Processing Facilities DWG Block for AutoCAD

Processing Facilities DWG Block for AutoCAD

General Plant Treatment Plant Water Type Modular

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

footprints, variable, minimum, Semicircular canal, natural terrain, pipeline, Material of excavation to the dry volumetric weight, Material selected from the site compacted with hand pison, Selected site material with hand pison, Detail of unfilled pavement filling, Notes: In order for the material of the site to be used as a filler, it must have a liquid limit not greater than a plasticity index no greater than that of organic matter. The material selected from the selected material site will be compacted until the rebound of the rammer indicates that the greatest compaction has been achieved. At the time of the tamping will wet the materials that form the layer to facilitate their compaction. The central part of the beds that are built to support the will be constructed in the form of a semicircular canal to allow the lower quadrant of the pipe to rest throughout its development., bathrooms, laboratory, control, quarter, warehouse, Compact poly preparation, Chlorination pumps, Pumps washing filters, Pressure pumps, Sludge cleaning pumps, Sludge, Air blower blowers, Pump room dosing, Hoist, Dosing hoppers, Reactive storage, high, Slope ramp, goes up, ditch, Street gutter, Deposit washing filters, Tank overflow, Sand silicea, Zone of dumping of dried sludge, Wash water outlet, Construction plant sludge treatment storage building exploitation filtration, Roof projection, Purified water storage tank, siphon, concrete floor, siphon, concrete floor, Mosaic floor, concrete floor, dump, Outlet pumps sludge, Fire escape ladder, Delivery drum, Sludge entry, Sludge, Roof projection, Water inlet, measurements, Window box, kind, description, Celosia fixed glass, Lattice window, Cant, ledge, Door frame, measurements, kind, Board door, Metal door, Board door, description, Metal door, double leaf, Obs., Cant, double leaf, To register box, Lattice window, Lattice window, Polarization of naked awg ground connected to the slab assembly, See electrical detail, Polarization of naked awg ground connected to the slab assembly, See electrical detail, septic tank, Absorption well, pending, parking lot, pending, ditch, Concrete curb, Discharge zone, Roof projection, Notes: floors will be concrete for which mesh will be used with rod the finish will be integral in reticulas of sisa of joints to avoid cracking. The casting of the reticles will alternate., See detail dump filter inlet, Retaining wall see detail in plan of facades, footprints, Supernatant water outlet, Well of sanitation, Towards sludge drying, Slide rail, Beam for hoist of, Container of cl, Chlorine dosing zone

Raw text data extracted from CAD file:

V-1 P-1 P-3 P-2 A A A 0.61 0.60 2.515 3.00 3.00 2.00 2.00 0.25 0.25 0.20 0.20 0.82 3.85 1.95 0.80 3.11 0.72 0.25 1.65 1.90 0.95 0.95 1.27 0.07 1.00 0.10 1.37 1.50 2.00 2.00 4.00 4.00 4.60 6.10 0.24 0.20 1.23 0.10 1.50 2.47 0.30 1.29 0.60 0.80 0.80 0.34 0.26 0.34 0.42 0.42 0.38 0.42 0.20 0.10 0.20 1.20 2.25 2.35 0.70 1.37 1.38 2.20 1.38 1.37 0.70 1.15 1.35 0.20 0.73 1.18 6.00 0.20 0.50 0.15 0.50 0.10 0.20 0.15 0.20 0.15 1.12 0.30 3.98 0.30 5.20 10.50 0.30 0.20 0.30 1.84 1.06 1.00 2.73 0.20 1.97 0.75 0.20 0.75 0.20 3.05 0.75 0.75 0.20 0.30 7.20 0.20 0.50 0.75 0.45 0.50 1.25 10.10 0.20 4.15 1.70 0.15 4.45 1.70 0.30 0.20 0.80 1.70 0.75 0.15 1.70 0.10 0.20 1.08 1.67 11.26 9.90 1.36 11.85 1.48 6.16 4.45 0.90 4.00 1.65 1.30 0.30 2.00 0.95 1.65 0.96 2.07 3.93 0.20 0.20 1.00 0.89 2.10 4.18 2.00 0.78 4.00 0.78 2.34 2.08 0.86 0.44 0.73 1.65 0.70 3.48 4.45 25.35 6.04 9.29 1.59 3.63 1.32 3.26 1.25 1.50 6.00 1.87 4.78 1.50 3.98 1.00 1.65 3.00 1.00 1.43 R0.85 3.45 1.58 R1.00 R3.80 R0.34 1.50 1.50 0.58 0.58 2.515 0.15 0.70 1.65 1.11 0.75 0.75 0.52 0.50 1.75 1.64 0.36 0.46 0.60 1.00 0.90 3.70 0.90 3.10 3.50 0.85 2.00 4.30 0.30 5.74 0.30 0.30 0.30 2.00 0.31 1.43 0.30 0.30 5.89 0.17 0.20 0.20 0.90 0.20 0.20 0.20 0.20 1.50 R0.45 0.75 0.39 1.65 0.45 1.65 0.28 6ft 6ft 10.70 4.00 R8.11 4.00 0.51 0.51 5.60 0.51 2.00 4.04 0.59 8.21 21.15 5 HUELLAS @0.30m 4.17 5.13 21.15 2.37 6.25 3.20 7.50 19.32 2.82 0.60 4.60 20.75 0.10 d+30cm VARIABLE 0.20 0.30 0.30 0.35 1.10 mínimo 0.80 CANAL SEMICIRCULAR TERRENO NATURAL -20105.90717257947 TUBERIA 200mmd MATERIAL DE EXCAVACION AL 80% PESO VOLUMETRICO SECO MATERIAL SELECCIONADO DEL SITIO COMPACTADO CON PISON DE MANO MATERIAL SELECCIONADO DEL SITIO SELECTO CON PISON DE MANO -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 DETALLE DE RELLENO SIN PAVIMENTO TUBERIA 200mmd \Fromans.shx;\H0.5714x;\lESC. 1:25 NOTAS: 1. Para que el material del sitio pueda utilizarse como relleno debe tener un límite líquido no mayor de 40% y un índice de plasticidad no mayor del 15% y no debe presentar materia orgánica. 2. El material seleccionado del sitio o material selecto se compactará hasta que el rebote del apisonador señale que se ha logrado la mayor compactación posible. Al tiempo del apisonado se humedecerán los materiales que forman la capa para facilitar su compactación. 3. La parte central de las camas que se construyan para apoyo de las tuberías, será construida en forma de canal semicircular para permitir que el cuadrante inferior de la tubería descanse en todo su desarrollo. 1.05 0.51 0.45 0.35 0.60 0.55 2.60 3.85 3.48 1.00 2.515 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-2 5 5 5 BAÑOS 5 5 5 5 5 5 5 5 5 5 5 LABORATORIO CONTROL CUARTO DE CLORO, ALMACEN 5 5' 8 COMPACTO PREPARACION POLI BOMBAS CLORACION BOMBAS LAVADO FILTROS BOMBAS DE PRESION BOMBAS LIMPIEZA FANGOS FANGOS 5 5 SOPLANTES AIRE LAVADO SALA DE BOMBAS Y DOSIFICACION 9 11 POLIPASTO TOLVAS DE DOSIFICACION ALMACEN REACTIVOS 12 13 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 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 A B 5 5 5 5 5 5 5 ZONA DE ALTA PRESION F H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 RAMPA PENDIENTE 14% 5 5 5 5 5 5 5 SUBE CUNETA CUNETA DE CALLE 5 5 5 5 2.515 5 5 D D D D C C B B A DEPOSITO LAVADO FILTROS REBOSE A TANQUE 5 5 BY-PASS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARENA SILICEA ARENA SILICEA ARENA SILICEA ARENA SILICEA 5 5 5 5 5 ZONA DE VERTIDO DE FANGOS SECADOS 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 SALIDA AGUA DE LAVADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G 5 H F PLANTA CONSTRUCTIVA TRATAMIENTO DE FANGOS Y ALMACENAMIENTO REACTIVOS- EDIFICIO DE EXPLOTACION Y FILTRACION \Fromans.shx;\H0.7143x;\lESC. 1/75 PROYECCION DE TECHO AGUA DEPURADA A TANQUE ALMACEN N=1002.25 N=1000.75 N=1001.50 N=1002.15 N=1000.65 N=1000.50 N=1000.65 N=1000.75 N=1000.50 N=1001.50 5 5 5 5 5 5 5 L L ­ \H0.4998x;1.5% ¬\H0.4998x;1.5% 1.5%® 1.5% ¯ ¬\H0.4998x;1.5% 1.5%® SIFON d2" PISO DE CONCRETO 2% ¯ 2% ­ 1.5% ¬1.5% 1.5%® 1.5% ¯ SIFON d2" PISO DE CONCRETO PISO DE CONCRETO PISO DE MOSAICO PISO DE MOSAICO ­ 1.5% PISO DE CONCRETO P-4 C C 5 5 5 S 5 5 5 5 VERTEDERO SALIDA A BOMBAS CUARTO DE FANGOS ESCALERA Y QUITAMIEDOS TAMBOR DE REPARTO ENTRADA DE FANGOS d80 N=0+2.86 5 FANGOS 5 P1 P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROYECCION DE TECHO PROYECCION DE TECHO 5 B S ENTRADA DE AGUA \Fsimplex.shx;d400 P1 P4 P5 P9 P7a P1 P9 P1 P9 P7a 5 5 P9 P5 5 5 P5 P6 P7 P6 P6 P8 5 N=1002 MEDIDAS CUADRO DE VENTANAS 1.65x0.60 1.65x1.00 TIPO 1 v v 2 DESCRIPCION CELOSIA + VIDRIO FIJO VENTANA DE CELOSIA 1.50 1.10 CANT ANTEPECHO 1 5 CUADRO DE PUERTAS 2.00x2.10 0.90x2.10 MEDIDAS 1.00x2.10 2.60x2.10 3 P 2 P 1 P TIPO P 4 PUERTA DE TABLERO PUERTA METALICA PUERTADE TABLERO DESCRIPCION PUERTA METALICA DOBLE HOJA OBS. 3 3 CANT 3 1 DOBLE HOJA HACIA CAJA DE REGISTRO 5 5 5 5 5 3 v VENTANA DE CELOSIA 1.65x0.60 2.10 2 V-3 V-3 1.00x0.50 4 v VENTANA DE CELOSIA 10 2.10 POLARIZACION A TIERRA DE LOSAS, 1#1 AWG Cu, DESNUDO CONECTADO AL ARMADO DE LOSA 6ft VER DETALLE ELECTRICO 6ft POLARIZACION A TIERRA DE LOSAS, 1#1 AWG Cu, DESNUDO CONECTADO AL ARMADO DE LOSA VER DETALLE ELECTRICO ¯ 2% ® ® 2% CR9 CR3 CR5 CR2 CR1 CR4 CR6 CR7 CR8 FOSA SEPTICA POZO DE ABSORCION PENDIENTE 13% ESTACIONAMIENTO 12 9 5 N=1000.50 N=1004.60 N=1005.31 N=1002 N=1000.50 N=1000.50 N=1000.20 N=1000.50 PENDIENTE 2% PENDIENTE 2% 5 5 5 5 5 5 5 CUNETA CUNETA BORDILLO DE CONCRETO BORDILLO DE CONCRETO BORDILLO DE CONCRETO ZONA DE DESCARGA PROYECCION DE TECHO 5 5 NOTAS: LOS PISOS SERAN DE CONCRETO REFORZADO, e=10cm, PARA LO CUAL SE UTILIZARA MALLA DE 0.20x0.20 CON VARILLA #2. EL ACABADO SERA INTEGRAL Y EN RETICULAS DE 1.00x1.00m CON SISA DE 1cm EN UNIONES PARA EVITAR RAJADURAS. EL COLADO DE LAS RETICULAS SERA ALTERNO. VER DETALLE VERTEDERO ENTRADA A FILTRO VER DETALLE VERTEDERO ENTRADA A FILTRO MURO DE CONTENCION VER DETALLE EN PLANO DE FACHADAS 5 6 7 10 I J K 5 5 5 5 HUELLAS @0.30m ¬\H0.4998x;1.5% 1.5%® 1.5% ¯ 5 5 5 5 5 5 5 5 5 5 5 5 VMM4-F 5 5 5 5 VMM1-F SALIDA AGUA SOBRENADANTE d150 A POZO DE SANEAMIENTO HACIA SECADO DE FANGOS CARRIL DE DESLIZAMIENTO VIGA PARA POLIPASTO DE 1000Kg CONTENEDOR DE CL DE 1000Kg ZONA DE DOSIFICACION DE CLORO 5 5 5 5 5 5

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

footprints, variable, minimum, Semicircular canal, natural terrain, pipeline, Material of excavation to the dry volumetric weight, Selected site material compacted with hand pison, Selected site material with hand pison, Detail of unfilled pavement filling, Notes: In order for the material of the site to be used as a filler, it must have a liquid limit no greater than a plasticity index no greater than that of organic matter. The material selected from the selected material site will be compacted until the rebound of the rammer indicates that the greatest compaction has been achieved. At the time of the tamping will wet the materials that form the layer to facilitate its compaction. The central part of the beds that are built to support the will be constructed in the form of a semicircular canal to allow the lower quadrant of the pipe to rest in all its development., bathrooms, laboratory, control, quarter, warehouse, Compact poly preparation, Chlorination pumps, Pumps washing filters, Pressure pumps, Sludge cleaning pumps, Sludge, Air blower blowers, Pump room dosing, Hoist, Dosing hoppers, Reactive storage, high, Slope ramp, goes up, ditch, Street gutter, Deposit washing filters, Tank overflow, Sand silicea, Zone of dumping of dried sludge, Wash water outlet, Construction plant sludge treatment storage building exploitation filtration, Roof projection, Purified water storage tank, siphon, concrete floor, siphon, concrete floor, Mosaic floor, concrete floor, dump, Outflow pumps sludge, Fire escape ladder, Delivery drum, Sludge intake, Sludge, Roof projection, Water inlet, measurements, Window box, kind, description, Celosia fixed glass, Lattice window, Cant, ledge, Door frame, measurements, kind, Board door, Metal door, Board door, description, Metal door, double leaf, Obs., Cant, double leaf, To register box, Lattice window, Lattice window, Polarization of naked awg ground connected to slab reinforcement, See electric detail, Polarization of naked awg ground connected to slab reinforcement, See electric detail, septic tank, Absorption well, pending, parking lot, pending, ditch, Concrete curb, Discharge zone, Roof projection, Notes: floors will be concrete for which mesh will be used with rod the finish will be integral in reticulas of sisa of joints to avoid cracking. The casting of the reticles will alternate., See detail dump filter input, Retaining wall see detail in plan of facades, footprints, Supernatant water outlet, Sanitation well, Towards sludge drying, Slide rail, Beam for hoist of, Container of cl, Chlorine dosing zone

Raw text data extracted from CAD file:

V-1 P-1 P-3 P-2 A A A 0.61 0.60 2.515 3.00 3.00 2.00 2.00 0.25 0.25 0.20 0.20 0.82 3.85 1.95 0.80 3.11 0.72 0.25 1.65 1.90 0.95 0.95 1.27 0.07 1.00 0.10 1.37 1.50 2.00 2.00 4.00 4.00 4.60 6.10 0.24 0.20 1.23 0.10 1.50 2.47 0.30 1.29 0.60 0.80 0.80 0.34 0.26 0.34 0.42 0.42 0.38 0.42 0.20 0.10 0.20 1.20 2.25 2.35 0.70 1.37 1.38 2.20 1.38 1.37 0.70 1.15 1.35 0.20 0.73 1.18 6.00 0.20 0.50 0.15 0.50 0.10 0.20 0.15 0.20 0.15 1.12 0.30 3.98 0.30 5.20 10.50 0.30 0.20 0.30 1.84 1.06 1.00 2.73 0.20 1.97 0.75 0.20 0.75 0.20 3.05 0.75 0.75 0.20 0.30 7.20 0.20 0.50 0.75 0.45 0.50 1.25 10.10 0.20 4.15 1.70 0.15 4.45 1.70 0.30 0.20 0.80 1.70 0.75 0.15 1.70 0.10 0.20 1.08 1.67 11.26 9.90 1.36 11.85 1.48 6.16 4.45 0.90 4.00 1.65 1.30 0.30 2.00 0.95 1.65 0.96 2.07 3.93 0.20 0.20 1.00 0.89 2.10 4.18 2.00 0.78 4.00 0.78 2.34 2.08 0.86 0.44 0.73 1.65 0.70 3.48 4.45 25.35 6.04 9.29 1.59 3.63 1.32 3.26 1.25 1.50 6.00 1.87 4.78 1.50 3.98 1.00 1.65 3.00 1.00 1.43 R0.85 3.45 1.58 R1.00 R3.80 R0.34 1.50 1.50 0.58 0.58 2.515 0.15 0.70 1.65 1.11 0.75 0.75 0.52 0.50 1.75 1.64 0.36 0.46 0.60 1.00 0.90 3.70 0.90 3.10 3.50 0.85 2.00 4.30 0.30 5.74 0.30 0.30 0.30 2.00 0.31 1.43 0.30 0.30 5.89 0.17 0.20 0.20 0.90 0.20 0.20 0.20 0.20 1.50 R0.45 0.75 0.39 1.65 0.45 1.65 0.28 6ft 6ft 10.70 4.00 R8.11 4.00 0.51 0.51 5.60 0.51 2.00 4.04 0.59 8.21 21.15 5 HUELLAS @0.30m 4.17 5.13 21.15 2.37 6.25 3.20 7.50 19.32 2.82 0.60 4.60 20.75 0.10 d+30cm VARIABLE 0.20 0.30 0.30 0.35 1.10 mínimo 0.80 CANAL SEMICIRCULAR TERRENO NATURAL -20105.90717257947 TUBERIA 200mmd MATERIAL DE EXCAVACION AL 80% PESO VOLUMETRICO SECO MATERIAL SELECCIONADO DEL SITIO COMPACTADO CON PISON DE MANO MATERIAL SELECCIONADO DEL SITIO SELECTO CON PISON DE MANO -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 -20105.90717257947 DETALLE DE RELLENO SIN PAVIMENTO TUBERIA 200mmd \Fromans.shx;\H0.5714x;\lESC. 1:25 NOTAS: 1. Para que el material del sitio pueda utilizarse como relleno debe tener un límite líquido no mayor de 40% y un índice de plasticidad no mayor del 15% y no debe presentar materia orgánica. 2. El material seleccionado del sitio o material selecto se compactará hasta que el rebote del apisonador señale que se ha logrado la mayor compactación posible. Al tiempo del apisonado se humedecerán los materiales que forman la capa para facilitar su compactación. 3. La parte central de las camas que se construyan para apoyo de las tuberías, será construida en forma de canal semicircular para permitir que el cuadrante inferior de la tubería descanse en todo su desarrollo. 1.05 0.51 0.45 0.35 0.60 0.55 2.60 3.85 3.48 1.00 2.515 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-2 5 5 5 BAÑOS 5 5 5 5 5 5 5 5 5 5 5 LABORATORIO CONTROL CUARTO DE CLORO, ALMACEN 5 5' 8 COMPACTO PREPARACION POLI BOMBAS CLORACION BOMBAS LAVADO FILTROS BOMBAS DE PRESION BOMBAS LIMPIEZA FANGOS FANGOS 5 5 SOPLANTES AIRE LAVADO SALA DE BOMBAS Y DOSIFICACION 9 11 POLIPASTO TOLVAS DE DOSIFICACION ALMACEN REACTIVOS 12 13 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 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 A B 5 5 5 5 5 5 5 ZONA DE ALTA PRESION F H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 RAMPA PENDIENTE 14% 5 5 5 5 5 5 5 SUBE CUNETA CUNETA DE CALLE 5 5 5 5 2.515 5 5 D D D D C C B B A DEPOSITO LAVADO FILTROS REBOSE A TANQUE 5 5 BY-PASS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARENA SILICEA ARENA SILICEA ARENA SILICEA ARENA SILICEA 5 5 5 5 5 ZONA DE VERTIDO DE FANGOS SECADOS 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 SALIDA AGUA DE LAVADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G 5 H F PLANTA CONSTRUCTIVA TRATAMIENTO DE FANGOS Y ALMACENAMIENTO REACTIVOS- EDIFICIO DE EXPLOTACION Y FILTRACION \Fromans.shx;\H0.7143x;\lESC. 1/75 PROYECCION DE TECHO AGUA DEPURADA A TANQUE ALMACEN N=1002.25 N=1000.75 N=1001.50 N=1002.15 N=1000.65 N=1000.50 N=1000.65 N=1000.75 N=1000.50 N=1001.50 5 5 5 5 5 5 5 L L ­ \H0.4998x;1.5% ¬\H0.4998x;1.5% 1.5%® 1.5% ¯ ¬\H0.4998x;1.5% 1.5%® SIFON d2" PISO DE CONCRETO 2% ¯ 2% ­ 1.5% ¬1.5% 1.5%® 1.5% ¯ SIFON d2" PISO DE CONCRETO PISO DE CONCRETO PISO DE MOSAICO PISO DE MOSAICO ­ 1.5% PISO DE CONCRETO P-4 C C 5 5 5 S 5 5 5 5 VERTEDERO SALIDA A BOMBAS CUARTO DE FANGOS ESCALERA Y QUITAMIEDOS TAMBOR DE REPARTO ENTRADA DE FANGOS d80 N=0+2.86 5 FANGOS 5 P1 P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROYECCION DE TECHO PROYECCION DE TECHO 5 B S ENTRADA DE AGUA \Fsimplex.shx;d400 P1 P4 P5 P9 P7a P1 P9 P1 P9 P7a 5 5 P9 P5 5 5 P5 P6 P7 P6 P6 P8 5 N=1002 MEDIDAS CUADRO DE VENTANAS 1.65x0.60 1.65x1.00 TIPO 1 v v 2 DESCRIPCION CELOSIA + VIDRIO FIJO VENTANA DE CELOSIA 1.50 1.10 CANT ANTEPECHO 1 5 CUADRO DE PUERTAS 2.00x2.10 0.90x2.10 MEDIDAS 1.00x2.10 2.60x2.10 3 P 2 P 1 P TIPO P 4 PUERTA DE TABLERO PUERTA METALICA PUERTADE TABLERO DESCRIPCION PUERTA METALICA DOBLE HOJA OBS. 3 3 CANT 3 1 DOBLE HOJA HACIA CAJA DE REGISTRO 5 5 5 5 5 3 v VENTANA DE CELOSIA 1.65x0.60 2.10 2 V-3 V-3 1.00x0.50 4 v VENTANA DE CELOSIA 10 2.10 POLARIZACION A TIERRA DE LOSAS, 1#1 AWG Cu, DESNUDO CONECTADO AL ARMADO DE LOSA 6ft VER DETALLE ELECTRICO 6ft POLARIZACION A TIERRA DE LOSAS, 1#1 AWG Cu, DESNUDO CONECTADO AL ARMADO DE LOSA VER DETALLE ELECTRICO ¯ 2% ® ® 2% CR9 CR3 CR5 CR2 CR1 CR4 CR6 CR7 CR8 FOSA SEPTICA POZO DE ABSORCION PENDIENTE 13% ESTACIONAMIENTO 12 9 5 N=1000.50 N=1004.60 N=1005.31 N=1002 N=1000.50 N=1000.50 N=1000.20 N=1000.50 PENDIENTE 2% PENDIENTE 2% 5 5 5 5 5 5 5 CUNETA CUNETA BORDILLO DE CONCRETO BORDILLO DE CONCRETO BORDILLO DE CONCRETO ZONA DE DESCARGA PROYECCION DE TECHO 5 5 NOTAS: LOS PISOS SERAN DE CONCRETO REFORZADO, e=10cm, PARA LO CUAL SE UTILIZARA MALLA DE 0.20x0.20 CON VARILLA #2. EL ACABADO SERA INTEGRAL Y EN RETICULAS DE 1.00x1.00m CON SISA DE 1cm EN UNIONES PARA EVITAR RAJADURAS. EL COLADO DE LAS RETICULAS SERA ALTERNO. VER DETALLE VERTEDERO ENTRADA A FILTRO VER DETALLE VERTEDERO ENTRADA A FILTRO MURO DE CONTENCION VER DETALLE EN PLANO DE FACHADAS 5 6 7 10 I J K 5 5 5 5 HUELLAS @0.30m ¬\H0.4998x;1.5% 1.5%® 1.5% ¯ 5 5 5 5 5 5 5 5 5 5 5 5 VMM4-F 5 5 5 5 VMM1-F SALIDA AGUA SOBRENADANTE d150 A POZO DE SANEAMIENTO HACIA SECADO DE FANGOS CARRIL DE DESLIZAMIENTO VIGA PARA POLIPASTO DE 1000Kg CONTENEDOR DE CL DE 1000Kg ZONA DE DOSIFICACION DE CLORO 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Plastic, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, block, DWG, facilities, general, kläranlage, modular, plant, processing, treatment, treatment plant, type, water