General Plan Sanitary Sewer System DWG Plan for AutoCAD

PLAN SEWAGE NETWORK FOR FRACTIONATION 50 ha

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

transmitter, Symbology, Atarjea head, Subcollector section, Collector section, Stretch of atarjea, sheet:, Fractionation: ranch, David cuevas panduro, Date of: March, scale:, General plan of the network, Fractionation of type density, Sanitary engineering, University of colima faculty of civil engineering, civil Engineering, Project data, Population of project: endowment: contribution: minimum expenditure: average expenditure: maximum instantaneous expenditure: maximum maximum expenditure: harmon coefficient security coefficient linear density total network length:, Common visit well, Well with fall, Box of fallen ado, Length pendant diameter, Elevation of template, Elevation of ground, Well nomenclature, Quantities of pipe diameter length cm cm cm

Raw text data extracted from CAD file:

EMISOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 109.36 110.46 108.34 109.44 106.45 107.87 106.20 107.63 105.40 106.50 105.58 106.68 105.77 106.87 105.44 106.85 105.18 106.80 104.81 106.00 105.04 106.19 105.19 106.29 104.08 105.38 103.57 104.87 103.24 102.71 104.03 107.60 108.93 107.47 104.67 106.39 104.63 106.15 104.84 106.21 105.32 106.66 104.43 105.62 104.18 105.28 103.90 105.34 104.70 105.80 105.67 106.77 106.38 108.00 106.50 107.84 105.61 107.00 105.50 106.82 105.05 104.19 105.29 103.69 104.79 102.99 104.77 103.81 103.81 105.00 103.13 104.85 102.54 102.92 104.02 103.69 104.79 104.58 105.74 104.67 106.00 104.81 106.21 104.43 105.75 104.07 105.58 103.90 105.00 103.12 104.22 102.36 103.46 103.27 102.39 103.51 102.86 103.96 102.02 103.12 101.89 103.06 101.52 102.95 101.65 102.75 102.22 103.32 103.22 104.49 103.70 104.91 103.90 105.00 102.68 104.00 102.67 104.07 102.24 103.77 101.77 102.87 100.12 101.94 100.90 102.00 101.28 103.03 101.18 102.28 99.37 101.07 102.11 101.81 102.91 101.90 103.00 100.90 102.00 100.21 101.31 98.48 100.75 99.60 101.00 100.62 101.72 109.67 110.77 103.77 104.87 102.88 101.77 102.87 100.90 102.00 98.80 99.22 100.58 99.52 100.71 99.88 100.98 100.10 101.20 100.37 101.47 102.00 103.10 62.77-32.5-20 126.61-4-20 62-12-20 118-6-20 62-10-20 118-7.29-20 75-6.67-20 131-5.88-20 63-8.89-20 119-4-20 62-5.8-25 62.01-10-20 62.01-18-20 75.01-14-20 63.01-10-20 62.01-11.83-20 59.3-15-20 9.6-4-20 95.63-9.08-20 100.87-8.62-20 47.1-5.9-20 118.95-6.05-20 84.96-8-20 55-20.9-25 76.15-4-20 24.5-20.8-25 89.53-4-20 98.98-4.95-20 116.53-4-20 79.87-4-20 67.8-4-20 68.9-4-20 82.02-5-20 50.88-15-20 92.15-11.07-20 36.4-23.9-20 118-8-20 62-13.81-20 118-8.22-20 62-8.23-20 131-4-20 75-9.95-20 119-6-20 63-5.24-20 118-4-25 63-21.27-25 118-5-20 75-6-20 118-7-20 62-7-20 119-4-20 62-4-20 118-10-20 62-4-20 20.5-15-20 118-13-20 131-5-20 34.79-6.9-20 119-4-20 62-6.45-20 119-4-20 131-4-20 131-4-20 118-4-20 82.81-4-20 126.06-4-20 48.18-5.91-20 94.1-4-20 118-4-20 118-4-20 125.54-4-20 124.47-4-20 62-8-20 118-4-20 119-4-20 118-4-20 116.19-4-20 83-4-20 118-6.02-20 118-7.54-20 118-4-20 123.28-4-20 122.09-4-20 63-4-20 118-4-20 118-6.61-20 63-9.05-20 63-4.66-20 131-5.8-20 118-4-20 63-6-20 55.11-4-20 121.02-4-20 62-4-20 118-5-20 118-8.51-20 62-14.52-20 62-6-20 131-4.35-20 62-11.45-20 119-6-25 118-4-20 62-8-20 118-4-20 62-7.97-20 60.78-4-20 118-4-20 62-14-20 62-12-20 118-4-20 62-7.26-20 131-7.1-20 62-11-25 119-4-20 62-8.39-20 118-4-20 62-4-20 38.1-39.6-20 6211.42-20 119-4-20 62-12.1-25 131-7.94-20 118-6.78-20 62-12.21-20 62-6.29-20 118-4-20 62-16.45-20 62-8.52-20 118-5.85-20 131-8-20 62-14.4-25 62-12.9-20 42.85-12-20 106.42 104.69 30.5-4-20 106.61 105.51 106.00 105.12 104.32 103.95 103.42 101.43 101.01 99.97 100.81 100.84 102.20 103.11 104.19 105.03 106.53 104.92 104.14 105.02 103.42 105.11 104.52 107.12 108.57 101.88 103.67 104.90 103.90 102.99 103.43 103.21 102.21 103.70 102.49 102.36 101.53 101.88 101.42 101.65 103.60 107.80 106.73 105.86 105.06 104.63 99.16 102.92 103.98 102.64 99.90 102.92 105.09 104.79 105.69 102.98 104.18 102.76 101.90 100.80 103.70 102.99 104.28 100.42 102.91 103.77 99.62 97.97 96.82 75-6-20 75-6-20 62-4-20 62-5.19-20 62-4-20 62-10.72-20 62-9.3-20 62-10-20 62-14.74-20 75-4-20 75-10.96-20 62-7.84-20 105.56 104.05 106.15 104.95 104.00 SIMBOLOGIA Cabeza de atarjea Tramo de subcolector Tramo de colector Tramo de atarjea 2 Lámina: FRACCIONAMIENTO: \H2.051x;EL RANCHO DAVID CUEVAS PANDURO FECHA: \fVerdana|b0|i0|c0|p34;\H1.5x;2 DE MARZO DE 2012 ESCALA: \W7.30691; 1:1800 PLANO GENERAL DE LA RED FRACCIONAMIENTO HABITACIONAL, UNIFAMILIAR, DE DENSIDAD MEDIA, TIPO H3-U INGENIERIA SANITARIA UNIVERSIDAD DE COLIMA \H0.75x; FACULTAD DE INGENIERIA CIVIL T T T T A A A A C C C C L L L L U U U U F F F F D D D D E E E E D D D D A A A A INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL INGENIERIA CIVIL DATOS DE PROYECTO Poblacion de Proyecto: Dotacion: Aportacion: Gasto Minimo: Gasto Medio: Gasto Maximo Instantaneo: Gasto Maximo Extraordinario: Coeficiente de Harmon (M): Coeficiente de Seguridad (Cs): Densidad Lineal (DL): Longitud Total de la Red: 7250habs 290LHD 232LHD 9.73LPS 19.47LPS 60.19LPS 90.29LPS 3.09 1.50 0.573 hab/m 12660.97m Pozo de visita común Pozo con caida Caja de caida adosada a poso de visita Longitud – Pendiente – Diametro (m) (miles) (cm) 118-4-20 183.60 185.00 Elevacion de plantilla Elevacion de terreno 1 Nomenclatura de pozo 100.45 Cantidades de Tuberia ____________________ \H0.7663x; DIAMETRO LONGITUD 38 cm 690.98 m 25 cm 627.54 m 20 cm 12033.42 m 105.03 106.44 105.34 104.34 N T O R N E E 118-4-20