Landfill, Use Of Geotextile And Geomembrane DWG Block for AutoCAD

Landfill, Use Of Geotextile And Geomembrane DWG Block for AutoCAD

Landfill; distribution of geotextile and geomembrane

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

Magenta, Blue, White, Yellow, Network, Pen width, Green, Cyan, Color, Pen nº, N.m., section, Scale, Incl .:, Mm perforated tube, Mm perforated tube, Mm perforated tube, Mm perforated tube, Mm perforated tube, Mm perforated tube, Mm perforated tube, Geotextile nt, Connection of the, Perforated pipe, Geotextile nt, Collector, Main, Drainage, Secondary drainage, Collector box, Of the drainage scale, Of the cessations, Division axis, Variable, Drainage tube, Length without scale, Gravel stone chancada, Geotextile nt, Compacted clay, Drainage tube, Geomembrane HDPE, Trash, Of the litters, Axis of the secondary drainage pipe, Collector inspection box, Sense of flow, Tilt divider, Inclination of the plane, Chimneys, Axis of the main drainage pipe, Collector tube shaft, Selected gravel, Horseshoe road, Parking, Swallow, Warehouse, Sense of, Tijeral, Office, Room, Bedroom, Kitchen, Dining room, Flattened floor cement, Floor cement with red ocher, Flattened floor cement, Floor machiembrado, Control booth, Elevated reservoir plant, Volume, Lavatory, Existing basement limit, Level curves, Altitude m.s.n.m., Season, Asserted trail, Donated edge, Wall with filling, House, Coord. U.t.m., Legend, section, Esc., Plant, Esc., Elevation, Esc., Plant, Esc., Elevation, Esc., Of rain drainage, Section type of gutter, Esc., Section type, Of retaining wall, Scale, Chimneys, Drainage collecting drain, Isometry filling process, Geomembrane, Stuffed with material, Selected, Wooden supports, Plant, Cut, Esc., Esc., Detail of spinal cord, Scissors, Esc., Control booth, Plant, Control booth, Esc., Foundation, Roof plant, Esc., Control booth, Lintel, Pl eternit, Esc., Elevation, Control booth, Npt., Esc., Overcrowding of p.m. Max, Foundation of p. G. Max, Concrete, Permissible charge, Coatings shoes, General specifications, Reinforcement steel, S.c. Lightened, Columns, Beams, Cms, Cms, Header, Esc., section, Drain collector header, Profile, Esc., Collector’s drain, Selected gravel, Selected gravel, Rain drainage, Of retaining wall, Detail on the floor, Esc., Esc., Field for collection of recycled products, Uprising, Field for collection of recycled products, Plant, Esc, Detail, Slab of concrete, Of sedimentation of, Esc., Plant, Of sedimentation of, Cut, Esc., Cut, Esc., Humasuyo peasant community, Estate heirs family bravo, Humasuyo peasant community, Horseshoe road, Drain main collector pipeline, Parking, Swallow, Warehouse, Sense of, Tijeral, Office, Room, Bedroom, Kitchen, Dining room, Flattened floor cement, Floor cement with red ocher, Flattened floor cement, Floor machiembrado, Control booth, Elevated reservoir plant, Volume, Lavatory, Storage area of, Recycled products, Esc., Cut, Of sedimentation of, Inch pipe, Anaerobic reaction well, Filling area, Of waste, Hospitable, Chimneys, Earth dock, Volume, The dike of, Stuffing material, Cuneta de, Rain drainage, Volume, Elevated reservoir plant, Esc., Volume, Elevated elevation elevator, Esc., Volume, Waterproof, Mantle, Compaction cells, Isometry, Esc., Of stone, Cyclopean concrete, High reservoir cut, Chimneys, Secondary drainage, Drainage pipeline screened, Sedimentation pool of leachate, Control booth, Retaining wall, platform area for cells, Weighing scale location, Water tank, Storm drainage duct, Warehouse, Sense of, Tijeral, Office, Room, Bedroom, Kitchen, Dining room, Flattened floor cement, Floor cement with red ocher, Flattened floor cement, Floor machiembrado, Design filling operation, Sanitary cancharani puchero, R.v.a., Ing Arturo montesinos balladares, Ing Hugo rodríguez benavides, Date:, May of, Note:, Cad:, Elaboration:, Revised:, Approved:, Lamina nro., Area of ​​study:, Study:, Plane:, General distribution, Municipality, Care, Usaid, Muse, Scale:, Technical secretary ciimsa, Education development, Research center, Of punch, Works of art details, Sanitary cancharani puchero, Design filling operation, May of, Ing Hugo rodríguez benavides, Ing Arturo montesinos balladares, Approved:, Revised:, Elaboration:, Cad, Date:, Note:, Ing Arturo montesinos balladares, R.v.a., Plane:, Study:, Area of ​​study:, Lamina nro., Scale:, Muse, Usaid, Care, Municipality, Research center, Education development, Technical secretary ciimsa, Of punch, Indicated, Piezometer, Leachate reception box, Retaining wall, platform area for cells, Compacted clay, Trash, Natural terrain, The use of amanco products., Responsibility for the calculations plans, These have only character, Informative looking to optimize, Do not assume any, All dimensions are in unless the opposite is indicated., Blk, The

Raw text data extracted from CAD file:

Magenta 130 Blue White Yellow Red 07 130 07 07 07 07 0.60 0.10 0.80 0.40 0.30 0.30 Pen Width Green Cyan Color Pen nº 07 07 0.20 0.00 10 10 0.40 126 126 0.10 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;204.95 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;105.57 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;Variable \A1;45° \A1;0.50 \A1;0.50m N.M. N.M. N.M. \A1;.25 \A1;0.70 \A1;.79 \A1;.25 \A1;0.70 \A1;.79 5.75 1.50 4.00 1.50 5.75 1.50 4.00 2.50 8,00 2,50 8,00 \A1;.25 \A1;0.70 \A1;.79 \A1;.25 \A1;0.70 \A1;.79 18,5 8 10 1.70 .15 .15 2.00 1.60 1.00 4.00 0.20 1.80 0.20 1.80 0.60 0.60 0.25 0.25 0.20 \A1;.30 \A1;.55 \A1;.10 \A1;.40 \A1;.15 1.50 0,30 5.75 1.50 4.00 1.50 5.75 1.50 4.00 1.20 0.25 0.25 0.40 0.40 0.40 0.40 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.10 \A1;1.20 \A1;0.10 \A1;2.30 \A1;0.75 \A1;0.60 \A1;1.40 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.20 0.20 1.50 2.50 1.60 1.35 1.35 1.30 0.20 0.20 5.00 \A1;4.30 \A1;4.30 \A1;0.15 \A1;1.00 \A1;2.00 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.55 \A1;2.00 \A1;0.55 \A1;0.15 \A1;1.04 \A1;1.04 \A1;1.04 \A1;0.15 \A1;4.00 \A1;0.15 \A1;4.30 \A1;4.00 \A1;4.00 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.40 \A1;0.30 \A1;.15 \A1;0.90 \A1;2.40 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.60 \A1;1.00 0,70 0,70 8,00 2,50 8,00 4 6 15,5 0,05 0.05 2.50 2.50 0,15 3,40 0.20 0.20 0.20 4.00 3,40 1,50 \A1;4.36 1 2 4 3 5 6 SECCION 1-1 1 2 3 5 4 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4040.00 4005.00 4030.00 4035.00 4030.00 4035.00 4045.00 4025.00 4020.00 4015.00 4010.00 Escala 1:750 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8383N 383E d 100 mm d 100 mm d 150 mm INCL.: 1,00% INCL.:0,50 % TUBO Ø 150 mm ( PERFORADO ) TUBO Ø 100 mm ( PERFORADO ) INCL.:0,50 % TUBO Ø 100 mm ( PERFORADO ) INCL.:0,50 % TUBO Ø 100 mm ( PERFORADO ) INCL.:0,50 % TUBO Ø 100 mm ( PERFORADO ) INCL.:0,50 % TUBO Ø 150 mm ( PERFORADO ) INCL.:0,50 % TUBO Ø 100 mm ( PERFORADO ) INCL.:0,50 % TUBO Ø 150 mm ( PERFORADO ) A A Geotextil NT 2000 Conexión de la tuberia perforada Geotextil NT 2000 0,50m COLETOR Principal Drenaje Drenaje Secundario Caja de colector \LDetalle de la Drenaje \lSin escala de los Caimientos Eje de División Variable 5 d150mm Tubo de Drenaje d 150mm \LSección A-A Longitud Sin escala i=0,50% 1.50 mm Grava o Piedra Chancada 1/2" Geotextil NT 2000 Arcilla Compactada Tubo de Drenaje d 150mm 0.50 0.50m Geomembrana HDPE i=0,50% Basura \LDetalle de las Camadas 4 \LLeyenda Eje de la Tuberia de drenaje Secundaria d 100mm Caja de Inspección y/o Colector Sentido del Flujo Divisor de la Inclinación Inclinación del Plano = 0,50% Chimeneas Eje de la Tuberia de drenaje Principal d 150mm Eje de Tubo Colector d 200mm 8383N 383E 5 5 5 5 5 5 5 5 Grava Seleccionada de 2" a 3" 5 5 5 3935 3935 3935.00 3935 3940 3940 3940.00 3940 3945.00 3945.00 3945.00 3945 3950.00 3950.00 3950.00 3950 3955.00 3955.00 3955.00 3955 3960.00 3960.00 3960 3965.00 3965.00 3965 3970.00 3970.00 3970 3975.00 3975.00 3975 3980.00 3980.00 3980 3985.00 3985 3985 3990.00 3995.00 4000.00 4005.00 4010.00 4015.00 4020.00 4025.00 4030.00 4035.00 4040.00 4045.00 4050.00 4050 4050.00 330800.00-E 330900.00-E 331000.00-E 331100.00-E 8356000N 8356100.00-N 8356200.00-N 8356300.00-N 8356400N 8356500.00-N 8356600.00-N 8356700.00-N 8356800.00-N 8356900.00-N 62.0000 35.0000 27.0000 55.0000 56.0000 97.0000 47.0000 328.0000 36.0000 155.0000 3 4 5 6 7 8 9 10 11 12 CAMINO DE HERRADURA 4025.00 4030.00 4035.00 4040.00 4045.00 ESTACIONAMIENTO BASCULA ALMACEN Sentido de Tijeral OFICINA SALA DORMITORIO COCINA COMEDOR Piso Cemento Frotachado Piso Cemento con Ocre Rojo Piso Cemento con Ocre Rojo Piso Cemento Frotachado Piso Machiembrado CASETA DE CONTROL .25 0.70 5 .25 0.70 5 PLANTA RESERVORIO ELEVADO VOLUMEN 5.00 m3 lavatorio 1 2 3 4 5 6 7 8 9 10 Límite Basural Existente Curvas de nivel Y altitud m.s.n.m. Estación Trocha Afirmada Lindero Donado Muro con Relleno Casa Coord. U.T.M. 3930 8383N 383E LEYENDA 5 5 5 5 5 5 SECCION 1-1 5 5 5 5 5 5 5 5 ESC. 1/25 PLANTA (Acero) ESC. 1/25 ELEVACION (Acero) ESC. 1/25 PLANTA (Pozo Septico) CT= -+ 0.00 CT= - 2.00 5 5 5 5 5 5 5 5 ESC. 1/25 CT= -+ 0.00 CT= - 2.15 5 5 5 5 5 5 5 5 5 5 5 ELEVACION (Pozo Septico) 5 5 5 5 5 5 5 5 5 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 d3/8"@0.25 (Filtro Anaerobico) ESC. 1/50 5 5 DE DRENAJE PLUVIAL SECCION TIPO DE CUNETA ESC. 1/25 ESC. 1/200 SECCION TIPO DE MURO DE CONTENCION Escala 1:750 CHIMENEAS DRENES COLECTORES DE LIXIVIADOS ISOMETRIA PROCESO DE RELLENO 5 1 2 Geomembrana 7.5 mm Relleno con Material Seleccionado 1.60 5 5 Apoyos de Madera de 2" x 2" a .70m 1.30 5 5 5 PLANTA (Filtro Anaerobico) CORTE 1-1 ESC. 1/50 1 1 ESC. 1/25 Detalle de Tijeral 5 5 5 5 5 5 5 5 5 5 5 5 5 Tijerales 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/50 CASETA DE CONTROL PLANTA CASETA DE CONTROL ESC. 1/50 CIMENTACION PLANTA DE TECHO ESC. 1/50 CASETA DE CONTROL Cumbrera PL Eternit de 1.80x0.90 ESC. 1/50 ELEVACION CASETA DE CONTROL CASETA DE CONTROL NPT. +3994.00 5 5 5 5 5 5 5 5 X-X ESC. 1/20 SOBRECIMIENTO C°SIMPLE: 1:8 +25% DE P.M. MAX .3" CIMIENTO C°CICLOPEO 1:10 +30% DE P. G. MAX 12" 5 5 CONCRETO CARGA ADMISIBLE RECUBRIMIENTOS ZAPATAS ESPECIFICACIONES GENERALES ACERO DE REFUERZO S.C. ALIGERADO COLUMNAS VIGAS fc=175 kg cm2 2.5 cms 7.5 cms 200 kg cm2 0.50 kg cm2 fy=4200 kg cm2 2.5 cms X X X X X X 5 5 ----- S= 4 % < DE CABECERA ESC. 1/20 SECCION DREN COLECTOR DE CABECERA PERFIL ESC. 1/25 DREN COLECTOR Grava Seleccionada de 2" a 3" Grava Seleccionada de 2" a 3" Drenaje Pluvial 5 5 DE MURO DE CONTENCION DETALLE EN PLANTA ESC. 1/200 5 5 5 22°30' 5 5 5 5 0.05 2.50 2.50 Esc. 1/75 CANCHA PARA ACOPIO DE PRODUCTOS RECICLADOS ELEAVACION CANCHA PARA ACOPIO DE PRODUCTOS RECICLADOS PLANTA Esc . 1/75 5 DETALLE Losa de Concreto f'c=175 Kg/cm2 5 (Pozo de Sedimentacion de Lixiviados) ESC. 1/50 PLANTA (Pozo de Sedimentacion de Lixiviados) CORTE 1-1 ESC. 1/50 (Filtro Anaerobico) CORTE 2-2 ESC. 1/50 5 5 5 5 1 1 5 5 3935 3935 3935.00 3935 3940 3940 3940.00 3940 3945.00 3945.00 3945.00 3945 3950.00 3950.00 3950.00 3950 3955.00 3955.00 3955.00 3955 3960.00 3960.00 3960.00 3960 3965.00 3965.00 3965 3970.00 3970.00 3970 3975.00 3975.00 3975 3980.00 3980.00 3980 3985.00 3985 3985 3990.00 3995.00 4000.00 4005.00 4010.00 4015.00 4020.00 4025.00 4030.00 4035.00 4040.00 4045.00 4050.00 4050 4050.00 330800.00-E 330900.00-E 331000.00-E 331100.00-E 8356000N 8356100.00-N 8356200.00-N 8356300.00-N 8356400N 8356500.00-N 8356600.00-N 8356700.00-N 8356800.00-N 8356900.00-N COMUNIDAD CAMPESINA UMASUYO PROPIEDAD HEREDEROS FAMILIA BRAVO COMUNIDAD CAMPESINA UMASUYO 62.0000 35.0000 27.0000 55.0000 56.0000 97.0000 47.0000 328.0000 36.0000 155.0000 3 4 5 6 7 8 9 10 11 12 CAMINO DE HERRADURA 3965.00 3970.00 3975.00 3980.00 3985.00 3990.00 3995.00 4000.00 4005.00 4010.00 4015.00 4020.00 4025.00 4030.00 4035.00 4040.00 4045.00 DREN COLECTOR PRINCIPAL TUBERIA Ø 2" ESTACIONAMIENTO BASCULA ALMACEN Sentido de Tijeral OFICINA SALA DORMITORIO COCINA COMEDOR Piso Cemento Frotachado Piso Cemento con Ocre Rojo Piso Cemento con Ocre Rojo Piso Cemento Frotachado Piso Machiembrado CASETA DE CONTROL .25 0.70 5 .25 0.70 5 PLANTA RESERVORIO ELEVADO VOLUMEN 5.00 m3 lavatorio 5 5 CANCHA DE ACOPIO DE PRODUCTOS RECICLADOS ESC. 1/50 CORTE 2-2 (Pozo de Sedimentacion de Lixiviados) Tuberia de 2 pulgadas POZA DE REACCION ANAEROBICA ZONA PARA RELLENO DE DESHECHOS HOSPITALARIOS 5 1 2 3 4 5 6 Chimeneas D=1.00 (Muro de Contención) Dique de Tierra (Modulo 02) Volumen 2 = 19,329.40 m3 Volumen 2 = 17,038.44 m3 Volumen 3 = 14,206.20 m3 Volumen 4 = 12,081.95 m3 Volumen 5 = 9,645.65 m3 Volumen 6 = 7,276.99 m3 7 8 9 10 4040.00 4035.00 4030.00 4025.00 4045.00 4015.00 4020.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4005.00 4010.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4040.00 4035.00 4030.00 4025.00 4045.00 4000.00 4040.00 4035.00 4030.00 4025.00 4045.00 4000.00 4040.00 4035.00 4030.00 4025.00 4045.00 4000.00 4040.00 4035.00 4030.00 4025.00 4045.00 4000.00 4040.00 4035.00 4030.00 4025.00 3995.00 4045.00 (Sostiene el Dique de Tierra) Material de Relleno Cuneta de Drenaje Pluvial 3990.00 3985.00 3980.00 3975.00 Volumen 7 = 4,607.80 m3 Volumen 8 = 2,818.15 m3 Volumen 9 = 1,240.50 m3 Volumen 10 = 302.59 m3 5 5 5 5 5 5 PLANTA RESERVORIO ELEVADO ESC. 1/25 VOLUMEN 5.00 m3 ELEVACION RESERVORIO ELEVADO ESC. 1/25 VOLUMEN 5.00 m3 5 5 5 5 5 IMPERMEABLE MANTO CELDAS Y COMPACTACION ISOMETRIA 5 5 4 Ø1/2" 5 5 1-1 ESC. 1/10 2 1 5 .30 .55 .10 .40 +30% de piedra 6" Concreto Ciclopeo N.F.P.+0.10 .15 5 CORTE RESERVORIO ELEVADO 5 CHIMENEAS DREN SECUNDARIO TUBERIA DE DRENAJE CRIBADA Ø 2" POZA DE SEDIMENTACION DE LIXIVIADOS CASETA DE CONTROL MURO O DIQUE DE CONTENCION AREA DE PLATAFORMA PARA CELDAS UBICACION DE BALANZA DE PESAJE TANQUE DE AGUA CUNETA DE DRENAJE PLUVIAL ALMACEN Sentido de Tijeral P1 OFICINA SALA DORMITORIO P2 V3 V1 V2 P3 V1 V1 V1 V2 V3 COCINA V2 P4 P4 COMEDOR Piso Cemento Frotachado Piso Cemento con Ocre Rojo Piso Cemento con Ocre Rojo Piso Cemento Frotachado Piso Machiembrado P4 DISEÑO Y OPERACIÓN DE RELLENO SANITARIO CANCHARANI - PUNO R.V.A. Ing. Arturo Montesinos Balladares Ing. Arturo Montesinos Balladares Ing. Hugo Rodríguez Benavides Fecha: Mayo del 2004 Nota: CAD: Elaboración: Revisado: Aprobado: (IP-01) Lamina Nro. Área del Estudio: Estudio: Plano: DISTRIBUCION GENERAL Municipalidad CARE USAID MUSA Escala: SECRETARIA TÉCNICA CIIMSA EDUCACIÓN Y DESARROLLO CENTRO DE INVESTIGACIÓN 1/1500 de Puno OBRAS DE ARTE Y DETALLES SANITARIO CANCHARANI - PUNO DISEÑO Y OPERACIÓN DE RELLENO Mayo del 2004 Ing. Hugo Rodríguez Benavides Ing. Arturo Montesinos Balladares Aprobado: Revisado: Elaboración: CAD : Fecha: Nota: Ing. Arturo Montesinos Balladares R.V.A. Plano: Estudio: Área del Estudio: Lamina Nro. (IP-03) Escala: MUSA USAID CARE Municipalidad CENTRO DE INVESTIGACIÓN EDUCACIÓN Y DESARROLLO SECRETARIA TÉCNICA CIIMSA de Puno Indicadas PIEZOMETRO PIEZOMETRO PIEZOMETRO CAJA DE RECEPCION DE LIXIVIADOS MURO O DIQUE DE CONTENCION AREA DE PLATAFORMA PARA CELDAS \LPlanta de Sub-Drenaje \lEsc.: 1:1000 5 \A1;0.30m \A1;0.10m Arcilla Compactada Basura \A1;7.07 Terreno Natural el uso de los productos AMANCO. responsabilidad sobre los planos y cálculos suministrados, estos tienen unicamente caracter informativo y de sugerencia, buscando optimizar AMANCO, no asume ninguna 1) TODAS LAS DIMENSIONES ESTÁN EN METROS, A MENOS QUE SE INDIQUE LO CONTRÁRIO. \LNOTA: \fSwis721 Blk BT|b0|i0|c0|p34;Especificación Las Geomembranas sintéticas son producidas en polietileno de alta densidad (HDPE) y alto peso molecular, con adición de negro de humo para mejorar la resistencia a la acción de los rayos ultravioletas. Espesor: \fTimes New Roman|b0|i0|c0|p18; 1,50mm. El Geotextil NT 2000 esta conformado por un sistema de fibras punzonadas por agujas de fibras cortas 100% polipropileno. \fSwis721 Blk BT|b0|i0|c0|p34;Especificación

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Pool, Elevator, Car Parking Lot, Garden / Park
Tags	autocad, block, distribution, DWG, kläranlage, landfill, treatment plant