Sewage Drain Network In One Family House, 2 Storeys DWG Block for AutoCAD

Installation of sewer home in two storey house

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

Inspection chamber detail, edification, Central University of Chile, Faculty of architecture urbanism landscape, Construction: sewage installation, Subject: sewage systems, Student: carvajal obreque, scale:, date:, Cdg ntn: cr: mts h: mts, Ci ntn: cr: mts h: mts, manifold, Ci ntn: cr: mts h: mts, Mts material pvc mm. Pend:, Ci ntn: cr: mts h: mts, manifold, Ci ntn: cr: mts h: mts, Cdg ntn: cr: mts h: mts, class, Unit of hydraulic equivalence, artifact, quantity, total, pure, natural, ground, Refined cement, Stucco cm., Emplantillado, H. variable, brick, Masonry, Handle mortar, Running cap, N.t.n., toilet, First level plant, Inspection chamber detail, Isometric sewer, Second level plant, Unit of hydraulic equivalence, Odorless detail

Raw text data extracted from CAD file:

Detalle Cámara de Inspección EDIFICACION v UNIVERSIDAD CENTRAL DE CHILE FACULTAD DE ARQUITECTURA URBANISMO Y PAISAJE OBRA: INSTALACION ALCANTARILLADO MATERIA: ALCANTARILLADOS ALUMNO: CARVAJAL _ OBREQUE ESCALA: 1/50 FECHA: 16/10/2012 wc Bo Bo wc Lo Lo wc Lp CDG NTN: 0.0 CR: -1,02 MTS H: 1,02 MTS CI 1 NTN: 0.0 CR: – 1.06 MTS H: 1,06 MTS Lv D V UD COLECTOR D V CI 2 NTN: 0.0 CR: – 2,32 MTS H: 2,32 MTS CI 3 NTN: 0.0 CR: -1.22 MTS H: 1.22 MTS L : 12,03 MTS MATERIAL _ PVC d 100 mm. PEND: 5 % L : 7,14 MTS MATERIAL _ PVC d 100 mm. PEND: 5 % L : 14,21 MTS MATERIAL _ PVC d 100 mm. PEND: 5 % L : 3,32 MTS MATERIAL _ PVC d 100 mm. PEND: 5 % L : 1,38 MTS MATERIAL _ PVC d 75 mm. PEND: 3% L : 4,66 MTS MATERIAL _ PVC d 75 mm. PEND: 5 % L : 4,05 MTS MATERIAL _ PVC d 100 mm. PEND: 3 % L : 4,52 MTS MATERIAL _ PVC d 100 mm. PEND: 3 % L : 1,52 MTS MATERIAL _ PVC d 75 mm. PEND: 3 % V V V CI 3 NTN: 0.0 CR: -1.57 MTS H: 1.57 MTS Lo wc Bo Lo V V V wc Lo Bo wc Lp Lv V COLECTOR CI 4 NTN: 0.0 CR: – 2,32 MTS H: 2,32 MTS CI 3 NTN: 0.0 CR: -1.57 MTS H: 1.57 MTS CI 2 NTN: 0.0 CR: -1.22 MTS H: 1.22 MTS CI 1 NTN: 0.0 CR: – 1.06 MTS H: 1,06 MTS CDG NTN: 0.0 CR: -1,02 MTS H: 1,02 MTS WC Lv BO LO CLASE 1 Unidad de Equivalencia Hidraulica ARTEFACTO LP CANTIDAD 3 1 3 2 3 3 3 2 1 1 TOTAL 9 3 6 2 3 23 PURO NATURAL TERRENO 340 Kg/cem/m3 AFINADO A CEMENTO ESTUCO e:1.0 cm. 0.15 EMPLANTILLADO 170 Kg/cem/m3 h. VARIABLE i:33% LADRILLO 255 Kg/cem/m3 ALBAÑILERIA DE MORTERO DE PEGA TAPA CORRIENTE 0.60 x 0.60 N.T.N. INODORO 13.5 14.5 30 25 PLANTA PRIMER NIVEL DETALLE CAMARA DE INSPECCION ISOMETRICA ALCANTARILLADO PLANTA SEGUNDO NIVEL Unidad de Equivalencia Hidraulica DETALLE INODORO