Sewer DWG Plan for AutoCAD

Sewer DWG Plan for AutoCAD

Plans Architecture and Structures of a Sewer; Stone grout coating; Join reinforcement crockery and details

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

variable, var, variable, culvert axis, road axis, cut aa, compacted granular material, plant, bb cut, lower face, upper face, reinforcement in slab of entrance, elevation, cut cc, length, length of overlaps, cut dd, with cajatoma, location, sewer, item, observation, culverts of cºaº, project :, provincial municipality of leoncio meadow, locality, sawmill-, district, rupa rupa, province, leoncio meadow, region, huánuco, location:, plane: , specialty :, architecture and structures, consultant :, management :, scale:, drawing :, date :, indicated, mayor, pascual guzman alfaro, lagunita, lagunita consortium, sewers

Raw text data extracted from CAD file:

3.00 135° 135º .25 .25 Variable 1.00 .30 .30 .25 .25 .25 1.59 .25 .25 .50 2.50 3.00 .25 .15 .20 .80 .25 .25 3.00 2.50 .25 VAR VAR .75 .25 1.50 \A1;2.00 \A1;2.50 \A1;1.50 \A1;2.00 \A1;.10 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.25 2.00 2.50 135° 2.00 .10 .10 1.50 2.00 1.00 1.125 VARIABLE .50 .25 .25 \A1;135° \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.20 \A1;.15 \A1;5.70 \A1;.15 \A1;.20 .25 .81 2.65 .25 .50 .53 2.00 2.50 .53 6.74 1.29 1.29 2.50 .50 .25 2.65 .81 7.50 .53 .35 \A1;2.5 max. \A1;.25 \A1;.25 ALCANTARILLA 2.0x1.50 EJE DE ALCANTARILLA EJE DE CAMINO Variable 5 5 135º 5 5 5 5 Ver Detalle 3 5 5 5 5 5 5 A 5 5 5 5 5 Ver Detalle 2 solado e=0.075m 5 ESC 1:50 CORTE A-A S=1% VAR 5 5 5 5 5 MATERIAL GRANULAR COMPACTADO 5 5 EJE DE CAMINO ESC 1:50 PLANTA 5 C 5 5 A C VAR 5 5 d1/2"@0.20 5 5 5 5 5 5 5 5 d3/8"@0.25 d3/8"@0.25 d1/2"@0.20 d1/2"@0.25 d1/2"@0.25 d5/8"@0.175 d3/8"@0.25 d5/8"@0.25 d1/2"@0.20 d3/8"@0.25 d3/8"@0.25 ESC. 1:25 CORTE B-B CARA INFERIOR CARA SUPERIOR d1/2"@0.30 d1/2"@0.30 d1/2"@0.25 d1/2"@0.25 d1/2"@0.30 d1/2"@0.30 d3/8"@0.25 d3/8"@0.25 5 REFUERZO EN LOSA DE INGRESO ESC. 1:50 5 5 5 5 5 5 5 ESC 1:50 ELEVACION 5 5 ESC. 1:50 CORTE C-C 5 d3/8"@0.25 d1/2"@0.45 d1/2"@0.30 solado e=0.075m 5 VARIABLE 5 CORTE C-C ESC. 1:50 solado e=0.075m d1/2"@0.30 5 5 d3/8"@0.25 5 d3/8"@0.25 d3/8"@0.25 d1/2"@0.20 5 5 DETALLE 1 ESC 1:20 d1/2"@0.45 solado e=0.075m d1/2"@0.30 d1/2"@0.30 d1/2"@0.30 DETALLE 2 ESC 1:25 4d3/8" 2d3/8" 2d3/8" d3/8"@0.25 2d1/2" d3/8"@0.25 d1/2"@0.30 DETALLE 3 ESC 1:25 B B longitud 50cm 55cm Longitud de Traslapes \U+2205 3/8" 1/2" d1/2"@0.25 d3/8"@0.25 5 ESC. 1:25 CORTE D-D REVESTIMIENTO DE PIEDRA EMBOQUILLADA CONCRETO f'c=175kg/cm2+PM 5 5 5 MATERIAL GRANULAR COMPACTADO 5 5 D D D D 5 CON CAJATOMA 5 5 5 5 5 5 5 Ver Detalle 1 5 5 5 5 5 5 5 5 5 5 5 5 2.5 max. 5 5 ESPECIFICACIONES TECNICAS Concreto en alcantarilla f'c=210kg/cm2 Concreto para solado f'c=100kg/cm2 Acero de refuerzo f'y=4200kg/cm2 Recubrimiento: en losa: superior: 5cm inferior: 4cm en zapata: 7.5cm en muros laterales : 5cm 1+210 0+890 ANP - 02 ANP - 01 02 01 9.00 1.50 2.00 9.00 RUTA: LAGUNITA - ASERRADERO (KM. 00+000 - KM. 2+720) (Progresiva) UBICACIÓN ALCANTARILLA ITEM B H L (m) (m) (m) OBSERVACIÓN 1.50 2.00 Alcantarillas de CºAº Alcantarillas de CºAº PROYECTO: MUNICIPALIDAD PROVINCIAL DE LEONCIO PRADO LOCALIDAD : ASERRADERO- DISTRITO : RUPA RUPA PROVINCIA : LEONCIO PRADO REGIÓN : HUÁNUCO UBICACIÓN : PLANO : ESPECIALIDAD: ARQUITECTURA Y ESTRUCTURAS CONSULTOR: GESTION: LÁMINA N°: A-01 ESCALA : DIBUJO: FECHA: INDICADA Ing°. Juan Namay Murga ENERO -2013 2011-2014 \C256;MEJORAMIENTO DE LA CARRETERA TRAMO SECTOR LAGUNITA - ASERRADERO, DISTRITO DE RUPA RUPA, PROVINCIA DE LEONCIO PRADO - HUANUCO ALCALDE PASCUAL GUZMAN ALFARO LAGUNITA CONSORCIO LAGUNITA ALCANTARILLAS

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	architecture, autocad, coating, DWG, HIGHWAY, join, pavement, plan, plans, reinforcement, Road, route, sewer, stone, structures