Gutters And Gutter Typical DWG Block for AutoCAD

Plane typical stone culvert and ditch to gauge carrozable

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

description, Cross point end of asphalted km, draft, Location, Revised approved, design, plane of, drawing, system, scale, date, code, sheet:, Foncodes, flat:, National social compensation fund, Sheet number, designer:, Vb:, Check approve, Drawing cad:, region:, system:, draft:, Dist, date:, scale:, Prov .:, location:, Magnetic, berm, berm, stone, Variable length road width, Water course, plant, Ballast material, Level of the slope, Variable length tread, frontal, Outlet slider, cut, stone, wire, Level of the slope, via, profile, Typical gutter

Raw text data extracted from CAD file:

pto_paso descripcion PP-02 CRUZ PUNTA TERMINO DEL ASFALTADO (HITO KM 28) PROYECTO : UBICACION : REVISADO Y APROBADO : R DISEÑO : J O PLANO DE : DIBUJO : SISTEMA : ESCALA : FECHA : CODIGO : LAMINA: FONCODES PLANO: FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL LAMINA Nº PROYECTISTA: V.B.: REVISA Y APRUEBA: DRAWING CAD: REGION: SISTEMA: PROYECTO: DIST.: FECHA: ESCALA: PROV.: LOCALIDAD: MAGNETIC 0.50 Berma 0.50 Berma 3.50 1 3 3 1 \A1;1.80 \A1;0.40 \A1;1.50 \A1;1.80 \A1;0.40 \A1;1.00 \A1;1.80 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.10 \A1;. \A1;0.40 \A1;. \A1;0.40 \A1;0.40 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.40 \A1;0.40 \A1;1.00 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.40 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.40 \A1;1.60 \A1;0.40 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.40 \A1;. \A1;0.40 \A1;1.00 \A1;0.40 \A1;0.40 \A1;1.50 \A1;0.25 \A1;1.00 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.8 \A1;1.80 5 5 PIEDRA ANCHO DEL CAMINO DE LONGITUD VARIABLE 5 5 5 5 5 5 5 5 5 5 5 CURSO DEL AGUA PLANTA 5 5 . 5 . 0.40 0.40 5 5 5 5 5 5 5 5 MATERIAL DE LASTRE 5 5 5 5 NIVEL DE LA RASANTE 5 5 5 5 ANCHO DE RODADURA DE LONGITUD VARIABLE 5 5 5 5 5 5 5 . 5 5 0.40 0.40 5 5 5 FRONTAL RESBALADERO DE SALIDA CORTE A-A (PIEDRA) 0.20 0.30 5 0.50 0.50 0.8 A A PIEDRA ALAMBRE 5 NIVEL DE LA RASANTE S= 2% VÍA PERFIL CUNETA TÍPICA