Sewage Networks DWG Block for AutoCAD

Installation of sewage. Planimetria – Cortes – Specifications

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

length, material, Radier, diameter, pending, Street cross profile, Quotas, Distances, partial, Accumulated, ground, Radier, Street longitudinal profile, Official, Road, passage, Street, Longitudinal avenue, Street, C.i., Ct cre crs, C.i., Ct crs, C.i., Ct crs, C.i., Ct cre crs, C.i., Ct crs, C.i., Ct crs, C.i., Ct crs, C.i., Ct crs, C.i., Ct crs, Pvc, Pvc, C.i., Ct crs, C.i., Ct crs, Official, Road, Andean waters s.a., Irrigation drinking water project sewage networks loteo longitudinal hydraulic works sanitary table details, Projected by: miguel carrasco ing. Inacap constructor, Developer petitioner: carlos argomedo civil builder inacap, Andean waters approval, Fernando reyes schlomit peralta engineer reviewer engineer chief expansion unit cristian peña business unit, Andean project nº, Plan # of, date:, Pipe frame, material, Mm diameter, length, supply, Pvc class, total, Projected pipe, Projected inspection chamber, Existing pipe, Symbology box, Inspection camera box, C.i no, Radier type, Diameter channel, Camera height, Nº escalines, Cap type, road, road, length, material, Radier, diameter, pending, Cross-sectional profile, Quotas, Distances, partial, Accumulated, ground, Radier, Street longitudinal profile, length, material, Radier, diameter, pending, Street cross profile, Quotas, Distances, partial, Accumulated, ground, Radier, Street longitudinal profile, Official, Road, Official, Road, Drinking water pipe pvc mm, Pvc wastewater pipe type mm, Pvc pipe, Pipe pvc class, Longitudinal lot

Raw text data extracted from CAD file:

Longitud Material Radier Diametro Pendiente Perfil Transversal Calle 5 1.92 2.48 200mm 200mm 200mm 0.010 0.005 0.005 50 51 51.01 Cotas Distancias Parcial Acumulada Terreno Radier 1.40 2.20 200mm a – 3 b – 2 a – 10 a – 3 0 50 101 152.01 450 450 450 450 Perfil longitudinal Calle 5 \A1;3,5 \A1;3,5 \A1;2 \A1;2 \A1;0,5 \A1;3,5 \A1;3,5 \A1;2 L.Oficial L.Oficial \W1.95885; Eje calzada \W3.81599; Calle 1 \A1;2.35 \A1;1.10 \A1;1.40 \A1;1.10 Pasaje 1 Pasaje 2 Pasaje 3 Calle 4 Calle 2 Calle 1 Avenida Longitudinal 1 Calle 5 Calle 3 C.I. Nº6 CT = 420,00 CRe = 418.04 CRs = 418.02 H = 1.98 C.I. Nº5 CT = 420,00 CRs = 418.51 H = 1.49 C.I. Nº8 CT = 420,00 CRe1= 417.79 CRe2= 417.79 CRs = 417.77 H = 2.23 C.I. Nº2 CT = 420,00 CRe = 418.35 CRs = 418.33 H = 1.67 C.I. Nº4 CT = 420,00 CRe1= 417.82 CRe2= 417.82 CRs = 417.80 H = 2.20 C.I. Nº11 CT = 420,00 CRe1= 417.42 CRe2= 417.42 CRs = 417.40 H = 2.60 C.I. Nº10 CT = 420,00 CRe1= 417.54 CRe2= 417.54 CRe3= 417.54 CRs = 417.52 H = 2.48 C.I. Nº7 CT = 420,00 CRs = 418.26 H = 1.74 C.I. Nº9 CT = 420,00 CRs = 418.00 H = 2.00 1 2 1 2 3 1 2 1 2 PVC C-1 D=200mm L=74,0m i= 0.010 PVC C-1 D=200mm L=74.0m i= 0.010 PVC C-1 D=200mm L=45.0m i= 0.005 PVC C-1 D=200mm L=46.75m i= 0.010 PVC C-1 D=200mm L=46.75m i= 0.010 PVC C-1 D=200mm L=46.01m i= 0.010 PVC C-1 D=200mm L=51.0m i= 0.010 PVC C-1 D=200mm L=51.01m i= 0.005 PVC C-1 D=200mm L=46.0m i= 0.005 PVC C-1 D=200mm L=20.0m i= 0.005 1 2 PVC C-I D=250mm L=127.50m i= 0.005 PVC C-1 D=250mm L=57.01m i= 0.005 C.I. Nº1 CT = 420,00 CRs = 419.09 H = 0.91 C.I. Nº3 CT = 420,00 CRs = 418.56 H = 1.44 L.Oficial L.Oficial \W1.95885; Eje calzada \W3.81599; Calle 1 AGUAS ANDINAS S.A. AGUA POTABLE DE RENCA PROYECTO DE REDES DE AGUAS SERVIDAS LOTEO LONGITUDINAL OBRAS CIVILES, HIDRÁULICAS Y SANITARIAS CUADRO Y DETALLES \W5.15464; PROYECTADO POR: MIGUEL CARRASCO Ing. constructor INACAP \W5.15464; PETICIONARIO URBANIZADOR: CARLOS ARGOMEDO Constructor civil INACAP \W5.15464; APROBACION AGUAS ANDINAS FERNANDO REYES SCHLOMIT PERALTA Ingeniero revisor Ingeniero Jefe \W6.44330; unidad de expansión \W5.15464; CRISTIAN PEÑA \W6.44330; Unidad comercial PROYECTO AGUAS ANDINAS Nº PLANO Nº 2 DE 2 FECHA: 06-07-2012 Cuadro de tuberia Material Diametro mm Longitud m Suministro m PVC clase I TOTAL 500.51 500.51 500.51 500.51 200 Tubería Proyectada Cámara de Inspección Proyectada Tubería Existente Cuadro de Simbologia Cuadro de Camara de Inspección C.I nº Tipo y Radier Diametro Canaleta Altura (m) camara Nº escalines Tipo tapa 1 2 3 4 5 6 7 8 9 10 11 b-1 200 1.16 3 calzada a-2 b-1 a-3 b-1 a-2 a-1 a-3 a-1 a-22 a-3 200 200 200 200 200 200 200 200 200 200 calzada calzada calzada calzada calzada calzada calzada calzada calzada calzada 1.92 1.44 6 4 7 5 6 5 7 6 8 8 2.20 1.49 1.98 1.74 2.23 2.00 2.48 2.60 Longitud Material Radier Diametro Pendiente Perfil Transversal Calle1 1.23 2.60 200mm 200mm 200mm 0.005 0.005 0.005 45 46 20 Cotas Distancias Parcial Acumulada Terreno Radier 1.98 2.48 200mm a – 3 b – 2 a – 3 a – 25 0 45 91 111 420 420 420 420 Perfil longitudinal Calle 1 Longitud Material Radier Diametro Pendiente Perfil Transversal Calle 4 2.20 200mm 200mm 0.010 0.005 51 51.01 Cotas Distancias Parcial Acumulada Terreno Radier 1.67 2.48 a – 3 b – 2 a – 25 0 51 102.01 420 420 420 Perfil longitudinal Calle 4 L.Oficial L.Oficial \W2.23005; Eje calzada \W4.08720; Calle 1 L.Oficial \W1.94423; Eje calzada \W3.80137; Calle 1 5 5 5 5 5 5 5 5 5 5 5 5 Tuberia de agua potable PVC C10 D= 110 mm Tuberia de aguas servidas PVC Tipo I D= 200 mm Tuberia AS PVC C-I D=200mm Tuberia AS PVC C-I D=200mm Tuberia AP PVC Clase 10 D=200mm Tuberia AP PVC Clase 10 D=200mm \W8.27692; LOTEO LONGITUDINAL \W7.94444; Escala 1:100