Basic Unit With Sanitation And Well Percolator Biodigestor DWG Detail for AutoCAD

Basic Unit With Sanitation And Well Percolator Biodigestor DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

White, beam, .var., .var., variable, project manager, specialist, Of references, title, number, Esc:, sheet:, flat:, Rev .:, approved by, sheet, date:, flat:, hamlet:, Dist, Prov .:, Huancabamba, Huarmaca, Technical file project:, Improvement of the potable water service sanitation of hamlets in the district huarmaca huancabamba, review, District municipality of huarmaca, Infrastructure urban development, Reg .:, Piura, sheet, July, title, sheet, Indicated, Inst. Health, Esc:, Ventilation up, cut, Esc:, Wall, Concrete cement concrete Max., N.p.t., Hat, Pvc ventilation, Galvanized calamine cover, Plant ss.hh, Esc:, N.t.n., elevation, Esc:, Stuffing packed with selected material, Ceiling projection, Polished cement floor, plinth, polished, pool, Foundation, Esc:, cut, Esc:, concrete floor, Compacted natural land, Concrete cycle pg, Concrete sidewalk, cut, Esc:, King kong, Stuffing packed with selected material, Cycle Concrete Survival, Concrete cycle pg, Concrete floor, Roof plant, Esc:, cut, Esc:, Concrete cycle pg, Stuffing packed with selected material, Concrete sidewalk, Concrete floor, Roof projection, Belt of, Wood of, Inst. Sanitary cold water, Esc:, Comes from the connection, White, simple, Sense of flow, Elbow, drainpipe, symbol, description, Legend inst. drain, Sink includes trap, register machine, Elbow, Tee up, Low elbow, Elbow, tee, Cold water pipe, symbol, Legend inst. cold water, Water, Pvc tube, wire, Coiled to, tube., concrete, elevation, detail, Wires, In each row, From the wall, plant, Esc:, Pvc tube, cut, Esc:, Turn it up, polished, N.t.n., N.p.t., N.t.n., N.p.t., White, Wall, Wall projection, Wood of, Esc:, plant, cut, Esc:, Pvc, Proy. Foundation, Structure plant, Esc:, cut, Esc:, concrete, concrete, Isometric pool, Esc:, Bruna, Tarrajeo polished, Water home, Wooden structure prespective roof, Esc:, Calamine mm, Wood of, Belt of, toilet, Lavatory, Turn it up, polished, Towel rack, Galvanized calamine cover, shower, Ceiling projection, Esc:, For walls use brick hollow kk dimensions: cm placed in rope, Standard pre-insulated concrete cover boxes, pool, White, Pvc uf ntp, your B. Pvc ntp, Go biodigester, Registration box, your B. Pvc ntp, Half plastered reed, Concrete cap, register machine, Discharge pipe, legend, detail, Esc:, White, N.p.t., N.t.n., Biodigestor lt, Pvc sap slurry box, Stuffing material own sifting in layers of, Poor concrete screed, Capacity lt biodigestor, Esc., Pvc valve, Plant ss.hh, register machine, Biodigester, Mud pit, Percolation well, register machine, Ss.hh, laundry, Comes ss.hh., Stuffed with own material, Biodigester, Mud pit, With unicode gravel, Comes ss.hh., Terrain profile, Percolation well, Biodigestor lt, Biodigestor lt, Pvc uf ntp, your B. Pvc ntp, Pvc uf ntp, Pvc, Pvc ntp, Biodigester, Sanitary cover dia., Roof tile, Pvc uf ntp, Pvc ntp iso, Pvc uf ntp, Pvc ntp iso, Concrete cover of mts., concrete, With gravel, King kong concrete, Percolation well, Sanitary cover dia., Concrete cover of mts., .var., With gravel, circular, concrete, Proy. Foundation, concrete, concrete, Sanitary cover diam., Terrain profile, .var., With gravel, circular, Sanitary cover diam., Sludges, Water, Sludges, gate valve, your B. Pvc ntp class, window, your B. ventilation, Ventilation up, Pvc transition connection mm, your B. Pvc ntp class, Pvc, trap, Tee with simple reduction, Ventilation hat, Pvc transition connection mm, Pvc, variable, Esc:, Sole, Esc:, cut, Profile view, Drainage home connection, plant, see detail, Home connection, Go biodigester, detail, Technical specifications, masonry, Fm, Self-cleaning biodigester must have authorization of digesa already, That there is no regulatory framework in this regard., AC, C: hr p.m. Max., C: h.g. Max., Fy, Fc, AC, Concrete floor, mortar, Concrete resistance, reinforcing steel, Concrete foundation, Concrete of the overcoming, General latrine plant with hydraulic drainage, Esc., General latrine profile with hydraulic drag, Esc., Biodigestor plant s, cut, Esc., Ceiling detail, Esc., cut, trap, Fc, Self-cleaning biodigestor of lt., For walls use brick hollow kk dimensions: cm placed, In rope, Standard pre-insulated concrete cover boxes, AC, Concrete floor, C: hr p.m. Max., masonry, mortar, Concrete resistance, reinforcing steel, Concrete foundation, Concrete of the overcoming, Fm, C: h.g. Max., Fy, AC, Technical specifications, Go well, percolator, Calamine door, With wooden frame, screw, Mosquito net, Door model, Mad door

Raw text data extracted from CAD file:

BLANCO 16520 VIGA V-1 2.30 2.60 0.15 1.35 0.15 0.15 1.65 0.70 0.15 1.60 0.35 0.40 0.20 2.17 2.00 0.35 0.35 2.10 0.35 0.35 1.15 0.35 2.80 1.85 0.20 0.40 0.35 0.20 0.40 0.35 0.35 0.40 0.85 0.85 0.32 1.225 1.225 2.14 3.100 0.80 0.43 0.73 0.325 0.325 0.125 0.10 0.15 0.10 0.30 1.00 0.15 0.15 0.15 0.15 1.60 0.15 0.15 1.00 0.15 0.15 1.60 .Var. 1.00 0.20 1.40 1.80 0.10 0.10 1.10 0.80 0.60 0.80 0.10 0.10 0.15 0.15 0.15 0.15 0.20 1.60 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.35 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.07 \A1;0.05 \A1;0.25 1.00 0.60 0.10 0.30 0.70 1.55 0.10 1.65 0.90 0.50 1.30 0.90 0.20 0.20 \A1;0.10 \A1;0.35 \A1;0.05 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.20 \A1;0.80 \A1;0.05 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.45 \A1;0.10 \A1;0.75 \A1;0.13 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.13 \A1;0.75 \A1;0.08 \A1;0.20 \A1;0.20 \A1;1.65 \A1;0.06 0.70 0.15 0.60 0.05 3.38 Min=1.50 1.10 0.05 1.90 0.15 1.10 1.20 1.65 0.90 0.10 0.15 0.15 1.00 2.55 0.10 0.60 0.10 0.30 0.70 1.55 0.10 1.65 0.90 .Var. .Var. 1.00 0.20 1.40 1.80 0.10 0.15 0.15 0.15 0.15 0.20 1.60 0.30 0.60 1.80 0.30 0.15 0.15 0.35 0.35 0.60 0.30 1.40 1.00 \A1;1.65 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.60 \A1;0.60 0.45 \A1;0.45 0.60 \A1;0.80 \A1;0.40 0.45 \A1;0.80 \A1;0.75 \A1;0.40 \A1;0.35 0.80 \A1;0.10 \A1;0.60 \A1;0.45 \A1;0.50 \A1;0.90 \A1;0.80 \A1;0.60 \A1;0.45 \A1;0.90 \A1;0.38 \A1;0.10 \A1;0.55 0.46 0.76 0.74 0.75 0.70 0.36 0.46 0.80 1.05 0.70 0.60 1.00 0.60 0.90 1.00 .10 0.05 0.65 0.10 2.11 0.40 0.05 0.05 0.08 0.05 0.60 0.05 0.05 0.05 0.60 0.05 0.30 0.05 0.15 Variable 0.25 0.05 0.30 0.05 0.80 0.20 \A1;0.05 \A1;0.05 \A1;0.80 \A1;0.03 \A1;0.03 \A1;0.05 \A1;0.35 \A1;0.15 JEFE DE PROYECTO ESPECIALISTA PLANOS/DOCUMENTOS DE REFERENCIAS TITULO NUMERO ESC: HOJA: N° PLANO: REV.: APROBADO POR LAMINA N°: FECHA: PLANO: CASERIO: DIST.: PROV.: HUANCABAMBA HUARMACA EXPEDIENTE TECNICO / PROYECTO: "INSTALACION, MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO DE 103 CASERIOS DEL DISTRITO HUARMACA - HUANCABAMBA - PIURA" REVISION TITULO/DESCRIPCION MUNICIPALIDAD DISTRITAL DE HUARMACA \W1.25;DIRECCION DE INFRAESTRUCTURA Y DESARROLLO URBANO REG.: PIURA LAMINA JULIO 2015 TITULO 1 HOJA INDICADA \A1;0.02 \A1;1.65 1" 2" 2.10 .65 2.07 .70 INST. SANITARIAS DESAGUE ESC: 1/20 sube ventilacion Ø 2`` N.T.N.+0.00 A-2 1/20 A-2 1/20 CORTE A-A ESC: 1/20 Muro c/Tarrajeo Cimiento Corrido Cemento : Hormigon 1:10 +30% de P.G. 6" max. N.P.T. +0.15 Sombrero de Ventilacion PVC cobertura calamina galvanizada 2"x2" 2"x3" 5 5 PLANTA - SS.HH ESC: 1/20 5 5 5 N.P.T.+0.15 5 5 A H 0.70 2.00 5 5 5 N.T.N. +0.00 N.T.N.+0.00 5 5 5 5 ELEVACION ESC: 1/20 5 5 relleno compactado con material seleccionado Proyeccion Techo Piso de Cemento Pulido Zocalo H=30cm Pulido Pileta CIMIENTO ESC: 1/20 5 5 5 5 5 5 5 5 CORTE 2-2 ESC: 1/20 piso de concreto f´c=175 km/cm2 e=5cm \W0.16088; terreno natural compactado concreto ciclopeo f´c = 140kg/cm2 + 30 % pg vereda de concreto e=4´´ CORTE 3-3 ESC: 1/20 king kong relleno compactado con material seleccionado \W1.33569; sobrecimiento de concreto \W1.33569; ciclopeo f´c = 140 kg/cm2 concreto ciclopeo f´c = 140 kg/cm2 +30% pg \W0.56564; piso concreto f´c = 175 kg/cm2 PLANTA TECHO ESC: 1/20 CORTE 1-1 ESC: 1/20 concreto ciclopeo f´c = 140 kg/cm2 +30% pg relleno compactado con material seleccionado vereda de concreto e= 4´´ \W3.93093; piso concreto \W0.75611; f´c = 175 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 proyeccion de techo Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Madera de 2"x3" 5 INST. SANITARIAS AGUA FRIA ESC: 1/20 VIENE DE LA CONEXIÓN BLANCO Y SIMPLE SENTIDO DE FLUJO CODO DE 45° TUBERIA DE DESAGUE SIMBOLO DESCRIPCIÓN LEYENDA INST. DESAGUE SUMIDERO ( incluye trampa ) CAJA DE REGISTRO CODO DE 90° SUBE TEE CON SUBIDA CODO DE 90° BAJA CODO DE 90° TEE TUBERIA DE AGUA FRIA SIMBOLO LEYENDA INST. AGUA FRIA AGUA ESC:1/25 TUBO PVC Ø 2" ALAMBRE N°16 ENROLLADO AL TUBO. CONCRETO f'c=140kg/cm2 ELEVACION DETALLE N°1 .10 2 ALAMBRES d1/4"x L=.50 EN CADA HILADA DEL MURO PLANTA ESC: 1/25 TUBO PVC Ø 2" CORTE B-B ESC: 1/20 contrazocalo H=120cm Pulido N.T.N. +0.00 N.P.T. +0.15 N.T.N. +0.00 N.P.T. +0.15 BLANCO 5 5 5 Muro s/Tarrajeo Muro c/Tarrajeo proyeccion de muro proyeccion de muro 5 5 5 Madera de 2"x3" Madera de 2"x3" 5 5 ESC: 1/10 PLANTA CORTE A-A ESC: 1/10 O 1/4" @ 0.30 PVC 2" PROY. CIMIENTO 2% 2% Ø 1/4" @ 0.20 PLANTA DE ESTRUCTURA ESC: 1/10 O 1/4" @ 0.20 O 1/4" @ 0.20 5 5 5 5 5 5 5 2% 2% 2% 2% 5 5 5 5 5 5 5 5 5 5 5 O 1/4" @ 0.20 O 1/4" @ 0.20 O 1/4" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 A-2 1/10 CORTE B-B ESC: 1/10 Concreto f'c=175 Kg/cm2 Concreto f'c=175 Kg/cm2 ISOMETRIA PILETA ESC: 1/10 Bruña 1cm @ 0.15 Tarrajeo y Pulido c/cemento Tarrajeo y Pulido c/cemento 5 DOMICILIARIA DE AGUA ESTRUCTURA DE MADERA TECHO - PRESPECTIVA ESC: 1/20 Calamina 2.40x0.83m e=0.24 mm Madera de 2"x3" Madera de 2"x3" Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 Correa de 2"x2" @ 0.85 5 Inodoro Lavatorio contrazocalo H=120cm Pulido 5 5 5 toallera 5 5 5 5 5 5 cobertura calamina galvanizada Ducha Proyeccion Techo 5 ESC: 1/20 A-2 1/20 N.T.N.+0.00 (1) Para muros usar ladrillo KK de 18 huecos dimensiones: 23x12.5x9 cm colocados en soga Cajas de registro prefabricados standard de 12"x24" con tapa de concreto Pileta BLANCO \W2.07799; PVC UF DN=110mm \W6.20720; NTP 4435 TUB. PVC Ø2" NTP 399.003 VA A BIODIGESTOR CAJA DE REGISTRO DE 0.60*0.30 TUB. PVC Ø2" NTP 399.003 A A 2- MEDIA CAÑA ENLUCIDO 1:2 4- TAPA CONCRETO 3- CAJA DE REGISTRO 12" X 24" 1- TUBERIA DE DESCARGA Ø 4" LEYENDA DETALLE "A" ESC: S/E A-2 1/10 5 5 5 5 A-2 1/25 Min=<> BLANCO 5 5 N.P.T. +0.15 N.T.N. +0.00 A-2 1/25 \W1.07334; BIODIGESTOR V=600 LT \W2.72449; A caja de lodos \W2.72449; PVC SAP 2" Relleno material propio cernido o de prestamo en capas de 0.20m Solado de concreto pobre e=0.05m y Ø0.65m \W4.45816; BIODIGESTOR DE 600 LT \W6.30447; DE CAPACIDAD \W7.91288; Esc. 1:25 5 Valvula de PVC d2" 5 5 5 5 5 PLANTA - SS.HH Caja de registro BIODIGESTOR POZO DE LODOS POZO DE PERCOLACIÓN Caja de registro SS.HH 5 5 5 5 5 5 5 5 5 LAVADERO VIENE - SS.HH. Relleno con material propio BIODIGESTOR POZO DE LODOS 5 \W1.39063; \A1;Relleno con grava \W3.93070; \A1;Ø\A1; 1\A1;\H0.70000x;\S1#2;\A1;", 2" y 2\A1;\F@Arial Unicode MS;\H0.70021x;\S1#2;\A1;" 5 5 5 VIENE - SS.HH. Smin=1.5% Smin=1.5% Perfil terreno Smin=1.50% Smin=1.50% POZO DE PERCOLACIÓN \W1.07334; BIODIGESTOR V=600 LT 5 5 5 5 5 5 \W1.07334; BIODIGESTOR V=600 LT PVC UF DN=110mm NTP 4435 TUB. PVC Ø2" NTP 399.003 TUB. PVC Ø2" NTP 399.003 \W2.07799; PVC UF DN=110mm \W6.20720; NTP 4435 PVC UF DN=2" NTP 399.002 PVC 2"\Fromans|c238; \Fromans|c0;NTP 399.003 \W1.67254; PVC 4" NTP 399.003 BIODIGESTOR \W4.65919; Tapa Sanitaria \W2.14961; Diám. 0.60x0.05mts. \W1.37930; \A1;Borde Losa Techo \W1.42583; \A1;C°A° 175 kg/cm2 \W2.07799; PVC UF DN=110mm \W6.20720; NTP 4435 \W4.00819; PVC DN=63mm \W4.51561; NTP ISO 1452 PVC UF DN=110mm NTP 4435 \W4.00819; PVC DN=63mm \W4.51561; NTP ISO 1452 Tapa concreto de 0.70x0.70 mts. Concreto f'c=175kg/cm2 5 5 5 5 5 5 5 5 \W1.37931; \A1;Relleno con grava \W1.42584; \A1;Ø 1\A1;\H0.70000x;\S1#2;\A1;", 2" y 2\A1;\fromans|b0|i0|c0|p0;\H0.70001x;\S1#2;\A1;" \W1.37931; \A1;Ladrillo king kong \W1.42584; \A1;de concreto 24x12.5x9cm 5 5 5 POZO DE PERCOLACIÓN 5 5 5 5 5 \W2.40472; \A1;Acero 3/8" @ 0.20 Tapa Sanitaria Diám. 0.60x0.05mts. 5 5 5 5 5 5 Tapa concreto de 0.70x0.70 mts. .Var. \W1.37930; \A1;Relleno con grava \W1.42583; \A1;Ø 1\A1;\H0.70000x;\S1#2;\A1;", 2" y 2\A1;\fromans|b0|i0|c0|p0;\H0.70021x;\S1#2;\A1;" 5 5 5 5 5 \W2.40472; \A1;Acero 3/8" @ 0.20 5 5 5 5 5 \W4.41348; \A1;Cimiento circular \W1.30754; \A1;concreto f'c=175kg/cm2 5 \W2.93096; \A1;Muro ladrillo/Soga Concreto PROY. CIMIENTO 2% 2% PVC-SAL Ø 2" O 1/4" @ 0.20 O 1/4" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2% 5 f'c=175 Kg/cm2 Concreto f'c=175 Kg/cm2 Concreto f'c=175 Kg/cm2 \W4.57601; Tapa Sanitaria \W2.03195; Diam. 0.60x0.05mts. Perfil terreno Smin=1.50% .Var. .Var. \W1.37930; \A1;Relleno con grava \W1.42583; \A1;Ø 1\A1;\H0.70000x;\S1#2;\A1;", 2" y 2\A1;\fromans|b0|i0|c0|p0;\H0.70021x;\S1#2;\A1;" 5 5 5 5 5 \W2.40472; \A1;Acero 3/8" @ 0.20 5 5 5 5 5 \W4.41348; \A1;Cimiento circular \W1.30754; \A1;concreto f'c=175kg/cm2 5 \W2.93096; \A1;Muro ladrillo/Soga \W4.57601; Tapa Sanitaria \W2.03195; Diam. 0.60x0.05mts. Smin=1.50% Lodos Agua Lodos VALVULA DE COMPUERTA TUB. PVC Ø1/2" NTP 399.002 CLASE 10.0 5 5 VENTANA S/E 5 5 tub. ventilacion Ø 2`` sube ventilacion Ø 2`` 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 Unión de transición de PVC 110 mm a 4" 5 5 5 TUB. PVC Ø1/2" NTP 399.002 CLASE 10.0 TUB. PVC Ø1/2" NTP 399.002 CLASE 10.0 PVC 2"\Fromans|c238; \Fromans|c0;NTP 399.003 TRAMPA P x 4" TEE CON REDUCCION SIMPLE x 4" a 2" SOMBRERO DE VENTILACIÓN x 2" Unión de transición de PVC 110 mm a 4" 5 5 PVC 2"\Fromans|c238; \Fromans|c0;NTP 399.003 PVC 2"\Fromans|c238; \Fromans|c0;NTP 399.003 5 5 5 5 5 5 5 5 5 5 5 5 5 Variable 5 5 5 5 ESC: S/E SOLADO ESC: S/E ESC: S/E 5 5 CORTE A'-A' VISTA PERFIL CONEXION DOMICILIARIA DE DESAGUE PLANTA 5 5 5 5 A A B B A A B B 3 4 2 1 C C A A B B 5 5 5 5 VER DETALLE "A" ACOMETIDA DOMICILIARIA VA BIODIGESTOR DETALLE "A" 2 2 3 3 3 3 1 1 2 2 ESPECIFICACIONES TECNICAS Albañileria f'm = 35 kg/cm2 Biodigestor autolimpiante de 600 lt, debera contar con autorizacion de DIGESA ya que no existe marco normativo al respecto. C:A = 1:12 C:H = 1:8 + 25% P.M. 4" max. C:H = 1:10 + 30% P.G. 8" max. f'y = 4,200 kg/cm2 f'c = 175 kg/cm2 C:A = 1:5 Solado de Concreto Mortero Resistencia Concreto Acero de refuerzo Concreto del Cimiento Concreto del sobrecimiento PLANTA GENERAL DE LETRINA CON ARRASTRE HIDRAULICO Esc. 1:25 PERFIL GENERAL DE LETRINA CON ARRASTRE HIDRAULICO Esc. 1:25 PLANTA BIODIGESTOR - POZO DE LODOS Y POZO PERCOLADOR CORTE A-A Esc. 1:25 DETALLE LOSA TECHO Esc. 1:25 Esc. 1:25 CORTE B-B TRAMPA P f'c = 175 kg/cm2 Biodigestor autolimpiante de 600 lt. (1) Para muros usar ladrillo KK de 18 huecos dimensiones: 23x12.5x9 cm colocados en soga Cajas de registro prefabricados standard de 12"x24" con tapa de concreto C:A = 1:12 Solado de Concreto C:H = 1:8 + 25% P.M. 4" max. Albañileria Mortero Resistencia Concreto Acero de refuerzo Concreto del Cimiento Concreto del sobrecimiento f'm = 35 kg/cm2 C:H = 1:10 + 30% P.G. 8" max. f'y = 4,200 kg/cm2 C:A = 1:5 ESPECIFICACIONES TECNICAS VA A POZO PERCOLADOR Smin=1.50% 4 3 1 2 5 5 PUERTA DE CALAMINA CON MARCO DE MADERA TORNILLO Malla mosquitero MODELO DE PUERTA \W3.63926; Puerta de Madera \W3.63926; CON CALAMINA Escala :s/e Listones de madera 1" x 2" Bisagras 1" 2" 5 5 5 Marco de madera 5 PLANTA, CORTE Y DETALLES SS.HH (TIPICO)

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, basic, biodigestor, construction, cuts, DETAIL, details, digester, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, Sanitation, sizing, specifications, unit, wasser bestimmung, water