Sanitation DWG Detail for AutoCAD

Sanitation DWG Detail for AutoCAD

DETAILS OF BOX

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

Sedan, Sedam huancayo s.a., Huancayo, Chilca, engineering area, Sedan, Huancayo s.a., date, Dpto., scale, Dist., place, Prov., Junin, the, Potable water service municipal sewerage, Approved, revised, designer, flat:, draft:, drawing. Cad, design, accumulated, sheet, dec, Aldo, Sustainable management of, flat, Engineering area, Liberators, Extension of sanitary sewerage network of the housing association aa.hh. The liberators huancayo, Ing. Ketty alvarado of the rock, Ing. Ernesto rye canto, Ing. Carlos meza mendez, first name, scale, Designer: rocio liliana soto rivera, Date, flat:, date:, Dig, scale:, study, Indicated, February, lime, D.E.P., You fell, sheet:, Prov., Dist., New imperial, Construction of the sewage system, Detail type II junction box, draft:, mayor:, Jorge a. Garcia quispe, District municipality of new imperial, Of the clutter annex, same, Lower depth, Angular profile, Cover fºfº, Pavement level, For equal smaller depths, reinforcement, both of them, Single-walled concrete walls f’c, Concrete data, Half-moon, Half reed, Sewer line, Enter, kind, comes out, Struct., Reinforced concrete, mailbox, inside diameter, For smaller depths of, ceiling, item, Fy, body, background, ceiling, Struct., variable, Simple concrete, armor, background, Slabs, Single concrete walls, armed, Struct., Reinforced concrete, mailbox, inside diameter, Up to a maximum of concrete walls, For greater depths, ceiling, item, Fy, body, background, ceiling, Struct., variable, Reinforced concrete, armor, background, Slabs, Greater depth, both of them, Angular profile, Cover fºfº, Pavement level, Enter, comes out, For greater depths, reinforcement, both of them, F’c reinforced concrete walls, Angular profile optional, reinforcement, hole, Kg weight, Angular profile optional, Concrete data, Half-moon, variable, tube, pipeline, Iso, Support bed, Stuff own material selected from loan on saturated land, Selected own material, In case of terrain, Saturated with water, T. Normal semi formal, T. rocky, Bell, tube, variable, tube, pipeline, Iso, Selected own material, In case of terrain, Saturated with water, binder, plant, scale, section, scale, Inspection letter, scale, Roof slab armor, scale, Bottom slab, scale, Plant cover fºfº, scale, cut, scale, Detail of the cap frame, scale, top, scale, Sewer line, Type ii, plant, scale, Roof slab armor, scale, Concrete data, Half-moon, Half reed, Concrete data, Half-moon, Inspection letter, scale, section, scale, Roof slab armor, scale, Piping installation, scale, Detail of pipeline under track, scale, Support bed, Stuff own material selected from loan on saturated land, Replenishment of, Sub base, base, Affirmed, variable, Designer: rocio liliana soto rivera, Date, flat:, date:, Dig, scale:, study, Indicated, February, lime, D.E.P., You fell, sheet:, Prov., Dist., New imperial, Construction of the sewage system, Detail, draft:, mayor:, Jorge a. Garcia quispe, District municipality of new imperial, Of the clutter annex

Raw text data extracted from CAD file:

0.20 0.60 0.20 0.20 0.20 1.20 . R0.30 0.20 0.40 0.60 100° 2.30 m 0.20 0.20 0.10 0.40 5 4 3 2 1 D 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 C B A G F E H H G F E D C B A sedam SEDAM HUANCAYO S.A. HUANCAYO CHILCA AREA DE INGENIERIA sedam HUANCAYO S.A. FECHA : DPTO. : ESCALA : DIST. LUGAR : : PROV. : JUNIN LOS SERVICIO DE AGUA POTABLE Y ALCANTARILLADO MUNICIPAL : : APROBO REVISO : PROYECTISTA PLANO: PROYECTO: : : : : DIBUJO. CAD DISEÑO ACUMULADO LAMINA N° DIC - 2007 Aldo Car_Le "POR UNA GESTION SOSTENIBLE DEL AGUA" 1 / 1 1:100 PLANO A01 AREA INGENIERIA LIBERTADORES AMPLIACION DE RED DE ALCANTARILLADO SANITARIO DE LA ASOCIACION DE VIVIENDA AA.HH. LOS LIBERTADORES - HUANCAYO ING. KETTY ALVARADO DE LA PEÑA ING. ERNESTO CENTENO CCANTO ING. CARLOS MEZA MENDEZ R0.30 R0.60 R = 0.80 R0.30 R0.75 R0.90 2.60 m 0.20 0.20 R0.30 0.10 0.40 0.20 0.60 0.05 0.20 0.20 . 0.30 0.20 1.50 0.40 0.60 0.10 0.25 0.25 D 0.05 C 0.10 0.25 D 0.25 Nombre Escala 1:100 1 2 3 E 4 5 6 7 D C B A 3 1 2 5 4 8 7 6 E PROYECTISTA: ROCIO LILIANA SOTO RIVERA D C B Date A PLANO: FECHA: DIG: ESCALA: 2G + A ESTUDIO indicada Febrero /2010 LIMA DEP. CAÑETE N° LAMINA: PROV. DIST. NUEVO IMPERIAL : : : CONSTRUCCION DEL SISTEMA DE ALCANTARILLADO DETALLE BUZÓN DE ALCANTIRALLADO TIPO II PROYECTO: ALCALDE: JORGE A. GARCIA QUISPE 2GR + A MUNICIPALIDAD DISTRITAL DE NUEVO IMPERIAL DEL ANEXO CALTOPILLA Bz-02 0.20 0.40 0.60 100° 0.40 0.60 h1 5 IGUAL A 3.00 m PROFUNDIDAD MENOR O F'C=175 Kg/cm2 5 F'c=175 Kg/cm2 S=2% h2 5 5 5 5 . PERFIL ANGULAR "L" 1" x 1" x 1/8" TAPA FºFº d 1/2" @ .10 d 1/2" @ .10 F'C=210 Kg/cm2 NIVEL DE PAVIMENTO PARA PROFUNDIDADES MENORES O IGUALES A 3.00m REFUERZO d1/2" (En ambos sentidos) a 0.12 F'c=210 Kg/cm2 R0.30 MUROS DE CONCRETO SIMPLE F'c = 175 Kg/cm2 F'c=175 Kg/cm2 DADO DE CONCRETO MEDIA LUNA DE BUZON 0.20 5 0.60 MEDIA CAÑA 100° F'c=175 Kg/cm2 BUZON DE ALCANTARILLADO 2.30 m INGRESA TIPO I SALE 0.20 0.20 0.10 0.40 A A S=2% ESTRUCT. h1 0.20 CONCRETO ARMADO BUZON 1.20m DIAMETRO INTERIOR PARA PROFUNDIDADES MENORES DE 1.75m TECHO ITEM F'y CUERPO FONDO TECHO ESTRUCT. 4200 Kg/cm2 VARIABLE -------------- 3d 1/2" CONCRETO SIMPLE ARMADURA FONDO LOSAS h2 0.20 MUROS DE CONCRETO SIMPLE 5 5 R = 0.80 ARMADO F'c=175 Kg/cm2 ESTRUCT. h1 0.20 CONCRETO ARMADO BUZON 1.20m DIAMETRO INTERIOR HASTA UN MAXIMO DE 8.00m MUROS DE CONCRETO PARA PROFUNDIDADES MAYORES A 3.00m TECHO ITEM F'y CUERPO FONDO TECHO ESTRUCT. 4200 Kg/cm2 VARIABLE 4d 1/2" 4d 1/2" CONCRETO ARMADO ARMADURA FONDO LOSAS h2 0.20 A 3.00m 5 h1 d1/2" A 0.12 5 F'c=175 Kg/cm2 PROFUNDIDAD MAYORES 5 5 h2 5 . d1/2" @ 0.20 d3/8" @ 0.20 5 F'c=175 Kg/cm2 5 5 d1/2" (En ambos sentidos) a 0.12 PERFIL ANGULAR "L" 1" x 1" x 1/8" TAPA FºFº F'C=210 Kg/cm2 NIVEL DE PAVIMENTO S=2% S=2% 2.60 m B B INGRESA SALE 0.20 0.20 PARA PROFUNDIDADES MAYORES A 3.00m REFUERZO d1/2" (En ambos sentidos) a 0.12 F'c=210 Kg/cm2 R0.30 MUROS DE CONCRETO ARMADO F'c = 175 Kg/cm2 0.10 F'C=175 Kg/cm2 0.40 5 5 5 1" x 1" x 1/8" PERFIL ANGULAR OPCIONAL ø 1/2" @ 0.125 REFUERZOS AGUJERO ø 3/4" 0,03 0,04 0,02 0,04 0,02 0,60 0,80 0,64 0,68 PESO = 125 Kg 1" x 1" x 1/8" PERFIL ANGULAR OPCIONAL C C F'c=175 Kg/cm2 DADO DE CONCRETO MEDIA LUNA DE BUZON 5 0.60 5 VARIABLE Ø TUBO 1.00 (MÍNIMO) TUBERIA PVC-UF ISO 4435 S-25 5 5 D CAMA DE APOYO 1° RELLENO MATERIAL PROPIO SELECCIONADO O DE PRÉSTAMO EN TERRENO SATURADO MATERIAL PROPIO SELECCIONADO O CONFITILLO EN CASO DE TERRENO SATURADO DE AGUA 5 C C= 0.10mts. T. NORMAL Y SEMIROCOSO C= 0.15mts. T. ROCOSO CAMPANA TUBO PVC-UF VARIABLE Ø TUBO 5 1.00 (MÍNIMO) TUBERIA PVC-UF ISO 4435 S-25 5 5 D MATERIAL PROPIO SELECCIONADO O CONFITILLO EN CASO DE TERRENO SATURADO DE AGUA Carpeta Asfáltica, e=2" PLANTA Escala :1/20 SECCION A-A Escala :1/20 BUZON DE INSPECCION Escala :1/20 ARMADURA LOSA DE TECHO Escala :1/20 LOSA DE FONDO Escala :1/20 PLANTA TAPA FºFº Escala :1/20 CORTE C-C Escala :1/20 DETALLE DEL MARCO Y TAPA Escala :1/20 TAPA Escala :1/20 BUZON DE ALCANTARILLADO TIPO II PLANTA Escala :1/20 ARMADURA LOSA DE TECHO Escala :1/20 F'c=175 Kg/cm2 DADO DE CONCRETO MEDIA LUNA DE BUZON 0.20 5 0.60 MEDIA CAÑA 100° F'c=175 Kg/cm2 DADO DE CONCRETO MEDIA LUNA DE BUZON 5 0.60 BUZON DE INSPECCION Escala :1/20 SECCION A-A Escala :1/20 ARMADURA LOSA DE TECHO Escala :1/20 INSTALACION DE TUBERIAS Escala :1/20 DETALLE DE TUBERIA BAJO PISTA Escala :1/20 0.05 CAMA DE APOYO 1° RELLENO MATERIAL PROPIO SELECCIONADO O DE PRÉSTAMO EN TERRENO SATURADO Reposición de Sub base Base AFIRMADO AFIRMADO h= Variable h= Variable 1 2 3 E 4 5 6 7 D C B A 3 1 2 5 4 8 7 6 E PROYECTISTA: ROCIO LILIANA SOTO RIVERA D C B Date A PLANO: FECHA: DIG: ESCALA: 2G + A ESTUDIO indicada Febrero /2010 LIMA DEP. CAÑETE N° LAMINA: PROV. DIST. NUEVO IMPERIAL Bz-01 : : : CONSTRUCCION DEL SISTEMA DE ALCANTARILLADO DETALLE BUZON DE ALCANTIRALLADO TIPO I PROYECTO: ALCALDE: JORGE A. GARCIA QUISPE 2GR + A MUNICIPALIDAD DISTRITAL DE NUEVO IMPERIAL DEL ANEXO CALTOPILLA

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, box, DETAIL, details, drain, DWG, kläranlage, Sanitation, treatment plant