Details Of Roads And Drainage DWG Section for AutoCAD

Details of roads and road drainage, curb, road section

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

Var, sidewalk, curb, scale, Slope var, curb, scale, Slope var, Pavement detail, Asphaltic, Natural granzon, Minced stone, unscaled, Sidewalk detail, unscaled, Slope var., Variable min., Profile flush, Axis of rotation of the cant, green, area, sidewalk, green, area, sidewalk, Var, scale, Main access, Main access, scale, sidewalk, Var, green, Profile flush, Axis of rotation of the cant, Var, area, sidewalk, area, green, sidewalk, green, area, scale, scale, Typical street, Profile flush, Axis of rotation of the cant, Profile flush, scale, Axis of rotation of the cant, Profile flush, scale, area, green, sidewalk, Profile flush, Axis of rotation of the cant, Var, sidewalk, sidewalk, Detail of the brocade with interruptions, Interruptions of mts. Every meter, Channel on island see detailed plans, perspective, road, unscaled, curb, Interrupted broach, Channel on island, plant, Channel on island, road, sidewalk, area, green, channel, variable, unscaled, Fy steel, Quality of materials, Concrete ‘c, Sheets, Lamina no., north, work, description, Plotting scale:, phase, Location, level, scale, Cad file, date, scale, Cad file, date, draft:, architecture:, approved, drawing, engineering, observations

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.15 \A1;0.23 \A1;0.04 \A1;0.15 \A1;0.07 \A1;0.15 \A1;2.50 \A1;24.00 \A1;3.00 \A1;1.95 \A1;0.6 \A1;0.6 \A1;2.50 \A1;2.50 \A1;2.50 \A1;1.70 \A1;0.6 \A1;1.0 \A1;8.00 \A1;1.95 \A1;3.00 \A1;0.6 \A1;2.65 \A1;.35 \A1;1.00 \A1;0.6 \A1;3.30 \A1;3.30 \A1;0.6 \A1;0.6 \A1;1.00 \A1;10.40 \A1;2.50 \A1;18.00 \A1;1.95 \A1;0.6 \A1;0.6 \A1;2.50 \A1;2.50 \A1;2.50 \A1;1.70 \A1;0.6 \A1;1.95 \A1;0.6 \A1;3.10 \A1;10.00 \A1;3.10 \A1;0.80 \A1;1.20 \A1;0.6 \A1;0.6 \A1;0.6 \A1;2.65 \A1;.35 \A1;1.0 \A1;3.10 \A1;20.00 \A1;0.6 \A1;1.20 \A1;0.80 \A1;0.6 \A1;3.10 \A1;1.20 \A1;2.40 \A1;0.30 \A1;10.00 \A1;0.30 \A1;.60 \A1;.60 \A1;3.10 \A1;0.6 \A1;3.10 \A1;0.6 \A1;0.80 \A1;1.20 \A1;VARIABLE Var ACERA 0.20 0.15 0.23 0.04 0.15 BROCAL B-6 ESCALA 1:10 PENDIENTE VAR R =1.5 Cm BROCAL B-2 ESCALA 1:10 0.60 0.30 0.15 R = 2.5 Cm PENDIENTE VAR 0.40 R = 1.5 Cm 0.05 0.15 0.07 0.15 DETALLE DE PAVIMENTO C0NCRETO ASFALTICO GRANZON NATURAL O PIEDRA PICADA SIN ESCALA DETALLE DE ACERA SIN ESCALA PENDIENTE VAR. 0.10 VARIABLE MIN. 1.00 Mt) B-2 RASANTE DEL PERFIL Y EJE DE ROTACION DEL PERALTE C L VERDE AREA -22.65836464617237 -22.65836464617237 -22.65836464617237 ACERA -22.65836464617237 -22.65836464617237 -22.65836464617237 -22.65836464617237 -22.65836464617237 L C -22.65836464617237 VERDE -22.65836464617237 AREA -22.65836464617237 -71.715043507237 -71.715043507237 -22.65836464617237 -22.65836464617237 -22.65836464617237 -71.715043507237 -71.715043507237 C L -85.58350130165783 -85.58350130165783 -85.58350130165783 -85.58350130165783 -85.58350130165783 -85.58350130165783 -85.58350130165783 -85.58350130165783 ACERA ACERA ACERA Var ESCALA 1:100 (SECCION 2-A) ACCESO PRINCIPAL -7.957725509902858 1.917295099081741 (SECCION 2) ACCESO PRINCIPAL ESCALA 1:100 ACERA -7.957725509902858 -7.957725509902858 Var -7.957725509902858 -7.957725509902858 -7.957725509902858 VERDE RASANTE DEL PERFIL Y EJE DE ROTACION DEL PERALTE Var -7.957725509902858 -7.957725509902858 AREA L C -7.957725509902858 ACERA -7.957725509902858 -7.957725509902858 -56.58710764984231 -56.58710764984231 -56.58710764984231 -56.58710764984231 -56.58710764984231 AREA VERDE ACERA VERDE AREA -56.58710764984231 -56.58710764984231 -56.58710764984231 2% C L AVENIDA-1 (PRIMERA ETAPA) ESCALA 1:100 -71.71504350723701 -71.71504350723703 -71.71504350723703 ESCALA 1:100 (SECCION 4) CALLE TIPICA RASANTE DEL PERFIL Y EJE DE ROTACION DEL PERALTE EJE DE ROTACION DEL PERALTE RASANTE DEL PERFIL Y ESCALA 1:100 AVENIDA-3 (SECCION 3) EJE DE ROTACION DEL PERALTE RASANTE DEL PERFIL Y 3.10 20.00 AVENIDA-1 (SEGUNDA ETAPA) ESCALA 1:100 0.80 AREA VERDE ACERA 1.20 0.6 3.10 RASANTE DEL PERFIL Y EJE DE ROTACION DEL PERALTE 2% 0.6 C L Var Var B-6 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2 ACERA B-6 ACERA DETALLE DEL BROCAL CON INTERRUPCIONES INTERRUPCIONES DE 0.30 MTS. CADA 10 METROS CANAL EN ISLA ( VER PLANOS DE DETALLES ) PERSPECTIVA CALZADA SIN ESCALA BROCAL B-2 BROCAL INTERRUMPIDO CANAL EN ISLA PLANTA CANAL EN ISLA 1.20 2.40 0.30 10.00 0.30 CALZADA L C .60 .60 0.6 3.10 3.10 0.6 0.80 1.20 C L ACERA AREA VERDE B-2 B-2 CANAL (VER DETALLE) VARIABLE SIN ESCALA ACERO fy = 4200 kgf/cm2 CALIDAD DE LOS MATERIALES CONCRETO f ‘c = 180 kgf/cm2 (SECCION 1) # LAMINAS : LAMINA No. NORTE OBRA : DESCRIPCION : ESCALA PLOTEO: ESCALA PLOTEO: FASE : FASE : UBICACION : UBICACION : NIVEL : NIVEL : ESCALA : ARCHIVO CAD : FECHA : ESCALA : ARCHIVO CAD : FECHA : PROYECTO: ARQUITECTURA: APROBADO : DIBUJO : INGENIERIA : OBSERVACIONES