Bridge DWG Section for AutoCAD

Bridge embankment- Details – Plants – Sections – Specifications – ETC..

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

technical specifications, reinforced slab, stirrups and wings :, others :, stone grouting:, ravine bed, sidewalk, grade, abutment, wing, mobile support, fixed support, upper layer, lower layer, large accommodated stone, maximum. , fillers :, waterproof layer, filtering material, dept :, cajamarca, prov :, esc :, date :, dist :, charly seminar, draftsman :, drawing :, project :, lamina :, location :, bridge with retaining wall , signature and stamp of the professional :, yanacocha, scale :, drawing :, location :, district, province, department, project:, revised :, date :, ing., design :, sheet :, locality, pontoon construction san antonio – plan tual, indicated, plan :, mining yanacocha srl, community relations management, san antonio plan tual

Raw text data extracted from CAD file:

\A1;6.40 \A1;2.25 \A1;0.70 \A1;5.00 \A1;0.70 \A1;2.25 \A1;6.00 \A1;0.40 \A1;0.40 \A1;45° \A1;0.40 \A1;0.40 \A1;45° \A1;2.00 \A1;0.70 \A1;5.00 \A1;0.70 \A1;2.25 \A1;6.40 \A1;0.40 \A1;0.40 \A1;6.00 \A1;6.80 \A1;0.45 \A1;3.15 \A1;3.60 \A1;1.20 \A1;0.40 \A1;4.40 \A1;4.40 \A1;3.50 \A1;3.50 \A1;0.70 \A1;0.70 \A1;5.00 \A1;0.20 \A1;0.45 \A1;1.45 \A1;1.80 \A1;1.45 \A1;2.00 \A1;0.60 \A1;2.25 \A1;0.30 \A1;0.30 \A1;5.80 \A1;0.30 \A1;0.30 \A1;2.25 \A1;6.40 \A1;.20 \A1;.30 \A1;0.85 \A1;3.45 \A1;0.70 \A1;0.20 \A1;0.45 \A1;0.15 \A1;0.30 \A1;4.50 \A1;6.80 \A1;0.45 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.55 \A1;1.73 \A1;1.73 \A1;1.40 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.45 \A1;0.20 \A1;0.90 \A1;0.45 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;3.00 \A1;0.60 \A1;0.90 \A1;0.60 \A1;1.80 \A1;0.20 \A1;0.20 \A1;0.40 \A1;2.00 \A1;0.40 \A1;0.45 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.20 \A1;2.00 \A1;0.40 \A1;0.60 \A1;1.79 \A1;1.12 \A1;0.40 \A1;0.40 \A1;0.40 \A1;3.00 \A1;0.10 \A1;0.70 \A1;0.85 \A1;0.85 \A1;3.45 \A1;0.70 \A1;0.90 \A1;0.65 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.20 ESPECIFICACIONES TECNICAS * CONCRETO * ACERO * RECUBRIMIENTO LOSA ARMADA : : : f`c = 210 Kg/cm2 Fy = 4200 kg/cm2 r = 5.00 cm. * LA PIEDRA HA UTILIZAR SERA SELECCIONADA: - MAYOR A 8". LAS DE MAYOR TAMAÑO SERAN COLOCADAS EN LA BASE * CONCRETO CICLOPEO f`c = 175 Kg/cm2 + 30% PG ESTRIBOS Y ALAS: * LAS JUNTAS SERA DE ASFALTO e=1" OTROS: * LA PIEDRA HA UTILIZAR SERA SELECCIONADA: * LA PIEDRA SERA ASENTADA EN CONCRETO CICLOPEO f´c = 140 Kg/cm2 EMBOQUILLADO DE PIEDRA: A B 5 5 5 5 5 5 5 5 \LPLANTA\H0.7499x; \lESCALA: 1/50 CAUCE DE QUEBRADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LCORTE: A-A ESCALA: 1/50 VEREDA 5 5 RASANTE \LCORTE: B-B\H0.75x; \lESCALA: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRIBO ALA ALA .20 .30 5 5 5 5 5 APOYO MOVIL APOYO FIJO 5 5 \LDETALLE APOYOS\H0.8x; \H0.625x;\lESCALA: 1/25 \LCORTE: D-D\H0.8x; \H0.9375x;\lESCALA: 1/25 \LDETALLE ARMADURA DE LOSA\H0.8x; \H0.9375x;\lESCALA: 1/25 5 5 CAPA SUPERIOR CAPA INFERIOR \LCORTE: C-C\H0.8x; \H0.9375x;\lESCALA: 1/25 \A1;JUNTA \A1;JUNTA C CONCRETO f'c=210 kg/cm2 \A1;NIVEL DE AGUA EMBOQUILLADO DE PIEDRA Cº f'c=140 kg/cm2 CONCRETO f'c=210 kg/cm2 \A1;JUNTA \A1;JUNTA EMBOQUILLADO DE PIEDRA Cº f'c=140 kg/cm2 PIEDRA GRANDE ACOMODADA PIEDRA GRANDE ACOMODADA 1d1" @ 0.16 1d1/2" @ 0.19 1d1/2" @ 0.16 1d1" @ 0.19 1d1/2" @ 0.30 1d1/2" @ 0.19 \A1;VER DETALLE DE BARANDA D 5 \A1;DRENAJE, TUBO PVC SAL 2" 5 5 5 \A1;DRENAJE, TUBO PVC SAL 2" * RELLENO CON MATERIAL PROPIO COLOCADO Y COMPACTADO EN CAPAS DE 0.30 M COMO MAXIMO * CAPA IMPERMEABLE DE 0.10 M, CON MATERIAL ARCILLOSO. * MATERIAL FILTRANTE COLOCADO Y COMPACTADO EN CAPAS DE 0.30 M COMO MAXIMO. TUBO FºGº d 2" 5 5 5 5 5 5 5 5 BARANDA FºGº d2" BARANDA FºGº d2" \A1;DRENAJE, TUBO PVC SAL 2" DRENAJE, TUBO PVC SAL 2" DRENAJE, TUBO PVC SAL 2" CONCRETO CICLOPEO f'c=175 kg/cm2 +30% PG RELLENOS: PIEDRA GRANDE ACOMODADA PIEDRA GRANDE ACOMODADA 2% 2% 2% 2% EMBOQUILLADO DE PIEDRA Cº f'c=140 kg/cm2 \A1;EMBOQUILLADO DE PIEDRA Cº f'c=140kg/cm2 B A D C \LDETALLE DE BARANDA\H0.4999x; \H1.5x;\lESCALA: 1/15 5 5 5 \A1;TUBO FºGº d 2" \A1;TUBO FºGº d 2" 5 \LDETALLE APOYO MOVIL\H0.4999x; \H1.5x;\lESCALA: 1/15 \A1;NEOPRENE 5 5 \A1;JUNTA 5 5 \A1;JUNTA ACERO DE FIJACION 1d3/4" @ 0.36 \LDETALLE APOYO FIJO \H0.7499x;\lESCALA: 1/15 ESTRIBO ESTRIBO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;RELLENO CON MATERIAL PROPIO CAPA IMPERMEABLE MATERIAL FILTRANTE \A1;DRENAJE, TUBO PVC SAL 2" \LDETALLE RELLENO\H0.8x; \H0.9375x;\lESCALA: 1/25 RASANTE 2% 5 5 5 5 5 5 5 5 5 1d1/2" @ 0.19 1d1/2" @ 0.30 1d1/2" @ 0.19 1d1/2" @ 0.30 1d1" @ 0.16 1d1/2" @ 0.19 5 5 5 5 5 5 5 5 5 5 5 \A1;DRENAJE, TUBO PVC SAL 2" \A1;DRENAJE, TUBO PVC SAL 2" 2d3/4" 2d3/4" d 3/8", 1@5, 3@10, 2@15, rto 30 cm, a/ext. 2d3/4" 2d3/4" DPTO: CAJAMARCA JULIO 2009 CAJAMARCA CAJAMARCA PROV: ESC: 1/50 FECHA: DIST: chaRLY SEMINARIO DIBUJANTE: PLANO: PROYECTO: 03 LAMINA: UBICACION: PUENTE CON MURO DE CONTENCION FIRMA Y SELLO DEL PROFESIONAL: : PONTON L=6.00 MT Yanacocha Escala: Dibujo: Ubicación: DISTRITO PROV. DPTO. Proyecto: Revisado: Fecha: Ing. Diseño: Lámina: : : LOCALIDAD : CONSTRUCCIÓN DE PONTON SAN ANTONIO - PLAN TUAL P-01 INDICADAS MAYO-2007 Plano: MINERA YANACOCHA SRL GERENCIA DE RELACIONES COMUNITARIAS CAJAMARCA CAJAMARCA CAJAMARCA SAN ANTONIO PLAN TUAL

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, details, DWG, plants, section, sections, specifications