Steel Culvert Design DWG Block for AutoCAD

Steel Culvert Design DWG Block for AutoCAD

Design steel culvert

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

plant, Esc:, section, tunnel, tap, unscaled, do not., review, do not., Revisions, group members:, Approval procedure, qualification, firm, drawing, design, approval, course, Esc:, Plan nº:, This plane is not valid unless the last revision is signed hand, warning, the drawing, If the bar does not measure, Job nº:, route:, Not this scale., Proy. Dib., Config name Of plot:, Esc. Of plot:, Format:, Date of plot:, Superintendent of plant engineering, Central office toquepala, specialty, Name of the plane, None, Ornato carumas.dwg, A.M., Iso, Jose carlos mariategui university, Moquegua, Ing. Patricia mejia, Canasta, Huacho romero rony paul, Vasquez cuayla miguel angel, Mamani, Cross henry alleyways, Ordoño sources diana lorena, Wilber shock cuff, Ortiz fonttis luis eduardo, Flower cross arla nohelia, Monotonic martial pacoticona, Floors, Faculty of Engineering, Civil engineering professional career, Improvement of the sections of Huaracanito, Huaracane of los angeles, Mariscal nieto department of moquegua, Structures, Horizontal vertical signaling detail, preliminary, Indicated, Ornato carumas.dwg, A.M., Arch, Ing. Patricia mejia, Canasta, Huacho romero rony paul, Vasquez cuayla miguel angel, Mamani, Cross henry alleyways, Ordoño sources diana lorena, Wilber shock cuff, Ortiz fonttis luis eduardo, Flower cross arla nohelia, Monotonic martial pacoticona, Floors, Faculty of Engineering, Civil engineering professional career, Improvement of the sections of Huaracanito, Huaracane of los angeles, Mariscal nieto department of moquegua, Structures, Details of works of art, preliminary, Indicated, Ornato carumas.dwg, A.M., Arch, channel, Road edge, Concrete pm, Layer of affirmed, Of steel in, Concrete parapet, Anchor parapet, Stirrups m., Wall, parapet, Affirmed, Output fins, parapet, 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, Wall, Concrete cycle, Affirmed, Concrete p.m., departure, Fin of, departure, Slab of, variable, Foundation, Concrete parapet, Concrete parapet, Concrete cycle, departure, Fins, entry, Fins, Concrete cycle, Projection slab, On each anchor wall, concrete, concrete, Profiled ground, plant, Esc:, section, section, section, section, Detail of iron in parapet, Esc:, Input head, Esc:, Prefabricated concrete cap, Esc:, Concrete parapet, Anchor parapet, Stirrups m., Stirrups, anchorage, section, Detail of iron in parapet, Esc:, Prefabricated concrete cap, Esc:

Raw text data extracted from CAD file:

PLANTA -- ESC: SECCION A 1/1 --- A 49 42 43 39 33 28 TUNEL 48 N 35 32 34 44 30 31 29 24 58 23 22 20 18 19 17 16 15 45 36 25 26 37 27 14 38 10 9 8 47 5 40 13 53 12 1 4 2 3 59 57 55 50 52 51 56 54 21 41 61 60 37 GRIFO 6 7 46 62 63 (Verificar) \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;.30 \A1;6 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.40 \A1;.50 \A1;.50 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.90 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;VARIABLE \A1;0.20 \A1;.20 \A1;.20 \A1;.50 \A1;.50 \A1;0.20 \A1;.15 \A1;6 \A1;.20 \A1;.20 \A1;.40 \A1;.15 \A1;.30 \A1;.40 \A1;.20 \A1;0.70 \A1;.20 \A1;.20 \A1;.50 \A1;.50 \A1;.20 \A1;0.70 \A1;.20 \A1;.20 \A1;.70 \A1;.90 \A1;.150 \A1;.900 \A1;1.82 \A1;.46 \A1;.46 \A1;.40 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;.15 \A1;1.42 \A1;.46 \A1;.46 \A1;0.80 \A1;1.42 \A1;.46 \A1;.46 \A1;0.80 \A1;.40 \A1;.40 \A1;.20 \A1;.20 \A1;.30 SIN ESCALA No. REVISION No. REVISIONES INTEGRANTES DEL GRUPO: PROCEDIMIENTO DE APROBACION CALIFICACION SI NO FIRMA DIBUJO DISEÑO APROBACION CURSO ESC: PLANO Nº: ESTE PLANO NO ES VALIDO A MENOS QUE LA ULTIMA REVISION ESTE FIRMADA A MANO A B C D E F G H 1 3 4 5 ADVERTENCIA 1/2 1 0 EL DIBUJO SI LA BARRA NO MIDE 1" JOB Nº: RUTA: NO ESTA A ESCALA. PROY. DIB. NOMBRE CONFIG. DE PLOTEO: ESC. DE PLOTEO: FORMATO: SOFTWARE-VER: FECHA DE PLOTEO: SUPERINTENDENCIA DE INGENIERIA DE PLANTA OFICINA CENTRAL DE-PROYECTOS - TOQUEPALA AREA-UBICACION EDIFICIO-ZONA NOMBRE-DEL-PROYECTO ESPECIALIDAD NOMBRE DEL PLANO 000-00-00000 0000-00-00000 A 0000-00 NONE AUTOCAD-2007 C:\Users C\Desktop\ALCANTARILLA ORNATO CARUMAS.dwg 12/9/2011 10:20 a.m. ISO A4 (210.00 X 297.00 MM) ---- 1:8.704 2 UNIVERSIDAD JOSE CARLOS MARIATEGUI MOQUEGUA -- 1 ING. PATRICIA MEJIA 1 CANAZA CHOQUE PILAR VIVIANA HUACHO ROMERO RONY PAUL 2 VASQUEZ CUAYLA MIGUEL ANGEL MAMANI MARCA ELAR ANIBAL 3 CRUZ RUELAS HENRY ORDOÑO FUENTES DIANA LORENA 4 CUTIMBO CHOQUE WILBER ORTIZ FONTTIS LUIS EDUARDO 5 FLOR CRUZ ARLA NOHELIA PACOTICONA MONTALICO MARCIAL PAVIMENTOS DIC.2011 FACULTAD DE INGENIERIA CARRERA PROFESIONAL DE INGENIERIA CIVIL MEJORAMIENTO DE LOS TRAMOS DE QUILANCHA HUARACANITO Y HUARACANE DEL CENTRO POBLADO MENOR LOS ANGELES DIST.,PROV. MARISCAL NIETO Y DEPARTAMENTO DE MOQUEGUA ESTRUCTURAS DETALLE DE SEÑALIZACION VERTICAL Y HORIZONTAL UJCM-CPIC-014 PRELIMINAR 0 0000-00 INDICADA AUTOCAD-2010 C:\Users C\Desktop\ALCANTARILLA ORNATO CARUMAS.dwg 12/9/2011 10:20 a.m. ARCH D (36.00 X 24.00 INCHES) 1:0.001 \A1;.15 \A1;.15 \A1;.45 \A1;.75 \A1;.40 \A1;.55 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;.30 \A1;.50 \A1;.150 \A1;.900 \A1;.15 \A1;.15 \A1;.75 \A1;.45 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.67 \A1;.15 \A1;6.60 \A1;.15 \A1;.75 \A1;.15 \A1;.15 \A1;.69 \A1;.22 \A1;.22 \A1;.56 \A1;.60 \A1;1.15 \A1;.90 \A1;1.30 \A1;.50 \A1;.15 \A1;.50 \A1;.15 \A1;.20 \A1;.40 \A1;.20 \A1;.90 \A1;.13 \A1;.13 \A1;1.00 \A1;.50 \A1;.15 \A1;.55 \A1;.15 \A1;.15 \A1;.94 \A1;.40 \A1;.45 1 ING. PATRICIA MEJIA 1 CANAZA CHOQUE PILAR VIVIANA HUACHO ROMERO RONY PAUL 2 VASQUEZ CUAYLA MIGUEL ANGEL MAMANI MARCA ELAR ANIBAL 3 CRUZ RUELAS HENRY ORDOÑO FUENTES DIANA LORENA 4 CUTIMBO CHOQUE WILBER ORTIZ FONTTIS LUIS EDUARDO 5 FLOR CRUZ ARLA NOHELIA PACOTICONA MONTALICO MARCIAL PAVIMENTOS DIC.2011 FACULTAD DE INGENIERIA CARRERA PROFESIONAL DE INGENIERIA CIVIL MEJORAMIENTO DE LOS TRAMOS DE QUILANCHA HUARACANITO Y HUARACANE DEL CENTRO POBLADO MENOR LOS ANGELES DIST.,PROV. MARISCAL NIETO Y DEPARTAMENTO DE MOQUEGUA ESTRUCTURAS DETALLES DE OBRAS DE ARTE UJCM-CPIC-014 PRELIMINAR 0 0000-00 INDICADA AUTOCAD-2010 C:\Users C\Desktop\ALCANTARILLA ORNATO CARUMAS.dwg 12/9/2011 10:20 a.m. ARCH D (36.00 X 24.00 INCHES) 1:0.001 \A1; \A1; CAUCE 5 5 BORDE DE CARRETERA BORDE DE CARRETERA Concreto 1:8+30% PM 5 S = 2.5% CAPA DE AFIRMADO 5 DE ACERO EN 5 PARAPETO CONCRETO 5 4 d 1/2" ANCLAJE MURO- PARAPETO 5 ESTRIBOS d 1/4" @ 0.20 M. 6 d 3/8" MURO PARAPETO AFIRMADO ALETAS DE SALIDA PARAPETO O INGRESO LOSA DE TECHO LOSA Cº Aº 5 5 5 LOSA TECHO VER DETALLE PARAPETO f`c=175 Kg/cm2 5 5 5 6 d 3/8" ESTRIBOS d 1/4" @ 0.20 m. 4 d 1/2" ANCLAJE 6 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 : 5 5 5 MURO Concreto Ciclopeo 1:8 + 30% PM 5 AFIRMADO 5 5 CONCRETO 1:8 + 30% P.M. SALIDA ALETA DE SALIDA LOSA DE 5 5 VARIABLE 0.20 CIMIENTO 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 6 5 5 5 5 5 5 5 5 5 5 5 0.80 0.70 5 5 5 5 5 5 5 5 0.80 0.70 Concreto Ciclopeo 1:8 + 30% PM 5 5 5 5 5 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 5 5 5 5 5 5 Terreno Perfilado 5 \A1; \A1; PLANTA ESC: 1/25 SECCION B 1/25 --- SECCION X 1/25 --- SECCION C 1/25 --- SECCION A 1/25 --- A C B X DETALLE DE FIERRO EN PARAPETO ESC: 1/25 CABEZAL DE SALIDA Y ENTRADA ESC: 1/25 TAPA PREFABRICADA DE CONCRETO ESC: 1/10 Ø = 3/8" @ 0.18 Ø = 3/8" @ 0.39 Ø = 3/8" @ 0.20 Ø = 1/2" @ 0.18 5 5 5 5 5 5 PARAPETO CONCRETO 5 4 d 1/2" ANCLAJE MURO- PARAPETO 5 ESTRIBOS d 1/4" @ 0.20 M. 6 d 3/8" f`c=175 Kg/cm2 5 5 5 6 d 3/8" ESTRIBOS d 1/4" @ 0.20 m. 4 d 1/2" ANCLAJE 5 5 Ø = 3/8" @ 0.39 Ø = 3/8" @ 0.18 5 Ø = 1/2" @ 0.18 Ø = 3/8" @ 0.20 5 SECCION X 1/25 --- X DETALLE DE FIERRO EN PARAPETO ESC: 1/25 TAPA PREFABRICADA DE CONCRETO ESC: 1/10 d 1/2" @ 0.20 M. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 1/2" @ 0.20 M. 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, culvert, Design, DWG, kläranlage, steel, treatment plant