Sewage System Map, Huaral, Peru DWG Block for AutoCAD

Sewerage system Huaral

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

Diameter of the, Pending the, Cover of, Quota fund, Diameter of the, Pending the, Cover of, Quota fund, Diameter of the, Pending the, Cover of, Quota fund, Perimeter area, Area: has, Perimeter: m.l., sheet, Faculty of Agricultural Engineering, scale:, date, Plant sewage system, flat, draft, legend, symbol, description, Pigeons, Curves, River, Drainage system atavillos bajo huaral, National university agraria la molina, Department of territorial organization sustainable development, Republic of Peru, November, Jr. Chocaly, Jr. Ana and, parade ground, Street rocks, Jr. good view, Jr. Pampas, Jr. Ranches, Jr. Bounce, Street, parade ground, Street rocks, Psje., Road huayopampa, Jr. Huamancocha, parade ground, school, church, concrete, To ptar, Members: aguilar eder chirre carlos guillen jorge nuñez javier, Teacher: ing. Pink miglio, Street, Jr.quick, Jr.añay, concrete

Raw text data extracted from CAD file:

\A1;LONGITUD(m): E:1/2000 DIAMETRO DE LA TUBERIA(MM) PENDIENTE DE LA TUBERIA(%) COTA TAPA DE BUZON(msnm) COTA FONDO DE BUZON(msnm) \Q1;51.7900 160 3.8600 2013.5000 2012.3000 19.4900 160 2.5600 2014 2012.8000 2011.5000 2010.3000 \A1;LONGITUD(m): E:1/2000 DIAMETRO DE LA TUBERIA(MM) PENDIENTE DE LA TUBERIA(%) COTA TAPA DE BUZON(msnm) COTA FONDO DE BUZON(msnm) \Q1;34.7000 160 2.8800 2011.0000 2009.8000 16.3400 160 12.2400 2012.0000 2010.8000 \Q1;30.8400 160 5.0300 2009.4500 2008.2500 \Q1;36.5900 160 3.1400 2010.0000 2008.8000 2011.1500 2009.9500 \A1;LONGITUD(m): E:1/2000 DIAMETRO DE LA TUBERIA(MM) PENDIENTE DE LA TUBERIA(%) COTA TAPA DE BUZON(msnm) COTA FONDO DE BUZON(msnm) \Q1;11.9700 160 12.5300 2015.0000 2013.8000 \Q1;9.5600 160 15.6900 2013.5000 2012.3000 2012.0000 2010.8000 16.7400 160 17.9200 2012 2010.8000 2009.0000 2007.8000 2012.0000 10.4600 160 19.1200 2009 2007.8000 13.9800 160 16.0900 2007 2005.8000 2004.7500 2003.5500 \Q1;50.1700 160 9.4700 2004.7500 2003.5500 2000.0000 1998.8000 AREA Y PERIMETRO AREA: 201.90 Has PERIMETRO: 6714.58 m.l. Lamina : PT-01 FACULTAD DE INGENIERIA AGRICOLA Escala: FECHA PLANTA SISTEMA DE ALCANTARILLADO 1/500 PLANO PROYECTO LEYENDA SIMBOLO DESCRIPCION Calicatas Curvas 0.1 Curvas 0.5 Rio SISTEMA DE ALCANTARILLADO – ATAVILLOS BAJOS – HUARAL E = 8378000 m E = 8378500 m 1995 1996 1997 1998 1999 2000 2000 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 E = 8747950 m 1981 1980 1979 1978 1982 1983 1984 1985 1986 1987 19888 1989 1990 1991 E = 8747700 E =8747750 m E = 8747800 m E = 8747850 m E = 8747900 m E = 300050 m E = 300100 m E = 300150 E = 300200 E = 300550 m E = 300300 m E = 300350 m E = 300050 m E = 300100 m E = 300150 E = 300200 E = 300250 m E = 300300 m E = 300350 m UNIVERSIDAD NACIONAL AGRARIA LA MOLINA DEPARTAMENTO DE ORDENAMIENTO TERRITORIAL Y DESARROLLO SOSTENIBLE REPUBLICA DEL PERU NOVIEMBRE 2012 JR. CHOCALY JR. AÑAY PLAZA DE ARMAS CALLE LAS ROCAS JR. BUENA VISTA JR. PAMPAS JR. RANCAS JR. QUICAR CALLE 1 CALLE 1 PLAZA DE ARMAS CALLE LAS ROCAS PSJE. S/N CARRETERA A HUAYOPAMPA JR. HUAMANCOCHA JR. HUAMANCOCHA PLAZA DE ARMAS E = 8747950 m E = 8747800 m E = 8747850 m E = 8747900 m E = 300000 m E = 300000 m E = 300000 m E = 300000 m E = 300000 m E = 300000 m COLEGIO IGLESIA C A B D D E F G H I 1 3 2 8 9 10 12 14 16 15 13 11 7 6 4 5 19 18 24 25 26 23 21 22 20 17 CONCRETO d 160mm L=11.97 m; S=12.53% CONCRETO d 160mm L=9.56 m; S=15.69% CONCRETO d 160mm L=16.74 m; S=17.92% CONCRETO d 160mm L=10.46m; S=19.12% CONCRETO d 160mm L=13.98 m; S=16.09% CONCRETO d 160mm L=50.17 m; S=9.47% CONCRETO d 160mm L=82.36 m; S=11.33% CONCRETO d 160mm L=9.92 m; S=3.52% CONCRETO d 160mm L=30.61 m; S=13.07% CONCRETO d 160mm L=30.84 m; S=5.03% CONCRETO d 160mm L=34.7 m; S=2.88% CONCRETO d 160mm L=13.36 m; S=19.84% CONCRETO d 160mm L=10.18 m; S=13.75% CONCRETO d 160mm L=14.32 m; S=14.66% CONCRETO d 160mm L=50.88 m; S=2.85% CONCRETO d 160mm L=56.02 m; S=2.86% CONCRETO d 160mm L=59.79 m; S=3.68% CONCRETO d 160mm L=36.06 m; S=2.77% CONCRETO d 160mm L=53.75m; S=1.95% CONCRETO d 160mm L=32.41 m; S=5.39% CONCRETO d 160mm L=55.1 m; S=4.08% CONCRETO d 160mm L=50 m; S=2.00% CONCRETO d 160mm L=18.02 m; S=11.09% CONCRETO d 160mm L=37.61 m; S=5.32% CONCRETO d 160mm L=36.53 m; S=5.47% CONCRETO d 160mm L=15.04 m; S=4.99% CONCRETO d 160mm L=14.3 m; S=6.99% CONCRETO d 160mm L=12 m; S=5.58% CONCRETO d 160mm L=51.79 m; S=3.86% CONCRETO d 160mm L=36.59 m; S=3.14% CONCRETO d 160mm L=16.34 m; S=12.24% CONCRETO d 160mm L=19.49 m; S=2.56% CONCRETO d 160mm L=12.63 m; S=10.29% CONCRETO d 160mm L=60.00 m; S=9.38% PTAR INTEGRANTES: AGUILAR SALAZAR, EDER CHIRRE ARTEAGA, CARLOS GUILLEN NOEL, JORGE NUÑEZ CORREA, JAVIER PROFESORA: ING. ROSA MIGLIO CALLE 1 2011.00 2011.50 2012.00 2012.50 2013.00 2013.50 2014.00 2014.50 2010.50 2 3 4 JR.QUICAR 2008.50 2009.00 2009.50 2010.00 2010.50 2011.00 2011.50 10 9 7 2012.00 2012.50 6 5 2010.00 2010.50 2011.00 2011.50 1 3 7 2012.00 2012.50 2013.00 2013.50 2014.00 2014.50 2015.00 2015.50 7 11 2011.00 2011.50 2012.00 2008.50 2009.00 2009.50 2010.00 2010.50 2008.00 2007.50 11 2008.50 2009.00 2008.00 2007.50 2007.00 2006.50 2006.00 2005.50 2005.00 2004.50 13 15 15 2004.00 2007.00 2005.00 2004.50 2004.00 2003.50 2003.00 2002.50 2002.00 2001.50 2001.00 2000.50 2000.00 1999.50 2009.50 2006.50 2003.50 1999.00 2009.00 2006.00 2003.00 1998.50 18 JR.AÑAY CONCRETO d 160mm L=60.00 m; S=9.38% CONCRETO d 160mm L=29.24 m; S=9.38% 27 28