Concrete Posts DWG Detail for AutoCAD

Details of concrete poles; for signs signaled.

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

variable, variable, tube, tube, Informative, Anchor detail, detail, Reinforcement of regulatory signals, Fiber board, Esc., Reinforcement of informative signals, Max., griddle, Max., Base plate, picture, platen, nut, free, detail, license plate, cap screw, washer, kind, structure, detail, Base plate on pedestal, Max., indicated, Max., Embedded in fiberglass, Steel plates, Hollow, Bolts, Max., Preventive, Embedded in fiberglass, Steel plates, Signal reinforcement, Fiber board, Esc., Profile reinforcements, Embedded in fiberglass, Bolts, variable, Finished finish painted with metallic gray enamel, Structure type frame elevation plant, Tip., detail, concrete, tube, Tip., variable, tube, detail, Esc .:, Bolts, see detail, hole, Location of vertical signs, With relation to the edge level of the road, Sizing of poles in regulatory preventive signs, berm, maximum, In filling, minimum, road, Batter, berm, road, Local location, Of the signs, maximum, edge, Of berm, White color, Esc., black., For signalization, Concrete pole, With enamel, Painted in girdles, Final finish, For regulatory preventive signs, Structural design of concrete posts, Batter, minimum, sectional, Esc., minimum, minimum, tube, tube, minimum, Note: use welding aws, cut, Concrete pole, Esc.

Raw text data extracted from CAD file:

\A1;.30 \A1;0.75 \A1;1.00 \A1;0.75 \A1;.375 \A1;.375 \A1;Max. 0.65 \A1;Max. 0.65 \A1;Max. 0.65 \A1;Max. 0.65 \A1;.075 \A1;.20 \A1;.20 \A1;.075 \A1;0.30 \A1;0.30 \A1;0.60 \A1;.75 \A1;.90 \A1;.80 \A1;.30 \A1;A=8" \A1;B=6" \A1;C=1" \A1;e=5/8" \A1;C=1" \A1;d= 3/4" \A1;C=1" \A1;B=6" \A1;C=1" \A1;A=8" \A1;M=1" \A1;P=3" \A1;\A1;N=1\S1/2;" \A1;Q=1\S1/2;" \A1; 1/2" \A1;3 1/2" \A1;3" \A1;3" \A1;5" \A1;Max. 0.65 \A1;Max. 0.65 \A1;Max. 0.65 \A1;Max. 0.65 VARIABLE 0.30 0.60 0.80 0.50 0.30 0.50 0.80 0.60 VARIABLE \A1;0.90-2.10 m \A1;2.60 - 4.20 m \A1;.15 \A1;.50 \A1;.15 \A1;.20 \A1;.20 \A1;.60 \A1;.15 \A1;.50 \A1;.15 \A1;.20 \A1;.20 \A1;.90 \A1;.10 \A1;.40 \A1;3.60 \A1;.100 \A1;.025 \A1;.025 \A1;.100 \A1;.025 \A1;.150 \A1;.125 -1.459844477575977 -1.459844477575977 -1.459844477575977 -1.459844477575977 -1.459844477575977 -1.459844477575977 -1.459844477575977 4 d3/8'' TUBO d3/8" d1/4'' @.20 \A1; TUBO d3" INFORMATIVA .80 .90 .75 DETALLE DE ANCLAJE DETALLE 3 S / E REFUERZO DE SEÑALES REGLAMENTARIAS VIDRIO, e=4mm. PLACA FIBRA DE .075 0.60 0.30 0.30 .20 .20 ESC. 1/40 REFUERZOS DE SEÑALES INFORMATIVAS Max. 0.65 PLANCHA 3/8" Max. 0.65 P=3" A=8" B=6" PLANCHA DE BASE e=SEGÚN CUADRO 3" 5" PLATINA 3/16" 3/16" 3 1/2" 3" 1/2" 3/8" TUERCA LIBRE DETALLE 2 1/4" Q=1\S1/2;" 1/4" PLACA PERNO ARANDELA ARANDELA TIPO E-2 8" ESTRUCTURA A C=1" e=5/8" DETALLE 1 PLANCHA BASE EN PEDESTAL B=6" C=1" C=1" Max. 0.65 d INDICADO \A1;N=1\S1/2;" M=1" C=1" d= 3/4" A=8" Max. 0.65 Max. 0.65 1.00 EMBEBIDAS EN LA FIBRA DE VIDRIO PLATINAS DE ACERO 2"x1/8" .375 .375 HUECOS d3/8" 1 1/2" 6" 1" 5/8" 3/4" B C d e 1 1/2" 1" 3" M N P Q 5/8"x14" Pernos Max. 0.65 Max. 0.65 Max. 0.65 PREVENTIVAS EMBEBIDAS EN LA FIBRA DE VIDRIO PLATINAS DE ACERO 2"x1/8" .075 REFUERZO DE SEÑALES PLACA FIBRA DE VIDRIO, e=4mm. 0.75 ESC. 1/40 .30 .30 REFUERZOS DE PERFIL T 1 1/2" x 3/16" EMBEBIDOS EN LA FIBRA DE VIDRIO PERNOS d3/8"x3" 0.75 \A1; d3/4" o 5/8" VARIABLE ACABADO FINAL Pintado con Esmalte Gris Metalico ESTRUCTURA DE TIPO MARCO E-2 ELEVACION Y PLANTA 5 5 5 5 5 5 5 5 TIP. 3/16" DETALLE 1 PL.5/8" x 8"x8" CONCRETO f'c=140 kg/cm2 TUBO d 3" e=2mm TIP. 3/16" VARIABLE TUBO d 3" TUBO d 3" DETALLE 3 (Tipico) 0.90-2.10 m 2.60 - 4.20 m ESC.: 1/25 4 PERNOS DE 5/8"x14" 4 Ø 5/8" ؼ"@.20 (TIP.) 5 5 5 5 5 VER DETALLE 2 5 5 5 5 5 5 5 5 5 L 10"x3/4" P 3.60 HUECO 3/8" UBICACION DE SEÑALES VERTICALES CON RELACION AL BORDE Y NIVEL DE LA VIA DIMENSIONAMIENTO DE POSTES EN SEÑALES PREVENTIVAS Y REGLAMENTARIAS BERMA maximo 3.00m EN RELLENO minimo 2.00m CALZADA TALUD BERMA CALZADA UBICACION LOCAL DE LAS SENALES maximo 3.00m ~ BORDE DE BERMA DE COLORES BLANCO ESC. 1/40 Y NEGRO. PARA SENALIZACION POSTE DE CONCRETO 50mts. CON ESMALTE PINTADO EN FAJAS DE ACABADO FINAL ~ .50m .50m 1.20m a 3.00m .75m .75m PARA LA SEÑALIZACION PREVENTIVA Y REGLAMENTARIA DISEÑO ESTRUCTURAL DE LOS POSTES DE CONCRETO TALUD minimo 2.00m EN CORTE .15 .30 .30 .30 ESC. 1/40 .15 .30 .30 .70 .15 .30 .30 .30 .15 .30 .30 .70 .38 .12 minimo 2.00m 5 minimo 3.06 .45 .12 .38 5 TUBO d 3/8" .45 TUBO d 3/8" .60 minimo 3.06 F`c=140kg/cm2 F`c=175kg/cm2 F`c=175kg/cm2 F`c=175kg/cm2 F`c=140kg/cm2 5 5 NOTA: USAR SOLDADURA AWS E6011 NOTA: USAR SOLDADURA AWS E6011 NOTA: USAR SOLDADURA AWS E6011 B B CORTE B-B POSTE DE CONCRETO ESC. 1/5

Language	Spanish
Drawing Type	Detail
Category	Heavy Equipment & Construction Sites
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, concrete, DETAIL, details, DWG, poles, posts, signaling, SIGNS