Vehicular Flagstone DWG Detail for AutoCAD

Constructive detail of vehicular flagstone

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

I supervise:, initials, date, review, nicaragua branch, astaldi s.p.a, flat as built, I build:, draft:, Ministry of transport infrastructure, Republic of Nicaragua, tech, ing. Victor Garcia, sea, tech, ing. henry gutierrez, sea, ing. silvio gutierrez, sea, tech, rehabilitacion improvement of the road diriamba the mouth casares, scale, section, scale, vehicular, scale, slab plant, vehicular slab, structural concrete, corrugated reinforcing steel, detail of pedestrian vehicle slab, scale, section, section, scale, pedestrian slab, structural concrete, corrugated reinforcing steel, pedestrian, scale, slab plant, scale

Raw text data extracted from CAD file:

B A C A C B 0.05 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.05 0.10 0.05 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.05 C A C B SUPERVISO: INICIALES FECHA N° REVISION SUCURSAL DE NICARAGUA ASTALDI S.p.A PLANOS AS – BUILT CONSTRUYO: PROYECTO: MINISTERIO DE TRANSPORTE E INFRAESTRUCTURA REPUBLICA DE NICARAGUA TEC & CIA ING. VICTOR GARCIA L MAR 2009 TEC & CIA ING. HENRY GUTIERREZ MAR 2009 ING. SILVIO GUTIERREZ MAR 2009 TEC & CIA REHABILITACION Y MEJORAMIENTO DE LA CARRETERA DIRIAMBA – LA BOQUITA – CASARES 2.30 0.10 0.05 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.05 0.05 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.05 B A B A REF#3 @ 0.10 C REF#3 @ 0.10 A C B REF#3 @ 0.10 ESCALA = 1 : 20 SECCION B SECCION A ESCALA 1 : 20 REF#3 @ 0.10 REF#3 @ 0.10 REF#3 @ 0.10 VEHICULAR ESCALA 1 : 20 PLANTA DE LOSA B A LOSA VEHICULAR CONCRETO ESTRUCTURAL Fc=210 Kg/cm2(3,000 PSI). ACERO DE REFUERZO CORRUGADO # 3 @ 0.10 A/D. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE LOSA VEHICULAR Y PEATONAL C A REF#2 @ 0.10 #2 @ 0.10 ESCALA = 1 : 20 SECCION B C B REF#2 @ 0.10 #2 @ 0.10 SECCION A ESCALA 1 : 20 LOSA PEATONAL CONCRETO ESTRUCTURAL Fc=210 Kg/cm2(3,000 PSI). ACERO DE REFUERZO CORRUGADO # 2 @ 0.10 A/D. PEATONAL ESCALA 1 : 20 PLANTA DE LOSA 1: 20 ESCALA 5 B A REF#2 @ 0.10 REF#2 @ 0.10 B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A