Potable Water – Latrines DWG Detail for AutoCAD

SLOW filter – JUNIN – Plants – Details Facilities

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

Slow variable height filter, scale:, water level, Wall, ceiling, concrete, Bottom slab, Technical specifications, Lenght of, Lenght of, Coatings:, Walls, Upper slab, Lower slab, others, Steel grade, days, Stripping, days, functioning, Filter interconnect gate, Be opened at the beginning of the filling of a, Filter until water reaches the level, Of the filter bed. at that moment, Should be closed to start the process, Normal filtration., Interconnection camera, spillway, False brick background, Prefabricated slab, Bed of sand, Gates to isolate filter, distribution channel, Delivery camera, Relief camera, Income of, raw water, Sluice gate, Dump of, cleaning, Waste dump, Reservoir, Treated water goes, Control dumps, Treated water chamber, Drainage chamber, drain, Main channel, Secondary channel, Percolation groove, gravel, Bed of sand, gravel, Rough wall, Water, Interconnection channel, The dewatering chambers, Treated water channel, Control dump, Hand pump, suction, Coagulant application linae, Filter interaction chamber, cut, scale:, Water, Bed of sand, gravel, gravel, Bed of sand, Water, Waste dump, Rough wall, slab, scale:, cut, scale:, cut, cut, scale:, drain, Relief dump, Cleaning gate, Gate detail, scale:, draft:, flat:, designer:, scale:, place, Prov, Apartment, Dist, Junin, Mazamari, Satipo, Cubaru, sheet:, Indicated, Slow filter, date:, drawing:, Drinking water latrines union cubaru, Log, Fence detail, Esc:, Door detail, Simple concrete, Quarton mad screw, Hinges, Quarton mad screw, Simple concrete, Pua wire, Esc:, Hinges, Quarton mad screw, metal mesh, Perimeter fence entrance door, Perimeter fence with wire, Logotype, water level

Raw text data extracted from CAD file:

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LOSA DE FONDO ESPECIFICACIONES TECNICAS LONGITUD DE ANCLAJE, d 3/8″ : 0.30 m. : 0.20 m. LONGITUD DE ANCLAJE, d 1/4″ RECUBRIMIENTOS: MUROS : 0.05 m. : 0.04 m. LOSA SUPERIOR : 0.05 m. LOSA INFERIOR : 0.025 m. OTROS ACERO GRADO 60 : Fy=4200 kg/cm2. : 15 DIAS DESENCOFRADO 28 DIAS FUNCIONAMIENTO C C D D 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 \A1;0.10 \A1;0.10 \A1;0.15 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 \A1;0.15 \A1;0.15 0.15 \A1;0.15 \A1;0.15 \A1;0.20 COMPUERTA DE INTERCONEXION DE FILTROS SE ABRIRA AL INICIARSE EL LLENADO DE UN FILTRO HASTA ALCANZAR EL AGUA EL NIVEL DEL LECHO FILTRANTE. EN ESE MOMENTO SE DEBERA CERRAR PARA INCIAR EL PROCESO NORMAL DE FILTRACION. CAMARA DE INTERCONEXION ALIVIADERO FALSO FONDO DE LADRILLO LOSA PREFABRICADA LECHO DE ARENA COMPUERTAS PARA AISLAR FILTRO CANAL DE DISTRIBUCION CAMARA DE DISTRIBUCION CAMARA DE ALIVIO 3.16081888871139 3.16081888871139 INGRESO DE AGUA CRUDA ALIVIO Y COMPUERTA VERTEDERO DE DE LIMPIEZA VERTEDERO DE INGRESO VERTEDERO DE INGRESO 3.16081888871139 3.16081888871139 A RESERVORIO AGUA TRATADA VA VERTEDEROS DE CONTROL CAMARA DE AGUA TRATADA CAMARA DE DESAGUE CAMARA DE DESAGUE DESAGUE 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 3.16081888871139 CANAL PRINCIPAL CANAL SECUNDARIO RANURA DE PERCOLACION d 3/8″ @ 0.20 grava n°1 d 3/8″ @ 0.25 S=1% +0.00 LECHO DE ARENA d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.20 grava n°2 grava n°3 grava n°4 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 \A1;0.12 -25.05210611792455 PARED RUGOSA AGUA -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 -25.05210611792455 3.80331277800866 3.80331277800866 -25.05210611792455 CANAL DE INTERCONEXION DE LAS CAMARAS DE DESAGUES CANAL DE AGUA TRATADA VERTEDERO DE CONTROL 0.50 1.50 2.70 3.10 \A1;0.10 -25.05210611792455 BOMBA DE MANO SUCCION LINAE DE APLICACION DEL COAGULANTE CAMARA DE INTERACCION DE FILTROS CORTE A-A ESCALA: 1/20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 3.10 2.70 AGUA 1.50 LECHO DE ARENA 0.50 grava n°4 grava n°3 grava n°2 grava n°1 +0.00 grava n°1 grava n°2 grava n°3 grava n°4 +0.00 0.50 LECHO DE ARENA 1.50 AGUA 2.70 3.10 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 VERTEDERO DE INGRESO VERTEDERO DE INGRESO PARED RUGOSA PARED RUGOSA PARED RUGOSA PARED RUGOSA LOSA PRE-FABRICADA LOSA PRE-FABRICADA 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 \A1;0.12 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 27.86414092667377 ESCALA: 1/20 CORTE B-B d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.20 d 3/8″ @ 0.20 1.60 2.70 2.70 1.60 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 29.17766219708011 ESCALA: 1/20 CORTE C-C 2.832758584312444 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 33.40802287117424 CORTE C-C ESCALA: 1/20 DESAGUE VERTEDERO DE ALIVIO Y COMPUERTA DE LIMPIEZA 37.11251373759211 37.11251373759211 37.11251373759211 DETALLE DE COMPUERTA ESCALA: 1/20 33.40802287117424 PROYECTO: PLANO: PROYECTISTA: ESCALA: LUGAR : PROV : DPTO : DIST : JUNIN MAZAMARI SATIPO CUBARU LAMINA: 8 INDICADA FILTRO LENTO FECHA: DIBUJO: AGUA POTABLE Y LETRINAS UNION CUBARU ROLLIZO DE EUCALIPTO DETALLE DE CERCO ESC: 1/40 Fc=140Kg/cm2 + 30%P.M. DETALLE DE PUERTA CONCRETO SIMPLE \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.90 CUARTON MAD. TORNILLO 6′ x 6′ \A1;0.80 \A1;0.40 \A1;1.00 BISAGRAS 6′ CUARTON MAD. TORNILLO 4′ x 4′ \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.15 Fc=140Kg/cm2 + 30%P.M. CONCRETO SIMPLE ALAMBRE PUA N° 16 ESC: 1/40 \A1;0.30 \U+2205 4″-5″ BISAGRAS 6′ CUARTON MAD. TORNILLO 4′ x 4′ \A1;0.90 \A1;2.00 MALLA METALICA \A1;1.00 \A1;0.80 \A1;0.40 PUERTA DE INGRESO CERCO PERIMETRICO CERCO PERIMETRICO CON ALAMBRE DE PUAS ROLLIZO DE 4″ -43.42440446573556 -43.42440446573556 NIVEL DE AGUA