Making Mouth Hole – Irrigation Canal DWG Detail for AutoCAD

DETAILS THIS PLANE TAKES A MOUTH OF A HOLE IN A CANAL IRRIGATION

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

Ministry of agriculture and land, concrete layer, railing, steel, plant of retention gate in, detail of the placement of the pipes, the plane of valves to examine and repair and those of work, rubber stamp, a– a, section aa, rod, bolting, welding, section bb, b – b, table of the characteristic parameters of the mouths, name, progressive, dimension of the channel template, bottom level of the mouth, height of the flange, central level of the tertiary pipeline, projected water level, staircase, channel, sheet no., scales: total leaves, bolivarian republic of venezuela, date, no. drawing, drawn :, design :, review :, conformed :, approved:, ing., detail of the waste retention grid, section cc, c – c, d – d, dd section, reinforcing steel for the rear wall of the intake port, reinforcing steel for the lateral wall of the mouth socket, reinforcing steel for the wall apron of the mouth socket, steel ladder, national institute for rural development

Raw text data extracted from CAD file:

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CORTE 3-3 DE LA BOCA TOMA \U+5206\U+6C34\U+53E3\U+5E73\U+9762\U+56FE 1:50 Planta de compuerta de retención en 5 5 5 5 5 5 1570 CORTE 4–4 DE LA BOCA TOMA \U+5206\U+6C34\U+53E34–4\U+5256\U+9762\U+56FE 1:50 H2+0.200 340 520 340 5 200 650 5 5 5 200mm\U+539A\U+7802\U+77F3\U+7BA1\U+5EA7 base para la tuberia de piedra y arena,e=200mm \U+7BA1\U+9053\U+57CB\U+8BBE\U+5927\U+6837\U+56FE \fsimplex.shx,hztxt.shx;\C7;1:25 DETALLE DE LA COLOCACION DE LAS TUBERIAS \U+94A2\U+680F\U+6746 BARANDA DE ACERO \U+68C0\U+4FEE\U+95F8\U+95E8\U+3001\U+5DE5\U+4F5C\U+95F8\U+95E8\U+5927\U+6837\U+56FE \fsimplex.shx,hztxt.shx;\C7;1:25 El plano de válvulas de examinar y reparar y las de trbajo CAPA DE CONCRETO POBRE E= 100MM. 5 5 5 5 5 5 5 2100 5 5 A H1 H1+0.900 H1+3.52 A \W0.8;\T0.95;d1/2”@200 B B Chapa de Acero de 8mm 880 850 8 170 Chapa de Acero de 6mm SELLO DE GOMA 200 A–A \fsimplex.shx,hztxt.shx;\C7;1:25 SECCION A-A Chapa de Acero de 8mm 5 5 50 Chapa de Acero de 6mm VASTAGO APERNADO 5 5 \W0.8;\T0.95;d1/2”@200 \U+710A\U+63A5 Soldadura \U+95F8\U+95E8\U+5C3A\U+5BF8850X900 5 5 80 170 Chapa de Acero de 6mm SECCION B-B Chapa de Acero de 8mm 850 5 5 5 5 5 5 \U+69FD\U+94A2[126X53X9X5.5 5 \U+73B0\U+573A\U+710A\U+63A5 Soldadura B–B \fsimplex.shx,hztxt.shx;\C7;1:25 \W0.8;\T0.95;d1/2”@200 5 \U+540D\U+79F0 \U+6869\U+53F7 \U+6E20\U+5E95\U+9AD8\U+7A0B (H3) \U+5206\U+6C34\U+53E3\U+5E95\U+677F\U+9AD8\U+7A0B (H1) 3\U+7EA7\U+7BA1\U+4E2D\U+5FC3\U+9AD8\U+7A0B (H4) \U+8BBE\U+8BA1\U+6C34\U+4F4D \U+5206\U+6C34\U+53E3\U+7279\U+5F81\U+53C2\U+6570\U+7EDF\U+8BA1\U+8868 \U+5824\U+9876\U+9AD8\U+7A0B (H2) Tabla de los parametros caracteristicos de las bocas toma Nombre Progresiva Cota de la plantilla del canal Cota del fondo de la boca toma Cota de la pestaña Cota central de la tuberia terciaria Nivel proyectado de agua \U+7C7B\U+578B Nombre \Ftxt4.shx,hztxt.shx;TPP-10 12+540 139.70 142.32 DN630 \U+FF08\U+5E72\U+6E20\U+FF09 \U+94A2\U+722C\U+68AF 3/4”@200 ESCALERA DE ACERO d3/4″@200 100mm\U+539AC15\U+783C\U+57AB\U+5C42 5 canal ESTRUCTURA DE LA BOCA TOMA DE 1 ORIFICIO HOJA No. ESCALAS: TOTAL HOJAS REPUBLICA BOLIVARIANA DE VENEZUELA MINISTERIO DE AGRICULTURA Y TIERRAS FECHA Nº DIBUJO 30/06/2011 DIBUJADO: DISEÑO: REVISO: CONFORMO: APROBO : Ing. Ing. Ing. Ing. 21 VE18E-OESC-H-21 28 \U+8BF4\U+660E\U+FF1A 1\U+3001\U+56FE\U+4E2D\U+5C3A\U+5BF8\U+5747\U+4E3Amm\U+3002 2\U+3001\U+9664\U+7279\U+6B8A\U+8BF4\U+660E\U+5916\U+FF0C\U+56FE\U+4E2D\U+7ED3\U+6784\U+783C\U+5F3A\U+5EA6\U+7B49\U+7EA7\U+4E3A R=250kg/cm²\U+FF0C\U+788E\U+77F3\U+57AB\U+5C42\U+539A100mm\U+FF0C\U+56DB\U+5468\U+4F38\U+51FA\U+5EFA\U+7B51\U+7269\U+8FB9\U+754C\U+5404100mm\U+3002 3.\U+95F8\U+6846\U+53CA\U+6A2A\U+6881\U+5B89\U+88C5\U+540E\U+FF0C\U+5148\U+9664\U+9508\U+FF0C\U+540E\U+5237\U+9632\U+9508\U+6F06\U+FF0C\U+518D\U+7528\U+950C\U+7C89\U+6D82\U+5237\U+3002 Nota: 1. Todas las dimensiones estan dadas en milimetros. 2. Sin deta\fTimes New Roman|b0|i0|c238|p18;llar particularmente, \fTimes New Roman|b0|i0|c186|p18;la resistencia \fTimes New Roman|b0|i0|c238|p18;del \fTimes New Roman|b0|i0|c186|p18;concreto para la estructura es\fTimes New Roman|b0|i0|c238|p18; R=250kg/cm 2, \fTimes New Roman|b0|i0|c186|p18;con una cama de piedras picadas de\fTimes New Roman|b0|i0|c238|p18; espresor 100mm y \fTimes New Roman|b0|i0|c0|p18;se debe extender e\fTimes New Roman|b0|i0|c186|p18;l perimetr\fTimes New Roman|b0|i0|c0|p18;o 100mm\fTimes New Roman|b0|i0|c186|p18; \fTimes New Roman|b0|i0|c0|p18;hacia exterior \fTimes New Roman|b0|i0|c186|p18;de la estructura\fTimes New Roman|b0|i0|c238|p18;. 3.\fSimSun|b0|i0|c134|p2;se requiere tratamiento anticorrosiva despues de quitar la corrupcion de los marcos y vigas. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+62E6\U+6C61\U+6805\U+5927\U+6837\U+56FE \fsimplex.shx,hztxt.shx;\C7;1:25 DETALLE DE LA REJA DE RETENCION DE RESIDUOS 5 5 D H1 H1+0.900 D \W0.8;\T0.95;d1/2”@200 C C Chapa de Acero de 8mm 850 5 5 5 5 5 5 5 5 5 80 150 SECCION C-C Chapa de Acero de 8mm 850 5 5 5 5 5 5 \U+69FD\U+94A2[126X53X9X5.5 5 \U+73B0\U+573A\U+710A\U+63A5 Soldadura C–C \fsimplex.shx,hztxt.shx;\C7;1:25 \W0.8;\T0.95;d1/2”@200 5 100 100 100 125 100 100 100 125 \A1;110 8 150 Chapa de Acero de 6mm 200 D–D \fsimplex.shx,hztxt.shx;\C7;1:25 SECCION D-D Chapa de Acero de 8mm 5 5 5 \W0.8;\T0.95;d1/2”@200 \U+710A\U+63A5 Soldadura \U+69FD\U+94A2[126X53X9X5.5 \U+69FD\U+94A2[126X53X9X5.5 620 930 1120 139.95 140.36 141.52 ACERO DE REFUERZO PARA LA BOCA TOMA DE 1 ORIFICIO 5 5 5 5 3930 5 5 5 6030 5 5 5 5 3480 5 5 6030 5 5 2370 5 5 5 5 5 3255 5 5 5 5 5 H2 H1 H3 H4 \U+5206\U+6C34\U+53E31–1\U+914D\U+7B4B\U+5256\U+9762\U+56FE 1:50 2 2 5 5 5 5 5 2370 5 \U+5206\U+6C34\U+53E32–2\U+914D\U+7B4B\U+5256\U+9762\U+56FE 1:50 5 5 5 5 5 2370 \U+5206\U+6C34\U+53E33–3\U+914D\U+7B4B\U+5256\U+9762\U+56FE 1:50 H2 H2 \U+5206\U+6C34\U+53E3\U+540E\U+5899\U+914D\U+7B4B\U+56FE 1:50 5 5 5 3480 5 5 6030 5 5 2370 5 5 3255 5 5 5 5 5 H1 \U+5206\U+6C34\U+53E3\U+4FA7\U+5899\U+914D\U+7B4B\U+56FE 1:50 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 5 5 5 5 5 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 5 5 5 5 5 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;1.5 \W0.8;\T0.95;1 6030 5 5 2370 5 440~2720 \fromans.shx;150 \W0.8;\T0.95;2d1/2” L=5020 5410~\fromans.shx|b0|i0|c0|p0;2050 \fromans.shx;150 \fromans.shx;150 \W0.8;\T0.95;2d1/2” L=850 \W0.8;\T0.95;4d1/2” \W0.8;\T0.95;4d1/2” \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \fromans.shx;\W0.8;\T0.95;3d1/2” \fromans.shx;\W0.8;\T0.95;d1/2”@200 1570 5 5590 140 110 390 L=6580 200 \fromans.shx;150 645 100 L=745 \fromans.shx;150 325 150 250 225 L=940 1760 \fromans.shx;150 \fromans.shx;150 1760 \fromans.shx;150 L=1910 2060 50 700 50 L=800 \fromans.shx;150 5930 \fromans.shx;150 L=6230 \fromans.shx;150 2900 \fromans.shx;150 \fromans.shx;L=3200 \U+5206\U+6C34\U+53E34–4\U+914D\U+7B4B\U+5256\U+9762\U+56FE 1:50 \W0.8;\T0.95;d1/2”@200 2820 \W0.8;\T0.95;d1/2”@200 \fromans.shx;\W0.8;\T0.95;d3/8”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 2200 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=2500 \fromans.shx;150 2720 \fromans.shx;150 L=3020 2200 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=2500 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 2200 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=2500 \fromans.shx;150 2520 \fromans.shx;150 L=2820 2620 4 4 3 3 d1/2”@200 d1/2”@200 CORTE DE ACERO DE REFUERZO DE LA BOCA TOMA 1–1 CORTE DE ACERO DE REFUERZO DE LA BOCA TOMA 2–2 CORTE DE ACERO DE REFUERZO DE LA BOCA TOMA 3–3 ACERO DE REFUERZO PARA EL MURO TRASERO DE LA BOCA TOMA ACERO DE REFUERZO PARA EL MURO LATERAL DE LA BOCA TOMA CORTE DE ACERO DE REFUERZO 4–4 DE LA BOCA TOMA 3070 3070 L=590~2870 H4 5 5 5 5 5 5 1770 \U+5206\U+6C34\U+53E3\U+524D\U+5899\U+914D\U+7B4B\U+56FE 1:50 H2+0.200 2820 \W0.8;\T0.95;1d1/2” \W0.8;\T0.95;3d1/2”@200 \fromans.shx;3d1/2” \fromans.shx;\W0.8;\T0.95;3d1/2” \W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;d1/2”@200 \fromans.shx;150 2720 \fromans.shx;150 L=3020 \W0.8;\T0.95;2d1/2” 1670 150 1750 225 325 150 250 225 L=940 L=3795 2200 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=2500 650 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=950 ACERO DE REFUERZO PARA EL MURO DELANTAL DE LA BOCA TOMA L=5710\Fsimp1,hz|c134;~\fromans.shx|b0|i0|c0|p0;2350 H4 5 5 5 5 5 5 H2+0.200 3070 5 5 5 5 1687 \fromans.shx;150 2970 \fromans.shx;150 L=3270 2900 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=3200 \W0.8;\T0.95;d1/2”@200 1100 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=1400 \fromans.shx;\W0.8;\T0.95;d1/2”@200 \W0.8;\T0.95;3d1/2”@200 \W0.8;\T0.95;3d1/2” \W0.8;\T0.95;d1/2”@200 800 800 800 800 733 \fromans.shx;L=2300 \W0.8;\T0.95;1d5/8” 5 H4 H2+0.200 5 5 5 5 5 5 \W0.8;\T0.95;16d1/2” 5 \fromans.shx;150 1780 \fromans.shx;150 L=2080 \fromans.shx;150 510 \fromans.shx;150 L=810 5 5 3070 5 5 1687 5 1100 \fromans.shx;150 \fromans.shx;150 \fromans.shx;L=1400 d1/2”@200 d1/2”@200 \fromans.shx;150 1670 \fromans.shx;150 L=1970 \fromans.shx;150 510 \fromans.shx;150 L=810 \W0.8;\T0.95;3d1/2” 5 5 \W0.8;\T0.95;16d1/2” \W0.8;\T0.95;2d5/8” 250 5–5 1:25 d1/2”@200 3d1/2” 5 5 5 \U+94A2\U+722C\U+68AF\U+5927\U+6837 1:10 ESCALERA DE ACERO \U+94A2\U+722C\U+68AF 3/4”@200 ESCALERA DE ACERO d3/4″@200 \fromans.shx;300 \fromans.shx;200 \fromans.shx;200 \fromans.shx;350 \fromans.shx;350 L=1400 \U+8BF4\U+660E\U+FF1A 1\U+3001\U+56FE\U+4E2D\U+5C3A\U+5BF8\U+5747\U+4E3Amm\U+3002 2\U+3001\U+56FE\U+4E2D\U+94A2\U+7B4B\U+4FDD\U+62A4\U+5C42\U+539A\U+5EA6\U+5747\U+4E3A50mm\U+3002 3\U+3001\U+94A2\U+7B4B\U+8868\U+4E2D\U+94A2\U+7B4B\U+957F\U+5EA6\U+5747\U+4E3A\U+8BBE\U+8BA1\U+957F\U+5EA6\U+FF0C\U+975E\U+4E0B\U+6599\U+957F\U+5EA6\U+3002 \Fsimplex.shx,hztxt.shx;Nota: 1. Todas las dimensiones están dadas en milímetros. 2. Todas las capas de protección de acero de refuerzo señaladas en el plano son de espesor 50mm. 3. Las longitudes de cabillas descritas en la tabla de aceros de refuerzo son longitudes proyectadas, no representan longitudes de corte. \fromans.shx;\W0.8;\T0.95;4d5/8” \fromans.shx;\W0.8;\T0.95;d1/2”@150 \fromans.shx;\W0.8;\T0.95;d1/2”@150 INSTITUTO NACIONAL DE DESARROLLO RURAL MINISTERIO DE AGRICULTURA Y TIERRAS HOJA No. ESCALAS: TOTAL HOJAS REPUBLICA BOLIVARIANA DE VENEZUELA MINISTERIO DE AGRICULTURA Y TIERRAS FECHA Nº DIBUJO 30/06/2011 DIBUJADO: DISEÑO: REVISO: CONFORMO: APROBO : Ing. Ing. Ing. Ing. 22 VE18E-OESC-H-22 28 300 300 150 L=750 \fromans.shx;\W0.8;\T0.95;d3/8”@200 100 400 175 475 L=1150 5780 5930 2820 2820 2820