Amplification Of Roadway In Freeway DWG Section for AutoCAD

Amplification of roadway in highway – Details – Sections – Frame works

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

plant, right elevation, left elevation, detail section pillar, detail side elevation, section a-a, several, board, existing, enlargement, board, floor plan and sections,. m, jabalcon, causeway, armed beam, detail jabalcon

Raw text data extracted from CAD file:

\A1;30.00 \A1;40.00 \A1;40.00 \A1;40.00 \A1;40.00 \A1;30.00 \A1;30.00 \A1;40.00 \A1;40.00 \A1;40.00 \A1;40.00 \A1;30.00 \A1;0.50 \A1;0.60 \A1;0.20 \A1;0.20 \A1;1.40 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.20 \A1;0.20 \A1;1.40 \A1;0.60 \A1;3.20 \A1;12.30 \A1;4.51 \A1;1.55 \A1;16.10 \A1;3.20 \A1;13.10 \A1;0.80 N \A1;1.80 \A1;0.20 \A1;1.40 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.10 \A1;0.10 \A1;3.20 \A1;16.50 \A1;13.50 \A1;1.50 \A1;3.25 \A1;3.25 \A1;3.50 \A1;1.00 \A1;1.50 \A1;3.25 \A1;3.25 \A1;3.50 \A1;3.50 \A1;1.50 \A1;1.50 \A1;80 \A1;400 \A1;1047 \A1;140 \A1;200 \A1;15 \A1;15 \A1;15 44.06 44.36 44.46 43.33 43.67 43.69 43.64 43.67 43.81 43.20 44.04 43.93 43.58 43.73 43.73 43.59 43.76 43.82 43.83 43.74 43.83 43.75 44.28 50.11 50.15 50.20 50.27 50.70 50.61 50.55 50.42 50.34 49.85 50.50 50.95 50.82 50.80 50.90 50.80 50.83 50.49 51.13 51.20 51.29 51.34 51.32 51.25 51.01 43.82 43.82 43.72 44.14 44.72 45.22 45.34 44.56 44.61 44.59 44.53 44.15 44.66 44.80 44.77 43.87 43.79 43.74 43.84 43.68 43.66 43.73 43.73 43.90 43.83 43.62 43.30 43.26 44.31 44.31 43.52 43.51 44.57 44.25 44.04 44.10 44.08 44.37 44.41 44.24 44.23 43.50 44.02 43.96 43.24 43.72 43.08 43.16 44.20 50.19 50.28 50.16 49.82 43.80 43.71 43.72 Fr Fr Er Er Er Er Er Er Er Mb Mb Mb Mb Mb Mb 396+200 396+300 396+400 PLANTA ESCALA 1:500 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:500 ALZADO DERECHO ALZADO IZQUIERDO ESCALA 1:500 DETALLE SECCION PILAR ESCALA 1:50 DETALLE ALZADO LATERAL ESCALA 1:100 ESTRIBO-1 PILA-1 PILA-2 PILA-3 PILA-4 PILA-5 ESTRIBO-2 SECCION A-A ESCALA 1:20 5 5 5 5 Ø 12 c/ 0.20 Ø 20 c/ 0.08 Ø 12 c/ 0.20 Ø 16 c/ 0.10 1.245657860301435 Ø 12 c/ 0.20 8.02930144034326 Ø 12 c/ 0.20 Ø 16 c/ 0.10 Ø 12 c/ 0.20 Ø 12 c/ 0.20 Ø 20 c/ 0.08 Ø 16 c/ 0.08 Ø 12 c/ 0.20 Ø 12 c/ 0.20 Ø 16 c/ 0.10 Ø 12 c/ 0.20 Ø 16 c/ 0.08 Ø 12 c/ 0.20 Ø 10 c/ 0.20 Ø 16 c/ 0.10 5 5 5 5 Ø 12 c/ 0.20 Ø 20 c/ 0.08 Ø 12 c/ 0.20 Ø 16 c/ 0.10 5 Ø 12 c/ 0.20 5 Ø 12 c/ 0.20 Ø 16 c/ 0.10 Ø 12 c/ 0.20 Ø 12 c/ 0.20 Ø 20 c/ 0.08 Ø 16 c/ 0.08 Ø 12 c/ 0.20 Ø 12 c/ 0.20 Ø 16 c/ 0.10 Ø 12 c/ 0.20 Ø 16 c/ 0.08 Ø 12 c/ 0.20 Ø 10 c/ 0.20 Ø 16 c/ 0.10 Ø 12 c/ 0.20 Ø 20 c/ 0.08 Ø 20 c/ 0.08 Ø 12 c/ 0.20 VARIAS . . . 0 000 1 ESTRUCTURAS DETALLE DE AMPLIACION ESTRUCTURA E-3 1 SECCION A-A ESCALA 1:100 79.893344479613 79.893344479613 79.893344479613 79.893344479613 5 79.893344479613 5 5 TABLERO EXISTENTE TABLERO EXISTENTE AMPLIACION DE TABLERO 6.4% 6.4% AMPLIACION DE TABLERO AMPLIACION DE TABLERO AMPLIACION DE TABLERO VARIAS 0 . . PLANTA ALZADO Y SECCIONES . . m 23 ESTRUCTURA E-3 1 7.2.1 2.631137948483229 -12.23259529285133 -11.89538695756346 -12.26714170258492 5.537651949562132 0.9088074816390872 0.9088074816390872 0.9088074816390872 5.537651949562132 1.812878740020096 1.812878740020096 2.105577650479972 JABALCON JABALCON JABALCON 5 <> 5 5 5 5 5 CALZADA CALZADA CALZADA 5 5 5 5 CALZADA CALZADA CALZADA 5 CALZADA 5 5 -31.15068244747818 4.860002265311778 5 8.762891113758087 PERFIL HEB 180 2 X 3 RIGIDIZADORES e=15mm. 8.762891113758087 8.762891113758087 8.762891113758087 8.762891113758087 VIGA ARMADA DETALLE JABALCON ESCALA 1:25