facilities, gas, gesundheit, irrigation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, system, wasser bestimmung, water