Garbage Dump, Closure And Leach Management System DWG Block for AutoCAD

Garbage Dump, Closure And Leach Management System DWG Block for AutoCAD

Open air municipal garbage dump. Closure and leach management system

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

July, dump area:, municipality of ospina, department of nariño, from the dump, Closing plan, draft:, contains:, confinguracion cuts, municipal mayor:, design, revised:, date:, horizontal scale:, flat no., luis eduardo rosales, path the apple tree, municipality of ospina, prop. daniel ascuntar, prop. putting together rose bushes, prop. ademelio alfaro, slope edge, foot batter, slope edge, foot batter, carreteable, dump access road, municipal dump, delta rising, slope edge, foot batter, via, close, references, level curve every mts, cut, cut, cut, cut, dump conformation, drawing:, July, area:, municipality of ospina, department of nariño, leachate treatment, Closing plan, draft:, contains:, system details, municipal mayor:, design, revised:, date:, unscaled, horizontal scale:, flat no., luis eduardo rosales, municipal dump, drawing:, detail reinforcement walls without scale, mesh e.s., Wall, cut, detail reinforcement walls plate without scale, joint construction, Wall, mortar, aerial plate, floor plate, mesh e.s., mesh e.s. cm, note: the walls thick plates will carry reinforcement of a single grid with mesh e.s., Note: all walls thick plates will be reinforced with electrowelded mesh in double separated cms a.c. c.a.c with a cms coating, of recirculation, return, the closed disposal area, kind, mass of confined garbage, cut zone layout, final coverage, ditch, in electrowelded mesh filled with rajon, piezometer, leached storage tank plant, leachate storage tank profile, inspection box, treatment tank, hp recirculation pump

Raw text data extracted from CAD file:

\A1;5.4 \A1;4.9 \A1;4.9 \A1;3.9 \A1;0,4 \A1;0,4 -608760.6605973991 -608760.6605973991 \A1;45.1 \A1;24.0 \A1;1.48 \A1;1.52 \A1;7.8 \A1;7.8 \A1;1.0 \A1;2.04 \A1;14.9 \A1;2.0 \A1;1,0 \A1;1,0 \A1;0,4 \A1;0,4 \A1;0,6 \A1;1,4 D1 JULIO - 2008 251,2M2 AREA BOTADERO: MUNICIPIO DE OSPINA DEPARTAMENTO DE NARIÑO DEL BOTADERO PLAN DE CIERRE PROYECTO: CONTIENE: CORTES Y CONFINGURACION ALCALDE MUNICIPAL: DISEÑO : REVISO: FECHA: 1: 200 ESCALA HORIZONTAL: PLANO No. LUIS EDUARDO ROSALES A VEREDA EL MANZANO A MUNICIPIO DE OSPINA PROP. DANIEL ASCUNTAR PROP. ARMANDO ROSALES D2 PROP. ADEMELIO ALFARO BORDE TALUD PATA TALUD BORDE TALUD PATA TALUD CARRETEABLE VIA DE ACCESO A BOTADERO 609140 N 609120 N 609100 N 609080 N 609060 N 946640 E 946660 E 946680 E 946700 E 946720 E 946740 E 946760 E BOTADERO MUNICIPAL 2910 2910 2908 2908 2906 2906 2904 2904 2902 2902 2900 2900 2898 2898 A A´ B C D B´ C´ C´ C O N V E N C I O N E S DELTA LEVANTAMIENTO BORDE TALUD PATA TALUD VIA CERCA Ref-1 REFERENCIAS CURVA DE NIVEL CADA 0.20 MTS CURVA DE NIVEL CADA 2.00 MTS 2897,5 2898,0 2898,5 2899,0 2899,5 2900,0 2900,5 2901,0 2901,5 2902,0 2902,5 2903,0 2903,5 2904,0 2904,5 2905,0 2905,5 2906,0 2906,5 2907,0 2907,5 CORTE A - A` 2897,5 2898,0 2898,5 2899,0 2899,5 2900,0 2900,5 2901,0 2901,5 2902,0 2902,5 2903,0 2903,5 2904,0 2904,5 2905,0 2905,5 2906,0 2906,5 2907,0 2907,5 CORTE B - B` 2897,5 2898,0 2898,5 2899,0 2899,5 2900,0 2900,5 2901,0 2901,5 2902,0 2902,5 2903,0 2903,5 2904,0 2904,5 2905,0 2905,5 2906,0 2906,5 2907,0 2907,5 CORTE C - C` 2897,5 2898,0 2898,5 2899,0 2899,5 2900,0 2900,5 2901,0 2901,5 2902,0 2902,5 2903,0 2903,5 2904,0 2904,5 2905,0 2905,5 2906,0 2906,5 2907,0 2907,5 CORTE D - D` 5 5 5 5 CONFORMACION BOTADERO DIBUJO: 5 5 5 5 5 5 5 5 5 5 JULIO - 2008 1427.35 M2 AREA: MUNICIPIO DE OSPINA DEPARTAMENTO DE NARIÑO TRATAMIENTO DE LIXIVIADOS PLAN DE CIERRE PROYECTO: CONTIENE: DETALLES SISTEMA DE ALCALDE MUNICIPAL: DISEÑO : REVISO: FECHA: SIN ESCALA ESCALA HORIZONTAL: PLANO No. LUIS EDUARDO ROSALES BOTADERO MUNICIPAL DIBUJO: DETALLE REFUERZO MUROS SIN ESCALA \A1;VAR D=\S3#8;" @ 15CM FY=40000PSI L1=25cm L2=25cm \A1;VAR D=\S3#8;" @ 15CM FY=40000PSI L1=50cm L2=25cm \A1;VAR D=\S3#8;" @ 15CM FY=40000PSI L1=25cm L2=25cm \A1;VAR D=\S3#8;" @ 15CM FY=40000PSI L1=50cm L2=25cm MALLA E.S. D335 MALLA E.S. D335 MALLA E.S. D335 MALLA E.S. D335 MALLA E.S. D335 MURO MURO MURO CORTE A - A´ DETALLE REFUERZO MUROS Y PLACA SIN ESCALA JUNTA CONSTRUCCIÓN JUNTA CONSTRUCCIÓN MURO MEDIACAÑA MORTERO 1:4 PLACA AEREA PLACA DE PISO \A1;VAR D=\S3#8;" @ 15CM FY=40000PSI L1=50cm L2=50cm MALLA E.S. D335 MALLA E.S. D335 MALLA E.S. D335 MALLA E.S. D335 \A1;VAR D=\S3#8;" @ 15CM FY=40000PSI L1=50cm L2=50cm MALLA E.S. D335: (3.35 cm2/m) E=15 cm db=8mm FY=40000PSI NOTA: LOS MUROS Y PLACAS DE ESPESOR 15.0 CMS, LLEVARÁN REFUERZO DE UNA SOLA PARRILLA CON MALLA E.S. D335 NOTA: TODOS LOS MUROS Y PLACAS DE ESPESOR 20 CMS, ESTARÁN REFORZADOS CON MALLA ELECTROSOLDADA D335 EN DOBLE PARRILLA, SEPARADAS 12.0 CMS C.A.C Y CON UN RECUBRIMIENTO DE 4.0 CMS A A´ \A1;BOMBA DE RECIRCULACION 2Hp \A1;VALVULA RETORNO \A1;A LA ZONA DE DISPOSICION CERRADA 1,0 1,0 0,4 0,4 \C256;FILTRO TIPO C\H1.5x; \C256;GAVION 1 X 1 X 21m MASA DE BASURA CONFINADA CORTE ZONA DE DISPOSICION COBERTURA FINAL CUNETA 0,6 1,4 \C256;CHIMENEA EN MALLA ELECTROSOLDADA RELLENA CON RAJON D= 0,5M PIEZOMETRO PLANTA TANQUE ALMACENAMIENTO LIXIVIADOS PERFIL TANQUE ALMACENAMIENTO LIXIVIADOS CAJILLA DE INSPECCIÓN CAJILLA DE INSPECCIÓN TANQUE DE TRATAMIENTO BOMBA DE RECIRCULACION 2 HP

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	air, assorted, autocad, block, dump, DWG, Garbage, management, municipal, open, system