Water Connections Profiles And Mailboxes DWG Detail for AutoCAD

Plane Mailboxes Details, Details and Water Connections Profiles Mailboxes

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

Min. Aligned respect, Variable distance, distance, Mail cap, Background mailbox, Boot height, pipeline, level of, Ground level, Pipe diameter, The profile of buzon av.belaunde, scale:, level of, Ground level, Mailbox’s profile ca. Geraniums, scale:, level of, Ground level, The profile of buzones, scale:, Inical pipe line, Pipe arrival, Level of gradient, Level of gradient, distance, Mail cap, Background mailbox, Boot height, pipeline, Pipe diameter, Inical pipe line, Pipe arrival, Level of gradient, distance, Mail cap, Background mailbox, Boot height, pipeline, Pipe diameter, Inical pipe line, Pipe arrival, course:, teacher:, flat:, Location, Peruvian university los andes, Alavi valverde carlos, Longitudinal profiles, Design under construction, students, October, date:, sheet, scale:, Indicated, Ing. Fernando walls lion, District of lurin, Marquez Perez Mauricio, flat:, Urban habilitation, Juarez vargas jhonny, water flow, Security preset, concrete, Standard nipple with nut, Esc., section, Home connection detail of drinking water, The property line, Min. Aligned respect, Variable distance, Garden path, Sardinel, plant, elbow, Granular type, Pvc key, Union pressure pvc thread, variable, Esc., Esc., variable, Valve box, Side detail of, Esc., Plant cut, variable, Esc., lintel, side, Ceiling, Det. Armor slab, Typical home water connection, drinking water, pipeline, Water, Ownership limit, Measuring box, Simple clamp connection with bypass, elbow, Pvc clamp, Union univ. Key sluice gate its inst. By owner, transition, Pvc corporation key, Through holes, Concrete background detail, Esc., mortar, Light iron cap, section, Esc., Background f’c, Body cap f’c, mortar, Technical specifications, concrete, Technical specifications, Anchor block, component, Support slab, lintel, Roof slab, Fy steel, Concrete class, Concrete base, plant, Valve box, Esc., Cut elevation, Esc., distribution network, Pvc variable, Base given, Chamfered, Concrete, Valv. gate, Valve box, minimum, anchorage, Niv sidewalk, minimum, Fire faucet detail, Dimensions of valve boxes, Mm pvc, The cement will use sera portland type, Cut elevation, Support slab, valve, Esc., granular material, Type confitillo, variable, Lintel of conc., gate, valve, Cement: sand, Tarrajeo interior, Lintel of conc., Specifications, brick wall, agree, Reinforced concrete roof, Cover frame, N.t.n., Ditch for variable pipe, General network of drinking water, sand, P.v.c. pipe, Own material, Avarice, Mm., Trench width, N.t.n., Ditch for home connection, sand, P.v.c. pipe, Own material, Nipple, course:, teacher:, flat:, Location, Peruvian university los andes, Juarez vargas jhonny, Water distribution network, Design under construction, students, December, date:, sheet, scale:, Ing. Fernando walls lion, District of lurin, flat:, Urban habilitation, Alavi valverde carlos, Marquez Perez Mauricio, Rings, Lower armor, Roof slab, Det. Typewriter, Depths smaller than m., Det. Typewriter, Depths greater than m., Up to a maximum of m., Rings, Upper armor, Roof slab, Radial reinforcement, Circular armor, Depth less than m., Cover frame, Reinforced concrete, Roof slab, N.t.n., Tarrajeo fine polished finish with metal iron, Wall, Half reed, Bottom slab, elevation, Vertical cut, Rings, Vertical cut, elevation, Bottom slab, Rings, Tarrajeo fine polished finish with metal iron, Half reed, Wall, N.t.n., Cover frame, Reinforced concrete, Roof slab, Depth greater than m. Up to max., Fold horizontally, Bottom slab, Armor slab background, Bottom slab, in both ways, Radial reinforcement, Upper armor, Roof slab, Rings, Circular armor, Fold horizontally, Typewriter, Lower armor, Rings, Roof slab, The cement will use sera portland type, All sharp corners will be rounded., Finished fine mortar cement sand cm. of thickness, The inner surfaces of half-reed walls shall be plastered with, Concrete simple type, Reinforced concrete, Concrete simple type, Minimal coatings, Cm. On ceilings, Minimal coatings, Cm. In walls, Fy steel, steel, Half reeds, Simple concrete, Reinforced concrete, ceiling, Walls, background, variable, N.t.n., your B., Closure cap, your B., Buzzer, Bill cut, Detail of typewriter, Simple concrete, course:, teacher:, flat:, Location, Peruvian university los andes, Juarez vargas jhonny, Drainage distribution network, Design under construction, students, December, date:, sheet, scale:, Ing. Fernando walls lion

Raw text data extracted from CAD file:

.30 B .24 .24 A B .24 A .24 .035 .30 B B B .075/.08 .05 .087 .275 .087 .60 .05 .05 .05 .05 .035 Ø .035 .75 mín. alineados respecto a DISTANCIA VARIABLE .60 .10 .05 .25 .05 .05 .20 .05 .05 B .60 .84 .24 .24 .34 1.5" .20 .05 .25 .60 .05 .087 .025 .275 .025 .087 .025 .13 .05 Ø1/4" Ø1/4" .40 .25 .40 .40 .60 1.20 .40 .40 .60 1.20 Ø160mm. .05 .20 .15 .10 .10 .15 .08 .20 .10 .675 .04 .10 .04 .25 .25 .12 .25 .25 .12 3.00 1.20 2.40 .30 2.40 .30 3.00 .40 .30 1.20 .40 .40 .30 2.40 .30 .40 .30 .40 1.20 .60 .60 1.20 1.50 .675 0,135 .150 .150 0.60 9.0 10.0 11.0 B1 Distancia (m) Cota buzon tapa cota buzon de fondo altura de buzon i % tuberia 61.97 55.27 99.56 9.99 9.71 9.19 NIVEL DE SUB-RASANTE NIVEL DE TERRENO diametro de tuberia PERFIL DE BUZON - Av.Belaunde ESCALA: H=1:1 000; V=1:50 7.0 8.0 9.0 NIVEL DE SUB-RASANTE NIVEL DE TERRENO PERFIL DE BUZONES - Ca. Geranios ESCALA: H=1:1 000; V=1:50 5.0 6.0 NIVEL DE SUB-RASANTE NIVEL DE TERRENO PERFIL DE BUZONES - Av.Heroes ESCALA: H=1:1 000; V=1:50 cota inical tuberia llegada de tuberia B2 B3 B4 10.27 0.45 0.50 0.52 200 mm 200 mm 200 mm 1.68 2.15 2.88 1.20 9.99 9.71 10.27 10.24 9.96 9.44 11.68 11.82 11.42 12.07 NIVEL DE RASANTE i = 0.26 % 12.0 CT= 11.42 h= 1.20 CT = 10.27 CT= 11.68 h= 1.68 CT = 9.99 CT= 11.82 h= 2.15 CT = 9.71 CT= 12.07 h= 2.88 CT = 9.19 NIVEL DE RASANTE i = 0.56 % B1 B2 B3 B4 Distancia (m) Cota buzon tapa cota buzon de fondo altura de buzon i % tuberia 61.51 20.75 29.51 7.59 7.46 7.25 diametro de tuberia cota inical tuberia llegada de tuberia 7.96 0.60 0.67 0.65 800 mm 800 mm 800 mm 1.91 2.16 2.53 1.20 7.59 7.46 7.96 7.84 7.71 7.50 9.50 9.62 9.16 9.78 10.0 11.0 NIVEL DE RASANTE i = 0.70 % CT=9.16 h= 1.20 CF =7.96 CT= 9.50 h= 1.91 CF = 7.59 CT= 9.62 h= 2.16 CF = 7.46 CT= 9.78 h= 2.53 CF= 7.25 Distancia (m) Cota buzon tapa cota buzon de fondo altura de buzon i % tuberia 56.27 41.36 45.91 6.12 5.81 5.44 diametro de tuberia cota inical tuberia llegada de tuberia 6.55 0.75 0.80 0.76 400 mm 400 mm 400 mm 2.02 2.62 3.31 1.20 6.12 5.81 7.75 6.37 6.06 5.69 8.14 8.43 7.75 8.75 CURSO: DOCENTE: PLANO: UBICACION : UNIVERSIDAD PERUANA LOS ANDES ALAVI VALVERDE CARLOS PERFILES LONGITUDINALES DISEÑO EN CONSTRUCCION ALUMNOS : OCTUBRE 2013 FECHA: LAMINA : ESCALA: INDICADA PB-01 Ing. Fernando Paredes Leòn DISTRITO DE LURIN MARQUEZ PEREZ MAURICIO PLANO: HABILITACION URBANA "TOMAS DE AQUINO" JUAREZ VARGAS JHONNY 7.0 8.0 9.0 B1 B2 B3 B4 CT= 7.75 h= 11.91 CF = 6.55 CT=8.14 h= 2.02 CF =6.12 CT= 8.43 h= 2.62 CF = 5.81 CT=8.75 h= 3.31 CF = 5.44 FLUJO DE AGUA PRESINTO DE SEGURIDAD CONCRETO 175 Kg/cm2 NIPLE ESTANDAR CON TUERCA 1/2" D E T A L L E C A J A D E V A L V U L A .035 Ø .035 ESC. 1/10 SECCION B - B DETALLE DE CONEXION DOMICILIARIA DE AGUA POTABLE la linea de propiedad .75 mín. alineados respecto a DISTANCIA VARIABLE .60 12 10 13 3 2 B VEREDA O JARDIN SARDINEL PLANTA .10 .05 L E Y E N D A 9 8 7 6 5 4 3 2 1 CODO 1/2" x 45° MATERIAL GRANULAR TIPO CONFITILLO LLAVE DE PASO PVC 1/2" UNION PRESION ROSCA 1/2" PVC 1 14 B VARIABLE .25 .05 .05 ESC. 1/10 .20 .05 .05 ESC. 1/20 VARIABLE B CAJA DE VALVULA DETALLE LATERAL DE ESC. 1/20 B B PLANTA CORTE A - A Ø VARIABLE B 5 5 A B 5 A 5 ESC. 1/20 DINTEL .035 5 2 Ø1/2" c / lado 2 Ø1/2" c / lado DE TECHO DET. ARMADURA LOSA B B CONEXION DOMICILIARIA TIPICA DE AGUA POTABLE AGUA POTABLE TUBERIA Ø 110mm.-160mm. B= 2.00 m. A= .75 m. AGUA LIMITE DE PROPIEDAD CAJA DE MEDIDORE .60 x .40 Ø 1/2" A B DE Ø1/2" CONEXION SIMPLE ABRAZADERA CON DERIVACION 9 1 3 7 8 5 9 10 CODO 1/2" x 90° ABRAZADERA Ø1/2" PVC UNION UNIV. Y LLAVE COMPUERTA Ø1/2" - 1" OBLIGATORIO SU INST. POR EL PROPIETARIO TRANSICION 11 12 13 LLAVE CORPORATION 1/2" PVC 6 .075/.08 .05 .40 .025 .025 .025 .025 .087 .275 .087 .025 .025 .60 .05 .05 .05 .40 .05 .05 .10 .05 .05 .05 .10 .05 ORIFICIOS PASANTES Ø3/8" DETALLE FONDO CONCRETO ESC. 1/10 .05 .25 .60 .05 .087 .025 .275 .025 .087 .025 .13 .05 MORTERO TAPA DE FIERRO LIVIANO SECCION ESC. 1/10 FONDO f'c = 175 Kg/cm2 CUERPO Y TAPA f'c = 175 Kg/cm2 MORTERO 1 : 3 ESPECIFICACIONES TECNICAS Ø1/2" @.15 Ø1/2" @.15 Ø1/4" Ø1/4" @.05 @.05 - CONCRETO ESPECIFICACIONES TECNICAS BLOQUE DE ANCLAJE COMPONENTE LOSA DE APOYO DINTEL LOSA DE TECHO ACERO fy = 4200 Kg/cm2 CLASE DE CONCRETO 140 Kg/cm2 175 Kg/cm2 175 Kg/cm2 210 Kg/cm2 .40 .25 BASE DADO DE CONCRETO PLANTA C CAJA DE VALVULA ESC. 1/20 ELEVACION CORTE C - C ESC. 1/20 RED DE DISTRIBUCION Ø VARIABLE PVC C BASE DADO ACHAFLANADO DE CONCRETO VALV. COMPUERTA VALV. COMPUERTA CAJA DE VALVULAS mínimo ANCLAJE Ø1/2" NIV. VEREDA mínimo DETALLE DE GRIFO CONTRA INCENDIO 0.84 m 0.60 m 110 B A DIMENSIONES CAJAS DE VALVULAS Ø Ø 110 mm PVC Ø 110 mm PVC Ø 110 mm PVC Ø 110 mm PVC 16 EL CEMENTO A UTILIZAR SERA PORTLAND TIPO I (MS) 200 0.80 m 1.04 m .035 .035 .60 ELEVACION CORTE B - B .84 5 LOSA DE APOYO DE VALVULA ESC. 1/20 MATERIAL GRANULAR 5 TIPO CONFITILLO .035 Ø VARIABLE 5 1.5" .20 DINTEL DE CONC. ARMADO, 4 Ø 3/8" COMPUERTA VALVULA Cemento:arena Tarrajeo interior A ARMADO, 4 Ø 3/8" DINTEL DE CONC. ESPECIFICACIONES A Muro de ladrillo K-K .06*.12*.25 DEACUERDO A TECHO DE CONCRETO ARMADO 5 MARCO Y TAPA DE F°F° 8" x 8" N.T.N. ZANJA PARA TUBERIA Ø VARIABLE H RED GENERAL DE AGUA POTABLE a .30 Arenilla Arenilla Tubería P.V.C. Material Propio Øvariable 110 mm. 200 mm. 1.45 1.45 0.60 0.60 CUADRO ANCHO DE ZANJA Ø a H e 0.10 0.10 e N.T.N. ZANJA PARA CONEXION DOMICILIARIA 1.00m 0.30 m Arenilla Tubería P.V.C. Material Propio Ø 1/2" 0.05 m 11 14 NIPLE DE 1/2" 4 CURSO: DOCENTE: PLANO: UBICACION : UNIVERSIDAD PERUANA LOS ANDES JUAREZ VARGAS JHONNY RED DE DISTRIBUCION DE AGUA POTABLE DISEÑO EN CONSTRUCCION ALUMNOS : DICIEMBRE 2013 FECHA: LAMINA : ESCALA: 1 / 2500 RD-03 Ing. Fernando Paredes Leòn DISTRITO DE LURIN PLANO: HABILITACION URBANA "TOMAS DE AQUINO" ALAVI VALVERDE CARLOS MARQUEZ PEREZ MAURICIO 4 Ø 1/2" 4 Ø 1/2" 4 Ø 1/2" 1 Ø 5/8" + 1 Ø 1/2" 1 Ø 5/8" + 1 Ø 1/2" 1 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" ANILLOS 2 Ø 1/2" ARMADURA INFERIOR LOSA DE TECHO DET. BUZON TIPO A PROFUNDIDADES MENORES DE 2.50 m. DET. BUZON TIPO B PROFUNDIDADES MAYORES DE 2.50 m. HASTA UN MAXIMO DE 8.00 m. ANILLOS 2 Ø 1/2" ARMADURA SUPERIOR LOSA DE TECHO ARMADURA RADIAL Ø 5/8" ARMADURA CIRCULAR 2 Ø 5/8" PROFUNDIDAD MENOR DE 2.50 m. MARCO DE F°F° Y TAPA DE CONCRETO ARMADO LOSA DE TECHO f'c= 210 Kg/cm2 N.T.N. TARRAJEO FINO 1:2 ACABADO PULIDO CON PLANCHA METALICA MURO f'c= 210 Kg/cm2 MEDIA CAÑA f'c= 210 Kg/cm2 LOSA DE FONDO f'c= 210 Kg/cm2 25% 25% ELEVACION CORTE VERTICAL ANILLOS Ø1/2" CORTE VERTICAL ELEVACION LOSA DE FONDO f'c= 210 Kg/cm2 ANILLOS Ø1/2" TARRAJEO FINO 1:2 ACABADO PULIDO CON PLANCHA METALICA 25% 25% MEDIA CAÑA f'c= 210 Kg/cm2 MURO f'c= 210 Kg/cm2 N.T.N. MARCO DE F°F° Y TAPA DE CONCRETO ARMADO LOSA DE TECHO f'c= 210 Kg/cm2 PROFUNDIDAD MAYOR DE 2.50 m. HASTA MAXIMO 8.00 m. Dobla horizontalmente .12 V Ø3/8" @.25 H Ø1/2" @.20 LOSA DE FONDO f'c= 210 Kg/cm2 LOSA DE FONDO ARMADURA LOSA DE FONDO LOSA DE FONDO f'c= 210 Kg/cm2 V Ø3/8" @.25 H Ø1/2" @.20 10 Ø3/8" EN AMBOS SENTIDOS ARMADURA RADIAL ARMADURA SUPERIOR LOSA DE TECHO ANILLOS 2 Ø 1/2" Ø 5/8" ARMADURA CIRCULAR 2 Ø 5/8" Dobla horizontalmente .12 BUZON TIPO "A" BUZON TIPO "B" ARMADURA INFERIOR ANILLOS 2 Ø 1/2" LOSA DE TECHO 1 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 5/8" + 1 Ø 1/2" 4 Ø 1/2" 4 Ø 1/2" 4 Ø 1/2" 1 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" .25 .25 .12 .25 .25 .12 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 EL CEMENTO A UTILIZAR SERA PORTLAND TIPO I (MS) TODAS LAS ESQUINA Y ARISTAS VIVAS SERÁN REDONDEADAS. ACABADO FINO MORTERO CEMENTO ARENA 1:2 DE 1.5 cm. DE ESPESOR LAS SUPERFICIES INTERIORES DE MUROS Y MEDIAS CAÑAS SERAN ENLUCIDAS CON CONCRETO SIMPLE f'c= 210 Kg/cm2 (BUZON TIPO A) CONCRETO ARMADO f'c= 210 Kg/cm2 (BUZON TIPO B) CONCRETO ARMADO f'c= 210 Kg/cm2 (BUZON TIPO B) CONCRETO SIMPLE f'c= 210 Kg/cm2 (BUZON TIPO A) RECUBRIMIENTOS MINIMOS 3 cm. EN TECHOS RECUBRIMIENTOS MINIMOS 5 cm. EN MUROS ACERO fy = 4,200 Kg/cm2 ACERO - MEDIAS CAÑAS CONCRETO SIMPLE f'c= 210 Kg/cm2 CONCRETO ARMADO f'c= 210 Kg/cm2 - TECHO - MUROS - FONDO Ø160mm. 25% 5 5 5 25% VARIABLE 5 5 5 5 5 5 \Lø 1/4" \L1 - 1 .675 5 5 1 1 2 \L8 ø 1/4" \L2 - 2 5 2 5 .675 0,135 \LJALADOR ø 1/4" \L8 ø 1/4" 5 5 N.T.N. 0.60 TUB. Ø160mm. TAPA DE BUZONETA TUB. Ø160mm. BUZONETA CORTE DE BUZONETA DETALLE DE BUZONETA TIPO "A" CONCRETO SIMPLE f'c= 210 Kg/cm2 (BUZONETA) CONCRETO SIMPLE f'c= 210 Kg/cm2 (BUZONETA) CURSO: DOCENTE: PLANO: UBICACION : UNIVERSIDAD PERUANA LOS ANDES JUAREZ VARGAS JHONNY RED DE DISTRIBUCION DE DESAGUE DISEÑO EN CONSTRUCCION ALUMNOS : DICIEMBRE 2013 FECHA: LAMINA : ESCALA: 1 / 2500 RD-04 Ing. Fernando Paredes Leòn DISTRITO DE LURIN PLANO: HABILITACION URBANA "TOMAS DE AQUINO" ALAVI VALVERDE CARLOS MARQUEZ PEREZ MAURICIO

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, connections, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, mailboxes, plane, profiles, supply, treatment plant, wasserversorgung, water