Intake DWG Block for AutoCAD

Intake DWG Block for AutoCAD

Intake with sand trap and forebay; control box; lateral outlet; specialty architecture and structure.

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

control box, sheet :, scale :, indicated, specialty :, plane :, date :, structure and architecture, fnr, digitization :, urban public works, responsible :, development sub-management, mayor:, desiring and camera load, lateral intake, a clean gate, flooring, to the plant, treatment, desarenador, camara, loading, sliding metal gates, drain to the river, plant, variable, comes adduction channel, section cc, spillway, section aa, landfill, floor, clean, cover, aa reinforcement, bb section, bb armor, waste, dc section, dc armor, intake, energy dissipation zone, clean channel, clean gate, trancision channel, window gate , wall of induction, broken, mattress dissipador, window of capture, gate window, uptake, window of capture, plant and cuts of the intake

Raw text data extracted from CAD file:

CAJA DE CONTROL LAMINA: ESCALA: INDICADA CC -01 ESPECIALIDAD: PLANO: FECHA: ESTRUCTURA Y ARQUITECTURA FNR DIGITALIZACION: URBANO DE OBRAS PUBLICAS RESPONSABLE: SUB GERENCIA DE DESARROLLO ALCALDE: 0.1 0.4 0.2 0.9 0.2 0.4 0.3 0.3 0.6 0.3 0.3 0.6 0.3 1.8 1.4 0.15 1 0.15 0.55 0.1 2.84 0.15 0.4 0.15 0.3 0.5 1.01 0.15 0.4 0.4 0.3 0.3 0.6 0.3 0.1 1.1 0.2 1.2 0.3 0.6 0.15 0.15 0.3 0.3 0.1 0.4 0.6 3.5 0.36 0.2 0.68 1.4 0.1 0.25 0.15 0.75 0.1 0.8 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 1 0.4 0.1 0.6 0.1 0.8 0.1 0.3 0.1 0.8 0.1 0.15 0.55 0.1 0.6 0.4 0.1 0.15 0.65 0.05 0.05 0.3 0.3 1.29 0.4 0.4 0.3 0.1 0.6 0.1 1.5 0.7 0.1 0.7 0.8 0.4 1.2 0.1 0.3 0.1 1.4 3.5 6.45 0.15 0.1 0.1 0.35 0.35 0.45 0.45 0.1 0.1 0.9 0.15 0.15 0.1 0.15 0.15 0.35 1.5 0.3 0.7 0.1 0.7 0.1 0.15 0.15 0.15 0.15 0.35 0.9 0.15 0.15 0.15 0.15 1.4 0.3 0.7 0.1 0.6 0.1 0.15 0.15 0.15 0.15 0.8 0.15 0.15 0.6 0.1 0.35 0.35 0.21 0.6 1.4 0.3 0.7 0.1 0.6 0.8 0.15 0.15 0.1 0.15 0.15 0.15 0.15 0.1 0.35 0.35 0.21 0.21 0.6 0.4 0.7 2.4 0.1 0.25 0.15 0.75 1.4 0.1 0.8 0.1 0.4 0.3 0.1 0.15 0.2 0.47 3.15 0.47 0.5 0.5 0.5 0.5 2.2 0.4 0.15 1 0.2 0.2 0.5 45° 1.02 19° 2 1 0.14 5.79 0.2 0.2 1 0.3 2.5 2.44 0.11 2.7 0.4 0.1 0.6 0.15 0.15 0.3 0.5 3.22 0.2 0.1 DESERENADOR Y CAMARA DE CARGA LAMINA: ESCALA: INDICADA DLC -01 ESPECIALIDAD: PLANO: FECHA: ESTRUCTURA Y ARQUITECTURA FNR DIGITALIZACION: URBANO DE OBRAS PUBLICAS RESPONSABLE: SUB GERENCIA DE DESARROLLO ALCALDE: TOMA LATERAL LAMINA: ESCALA: INDICADA TL -01 ESPECIALIDAD: PLANO: FECHA: ESTRUCTURA Y ARQUITECTURA DIGITALIZACION: URBANO DE OBRAS PUBLICAS RESPONSABLE: SUB GERENCIA DE DESARROLLO ALCALDE: UNA COMPUERTA DE LIMPIA DE .50x.50m. CON MECANISMO SOLADO SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .15 A A .50 .15.50.15 .15.20.15 .82 2.86 .15 .80 .154.50 B B .15.20 .60.20 .15 ESC: 1/25 D D .80 .15 .80 .15 .50 2.45 .15.15.15 .15 1.00 .15 A la planta de tratamiento D E S A R E N A D O R CAMARA DE CARGA C C 1.15 .12 .67 .27 .15.50 .20 ESC: 1/25 4.50 .15 A la planta de tratamiento .15 .80 .80 .15 D E S A R E N A D O R CAMARA DE CARGA .60 izaje tipo ARMCO H-2 0.60 x 0.60 m. con mecanismo de Compuertas metalicas deslizantes de .50 .30 .15.50.15 .80 .11 .28.87 .80 1.30 Desague al rio .25 .35 .15 .15.50.15 .151.15 0.50 x 0.60 m. con mecanismo de izaje tipo ARMCO H-2 Compuertas metalicas deslizantes de .15 .50 Desague al rio .25 .35 .15 .50.15 .80 .151.15 .60 .55 .79 .60.15 .20 .15.15 .10 .10 .15 .20 .15 5 A la planta de tratamiento D E S A R E N A D O R izaje tipo ARMCO H-2 0.40x0.40 m.con mecanismo de \T0.85;Compuertas metalicas deslizantes de A A A la planta de tratamiento D E S A R E N A D O R C C PLANTA ESC: 1/25 5 VARIABLE 5 VIENE CANAL DE ADUCCION 5 5 5 5 5 5 5 5 5 5 COMPUERTA DE LIMPIA DE .40X.40m CON MECANISMO DE IZAJE TIPO ARMCO H2 DE IZAJE TIPO ARMCO H2 Concreto f´\fHelvetica|b0|i0|c0|p1;c=175Kg/cm2 SOLADO 5 5 5 5 5 5 5 5 5 5 5 Concreto f´\fHelvetica|b0|i0|c0|p1;c=175Kg/cm2 +30% DE P.G.=8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION C-C ESC: 1/25 CAJA DE CONTROL 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 aliviadero Pendiente 4% 5 5 A A PLANTA ESC: 1/25 5 5 5 5 5 SECCION A-A ESC: 1/25 TOMA PARCELARIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B 5 5 5 5 5 5 5 solado Limpia 5 5 5 5 5 5 5 5 5 5 5 5 solado Limpia 5 5 5 5 Acero 3/8 @ 0.20 5 5 5 5 5 5 5 5 5 5 5 solado 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 solado 5 5 5 5 5 5 5 Acero 3/8 @ 0.20 5 TAPA B B 5 5 5 0.15 0.15 0.15 0.70 5 ARMADURA A-A ESC: 1/25 SECCION B-B ESC: 1/25 ARMADURA B-B ESC: 1/25 SECCION A-A ESC: 1/25 SECCION B-B ESC: 1/25 PLANTA ESC: 1/25 DESERENADOR SECCION B-B ESC: 1/25 SECCION C-C ESC: 1/25 SECCION A-A ESC: 1/25 SECCION D-D ESC: 1/25 5 5 5 5 5 5 5 5 ARMADURA C-C ESC: 1/25 Acero 3/8 @ 0.20 5 5 5 5 D B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C C D 5 5 5 5 A PLANTA ESC: 1/25 BOCATOMA \T0.85;MAMPOSTERIA DE PIEDRA \T0.85;MAMPOSTERIA DE PIEDRA ZONA DISIPARADORA DE ENERGIA \T0.85;albañileria de piedra .50x.80m asentado\T1; \T0.85;Enboquillado con C° f´\fHelvetica|b0|i0|c0|p2;c=175Kg/cm2 CANAL DE LIMPIA COMPUERTA DE LIMPIA 0.50x1.80 M. JUNTA 1"JUNTA 1" CANAL DE TRANCISION COMPUERTA DE VENTANA DE CAPTACION 0.30x0.30 M. MURO DE ENCAUSAMIENTO MURO DE ENCAUSAMIENTO Quebrada COLCHON DISIPADOR JUNTA 1"JUNTA 1" 5 ventana de captacion 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION C-C ESC: 1/50 B B 5 COMPUERTA VENTANA CAPTACION COMPUERTA DE LIMPIA DE 0.40X0.40m VER DETALLE 2 DETALLE 2 ESC: 1/10 Acero 3/8 @ 0.20 Acero 3/8 @ 0.20 Acero 3/8 @ 0.20 VENTANA DE CAPTACION CON MECANISMO DE IZAJE TIPO ARMCO H2 5 5 PLANTA Y CORTES DE LA BOCATOMA LAMINA: ESCALA: INDICADA B -01 ESPECIALIDAD: PLANO: FECHA: ESTRUCTURA Y ARQUITECTURA FNR DIGITALIZACION: URBANO DE OBRAS PUBLICAS RESPONSABLE: SUB GERENCIA DE DESARROLLO ALCALDE:

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	architecture, autocad, block, box, control, dam, DWG, hydroelectric, intake, lateral, outlet, sand, sand trap, trap