Intake DWG Block for AutoCAD

Intake for derivation channel

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

Natural river bottom, flow, up and down, up and down, flow, Guide to wooden planks, see detail, rack, see detail, fin, N.a., Crown of walls, Improved alluvial stratum with, River stone ømin, Machon, see detail, Canyon edge, Sliding gate, Prefabricated tiles, Corridos, Prefabricated tiles, filling, natural terrain, Qasing, Upper level slab, Floor level channel shunt section, Concrete channel provided with, Pre-fabricated lid, Sliding gate for, Counterflow flow control, Sliding gate, detail, Wall for protection against, Existing marginal, Dentellon projection, Dentellon projection, Profile guide, Metal in, detail, flow, N.a., Bars, Spaced center center, Metal frame, Anchor hook, concrete, Run on each face, N.a., Natural river bottom, welding

Raw text data extracted from CAD file:

Fondo Natural del Rio Flujo 1#560@20cm 0.35 1ؽ“ @25 1ؽ”@25cm 5.00 1.00 0.5 1.00 1#560@20cm 6.0 1#515@20cm 1.0 0.5 Arriba y Abajo 1#560@20cm 0.5 2.0 1.5 1#510@20cm 0.2 0.6 0.2 1#515@20cm 1.5 1#530@25cm 2.3 0.7 1#545@25cm 4.5 1#513@20cm 1.3 1#536@20cm 1.10 0.3 0.3 1.30 1#560@20cm 6.0 1#415@20cm 1ؽ”@25cm Arriba y Abajo Flujo 0.40 100.00 100.50 100.50 100.80 102.30 100.35 101.14 102.14 103.0 0.40 Guia para tablones de madera Ver detalle No.2 Rejilla Ø1″@7.5cm Ver detalle No.3 Aleta Aleta N.A. 2 Corona de Muros Estrato Aluvial Mejorado con piedra de rio ØMin 20cm Machon Ver detalle No.1 103.0 103.65 Borde de Barranco 103.0 103.0 103.0 102.14 100.0 100.35 100.80 103.65 103.65 Compuerta Dezlisante Losetas Prefabricadas Ø3/8“ @25 1Ø3/8“ @25 Corridos 1#512@15cm 1#432@20cm 1.0 1.0 1.2 1.30 1.00 0.15 Losetas Prefabricadas Relleno Terreno Natural 0.15 1.80 1.80 1.80 Qasing. 8.00 2.00 1.00 Cota superio losa Cota de piso canal derivador 101.14 (ver seccion E – E`) Canal de concreto provisto de tapa en losetas prefabricadas Compuerta deslisante para control de flujo y contraflujo 0.15 Compuerta deslisante (ver detalle 4) 1.00 0.70 4.40 3.00 5.50 1.00 Muro para proteccion contra erocion marginal existente Proyeccion dentellon 0.50 Proyeccion dentellon Guia en perfil metalico en “U” (ver detalle No.2) 1.00 1.40 0.40 1.80 0.40 1.80 0.40 1.80 1.00 2.50 0.60 2.00 2.50 1.90 2.50 1.00 4 4 0.50 0.30 1.40 0.30 0.30 0.30 B B` C C` A A` E` E D` D Flujo N.A. 1#435@25cm 3.5 101.14 102.14 Barrotes Ø1″ espaciados 7.5cm Centro a Centro Marco Metalico e= 1 4 ” 1#435@25cm 3.5 16#524 1.9 E#320@10cm 0.59 0.30 0.50 F F` 3#510@20cm 1.0 100.80 102.30 E#318@10cm 0.50 0.30 Gancho para anclaje Ø 3 8 “@40cm 0.60 0.46 0.05 0.05 Concreto 1.1 2.9 1#540@20cm 0.40 2.9 1#433@20cm 1Ø 3 8 “ @20cm Corridos en cada cara 1.1 0.40 1#515@20cm 1.10 1#522@20cm 1.10 N.A. 2.65 0.35 103.0 100.35 99.0 Fondo Natural del Rio Fondo Natural del Rio Fondo Natural del Rio Soldadura