Baden Road DWG Detail for AutoCAD

Baden Road DWG Detail for AutoCAD

DETAIL OF ROAD BADEN – JUNIN – Depression road terrain; concrete constructed to allow passage of a small water stream.

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

progr., long., plaza de cruces, july bellido meadow, ayacucho, elaborated :, plane :, region :, project :, district of vilcanchos, vilcanchos, santa rosa – buenos aires, construction trocha carrrozable chitccasa, fajardo, prov :, aprob:, esc.:, dist :, indicated, municipality, buenos aires, drawing, santa rosa de espite, e.caro.g, date :, locality :, lamina:, progressive, cut a – a, axis, gulch, cut b – b, natural terrain, bed river, given of cº to, avoid the filtration of water, concrete, placed adecauadamente, razante of the way

Raw text data extracted from CAD file:

12.00 0.70 0.30 0.50 0.50 0.70 0.30 3.00 6.60 10.20 13.80 3.00 0.40 0.30 0.10 0.40 0.30 0.10 0.50 0.80 1.40 0.68 0.30 06+999.00 07+462.86 10+801.00 10+998.16 11+241.50 1 00+248.31 2 01+063.60 3 03+412.23 4 03+741.60 5 06+532.35 6 07+225.97 7 07+956.59 8 08+427.36 9 08+860.00 10 09+448.72 11 10+311.34 12 11+583.34 13 11+879.02 14 12+164.20 01+602.47 01+743.70 1 04+148.66 2 04+939.73 3 05+275.60 4 05+630.80 5 05+854.94 6 06+262.65 7 08+160.00 8 10+010.41 00+581.21 03+102.40 04+842.77 05+121.94 05+700.88 07+567.33 08+624.21 09+638.97 10+628.75 N°. PROGR. A PROGR. LONG. 1 0+100 @ 0+120 0+020 2 0+500 @ 0+520 0+020 3 0+900 @ 0+920 0+020 4 1+340 @ 1+360 0+020 5 1+700 @ 1+720 0+020 6 2+120 @ 2+140 0+020 7 2+540 @ 2+560 0+020 8 2+920 @ 2+940 0+020 9 3+340 @ 3+360 0+020 10 3+780 @ 3+800 0+020 11 4+160 @ 4+180 0+020 12 4+580 @ 4+600 0+020 13 5+020 @ 5+040 0+020 14 5+440 @ 5+460 0+020 15 5+790 @ 5+820 0+030 16 6+210 @ 6+240 0+030 17 6+640 @ 3+370 -3+270 18 7+340 @ 7+360 0+020 19 7+740 @ 7+760 0+020 20 8+160 @ 8+180 0+020 21 8+560 @ 8+580 0+020 22 8+980 @ 9+000 0+020 23 9+340 @ 9+360 0+020 24 9+800 @ 9+820 0+020 25 10+220 @ 10+240 0+020 26 10+700 @ 10+720 0+020 27 11+180 @ 11+200 0+020 28 11+720 @ 11+740 0+020 29 12+160 @ 12+180 0+020 PLAZOLETA DE CRUCES JULIO BELLIDO PRADO AYACUCHO ELABORADO: PLANO: REGION: PROYECTO: DISTRITAL DE VILCANCHOS VILCANCHOS PLANTA PERFIL KM 0+000 @ 1+000 SANTA ROSA - BUENOS AIRES CONSTRUCCION TROCHA CARRROZABLE CHITCCASA FAJARDO PROV: APROB: ESC.: DIST: Indicada MUNICIPALIDAD BUENOS AIRES DIBUJO SANTA ROSA DE ESPITE E.CARO.G MARZO-06 FECHA: LOCALIDAD: LAMINA: PP-01 2.01 1.82 0.40 1.50 2.00 1.50 3.60 3.00 3.60 PROGRESIVAS S=6% 12.00 5 5 5 S=6% 5 5 5 CORTE A - A Eje Junta de Dilatación e=1" fc=140kg/cm2 + 30% PG QUEBRADA CORTE B - B TERRENO NATURAL LECHO RIO PLANTA BADEN L=12.00m. Junta de Dilatación e=1" S=6% S=6% Eje A A 5 A 5 10.20 13.80 A 3.00 Dado de Cº para evitar la filtracion del agua Concreto 5 0.30 0.20 5 Emboquillado de PG 8" S=6% 5 5 Eje Junta de Dilatación e=1" Dado de Cº para evitar la filtracion del agua 5 0.30 5 Emboquillado de PG 8" Cama de Cº f'c = 140kg/cm2+30% PM 5 5 5 Mamposteria de Piedra Grande min=40cm colocada adecauadamente fc=140kg/cm2 + 40% PG Concreto Razante de la via Razante de la via Escala 1/50 Escala 1/50 Escala 1/50 5 f = 0.35 Mamposteria de Piedra Grande min=40cm colocada adecauadamente 5 5 5 Mamposteria de Piedra Grande min=40cm colocada adecauadamente 5 Cama de Cº f'c = 140kg/cm2+30% PM 5 3.60 3.00 5 2979.96 m.s.n.m. 2979.61 m.s.n.m. 2979.96 m.s.n.m. Cama de Cº f'c = 140kg/cm2+30% PM

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, concrete, constructed, DETAIL, DWG, HIGHWAY, junin, passage, pavement, Road, route, terrain