Line Angular Pipe Concrete DWG Block for AutoCAD

Line Angular Pipe Concrete DWG Block for AutoCAD

Line pipe concrete

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

taking, Outlet outlet, Pi tunnel exit, Bn corner of the wall of the elevation., runway, runway, runway, Pipe entry structure, plant, cut, plant, pipeline, transition, Tunnel, access, pipeline, transition, Tunnel, Exit tunel, pipeline, Var, Var, Rods of no. Cm a.c., concrete, steel, Revenge, T.m.a., Notes: thickness cm coatings, Standard diameter hooks, Of the bar, Detail of docking type in angles of, plant, Isometric, cut, Determination of total volumes in concrete berthing, concrete, Rod no., Rod no., kind of, material, factor of, Abundance, factor of, Compaction, Ordered from, Curve, embankment, cut, embankment, cut, Subgrade, ground, volume, thickness, elevation, Management of hidroagricola infrastructure projects, National Water Comission, Irrigation project cupatitzio mich., Mich., April., Sub-management of civil engineering design, Plant profile of the main channel drawers, Rehabilitation modernization of the main channel drawers, with water, National Water Comission, Esc., Pi tunnel exit, Bn corner of the wall of the elevation., runway

Raw text data extracted from CAD file:

TOMA SALIDA TOMA PI 11+800 SALIDA DE TUNEL PI PI PI PI PI PI PI bn 14 esquina del muro de la toma elev. 519.523 \A1;9.1003 -2124886.218909548 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;e 3 \A1;e 3 \A1;e1 \A1;e1 Pasarela 5 \A1;d \A1;15 \A1;a \A1;15 \A1;40 \A1;a+30 \A1;X1 \A1;e2 \A1;62 \A1;15 \A1;75 \A1;15 20° 35° 27° \A1;d \A1;15 \A1;a \A1;15 \A1;40 \A1;a+30 \A1;X1 \A1;e2 \A1;62 \A1;15 \A1;75 \A1;15 35° 27° 20° 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;e 3 \A1;e 3 \A1;e1 \A1;e1 Pasarela 5 \A1;d \A1;15 \A1;a \A1;15 \A1;40 \A1;a+30 \A1;X1 \A1;e2 \A1;62 \A1;15 \A1;75 \A1;15 e 3 e 3 e1 e1 Pasarela 62° \A1;d \A1;15 \A1;a \A1;15 \A1;40 \A1;a+30 \A1;X1 \A1;e2 \A1;62 \A1;15 \A1;75 \A1;15 35° 27° 20° 14.57 3.00 1.50 14.80 0.20 5.00 0.50 1.50 2.00 1.50 0.50 0.50 3.00 0.50 0.50 0,20 5.00 0.50 0.50 0.10 0.50 0.30 0.55 0.50 0.50 0.50 2.00 0.50 0.50 0.50 0.60 2.00 0.10 1.50 0.50 14.80 5 5.000151949352585 5 5 5 5 0.50 0.50 2.99938824865967 0.50 0.50 14.57443373164278 5 4.996452415827662 5 5 5 3.0 5 5 A A B B 5 5 5 5 5 5 5 5 5 2.00 5 1.5 1.5 5 ESTRUCTURA DE ENTRADA A TUBERIA PLANTA CORTE A - A CORTE B - B PLANTA PLANTA TUBERIA TRANSICION CANAL CONEXION TUNEL 4 - TUBERIA ACCESO P/MANTENIMIENTO TUBERIA TRANSICION CANAL CONEXION TUNEL 4 - TUBERIA SALIDA TUNEL 4 SALIDA TUNEL 4 TUBERIA 0.50 VAR 4.40 3.00 2.70 1.30 1.81 45° 3.00 1.81 2.70 4.40 0.50 1.56 1.57 2.32 2.32 VAR 5 3.0 2.700028785970062 1.296218317002058 5 1.805580872198334 5 VARILLAS DE No. 4 @ 20 CM C.A.C. VARILLAS DE No. 4 @ 20 CM C.A.C. VARILLAS DE No. 6 @ 15 CM C.A.C. VARILLAS DE No. 4 @ 20 CM C.A.C. CONCRETO F'C= 250 KG/CM2 ACERO Fy= 4200 KG/CM2 REVENIMIENTO 12CM +- 2CM T.M.A. = 3/4" NOTAS: RECUBRIMIENTOS DE 5 CM DE ESPESOR GANCHOS ESTANDAR DE 12 DIAMETROS DE LA BARRA 5 1.81 2.70 5 0.50 5 5 2.319920460286085 5 DETALLE DE ATRAQUE TIPO EN ANGULOS DE 20º, 27º Y 30º PLANTA ISOMETRICO CORTE A-A' A A' DETERMINACION DE VOLUMENES TOTALES EN ATRAQUE DE CONCRETO CONCRETO F'C= 250 KG/CM2 VARILLA No. 4 24.83 M3 940.23 KG VARILLA No. 6 435.58 KG 525 524 523 522 521 520 519 518 517 516 515 514 513 512 511 510 509 508 507 506 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION -0.1 % en 379.94m 11+820.00 10,000 0.00 0.00 4.63 515.64 520.27 11+840.00 14,389 0.00 4,389.21 4.86 515.62 520.48 11+860.00 18,147 0.00 3,757.71 4.40 515.60 520.00 11+880.00 21,761 0.00 3,614.07 4.09 515.57 519.67 11+900.00 25,513 0.00 3,751.68 3.68 515.55 519.23 11+920.00 28,636 0.00 3,122.82 3.42 515.53 518.95 11+940.00 30,968 0.00 2,332.29 3.47 515.51 518.98 11+960.00 33,083 0.00 2,114.83 3.45 515.49 518.93 11+980.00 35,010 0.00 1,927.23 3.55 515.46 519.02 12+000.00 36,941 0.00 1,931.29 3.64 515.44 519.08 12+020.00 39,143 0.00 2,202.34 3.87 515.42 519.28 12+040.00 41,474 0.00 2,330.23 4.10 515.40 519.50 12+060.00 43,826 0.00 2,352.65 4.17 515.37 519.55 12+080.00 46,148 0.00 2,321.66 4.12 515.35 519.48 12+100.00 48,555 0.00 2,407.29 3.69 515.33 519.02 12+120.00 50,916 0.00 2,361.01 3.22 515.31 518.53 12+140.00 52,860 0.00 1,943.23 3.29 515.29 518.57 12+160.00 54,934 0.00 2,074.54 3.46 515.26 518.72 12+180.00 57,274 0.00 2,339.94 4.05 515.24 519.29 12+199.93 58,995 0.00 1,721.15 4.33 515.22 519.55 GERENCIA DE PROYECTOS DE INFRAESTRUCTURA HIDROAGRICOLA COMISION NACIONAL DEL AGUA PROYECTO DE RIEGO CUPATITZIO - TEPALCATEPEC, MICH. Tepalcatepec, Mich. ABRIL. 2009 SUBGERENCIA DE DISEÑO DE OBRA CIVIL PLANTA Y Y PERFIL DEL CANAL PRINCIPAL CAJONES REHABILITACION Y MODERNIZACION DEL CANAL PRINCIPAL CAJONES CONAGUA Comision Nacional del Agua 0.90 X 0.60 ESC. 1:600 PI 11+800 SALIDA DE TUNEL PI PI PI PI PI PI PI bn 14 esquina del muro de la toma elev. 519.523 11+820.00 11+840.00 11+860.00 11+880.00 11+900.00 11+920.00 11+940.00 11+960.00 11+980.00 12+000.00 12+020.00 12+040.00 12+060.00 12+080.00 12+100.00 12+120.00 12+140.00 12+160.00 12+180.00 12+199.93 5 5 d 15 a 15 40 a+30 X1 e2 62 15 75 15 \A1;e 3 \A1;e 3 \A1;e1 \A1;e1 Pasarela 5 Y=2,123,200 Y=2,123,250 Y=2,123,300 Y=2,123,350 Y=2,123,400 X=188,550 X=188,600 X=188,650 X=188,700 X=188,750 X=188,800 X=188,850 X=188,900 X=188,950 X=189,000 X=189,050 12+150.58 11+857.79

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, concrete, DWG, kläranlage, line, pipe, treatment plant