Sewer Details DWG Detail for AutoCAD

Sewer Details

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

Picture frame. Fdo., Esc., cut, Footer cover Fdo.con charnella, diameter, plant, Charnella, Without pavement, Rounded edges, concrete, Fc, variable, Fc, Leave rough surface, concrete, Boot diameter, Inca Districts Town Hall, Santa barbara town center, Sewer system of the town center santa barbara caserios annexes, top, Section fo. Fdo., Esc., cut, plant, flat:, design:, scale:, Location:, General contractors srl, Typical mailboxes, Country: peru region: cajamarca province: cajamarca district: baños del inca locality: santa barbara, Indicated, date:, Pipe diameter, Mailboxes used according to pipe diameter, draft:, sheet, concrete, With concrete pavement, Cross-section of buzon, half, concrete, Fc, concrete, Circular, Leave rough surface, concrete, Fc, Projected mailboxes, Esc., variable, Fc, Detail of connection of frames covers, Frame cover, Cast iron, Kg., concrete, Fc, Cs.s.n.

Raw text data extracted from CAD file:

MARCO DE Fo. Fdo. ESC. 1:10 CORTE TAPA DE Fo. Fdo.CON CHARNELLA DIAMETRO = 0.60 PLANTA CHARNELLA 1 3/4″ SIN PAVIMENTO .15 BORDES REDONDEADOS .30 CONCRETO f’c =210 kg/cm2 VARIABLE .15 f’c =210 kg/cm2 DEJAR SUPERFICIE RUGOSA .60 .30 .15 .15 CONCRETO DIAMETRO BUZON 25-12-03 MUNICIPALIDAD DISTRITAL BAÑOS DEL INCA CENTRO POBLADO SANTA BARBARA SISTEMA DE ALCANTARILLADO DEL CENTRO POBLADO SANTA BARBARA Y CASERIOS ANEXOS TAPA = 0.584 SECCION MARCO Fo. Fdo. ESC. 1:10 CORTE 0.76 0.68 PLANTA 2.04 0.10 .071 .10 PLANO: DISEÑO: ESCALA: UBICACIÓN: UPI- CONTRATISTAS GENERALES SRL BUZONES TÍPICOS PAÍS:PERÚ REGIÓN:CAJAMARCA PROVINCIA:CAJAMARCA DISTRITO:BAÑOS DEL INCA LOCALIDAD:SANTA BARBARA INDICADA FECHA: 26″ a 32″ 34″ a 110″ DIAMETRO TUBO BUZONES A UTILIZARSE SEGUN DIAMETRO DE TUBERIA PROYECTO: 8″ a 24″ 1.20 1.50 1.80 2 LAMINA N\M+3A1C6: CONCRETO CON PAVIMENTO DE CONCRETO CORTE TRANSVERSAL DE BUZON (A-A) 1.20 .15 MEDIA CA\M+100D1A CONCRETO f’c =210 kg/cm2 f’c =210 kg/cm2 .15 CONCRETO 1.20 .15 .60 BRU\M+100D1A CIRCULAR DE 1/2″ DEJAR SUPERFICIE RUGOSA .30 CONCRETO f’c =210 kg/cm2 .10 .15 .15 .15 .60 .15 BUZONES PROYECTADOS .15 .15 1.20 1.50 ESC. 1:20 VARIABLE 1.20 .15 A f’c =210 kg/cm2 .15 1.20 DETALLE DE CONECCION DE MARCOS Y TAPAS TAPA Y MARCO DE FIERRO FUNDIDO DE 125 Kg. CONCRETO f’c =210 kg/cm2 .15 8″ C.S.N. A .15