Highway Section — Earthquake Prone Region Between Lima And Ica, Peru DWG Section for AutoCAD

Typical section of highway between Lima and Ica.

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

restricted property, road, sg, bg, ca, terrain, berm, lane, see detail of pavement, right of way, axis of stake out in plant, of said edge., notes:, grade, asphalt, central berm, section type of highway in curve, section type of highway in straight, ca : asphalt concrete, b.g. : granular base, e.g. : granular subbase

Raw text data extracted from CAD file:

\A1;7.30 \A1;3.00 \A1;3.65 \A1;1.20 \A1;3.65 \A1;3.65 \A1;3.00 \A1;7.30 \A1;3.65 \A1;1.20 \A1;6.60 (TERRENO DE CULTIVOS) \A1;0.45 \A1;0.30 \A1;3.00 \A1;1.20 \A1;3.00 \A1;7.30 \A1;1.20 \A1;7.30 \A1;6.60 (TERRENOS DE CULTIVO) \A1;3.65 \A1;3.65 \A1;3.65 \A1;3.65 \A1;0.45 \A1;0.30 \A1;S.G. \A1;C.A. \A1;B.G. \A1;S.G. \A1;C.A. \A1;S.G. \A1;B.G. \A1;C.A. \A1;B.G. \A1;B.G. \A1;C.A. \A1;S.G. ESCALA 1 : 75 ** SI EL BORDE DE LA EXPLANACION DISTA MAS DE 20m. DEL EJE, PROPIEDAD RESTRINGIDA -58140.44459090353 CALZADA -58140.44459090353 PROPIEDAD RESTRINGIDA 15 mt. 0.0 D 1 0.0 S.G. B.G. C.A. P% TERRENO BERMA -58140.44459090353 CARRIL BERMA INTERIOR EN HOJA 3 VER DETALLE DE PAVIMENTO 20mt. DERECHO DE VIA EJE DE REPLANTEO EN PLANTA DE DICHO BORDE. EL DERECHO DE VIA SE AMPLIA 5m. HACIA EL EXTERIOR EN LA TABLA ADJUNTA EN LA HOJA 3 * LOS VALORES DE T Y D SE DEFINEN NOTAS: BERMA EXTERIOR EN HOJA 3 VER DETALLE DE PAVIMENTO 20mt. DERECHO DE VIA -58140.44459090353 CALZADA -58140.44459090353 RASANTE >3 RASANTE ASFALTO 1 3 1 B.G. BERMA CENTRAL -58140.44459090353 -58140.44459090353 -58140.44459090353 CARRIL BERMA -58140.44459090353 BERMA CARRIL 1.5 S.G. TERRENO ASFALTO P% C.A. 1 1 T BERMA -58140.44459090353 -58140.44459090353 CARRIL 15 mt. CALZADA -62068.31112683564 -62068.31112683564 -62068.31112683564 T 1 S.G. 1 TERRENO ASFALTO 1.5 2% BERMA CARRIL -62068.31112683564 -62068.31112683564 -62068.31112683564 -62068.31112683564 -62068.31112683564 -62068.31112683564 -62068.31112683564 -62068.31112683564 BERMA INTERIOR EN HOJA 3 VER DETALLE DE PAVIMENTO SECCION TIPO DE AUTOPISTA EN CURVA EJE DE REPLANTEO EN PLANTA RASANTE B.G. S.G. 3 1 RASANTE VER DETALLE DE PAVIMENTO BERMA EXTERIOR EN HOJA 3 -62068.31112683564 -62068.31112683564 2% C.A. 1.5 1 ASFALTO 1 D CALZADA BERMA CENTRAL ESCALA 1 : 75 CARRIL BERMA BERMA CARRIL SECCION TIPO DE AUTOPISTA EN RECTA CARRIL BERMA TERRENO -49.07202918526309 60.44229295877449 C.A. : CONCRETO ASFALTICO B.G. : BASE GRANULAR S.G. : SUB BASE GRANULAR CUADRO DE DIMENSIONES EN HOJA No. 3