Typical Sewer DWG Section for AutoCAD

Plant Sections and Details

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

Datum elev, dilatation meeting, cut, Esc., cut, Esc., Deb pledge, reviewed:, design:, Republic of Peru, Minister of Agriculture, Special project jequetepeque zaña, Ing. Alberto angeles, Ing. Victor cordova g., National development institute, Road transitioning design, Deb, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, Ing. Edmundo m. Quevedo u., flat, approved:, date:, November, Deb, Channeling the riverside defense of the left bank of the river jequetepeque., Section cultambo ñampol from km. To km. To km., reviewed:, design:, Typical culvert, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, reviewed:, design:, Typical culvert ii, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, Typical m., plant, Sewer m., cut, cut, Service road, Pipe m., Sole, cut, cut, cut, cut, Sole, cut, Armature in output structure, Esc., cut, cut, Armor in input structure, Esc., cut, Sole, cut, compacted fill, sewer, cut, Service road, pipeline, Sole, compacted fill, Esc., Sole, Sole, Sole, Service road, Esc., plant, compacted fill, Sole, Sole, Sole, Armor in input structure, Esc., Armature in output structure, Esc., Asphalt seal, area of, sewer, cutting area, Filling area, Compacted fill area, Sand filling area, Sand filling area, In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Terrain effort: check on site., Fy grade, Portland cement, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, compacted fill, minimum, On the crown of the pipe., Compaction:, Modified proctor, Together, With water stop, Responsibility of the executor., In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Terrain effort: check on site., Fy grade, Portland cement, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, compacted fill, minimum, On the crown of the pipe., Compaction:, Modified proctor, Together, With water stop, Responsibility of the executor., cut, Service road, pipeline, Sole, Asphalt seal, Armature in output structure, Esc., cut, compacted fill, Sole, cut, cut, Sole, Sole, sewer

Raw text data extracted from CAD file:

DATUM ELEV 1 JUNTA DE DILATACION 1″ 1.00 1.25 CORTE 4-4 ESC. 1/25 \A1;1 d \S3#8;\H1.428x;” @ 15 cm \A1;1 d \S3#8;\H1.428x;” @ 25 cm \A1;8 d \S3#8;\H1.428x;” -9185349.868148582 -9185349.868148582 0.30 0.15 1.25 0.15 0.80 CORTE 1-1 ESC. 1/25 \A1;1 d \S3#8;\H1.428x;” @ 15 cm \A1;1 d \S3#8;\H1.428x;” @ 25 cm \A1;8 d \S3#8;\H1.428x;” -9185348.287715882 -9185348.287715882 -9185348.287715882 -9185348.287715882 -9185348.287715882 DEB – PEJEZA REVISADO: DISEÑO: REPÚBLICA DEL PERU MINISTERIO DE AGRICULTURA PROYECTO ESPECIAL JEQUETEPEQUE – ZAÑA ING. ALBERTO ANGELES ING. VICTOR CORDOVA G. INSTITUTO NACIONAL DE DESARROLLO DISEÑO DE ALCANTARILLA Y TRANSICION DE ESTRADA DEB INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: ING. EDMUNDO M. QUEVEDO U. PLANO N° APROBADO: FECHA: NOVIEMBRE 2008 06 DEB ENCAUZAMIENTO Y DEFENSA RIBEREÑA DE LA MARGEN IZQUIERDA DEL RIO JEQUETEPEQUE. TRAMO CULTAMBO ÑAMPOL DESDE EL Km. 0+000 AL Km. 0+930 .56 Y 1+640.56 AL Km. 2+166.75 \A1;0.30 \A1;0.45 \A1;0.30 \A1;5.60 \A1;0.30 \A1;0.87 \A1;1.00 \A1;0.30 \A1;0.45 \A1;0.15 \A1;0.15 \A1;0.45 \A1;0.90 \A1;0.45 \A1;0.30 \A1;0.45 \A1;0.60 \A1;1.00 \A1;0.30 \A1;5.60 \A1;0.30 \A1;0.87 \A1;0.30 \A1;1.00 \A1;0.45 \A1;0.37 \A1;0.45 \A1;0.37 \A1;0.45 \A1;0.40 \A1;0.70 \A1;0.08 \A1;0.45 \A1;0.15 \A1;1.00 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.15 \A1;0.85 \A1;0.37 \A1;0.40 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.40 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.85 \A1;0.30 \A1;0.85 \A1;0.15 \A1;0.30 \A1;0.87 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.85 \A1;0.30 \A1;0.60 \A1;0.87 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.85 \A1;0.37 \A1;0.45 \A1;0.40 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.30 \A1;0.45 \A1;0.85 \A1;0.30 \A1;1.50 \A1;0.87 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.90 \A1;1.40 \A1;0.40 \A1;0.85 \A1;0.37 \A1;0.45 \A1;0.40 \A1;1.40 \A1;0.08 \A1;0.15 \A1;0.90 \A1;0.45 \A1;0.30 \A1;0.40 \A1;0.90 \A1;1.40 \A1;0.40 \A1;0.30 \A1;0.85 \A1;0.30 \A1;1.90 \A1;0.87 \A1;0.90 \A1;0.37 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.08 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.85 \A1;0.85 \A1;0.87 \A1;0.80 \A1;0.30 \A1;0.07 \A1;0.07 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.50 \A1;0.07 \A1;0.60 \A1;0.07 \A1;1.50 \A1;0.30 \A1;3.60 \A1;3.60 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.45 \A1;0.30 \A1;1.00 \A1;0.60 \A1;0.07 \A1;0.07 \A1;1.40 \A1;0.40 \A1;1.90 \A1;0.07 \A1;0.90 \A1;0.07 \A1;30° \A1;30° \A1;30° \A1;30° REVISADO: DISEÑO: ALCANTARILLA TÍPICA – I INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: AL-01 \A1;0.50 \A1;0.50 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.50 \A1;0.90 \A1;0.07 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.08 \A1;0.30 \A1;0.15 \A1;0.20 \A1;1.00 \A1;0.85 \A1;0.85 \A1;0.87 \A1;0.30 \A1;3.60 \A1;0.50 REVISADO: DISEÑO: ALCANTARILLA TÍPICA – II PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: AL-02 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.90 \A1;0.85 \A1;0.37 \A1;0.45 \A1;0.40 \A1;1.40 \A1;0.08 \A1;0.30 \A1;0.15 \A1;0.90 \A1;0.87 \A1;1.40 \A1;0.40 \A1;1.90 \A1;1.40 \A1;0.40 \A1;0.90 \A1;0.07 \A1;0.07 \A1;0.90 \A1;0.60 \A1;0.90 A 5 S = 0.003 5 5 5 5 5 5 5 5 5 5 5 5 5 \LALCANTARILLA TIPICA ø 0.90 m. \LALCANTARILLA TIPICA ø 0.60 m. A PLANTA 5 ALCANTARILLA : ø 0.60 m. 5 CORTE c-c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A Camino de Servicio Tubería : ø 0.60 m. 5 5 5 Solado 5 5 5 5 5 5 5 5 c c 5 5 5 5 5 b b CORTE b-b a a 5 5 5 5 5 5 5 CORTE a-a 5 5 5 5 a 5 5 5 5 5 5 Ø3/8″@.25 CORTE a-a b CORTE b-b 5 5 5 5 5 5 5 5 Ø3/8″@.25 Ø3/8″@.25 5 5 5 5 5 5 5 5 5 5 Ø3/8″@.25 5 5 5 5 5 5 5 5 Ø3/8″@.25 Solado Solado b Ø3/8″@.25 5 5 5 5 CORTE c-c ARMADURA EN ESTRUCTURA DE SALIDA ESC. 1/50 5 5 5 5 c c Ø3/8″@.25 5 5 b b CORTE b-b a a 5 5 5 5 5 5 5 5 5 Ø3/8″@0.25 Ø3/8″@.25 CORTE a-a ARMADURA EN ESTRUCTURA DE ENTRADA ESC. 1/50 5 a 5 5 5 5 5 Ø3/8″@.25 CORTE a-a Solado b b CORTE b-b Ø3/8″@.25 Ø3/8″@.25 5 5 5 5 5 5 5 5 Relleno Compactado (RC) 5 ALCANTARILLA : ø 0.90m 5 5 5 5 5 5 5 5 CORTE A-A Camino de Servicio Tubería : ø 0.90m 5 5 5 Solado 5 5 5 5 A 5 a 5 Relleno Compactado (RC) ESC. 1/50 Solado 5 5 5 5 5 Ø3/8″@.25 5 5 5 Solado 5 5 Solado 5 5 Ø3/8″@.25 Camino de Servicio 5 5 5 5 5 5 5 5 5 5 A ESC. 1/50 5 5 5 5 5 5 5 PLANTA a Relleno Compactado Solado Ø3/8″@.25 5 5 5 5 5 Solado 5 Solado Solado S = 0.003 5 5 5 5 ARMADURA EN ESTRUCTURA DE ENTRADA ESC. 1/50 ARMADURA EN ESTRUCTURA DE SALIDA ESC. 1/50 ESC. 1/50 JUNTA ASFALTICA JUNTA ASFALTICA JUNTA ASFALTICA JUNTA ASFALTICA 5 5 (1). Area de corte= 2.88m2 ALCANTARILLA ø 0.60m (1). Area de corte = 4.50m2 (2). Area de Relleno Compactado= 1.89-0.28 = 1.61m2 (2). Area de Relleno Compactado = 3.24-0.64 = 2.60m2 (3). Area de Relleno con Arena = 0.24m2 5 5 (3). Area de Relleno con Arena = 0.30m2 5 5 5 ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 En contacto con el agua: 5 cm. ESPECIFICACIONES TÉCNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 Cemento Portland -TIPO I Concreto simple f’c=175Kg/cm2, e=5cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: Solado f’c=100 Kg/cm2 Muros y Losas: f’c=210Kg/cm2 RELLENO COMPACTADO (RC): Mínimo = 0.30m sobre la corona de la tuberia. COMPACTACIÓN: %d : 95% Proctor Modificado JUNTAS : De 0.025m con Water Stop de 6″ RESPONSABILIDAD DEL EJECUTOR. 5 RC En contacto con el agua: 5 cm. ESPECIFICACIONES TÉCNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 Cemento Portland -TIPO I Concreto simple f’c=175Kg/cm2, e=5cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: Solado f’c=100 Kg/cm2 Muros y Losas: f’c=210Kg/cm2 RELLENO COMPACTADO (RC): Mínimo = 0.30m sobre la corona de la tuberia. COMPACTACIÓN: %d : 95% Proctor Modificado JUNTAS : De 0.025m con Water Stop de 6″ RESPONSABILIDAD DEL EJECUTOR. RC 5 5 5 5 5 5 5 5 CORTE A-A Camino de Servicio Tubería : ø 0.90m 5 5 5 Solado 5 5 5 5 5 5 5 JUNTA ASFALTICA JUNTA ASFALTICA 5 RC ARMADURA EN ESTRUCTURA DE SALIDA ESC. 1/50 5 5 5 5 c c b b a a 5 5 5 5 5 5 5 5 5 Ø3/8″@0.25 Ø3/8″@.25 CORTE a-a 5 5 Relleno Compactado Solado CORTE c-c Ø3/8″@.25 5 5 CORTE b-b 5 Ø3/8″@.25 5 5 5 5 5 Solado 5 Solado Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 5 5 1 2 3 ALCANTARILLA ø 0.90m 1 2 3

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

Datum elev, dilatation meeting, cut, Esc., cut, Esc., Deb pledge, reviewed:, design:, Republic of Peru, Minister of Agriculture, Special project jequetepeque zaña, Ing. Alberto angeles, Ing. Victor cordova g., National development institute, Road transitioning design, Deb, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, Ing. Edmundo m. Quevedo u., flat, approved:, date:, November, Deb, Channeling the riverside defense of the left bank of the river jequetepeque., Section cultambo ñampol from km. To km. To km., reviewed:, design:, Typical culvert, Indicated, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, reviewed:, design:, Typical culvert ii, draft:, topography:, Cad:, flat:, geology, scale:, flat, approved:, date:, Typical m., plant, Sewer m., cut, cut, Service road, Pipe, Sole, cut, cut, cut, cut, Sole, cut, Armature in output structure, Esc., cut, cut, Armor in input structure, Esc., cut, Sole, cut, compacted fill, sewer, cut, Service road, pipeline, Sole, compacted fill, Esc., Sole, Sole, Sole, Service road, Esc., plant, compacted fill, Sole, Sole, Sole, Armor in input structure, Esc., Armature in output structure, Esc., Asphalt seal, area of, sewer, cutting area, Filling area, Compacted fill area, Sand filling area, Sand filling area, In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Land effort: check on site., Fy grade, Portland cement, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, compacted fill, minimum, On the crown of the pipe., Compaction:, Modified proctor, Together, With water stop, Responsibility of the executor., In contact with water: cm., Technical specifications, note:, Coatings: cm., Channel coating:, Plans will be whole, Any change in the, Land effort: check on site., Fy grade, Portland cement, Simple concrete, Simple concrete:, steel:, Reinforced concrete:, Sole, Walls slabs:, compacted fill, minimum, On the crown of the pipe., Compaction:, Modified proctor, Together, With water stop, Responsibility of the executor., cut, Service road, pipeline, Sole, Asphalt seal, Armature in output structure, Esc., cut, compacted fill, Sole, cut, cut, Sole, Sole, sewer

Raw text data extracted from CAD file:

DATUM ELEV 1 JUNTA DE DILATACION 1″ 1.00 1.25 CORTE 4-4 ESC. 1/25 \A1;1 d \S3#8;\H1.428x;” @ 15 cm \A1;1 d \S3#8;\H1.428x;” @ 25 cm \A1;8 d \S3#8;\H1.428x;” -9185349.868148582 -9185349.868148582 0.30 0.15 1.25 0.15 0.80 CORTE 1-1 ESC. 1/25 \A1;1 d \S3#8;\H1.428x;” @ 15 cm \A1;1 d \S3#8;\H1.428x;” @ 25 cm \A1;8 d \S3#8;\H1.428x;” -9185348.287715882 -9185348.287715882 -9185348.287715882 -9185348.287715882 -9185348.287715882 DEB – PEJEZA REVISADO: DISEÑO: REPÚBLICA DEL PERU MINISTERIO DE AGRICULTURA PROYECTO ESPECIAL JEQUETEPEQUE – ZAÑA ING. ALBERTO ANGELES ING. VICTOR CORDOVA G. INSTITUTO NACIONAL DE DESARROLLO DISEÑO DE ALCANTARILLA Y TRANSICION DE ESTRADA DEB INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: ING. EDMUNDO M. QUEVEDO U. PLANO N° APROBADO: FECHA: NOVIEMBRE 2008 06 DEB ENCAUZAMIENTO Y DEFENSA RIBEREÑA DE LA MARGEN IZQUIERDA DEL RIO JEQUETEPEQUE. TRAMO CULTAMBO ÑAMPOL DESDE EL Km. 0+000 AL Km. 0+930 .56 Y 1+640.56 AL Km. 2+166.75 \A1;0.30 \A1;0.45 \A1;0.30 \A1;5.60 \A1;0.30 \A1;0.87 \A1;1.00 \A1;0.30 \A1;0.45 \A1;0.15 \A1;0.15 \A1;0.45 \A1;0.90 \A1;0.45 \A1;0.30 \A1;0.45 \A1;0.60 \A1;1.00 \A1;0.30 \A1;5.60 \A1;0.30 \A1;0.87 \A1;0.30 \A1;1.00 \A1;0.45 \A1;0.37 \A1;0.45 \A1;0.37 \A1;0.45 \A1;0.40 \A1;0.70 \A1;0.08 \A1;0.45 \A1;0.15 \A1;1.00 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.15 \A1;0.85 \A1;0.37 \A1;0.40 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.40 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.85 \A1;0.30 \A1;0.85 \A1;0.15 \A1;0.30 \A1;0.87 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.85 \A1;0.30 \A1;0.60 \A1;0.87 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.85 \A1;0.37 \A1;0.45 \A1;0.40 \A1;1.20 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.30 \A1;0.45 \A1;0.85 \A1;0.30 \A1;1.50 \A1;0.87 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.90 \A1;1.40 \A1;0.40 \A1;0.85 \A1;0.37 \A1;0.45 \A1;0.40 \A1;1.40 \A1;0.08 \A1;0.15 \A1;0.90 \A1;0.45 \A1;0.30 \A1;0.40 \A1;0.90 \A1;1.40 \A1;0.40 \A1;0.30 \A1;0.85 \A1;0.30 \A1;1.90 \A1;0.87 \A1;0.90 \A1;0.37 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.08 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.85 \A1;0.85 \A1;0.87 \A1;0.80 \A1;0.30 \A1;0.07 \A1;0.07 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.50 \A1;0.07 \A1;0.60 \A1;0.07 \A1;1.50 \A1;0.30 \A1;3.60 \A1;3.60 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.45 \A1;0.30 \A1;1.00 \A1;0.60 \A1;0.07 \A1;0.07 \A1;1.40 \A1;0.40 \A1;1.90 \A1;0.07 \A1;0.90 \A1;0.07 \A1;30° \A1;30° \A1;30° \A1;30° REVISADO: DISEÑO: ALCANTARILLA TÍPICA – I INDICADA PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: AL-01 \A1;0.50 \A1;0.50 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.50 \A1;0.90 \A1;0.07 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.45 \A1;0.37 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.08 \A1;0.30 \A1;0.15 \A1;0.20 \A1;1.00 \A1;0.85 \A1;0.85 \A1;0.87 \A1;0.30 \A1;3.60 \A1;0.50 REVISADO: DISEÑO: ALCANTARILLA TÍPICA – II PROYECTO: TOPOGRAFÍA: CAD: PLANO: GEOLOGÍA : ESCALA: PLANO N° APROBADO: FECHA: AL-02 \A1;0.30 \A1;0.30 \A1;0.87 \A1;0.15 \A1;0.90 \A1;0.85 \A1;0.37 \A1;0.45 \A1;0.40 \A1;1.40 \A1;0.08 \A1;0.30 \A1;0.15 \A1;0.90 \A1;0.87 \A1;1.40 \A1;0.40 \A1;1.90 \A1;1.40 \A1;0.40 \A1;0.90 \A1;0.07 \A1;0.07 \A1;0.90 \A1;0.60 \A1;0.90 A 5 S = 0.003 5 5 5 5 5 5 5 5 5 5 5 5 5 \LALCANTARILLA TIPICA ø 0.90 m. \LALCANTARILLA TIPICA ø 0.60 m. A PLANTA 5 ALCANTARILLA : ø 0.60 m. 5 CORTE c-c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A Camino de Servicio Tubería : ø 0.60 m. 5 5 5 Solado 5 5 5 5 5 5 5 5 c c 5 5 5 5 5 b b CORTE b-b a a 5 5 5 5 5 5 5 CORTE a-a 5 5 5 5 a 5 5 5 5 5 5 Ø3/8″@.25 CORTE a-a b CORTE b-b 5 5 5 5 5 5 5 5 Ø3/8″@.25 Ø3/8″@.25 5 5 5 5 5 5 5 5 5 5 Ø3/8″@.25 5 5 5 5 5 5 5 5 Ø3/8″@.25 Solado Solado b Ø3/8″@.25 5 5 5 5 CORTE c-c ARMADURA EN ESTRUCTURA DE SALIDA ESC. 1/50 5 5 5 5 c c Ø3/8″@.25 5 5 b b CORTE b-b a a 5 5 5 5 5 5 5 5 5 Ø3/8″@0.25 Ø3/8″@.25 CORTE a-a ARMADURA EN ESTRUCTURA DE ENTRADA ESC. 1/50 5 a 5 5 5 5 5 Ø3/8″@.25 CORTE a-a Solado b b CORTE b-b Ø3/8″@.25 Ø3/8″@.25 5 5 5 5 5 5 5 5 Relleno Compactado (RC) 5 ALCANTARILLA : ø 0.90m 5 5 5 5 5 5 5 5 CORTE A-A Camino de Servicio Tubería : ø 0.90m 5 5 5 Solado 5 5 5 5 A 5 a 5 Relleno Compactado (RC) ESC. 1/50 Solado 5 5 5 5 5 Ø3/8″@.25 5 5 5 Solado 5 5 Solado 5 5 Ø3/8″@.25 Camino de Servicio 5 5 5 5 5 5 5 5 5 5 A ESC. 1/50 5 5 5 5 5 5 5 PLANTA a Relleno Compactado Solado Ø3/8″@.25 5 5 5 5 5 Solado 5 Solado Solado S = 0.003 5 5 5 5 ARMADURA EN ESTRUCTURA DE ENTRADA ESC. 1/50 ARMADURA EN ESTRUCTURA DE SALIDA ESC. 1/50 ESC. 1/50 JUNTA ASFALTICA JUNTA ASFALTICA JUNTA ASFALTICA JUNTA ASFALTICA 5 5 (1). Area de corte= 2.88m2 ALCANTARILLA ø 0.60m (1). Area de corte = 4.50m2 (2). Area de Relleno Compactado= 1.89-0.28 = 1.61m2 (2). Area de Relleno Compactado = 3.24-0.64 = 2.60m2 (3). Area de Relleno con Arena = 0.24m2 5 5 (3). Area de Relleno con Arena = 0.30m2 5 5 5 ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 En contacto con el agua: 5 cm. ESPECIFICACIONES TÉCNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 Cemento Portland -TIPO I Concreto simple f’c=175Kg/cm2, e=5cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: Solado f’c=100 Kg/cm2 Muros y Losas: f’c=210Kg/cm2 RELLENO COMPACTADO (RC): Mínimo = 0.30m sobre la corona de la tuberia. COMPACTACIÓN: %d : 95% Proctor Modificado JUNTAS : De 0.025m con Water Stop de 6″ RESPONSABILIDAD DEL EJECUTOR. 5 RC En contacto con el agua: 5 cm. ESPECIFICACIONES TÉCNICAS NOTA: RECUBRIMIENTOS: 3 cm. REVESTIMIENTO DE CANAL: PLANOS Y DISEÑOS, SERÁ DE ENTERA CUALQUIER CAMBIO O MODIFICACION DE LOS ESFUERZO DEL TERRENO: Verificar en Obra. fy = 4,200 Kg/cm2 Grado 60 Cemento Portland -TIPO I Concreto simple f’c=175Kg/cm2, e=5cm. CONCRETO SIMPLE: ACERO: CONCRETO ARMADO: Solado f’c=100 Kg/cm2 Muros y Losas: f’c=210Kg/cm2 RELLENO COMPACTADO (RC): Mínimo = 0.30m sobre la corona de la tuberia. COMPACTACIÓN: %d : 95% Proctor Modificado JUNTAS : De 0.025m con Water Stop de 6″ RESPONSABILIDAD DEL EJECUTOR. RC 5 5 5 5 5 5 5 5 CORTE A-A Camino de Servicio Tubería : ø 0.90m 5 5 5 Solado 5 5 5 5 5 5 5 JUNTA ASFALTICA JUNTA ASFALTICA 5 RC ARMADURA EN ESTRUCTURA DE SALIDA ESC. 1/50 5 5 5 5 c c b b a a 5 5 5 5 5 5 5 5 5 Ø3/8″@0.25 Ø3/8″@.25 CORTE a-a 5 5 Relleno Compactado Solado CORTE c-c Ø3/8″@.25 5 5 CORTE b-b 5 Ø3/8″@.25 5 5 5 5 5 Solado 5 Solado Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 Ø3/8″@.25 5 5 1 2 3 ALCANTARILLA ø 0.90m 1 2 3