Grit DWG Block for AutoCAD

element indispensable abastecimiemto system of drinking water in the file shows the plant, cutting and cutting of steel reinforcement for a flow of 2.70 liters per second

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

drainpipe, tube, Valve comp., Line refz, He met, Ccto, Water, Note is recommended by construction, Interleave overlaps on opposite sides, To avoid a point of possible failure, Armor, Fc, F’y mpa p.s.i. Of, materials, Solid suspension chamber, screen, Deflector, Submerged output, Comes out in, camera of, delivery, Sandblasting plant, Esc, dump, Excesses, camera of, Stillness, go into, Pipe of, mesh, washed, The ravine, Pend. section, Sandblasting cutter, Esc, water level, distribution, distribution, drainpipe, Rde, driving, Tube p.v.c, departure, distribution, distribution, Pend. section, Pipe of, screen of, Sandblasting cutter, Esc, Cutter d ‘, Esc, Holes, Sandblasting cutter, Esc, camera of, Stillness, dump, Excesses, Pipe of, Drain p.v.c, Output screen, screen, Deflector, Pend. section, Sandblasting cutter, Esc, water level, distribution, Rde, driving, Tube p.v.c, departure, distribution, distribution, Pend. section, flat:, date:, design, scale:, Convention table, Fernando q. whale, Assistant accountant, general remarks:, distribution, Steel strips, go into, Pipe of, Rde, cuts, Shredder, Steel cutting, Steel table, distribution, Municipal Hall, consultant:, Contains:, draft:, From fonseca, Ivan hernando ramirez mendoza, Ing. civil, T.p. Nts, La yaya stream, Hatico old, Veredal aqueduct, executor:, drainpipe, gate valve, Elastic

Raw text data extracted from CAD file:

\A1;1.00 \A1;.20 \A1;2.68 \A1;.12 \A1;1.15 \A1;.15 \A1;1.30 \A1;.75 \A1;.40 \A1;.10 \A1;.20 \A1;1.00 \A1;.15 \A1;.03 \A1;.01 \A1;.04 \A1;.04 \A1;.46 \A1;2.00 \A1;1.00 \A1;.45 \A1;.20 \A1;.15 \A1;.15 \A1;.65 \A1;.72 \A1;.15 \A1;.20 \A1;.20 \A1;.57 \A1;.84 \A1;.83 \A1;.50 \A1;.12 \A1;.15 \A1;.15 \A1;1.21 \A1;1.00 \A1;.05 \A1;.16 \A1;.26 \A1;1.21 \A1;.20 \A1;.35 \A1;.26 \A1;.15 \A1;.75 \A1;.15 \A1;1.00 \A1;.15 \A1;1.20 \A1;.95 \A1;.20 \A1;.15 \A1;.50 \A1;.10 \A1;.40 \A1;.15 \A1;.45 \A1;.27 \A1;.60 \A1;.55 \A1;3.62 \A1;1.30 \A1;1.30 \A1;.03 \A1;.01 \A1;.04 \A1;1.21 \A1;.55 \A1;.20 \A1;.04 \A1;.46 \A1;.45 \A1;.20 \A1;.15 \A1;.15 \A1;.65 \A1;.72 \A1;.15 \A1;.20 \A1;.20 \A1;.57 \A1;.84 \A1;.83 \A1;.26 \A1;.75 \A1;.50 \A1;.63 \A1;.15 \A1;.70 TUBERIA DE DESAGUE d 6” TUBO VALVULA COMP. LINEA REFZ ELEM MET CCTO 3000 AGUA NOTA N°1 : SE RECOMIENDA POR CONSTRUCCION INTECALAR LOS TRASLAPOS EN LADOS OPUESTOS PARA EVITAR UN PUNTO DE POSIBLE FALLA ARMADURAS #4 = 1/2″ f’c = 21MPa = (3000 p.s.i.) f’y = 420 MPa = (4200 Kg/cm2 o 60000 p.s.i. de d de 1/2 a 1) f’y = 260 MPa = (2600 Kg/cm2 o 37000 p.s.i. de d de 1/4 y 3/8) MATERIALES #3 = 3/8″ D’ D C’ C CAMARA DE SUSPENCION DE SOLIDOS PANTALLA DEFLETORA SALIDA SUMERGIDA SALE EN CAMARA DE ENTREGA B’ A’ PLANTA DESARENADOR ESC 1:25 VERTEDERO EXCESOS CAMARA DE AQUIETAMIENTO ENTRA EN TUBERIA DE d6” B A E’ E MALLA LAVADO d 6” A LA QUEBRADA d 6” 5 5 5 5 5 5 5 5 5 5 5 5 5 Pend. Tramo 1=8.0% CORTE DESARENADOR A-A’ ESC 1:25 NIVEL DE AGUA .03 5 5 F2 #3 c.20 F1 #3 c.20 F5 #3 c.25 F4 #3 c.25 F3 #3 c.25 Repartición F6 #3 c.20 F7 #4 c.20 F24 #3 c.20 F8 #4 c.20 Repartición F14 #3 F14 #3 F15 #3 c.20 F16 #3 c.20 TUBERIA DE DESAGUE d6” 5 RDE 41 CONDUCCION TUBO d 4″ P.V.C SALIDA F10 #3 c.25 Repartición F9 #3 c.25 Repartición F11 #3 c.20 F12 #3 c.20 F13 #3 c.20 5 Pend. Tramo 2=5.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBERIA DE d4” PANTALLA DE 5 5 5 5 .05 .05 1.32 .53 .08 .08 .10 .05 .05 .92 .10 1.22 .10 .05 .46 1.15 .34 .05 1.18 .51 .35 .10 1.22 .10 F2 #3 c.20 L=2.05 F1 #3 c.20 L=2.00 F7 #4 c.20 L=6.00 F3 #3 c.25 L=2.15 F9 #3 c.20 L=2.12 F11 #3 c.20 L=1.81 F10 #3 c.20 L=2.34 F12 #3 c.20 L=1.87 F6 #3 c.20 L=1.70 F25 #3 c.20 L=1.42 F13 #3 c.20 L=1.42 F14 #3 L=1.02 F15 #3 L=1.42 F16 #3 L=.82 CORTE DESARENADOR C-C’ ESC 1:25 5 5 F18 #3 c.20 19#3 c.20 F7 #4 c.20 F8 #4 c.20 F17 #3 c.20 CORTE DESARENADOR D- D’ ESC 1:25 F7 #4 c.20 F8 #4 c.20 F17 #3 c.20 30 ORIFICIOS d 2″ C/.10 5 5 CORTE DESARENADOR D-D’ ESC 1:25 CAMARA DE AQUIETAMIENTO VERTEDERO EXCESOS TUBERIA DE DESAGUE d 6″ P.V.C F5 #3 c.25 F4 #3 c.25 F1 #3 c.20 F2 #3 c.20 F20 #3 c.15 F21 #3 c.20 5 5 PANTALLA DE SALIDA 5 5 5 5 5 5 5 5 5 5 5 PANTALLA DEFLETORA 5 5 5 5 5 5 5 5 .10 .10 .10 .10 1.08 F17 #3 c.20 L=2.72 F4 #3 c.25 L=2.08 F5 #3 c.25 L=2.32 F19 #3 c.20 L=2.40 F21 #3 c.20 L=1.28 F20 #3 c.15 L=.61 F22 #4 c.20 L=1.45 .10 .10 F24 #3 c.20 L=.67 .05 .05 .45 1.08 .45 .05 .05 .50 .50 1.22 .05 .92 .68 .05 .10 .10 1.00 .84 1.78 2.18 .10 .10 1.79 2.05 .71 F8 #4 c.20 L=4.75 5 .05 .47 1.08 .47 .05 .05 .51 1.22 .51 .05 .05 .45 .94 .37 .05 .55 .94 .33 .53 .23 .08 .08 .10 .23 .05 1.08 .77 .77 .05 .05 1.22 .05 1.08 1.08 F18 #3 c.20 L=3.48 5 F18 #3 c.20 19#3 c.20 F18 #3 c.20 19#3 c.20 F18 #3 c.20 19#3 c.20 5 5 .07 .22 .32 5 Pend. Tramo 1=8.0% CORTE DESARENADOR B-B’ ESC 1:25 NIVEL DE AGUA .03 5 5 F2 #3 c.20 F1 #3 c.20 F5 #3 c.25 F4 #3 c.25 F3 #3 c.25 Repartición F22 #3 c.20 F23 #3 c.20 F8 #4 c.20 F14 #3 F14 #3 F15 #3 c.20 F16 #3 c.20 5 RDE 41 CONDUCCION TUBO d 4″ P.V.C SALIDA F10 #3 c.25 Repartición F9 #3 c.25 Repartición F11 #3 c.20 F12 #3 c.20 F13 #3 c.20 5 Pend. Tramo 2=5.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .53 .47 .35 .10 .10 .84 1.78 2.18 .53 .53 F23 #4 c.20 L=5.96 1:25 / 1 PLANO: FECHA: DISEÑO FEBRERO/2011 ESCALA: 1 CUADRO DE CONVENCIONES FERNANDO Q. BALLENA AUXILIAR INGENIERIO CIVIL OBSERVACIONES GENERALES: 5 5 F25 #3 c.20 Repartición DESPIECES DE ACEROS 5 .08 2.20 ENTRA EN TUBERIA DE d6” RDE 41 CORTES DESARENADOR DESPIECE DE ACERO TABLA DE ACERO F25 #3 c.20 Repartición 5 ALCALDÍA MUNICIPAL CONSULTOR: CONTIENE: PROYECTO: DE FONSECA IVAN HERNANDO RAMIREZ MENDOZA ING. CIVIL T.P. 54202168638 NTS ARROYO LA YAYA HATICO VIEJO ACUEDUCTO VEREDAL EJECUTOR: TUBERIA DE DESAGUE d 6” VALVULA DE COMPUERTA ELASTICA d 6”