Sewer Matocolo DWG Detail for AutoCAD

Sewer and all respective details

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

variable, channel, scale:, plant, Road edge, Concrete pm, Esc, cut, Layer of affirmed, Of steel in, Concrete parapet, Detail of iron in parapet, Anchor parapet, Stirrups m., Sewer location, Progressive, Wall, parapet, scale:, Affirmed, cut, Output fins, parapet, Esc, Input head, entry, Roof slab, Slab cº aº, Roof tile, see detail, parapet, Stirrups, anchorage, concrete, in general, reinforcement, Coatings, rules, Slab parapet, ground:, American concret institute, Portland concret asociation, National building regulations, Technical specifications, concrete, Fins, Cyclopean concrete, concrete, Ceiling, Prefabricated concrete cap, scale:, Wall, Concrete cycle, sewer, Affirmed, Concrete p.m., departure, Fin of, departure, Slab of, cut, variable, Esc, Foundation, Concrete parapet, Concrete parapet, Concrete cycle, departure, Fins, entry, Fins, Esc, Concrete cycle, cut, Esc, Projection slab, On each anchor wall, concrete, concrete, Profiled ground, flat:, Matacoto, Ancash, Typical culvert, Yungay, scale:, date:, Cad:, M. Rodriguez v., J. Ferrer a., reviewed:, designer:, Prov., Dist., Dpto., Location:, August, Seragur, Indicated, sheet:, Of the road huaraz cucho, Holy matacoto, draft:

Raw text data extracted from CAD file:

0.20 0.20 0.20 0.20 0.35 0.20 0.20 0.20 0.20 0.20 0.20 0.35 0.30 5.50 0.20 0.20 0.20 0.50 0.40 0.50 0.50 0.30 0.15 0.15 0.15 0.30 0.90 0.20 0.20 0.20 0.20 VARIABLE 0.20 0.20 0.20 0.50 0.50 0.20 0.15 5.50 0.15 0.20 0.20 0.40 0.15 0.30 0.40 1.42 0.46 0.46 0.20 0.80 0.70 0.20 0.20 0.50 0.50 0.20 0.70 1.42 0.46 0.46 0.80 0.40 0.20 0.20 0.70 0.40 0.90 0.20 0.20 0.15 0.90 1.82 0.46 0.46 0.40 0.30 CAUCE ESCALA: 1/25 PLANTA C C 5 5 BORDE DE CARRETERA BORDE DE CARRETERA Concreto 1:8+30% PM 5 S = 2.5% ESC 1:25 CORTE A – A CAPA DE AFIRMADO 5 DE ACERO EN 5 PARAPETO CONCRETO DETALLE DE FIERRO EN PARAPETO 5 4 d 1/2″ ANCLAJE MURO- PARAPETO 5 ESTRIBOS d 1/4″ @ 0.20 M. 6 d 3/8″ UBICACIÓN ALCANTARILLAS Nº PROGRESIVA 0+080 01 MURO PARAPETO ESCALA: 1/25 AFIRMADO CORTE C – C ALETAS DE SALIDA PARAPETO ESC 1:25 CABEZAL DE SALIDA Y ENTRADA O INGRESO LOSA DE TECHO LOSA Cº Aº 5 5 5 LOSA TECHO VER DETALLE PARAPETO f`c=175 Kg/cm2 X X 5 5 5 6 d 3/8″ ESTRIBOS d 1/4″ @ 0.20 m. 4 d 1/2″ ANCLAJE 5 5 5 5 5 5 5 5 5 5 CONCRETO : -FONDOS,MUROS: En general REFUERZO : = 1.70 Tn/m3 Rt(capacidad portante) RECUBRIMIENTOS : NORMAS LOSA y PARAPETOS : TERRENO: American Concret Institute Portland Concret Asociation Reglamento Nacional de Edificaciones 3 cm ESPECIFICACIONES TECNICAS : fy=4200 Kg/cm2 Concreto f’c=175Kg/cm2 -PARAPETO, ALETAS Concreto Ciclópeo 1:8 + 30%PM : Concreto f’c=210Kg/cm2 -LOSA DE TECHO : TAPA PREFABRICADA DE CONCRETO ESCALA: 1/10 5 5 5 MURO Concreto Ciclopeo 1:8 + 30% PM ALCANTARILLA 0.50X0.40M 5 AFIRMADO 5 5 CONCRETO 1:8 + 30% P.M. SALIDA ALETA DE SALIDA LOSA DE CORTE B – B 5 5 VARIABLE ESC 1: 25 0.20 CIMIENTO A 5 5 5 5 PARAPETO CONCRETO f`c=175 Kg/cm2 PARAPETO CONCRETO f`c=175 Kg/cm2 Concreto Ciclopeo 1:8 + 30% PM 0.20 SALIDA ALETAS DE ENTRADA ALETAS DE 5 5 ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 0.80 0.70 A 5 5 5 5 5 5 5 5 0.80 0.70 Concreto Ciclopeo 1:8 + 30% PM 5 5 5 5 5 B B CORTE X – X ESC 1: 25 AL- I 5 PROYECCIÓN LOSA 5 5 4 d 1/2″, EN CADA MURO PARA ANCLAJE MURO-PARAPETO CONCRETO f`c=175 Kg/cm2 CONCRETO f`c=175 Kg/cm2 Ø = 3/8″ @ 0.39 Ø = 3/8″ @ 0.18 5 Ø = 1/2″ @ 0.18 Ø = 3/8″ @ 0.20 5 5 5 5 5 Terreno Perfilado 5 02 03 04 05 06 07 08 09 10 0+100 0+130 0+154 0+540 0+750 1+000 1+200 1+500 1+750 11 12 13 14 2+000 2+460 2+750 3+000 15 3+180 16 3+280 Plano: Matacoto ANCASH ALCANTARILLA TIPICA YUNGAY Escala: Fecha: Cad: M. RODRIGUEZ V. J. FERRER A. Revisado: Proyectista: PROV. DIST. DPTO. Ubicación: Agosto del 2009 SERAGUR INDICADA AT-I N° Lamina: “CONSTRUCCION DE LA CARRETERA HUARAZ CUCHO – : : : MATACOTO – SANTO TORIBIO” Proyecto: 3+320 17 18 19 20 21 22 23 24 25 26 3+353 3+364 3+425 3+455 3+566 3+650 3+703 4+000 4+250 27 28 29 30 4+500 4+750 5+000 5+280 31 5+560 32 5+640