Constructive Deatils Of Sewer DWG Detail for AutoCAD

Constructive details of swer system – Several details . Camras and pipes of inspection – Domiciliary connection

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

title, scale, Least mt., Average length, August, scale:, Indicated, flat:, date:, drawing:, topography:, address:, draft:, Revision address:, Revision supervision:, Ing. Percy soria galvarro, Concrete cover, Street level, Prefabricated hr ring, Gravure layer, sand, Concrete support, Gravure layer, section, plant, Pte., N. R., locking ring, Ground not removed, Projection input, Half reed, start, registry, start, registry, section, plant, Home connection, elbow, bonnet, Minimum slope, Ts pvc, manifold, sidewalk, road, Minimum depth mt., Pvc, private, Property, Inspection, camera, Property boundary, camera, Inspection, Ts pvc, Property boundary, Pvc, elbow, Pvc, Average length, section, plant, variable, Grill bars, Grill bars, section, plant, section, N.t., variable, screen, Grill bars, Bypass channel, entry, Comes from inspection chamber, departure, Go unit of treatment, Shallow cellar, Securing pivot, Go unit of treatment, Comes from inspection chamber, entry, departure, Securing pivot, Bypass channel, C.s., N.t., Inspection chamber, Perspective of splicing the network, Inspection pipe cleaning, Pvc variable collector according to the section, Elbow pvc, Pvc cap, Ts pvc, Variable pvc collector, Detail of typical ditches for collectors, N. R., Compacted common material, Sieved earth, Pvc variable pipe, Compact sieved earth, Puqui, Salines of g. Mendoza, Details, province., municipality:, community:, Ladislao cabrera, plane of:, Sanitary sewage system puqui

Raw text data extracted from CAD file:

TITULO ESCALA \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.24 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.04 \A1;0.05 \A1;0.10 \A1;0.15 \A1;1.00 \A1;Da3 \A1;d1.50 \A1;0.10 \A1;H=variable \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.60 \A1;0.12 \A1;0.75 \A1;0.12 \A1;1.00 \A1;1.50 \A1;De \A1;Da2 \A1;Da1 \A1;0.20 \A1;PROFUNDIDAD MINIMA 0.80 mt. \A1;45° \A1;d 6″ \A1;H=variable \A1;4.50 LONGITUD PROMEDIO \A1;4.50 LONGITUD PROMEDIO \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.15 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.05 \A1;h=variable \A1;variable \A1;0.30 \A1;B2 \A1;B\H0.75x;1 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;h=variable \A1;20° \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.15 \A1;0.10 \A1;variable \A1;0.15 \A1;0.25 \A1;0.20 \A1;53° \A1;0.10 \A1;0.30 \A1;0.30\U+2192d4′ 0.40\U+2192d6′ \A1;0.10 \A1;0.55 \A1;H=variable \A1;H=variable AGOSTO 2004 AL – 006 ESCALA: INDICADAS PLANO: FECHA: DIBUJO: TOPOGRAFIA: DIRECCION: PROYECTO: REVISION DIRECCION: REVISION SUPERVISION: Ing. Percy Soria Galvarro A A Tapa de concreto Nivel de calle Anillo de Hº prefabricado Capa de grava 5 5 5 5 5 5 5 Arena Apoyo de concreto Capa de grava d 150 mm 5 0.24 5 5 5 5 5 <> 5 5 5 d 150 mm SECCION A-A 1:20 PLANTA 1:20 A A 5% 5% 5% Pte. 5% Pte. 5% 5 5 5 <> 5 5 5 5 5 5 5 5 N. R. Anillo de cierre H°A° H°C° Terreno no removido H°S° 5 Proyección entrada De Da2 Da1 H-15° MEDIA CAÑA 5 INICIO REGISTRO INICIO REGISTRO Da3 d<> 5 SECCION A-A 1:15 PLANTA 1:15 H=variable A CONEXION DOMICILIARIA Codo 45º A Sombrerete Sombrerete Pendiente minima 2% Pendiente minima 2% TS PVC d 4″ Colector Acera Calzada PROFUNDIDAD MINIMA 0.80 mt. 5 d 6″ PVC d 4″ PVC d 4″ PVC d 6″ Privado Predio de Inspección Cámara Límite predial Cámara de Inspección TS PVC d 4″ Límite predial Límite predial PVC d 4″ Codo 45º PVC d 4″ H=variable 4.50 LONGITUD PROMEDIO 4.50 LONGITUD PROMEDIO SECCION A – A 1:20 PLANTA 1:20 variable 5 5 5 5 5 5 5 5 5 B B A A B\Fisocp.shx|c0;\H0.75x;1=\H1.333x;6″=\Fisocp.shx|c1;0.\Fisocp.shx|c0;30\Fisocp.shx|c1;m B\H0.75x;2\H1.333x;=\Fisocp.shx|c0;0.1524m B2 B\H0.75x;1 Reja 7 Barras d 5/16″ 5 5 Reja 7 Barras d 5/16″ (Separaciones c/3cm) SECCION A – A 1:10 PLANTA 1:10 SECCION B-B 1:10 5 5 5 5 h=variable N.T. 5 5 5 5 5 5 5 5 5 5 5 5 5 variable 5 5 Pantalla Pantalla Reja 7 Barras d 5/16″ h=variable 5 Canal ByPass Canal ByPass Canal ByPass 5 Ingreso Viene de Cámara de Inspección Salida Va a Unidad de Tratamiento CAMARA DE REJAS SUPERFICIAL 5 Pivote de Sujeción Pivote de Sujeción Va a Unidad de Tratamiento Viene de Cámara de Inspección Ingreso Salida Pivote de Sujeción Canal ByPass C.S. N.T. 5 CS 3792.20 CT 3793.00 d 6 S = 1.01% CAMARA DE INSPECCION CONFLUENCIA/INICIO PERSPECTIVA DE EMPALME A LA RED TUBERIA DE INSPECCION Y LIMPIEZA (TIL) Colector PVC d variable de acuerdo al tramo Codo 45° PVC d 4″ Sombrerete PVC d 4″ TS PVC d 4″ Colector PVC d Variable DETALLE DE ZANJAS TIPICAS PARA COLECTORES 0.30\U+2192d4′ 0.40\U+2192d6′ 5 5 H=variable H=variable N. R. Material común compactado Tierra cernida Tubería PVC d Variable Tierra cernida compactada PUQUI SALINAS DE G. MENDOZA DETALLES PROVINCIA. MUNICIPIO: COMUNIDAD: LADISLAO CABRERA PLANO DE: SISTEMA DE ALCANTARILLADO SANITARIO – PUQUI