Detail Camera Breaks Pressure DWG Detail for AutoCAD

Detail Camera Breaks Pressure DWG Detail for AutoCAD

Constructive details – Distribution box – Water

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

typical, typical, typical, typical, typical, typical, typical, typical, typical, typical, Armor court, cut, typical, your B. Output pvc mm, With protective mesh, your B. Pvc ventilation, metal lid, your B. From pvc, your B. Pvc entry, your B. Pvc output, plant, inspection, Mailbox of, down, Ceiling armor, Additional, plant, Additional, typical, Esc., Niv Water, Esc., your B. Ventilation with, Protective grille at the outlet, Opening, metal lid, sewer system, typical, Note the clean pipe will overflow a point, Where the ravine is drained by gravity, closest, base of, concrete, Overflow, your B. Input, detail, Esc, typical, Put expansive mortar with gravel, Sting after completion of the concrete structure, angle, anchorage, rack, Corrugated iron, concrete, Technical specifications, Ƒ’c, slab, Screens, Sole, Ƒ’c, screen, slab, By pass, mesh, Note: develop construction joints only in case you can not perform a monolithic recess, mesh, plant, Esc, Esc, Concrete floor, Soil properly compacted, mesh, Technical specifications, With waterproofing., Plaster plaster, concrete, departure, Type distribution, Tapas, top, Cover, steel, Wings, departure, Metal dump, Triangular type, Metal dump, Triangular type, entry, Tapas, Metal dump, Triangular type, Metal dump, Triangular type, Metal dump, Triangular type, The secondary stabilization ponds, Tubing, rest, column, rest, column, clamp, Oxidation pond, Of manposteria around, Compacted clay waterproofing layer, Esc:, Wings, entry, departure, entry, departure, departure, entry, entry, Concrete filling, entry, Concrete filling, Water mirror, N.f., Stone masonry, Selected, Stone masonry, Selected, Tubing, rest, column, Entrance exit of lagoons, Of manposteria around, Provincial level municipality, Apartment, Prov, Approve, flat:, owner:, Apurimac, Grade, drawing, Supervises:, date:, sheet:, Dist:, Esc .:, Indicated, Chuquibambilla, J.carrasco a., Inade, Integrated water supply project for sewerage, Create alert, Proinversion, Social work trust, design:, departure, Armor court, typical, your B. Output pvc mm, With protective mesh, your B. Pvc ventilation, metal lid, your B. From pvc, your B. Pvc entry, your B. Pvc output, Plant camera breaks pressure, inspection, Mailbox of, down, Ceiling armor, Additional, plant, Additional, typical, Esc., Niv Water, Esc., your B. Ventilation with, Protective grille at the outlet, Opening, metal lid, sewer system, typical, base of, concrete, Overflow, your B. Input, By pass, mesh, Note: develop construction joints only in case you can not perform a monolithic recess, mesh, plant, Esc, Esc, Concrete floor, Soil properly compacted, mesh, typical, typical, Armor box, Esc., Box armor, Esc., Entrance box the lagoons, The secondary stabilization ponds, typical, Sole, typical, typical, see detail, Tapas, Metal dump, Triangular type, Metal dump, Triangular type, Metal dump, Triangular type, Wings, entry, departure, entry, departure, Esc., cut, Esc., cut, Esc., detail, Esc, typical, Put expansive mortar with gravel, Sting after completion of the concrete structure, angle, anchorage, rack, By pass, Platinum grids of, beam, Platinum grids of, beam, see detail, Ingestion, By pass, plant, Platinum grids of, Esc, beam, Platinum grids of, beam, cut, Esc, see detail, Ingestion, Plant chamber of bars, Esc., cut, Esc., cut, Esc., may, topography:, date:, Professional specialist, consultant, flat:, Final project, Camera breaks pressure, Drawing cad:, Vilcabamba, scale:, Indicated, Dpto., Degree apurimac, sheet:, Project manager, Sewage system of vilcabamba, Of drinking water systems, Improvement, location:, Details, flowmeter, Cant, description, item, Pvc basket, accessories, Gate valve ffd, Elbow sp pvc, Elbow sp pvc, note, Pvc pipe must meet ntp., For pressure fluids., Of elastomero type luflex for tubing iso, Gate valve must be ductile iron, Accessories must be standard ductile iron., note, The overflow pipe will be evacuated, A point where it is drained by, Gravity the closest ravine, Flow measurement chamber

Raw text data extracted from CAD file:

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DE SALIDA PVC 90 mm CON MALLA DE PROTECCION TUB. VENTILACION d4" PVC TAPA METALICA TUB. DE PVC TUB. ENTRADA PVC TUB. SALIDA PVC PLANTA A A d3/8"@.25 d1/4"@.15 INSPECCION 0.60 x 0.60 BUZON DE d1/4"@.15 ABAJO ARMADURA DEL TECHO 2d3/8" ADICIONALES PLANTA d3/8"@.25 d3/8"@.25 2d3/8" ADICIONALES 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 <> TIPICO 1 1 2 ESC. 1:20 ESC. 1:20 NIV. AGUA ESC. 1:20 ESC. 1:20 ESC. 1:20 2 3 TUB. F°G° DE VENTILACION d4", CON REJILLA DE PROTECCION EN LA SALIDA 5 d3/8"@.25 EN ABERTURA d1/4"@.15 d1/4"@.15 TAPA METALICA DRENAJE 0.15x0.15 5 5 5 5 5 5 5 5 d1/4"@.15 <> TIPICO 5 2 5 2 4 2 3 NOTA : LA TUBERIA LIMPIA REBOSE SE EVACUARA A UN PUNTO DONDE SE DESAGUE POR GRAVEDAD A LA QUEBRADA MAS CERCANA . 5 BASE DE CONCRETO 5 REBOSE TUB. DE ENTRADA 90 mm DETALLE -1 Esc.. 1:5 Tipico 1/8"V Tipico 1/8"V Colocar mortero expansivo (grout) con gravilla 1/4" Picar despues de terminada la estructura de concreto Angulo 11/2"x11/2" x1/4" Anclaje Rejilla 1/4" x 1" .04 .04 100mm. d3/8"a 150mm. \LACERO \LRECUBRIMIENTOS FIERRO CORRUGADO ƒy = 4200 Kg/cm² CONCRETO ESPECIFICACIONES TECNICAS ƒ'c = 175Kg/cm² LOSA PANTALLAS SOLADO ƒ'c = 210Kg/cm² ƒ'c = 210Kg/cm² PANTALLA 7 cm 8.0 cm LOSA BY PASS d 3/8" @0.20m 0.15 malla d 3/8" @0.20m 0.15 0.15 D 0.15 0.40 0.15 d 12" Nota: Desarrollar juntas de construcción solo en el caso de no poder realizar un vaceado monolítico malla d 3/8" @0.20m malla d 3/8" @0.20m malla d 3/8" @0.20m D PLANTA Esc.. 1:20 0.10 0.10 d 10" 0.10 0.40 \LCORTE D-D Esc.. 1:20 solado de concreto e=2" suelo debidamente compactado malla d 3/8" @0.15m malla d 3/8" @0.10m 0.30 1.00 0.40 0.40 0.30 0.40 0.50 0.15 ESPECIFICACIONES TECNICAS MORTERO-1:5 CEMENTO:ARENA, CON IMPERMEABILIZANTE. e=1.5cm. REVOQUES Y ENLUCIDOS f'c=175 Kg/cm2 CONCRETO 5 5 5 5 5 5 5 SALIDA d250mm. 5 5 5 5 1.525 5 5 \LCAJA DE DISTRIBUCION TIPO 1 \LPLANTA \H0.6563x;\lESC: 1/20 D D E E \LCORTE D - D \H0.6563x;\lESC: 1/20 \LCORTE E - E \H0.6563x;\lESC: 1/20 TAPAS TAPA 1.525 5 5 0.025 5 .025 5 .675 5 .675 5 5 .60 .025 5 \LDETALLE DE TAPA \H0.6563x;\lESC: 1/10 d1/4" a 0.10 f'y=4200 Kg/cm2 ACERO ASAS d\S3/8;" SALIDA d250mm. 5 <>5 <>5 5 5 VERTEDERO METALICO TRIANGULAR TIPO I .675 <>5 <>5 5 5 .0875 5 5 5 <>5 <>5 VERTEDERO METALICO TRIANGULAR TIPO I 5 5 5 5 5 5 5 5 5 5 1.525 5 5 D D E 5 5 0.025 5 .025 5 .675 5 .675 5 5 .60 .025 5 5 <>5 <>5 5 5 <>5 <>5 5 5 1.225 5 5 5 5 5 5 .675 5 .675 5 d3/8" a .15 d3/8" a .15 d3/8" a .15 d3/8" a .15 d3/8" d3/8" a .15 d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" a .15 a .15 a .15 a .15 a .15 a .15 a .15 INGRESO d315mm. 5 \LCORTE G - G \H0.6663x;\lESC: 1/20 TAPAS 5 5 5 VERTEDERO METALICO TRIANGULAR TIPO I 5 5 5 5 5 5 5 5 \LPLANTA \H0.6563x;\lESC: 1/20 G G F F 1.20 5 5 5 5 5 5 5 VERTEDERO METALICO TRIANGULAR TIPO I \LCORTE F - F \H0.6663x;\lESC: 1/20 VERTEDERO METALICO TRIANGULAR TIPO I 5 5 5 \LCAJA DE INGRESO A LAS LAGUNAS SECUNDARIAS DE ESTABILIZACION TUB.INGRESO d10" 1 @ 0.05 4 @ 0.10 RESTO @ 0.20 COLUMNA 0.15x0.154 ø /1/2" 1 @ 0.05 4 @ 0.10 RESTO @ 0.20 COLUMNA 0.15x0.154 ø /1/2" ABRAZADERA ABRAZADERA 5 LAGUNA DE OXIDACION \LDETALLE DE MANPOSTERIA AL REDEDOR ARCILLA COMPACTADA CAPA DE IMPERMEABILIZACION e=0.10m. ESC: 1/20 ASAS d\S3/8;" ASAS d\S3/8;" INGRESO d250mm. SALIDA d250mm. INGRESO d250mm. SALIDA d250mm. SALIDA d250mm. INGRESO d315mm. d315mm. INGRESO d315mm. f 'c=100kg/cm2 f 'c=100kg/cm2 Relleno concreto INGRESO d315mm. Relleno concreto \L DE ESPEJO DE AGUA 5 5 H H \LCORTE H - H \H0.6663x;\lESC: 1/20 N.F. N.F. MAMPOSTERIA DE PIEDRA SELECCIONADA e=0.15m. MAMPOSTERIA DE PIEDRA SELECCIONADA e=0.15m. TUB.INGRESO d10" 1 @ 0.05 4 @ 0.10 RESTO @ 0.20 COLUMNA 0.15x0.154 ø /1/2" 2.80 -CAJA DISTRIBUCION-CAJAS INGRESO Y SALIDA DE LAGUNAS DE OXIDACION- \LPLANTA A (ESTRUCT.) \H0.6663x;\lESC: 1/20 \LCORTE D - D (ESTRUCT.) \H0.6663x;\lESC: 1/20 \LCORTE E - E (ESTRUCT.) \H0.6663x;\lESC: 1/20 -DETALLE DE MANPOSTERIA AL REDEDOR DE TALUD- MUNICIPALIDAD PROVINCIAL DE GRAU DPTO: PROV: APROB: PLANO: PROPIETARIO: APURIMAC GRAU L-03 DIBUJO SUPERVISA: FECHA: LAMINA: DIST: ESC.: Indicada SET.-05 CHUQUIBAMBILLA J.CARRASCO A. INADE PROYECTO INTEGRAL DE AGUA POTABLE Y ALCANTARILLADO DE CHUQUIBAMBILLA GRAU - APURIMAC PROINVERSION FIDEICOMISO APORTE SOCIAL LAS BAMBAS DISEÑO: SALIDA 250mm. SALIDA d250mm. ARMADURA CORTE A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.10 <> TIPICO 90 mm TUB. DE SALIDA PVC 90 mm CON MALLA DE PROTECCION TUB. VENTILACION d4" PVC TAPA METALICA TUB. DE PVC TUB. ENTRADA PVC TUB. SALIDA PVC PLANTA CAMARA ROMPE PRESION A A d3/8"@.25 d1/4"@.15 INSPECCION 0.60 x 0.60 BUZON DE d1/4"@.15 ABAJO ARMADURA DEL TECHO 2d3/8" ADICIONALES PLANTA d3/8"@.25 d3/8"@.25 2d3/8" ADICIONALES 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 <> TIPICO 1 1 2 ESC. 1:20 ESC. 1:20 NIV. AGUA ESC. 1:20 ESC. 1:20 2 3 TUB. F°G° DE VENTILACION d4", CON REJILLA DE PROTECCION EN LA SALIDA 5 d3/8"@.25 EN ABERTURA d1/4"@.15 d1/4"@.15 TAPA METALICA DRENAJE 0.15x0.15 5 5 5 5 5 5 5 5 d1/4"@.15 <> TIPICO 5 2 5 2 4 2 3 5 BASE DE CONCRETO 5 REBOSE TUB. DE ENTRADA 90 mm BY PASS d 3/8" @0.20m 0.15 malla d 3/8" @0.20m 0.15 0.15 B 0.15 0.40 0.15 d 12" Nota: Desarrollar juntas de construcción solo en el caso de no poder realizar un vaceado monolítico malla d 3/8" @0.20m malla d 3/8" @0.20m malla d 3/8" @0.20m B PLANTA Esc.. 1:20 0.10 0.10 d 10" 0.10 0.40 \LCORTE B-B Esc.. 1:20 solado de concreto e=2" suelo debidamente compactado malla d 3/8" @0.15m malla d 3/8" @0.10m 0.30 1.00 0.40 0.40 0.30 0.40 0.50 0.15 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 A B 5 5 <> TIPICO d3/8"@.25 d3/8"@.25 d3/8"@.25 5 5 5 5 5 5 5 5 5 5 5 d3/8"@.25 <> TIPICO d3/8"@.25 ARMADURA DE CAJA DE .80x.80 ESC. 1:20 ARMADURA DE CAJA .60x.60 ESC. 1:20 5 \LCORTE C - C \H0.6663x;\lESC: 1/20 5 5 5 5 5 5 \LPLANTA CAJA DE INGRESO A LAS LAGUNAS \H0.6563x;\lESC: 1/20 C C D D 5 5 5 5 5 5 5 \LCORTE D - D \H0.6663x;\lESC: 1/20 5 5 5 5 5 5 5 \LCAJA DE INGRESO A LAS LAGUNAS SECUNDARIAS DE ESTABILIZACION <> TIPICO 5 5 5 5 SOLADO SOLADO SOLADO SOLADO SOLADO SOLADO d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 <> TIPICO d3/8"@.25 d3/8"@.25 <> TIPICO d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 ver detalle 1 5 5 TAPAS 5 5 5 VERTEDERO METALICO TRIANGULAR TIPO I 5 5 5 5 5 5 5 5 5 B B C C 1.20 5 5 5 5 5 5 5 5 5 5 VERTEDERO METALICO TRIANGULAR TIPO I 5 5 5 5 1.20 1.20 VERTEDERO METALICO TRIANGULAR TIPO I 5 5 5 5 5 5 5 5 5 ASAS d\S3/8;" ASAS d\S3/8;" INGRESO d250mm. SALIDA d250mm. INGRESO d250mm. SALIDA d250mm. ESC. 1:20 CORTE B-B ESC. 1:20 CORTE C-C ESC. 1:20 DETALLE -1 Esc.. 1:5 Tipico 1/8"V Tipico 1/8"V Colocar mortero expansivo (grout) con gravilla 1/4" Picar despues de terminada la estructura de concreto Angulo 11/2"x11/2" x1/4" Anclaje Rejilla 1/4" x 1" .04 .04 100mm. d3/8"a 150mm. 0.30 1.00 0.40 0.40 0.30 0.40 d 10" 0.15 0.40 0.15 0.15 BY PASS A A 0.40 0.15 0.15 11 Rejillas de Platina de 1/4"x1/4"separados A 1" 0.15 S=3% 0.50 S=3% S=3% Viga 13 Rejillas de Platina de 1/4"x1/1"separados A 1" 0.10 0.10 d 10" 0.30 0.30 0.40 0.40 0.40 Viga Ver Detalle 1 S=3% S=3% \A1;0.30 60° Ingeso 2 \W5.41463; by-pass 0.30 1.00 0.40 0.40 0.30 0.40 d 10" 0.15 0.40 0.15 0.15 BY PASS PLANTA A A 0.40 0.15 0.15 11 Rejillas de Platina de 1/4"x1/4"separados A 1" 0.15 S=3% 0.50 S=3% S=3% Esc.. 1:20 Viga 13 Rejillas de Platina de 1/4"x1/1"separados A 1" 0.10 0.10 d 10" 0.30 0.30 0.40 0.40 0.40 Viga CORTE A - A Esc.. 1:20 Ver Detalle 2 S=3% S=3% \A1;0.30 60° Ingeso 2 \W5.41463; by-pass 0.15 PLANTA CAMARA DE REJAS ESC. 1:20 CORTE A-A ESC. 1:20 CORTE A-A ESC. 1:20 MAYO 2006 TOPOGRAFIA: FECHA: PROFESIONAL ESPECIALISTA : CONSULTOR PLANO: PROYECTO DEFINITIVO : CAMARA REJAS, ROMPE PRESION DT-02 DIBUJO CAD: VILCABAMBA ESCALA: INDICADA PROV./ DPTO. GRAU / APURIMAC LAMINA: DIRECTOR DEL PROYECTO : Y ALCANTARILLADO DE VILCABAMBA DE LOS SISTEMAS DE AGUA POTABLE MEJORAMIENTO Y AMPLIACION LOCALIDAD: DETALLES MEDIDOR DE CAUDAL 1 3 1 CANT. DESCRIPCION ITEM CANASTILLA PVC d160mm. 1 2 3 ACCESORIOS VALVULA DE COMPUERTA FFD d90mm. CODO 90° SP PVC d90mm. 1 4 CODO 90° SP PVC d90mm. NOTA : -LA TUBERIA DE PVC DEBE CUMPLIR LA NTP. ISO-4422 PARA FLUIDOS A PRESION. DE ELASTOMERO TIPO LUFLEX PARA TUBERIA ISO - 4422. 1 -LA VALVULA COMPUERTA DEBE SER DE HIERRO DUCTIL 2 -LOS ACCESORIOS DEBEN SER DE HIERRO DUCTIL NORMALIZADO. 3 NOTA : LA TUBERIA LIMPIA REBOSE SE EVACUARA A UN PUNTO DONDE SE DESAGUE POR GRAVEDAD A LA QUEBRADA MAS CERCANA CAMARA DE MEDICION DE CAUDAL

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, box, breaks, camera, constructive, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, pressure, supply, treatment plant, wasserversorgung, water