Horizontal Flow Constructed Humidity DWG Section for AutoCAD

Horizontal Flow Constructed Humidity DWG Section for AutoCAD

Shot with Wastewater Treatment and Septic Tank Horizontal Flow Constructed Wetland for small communities in the area of ??the Forest of Peru. Plant – Sections – Construction Details

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

Other purposes, recreation, Other purposes, Catholic Church, Park, Communal services, Health, education, recreation, private property, Other purposes, private property, Street, Other purposes, Street, initial, Street, Project management office, Ofp pichari, National public investment system, Drainage channel, Roof projection, Drainage channel, Roof projection, Qd lps, Qd lps, Tub pvc salt iso mm, Tub pvc salt iso mm, Tub pvc salt iso mm, Emitter line to septic tank, Tub pvc salt iso mm, Tub pvc salt iso mm, Camera of bars, Bz no, septic tank, Cash register, Horizontal flow type artificial wetland, Camera output, Bz no, Issuing line, Camera of bars, septic tank, cut, cut, Horizontal flow type artificial wetland, Inert material, Typha sp, pending, gravel, Material waterproof clay layer, Of artificial wetland gravel, Material compacted in layers of, crown, your B. Distrib., Free edge, depth, crown, Granular medium, Wetland entrance, your B. Distrib., Exit of wetland, Detail pipe sieving, For cleaning, Wetland entrance, Not planting, Gavion, Gavion, Metal, departure, entry, Wetland entrance, Esc, Exit of wetland, Esc, Metal, Of entry, Output, Pvc sap screening, Inert material, Typha sp, pending, gravel, Hdpe geomembrane, Material compacted in layers of, Of artificial wetland gravel, Material compacted in layers of, crown, your B. Distrib., Free edge, depth, crown, Granular medium, Wetland entrance, your B. Distrib., Exit of wetland, Detail pipe sieving, For cleaning, departure, entry, Wetland entrance, Esc, Sole, departure, entry, N.a. Wetland, Metal, Wetland entrance, Esc, Esc, Wetland entrance, Esc, Sole, Wetland entrance, Esc, Not planting, Wooden door with wire, Fencing with bush of the fenced area, Ventilation duct, Ventilation system in corners, Drying bed, The dib. Not this scale, warning, If the bar does not measure, This plane is not valid unless the last revision this signed hand, Unit formuladora angel of services basic integral community union artificial fh kinkori.dwg, do not. archive:, District municipality of pichari, Revision description, Rev., Ing.discip .:, Coord.proyect .:, Ing.proy.disc .:, Drawn:, Department, province, district, location :., Location of public investment project:, Graphic design engineer, review, approval, Elab. profile:, description:, draft:, Installation of comprehensive basic sanitation services, In the community of union district of pichari, Horizontal flow artificial wetland, Convention, Pichari, Kenkori community, date, Ing. Angel fredy zorrilla juscamaita, Ing. Jaime navarro, Ing. Alberto malca ore, Opi pichari, scale, Sections, The convention cusco, Wastewater, scale, Processing facilities, scale, Input box output, scale, plant, Horizontal flow artificial humidity, Steel f’y, Technical specifications, concrete, Pipe fittings, steel, Minimum coatings:, Fc, Slab cms., Fluids pressure., Peruvian technical standard iso para, Pvc accessories pipe must meet, Fc, Wall of cºaº cms., Ing. Azj, Ing. love, Ing. Azj

Raw text data extracted from CAD file:

A OTROS FINES RECREACION OTROS FINES IGLESIA CATOLICA PARQUE SERVICIOS COMUNALES SALUD EDUCACION RECREACION PROPIEDAD PRIVADA 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 1 30.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 30.00 40.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 2 3 4 5 6 7 8 9 10 11 1 2 3 4 8 7 6 5 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 19.63 10.00 20.00 15.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 9.20 10.00 11.00 5 40.00 20.00 20.00 40.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 2 3 4 20.00 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 20.00 10.00 10.00 10.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 2 3 4 5 6 7 8 9 10 11 12 13 1 14 1 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 1 2 3 4 5 6 7 8 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.\fArial|b0|i0|c0|p34;77 6.95 10.00 10.00 1 2 3 4 6 7 5 2.57 8.17 20.\fArial|b0|i0|c0|p34;77 12.57 80.00 24.14 83.09 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 1 2 3 4 20.00 20.00 10.00 10.00 10.00 10.00 8 11.57 20.00 20.00 10.00 20.00 8.75 7.63 5 6 7 1 40.00 40.00 40.00 40.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 7.50 20.00 20.00 20.00 20.00 17.97 10.00 15.17 10.39 2.78 2 3 4 5 1 6 7 8 20.00 10.00 10.00 5.93 10.00 10.00 15.76 5.76 10.00 10.00 10.00 15.60 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 20.00 20.00 20.00 22.28 20.00 20.00 20.00 22.28 2 3 4 5 6 7 8 9 10 1 11 40.00 40.00 40.00 40.00 40.00 35.58 16.40 44.55 20.00 20.00 10.00 10.00 10.00 10.00 10.00 16.47 20.00 11.11 10.30 22.38 10.37 24.62 8.39 17.74 2.38 1 1 2 3 4 5 20.00 20.00 20.00 10.00 10.00 10.00 10.00 20.00 21.35 10.00 31.18 10.00 11.00 10.00 10.00 22.27 22.27 OTROS FINES 1.18 R 20.00 1 1 1 PROPIEDAD PRIVADA PROPIEDAD PRIVADA PROPIEDAD PRIVADA 85.34 115.75 147.36 136.81 CALLE 1 CALLE 2 CALLE 3 CALLE 4 CALLE 5 1 2 3 4 5 A B C D K E J M L R Q OTROS FINES 1 CALLE 8 CALLE 9 CALLE 7 CALLE 6 S T P N I O H G F 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 40.00 INICIAL CALLE 2 CALLE 2 2.90m 1 \A1;L=38.00m. \A1;L=50.00m. \A1;L=55.73m. \A1;L=50.00m. \A1;L=36.52m. \A1;L=50.00m. \A1;L=50.00m. \A1;L=50.00m. \A1;L=49.69m. \A1;L=44.95m. \A1;L=50.00m. \A1;L=28.97m. \A1;L=63.19m. Oficina Formuladora de Proyectos OFP - PICHARI Sistema Nacional de Inversion Publica \A1;L=30.00m. \A1;L=40.00m. \A1;L=40.78m. \A1;628.71 \A1;628.54 \A1;627.26 \A1;627.75 \A1;627.25 \A1;627.25 \A1;627.24 \A1;626.29 \A1;626.26 \A1;626.14 \A1;626.83 \A1;625.93 \A1;625.59 \A1;627.05 \A1;625.51 \A1;627.29 \A1;627.01 \A1;626.53 \A1;2.75 \A1;1.50 \A1;2.38 \A1;2.32 \A1;20.40 \A1;4.55 \A1;6.75 \A1;7.08 628.54 627.11 628.19 \A1;625.55 625.55 627.81 626.03 .50 9.40 \A1;2.00 \A1;1.25 .15 .15 .93 .15 .23 1.46 .70 .15 1.00 .15 .70 .15 1.00 .70 .15 .15 1.46 .15 .70 .15 1.00 1.16 \A1;25.20 \A1;1.00 \A1;1.40 \A1;20.40 \A1;1.40 \A1;1.00 \A1;9.40 \A1;1.40 \A1;1.00 \A1;1.40 \A1;1.00 \A1;2.73 \A1;2.00 \A1;1.00 \A1;0.50 \A1;17.57 \A1;0.50 \A1;0.49 \A1;0.74 \A1;1.40 \A1;1.00 \A1;14.20 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.40 \A1;2.00 \A1;1.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 1.00 .60 CANALETA DE DRENAJE PROYECCION DE TECHO CANALETA DE DRENAJE PROYECCION DE TECHO \Q15;NM Qd = 0.35 lps Qd = 0.35 lps Qd = 0.35 lps \Q15;NM Qd = 0.35 lps 11 5 5 5 TUB PVC SAL ISO 4435 d 160 mm S-20 Bz 4 Bz 3 Bz 2 Bz 1 Bz 5 Bz 9 Bz 6 Bz 10 Bz 8 Bz 7 Bz 11 Bz 12 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 5 5 5 5 5 5 5 5 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 LINEA EMISOR HACIA TANQUE SEPTICO 5 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 5 \Q15;NM Bz 13 Bz 14 Bz 15 Bz 16 Bz 17 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 TUB PVC SAL ISO 4435 d 160 mm S-20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAMARA DE REJAS Bz - Nº 19 TANQUE SEPTICO V=30M3 CAJA DE INGRESO HUMEDAL ARTIFICIAL TIPO FLUJO HORIZONTAL CAMARA DE SALIDA 5 S= 1 % 5 5 5 5 5 Bz - Nº 18 Bz - Nº 19 LINEA EMISOR 5 5 5 C C B B A A CAMARA DE REJAS 5 5 5 5 5 5 TANQUE SEPTICO V=30M3 CORTE A - A CORTE B - B 5 5 5 2.00 1.00 0.25 1.00 2.00 1.00 CORTE C -C HUMEDAL ARTIFICIAL TIPO FLUJO HORIZONTAL CONFITILLO MATERIAL INERTE e=2" TYPHA SP (TOTORA) @40cm PENDIENTE 1% GRAVA 40 - 80mm GRAVA 40 - 80mm GRAVA 20 - 30mm GRAVA 20 - 30mm MATERIAL ARCILLA IMPERMEABLE CAPA DE 10cm \LDETALLE DE PLANTAS, GRAVAS DE HUMEDAL ARTIFICIAL 2.00 1.00 MATERIAL IMPERMEABLE COMPACTADO EN 2 CAPAS DE 10cm Corona 5 5 TUB. DISTRIB. Ø 6" \A1;PERFORACIONES Ø\S1/2;"@0.50m BORDE LIBRE H=0.30m PROFUNDIDAD H=0.40m Corona MEDIO GRANULAR 2.00 1.00 ENTRADA A HUMEDAL TUB. DISTRIB. Ø 6" \A1;PERFORACIONES Ø\S1/2;"@0.50m SALIDA DE HUMEDAL DETALLE Tuberia Cribada (Salida) DETALLE Tuberia Cribada (Entrada) \A1;Ø\S1/2;\H1.4286x;"@0.50m PARA LIMPIEZA \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;ESC: 1/20 \A1;ESC: 1/20 \LCORTE A-A ENTRADA DE HUMEDAL NO PLANTAR NO PLANTAR GAVION \A1;h= 0.50x0.50 GAVION \A1;h= 0.50x0.50 5 5 5 5 5 5 \A1;Tapa metalica 0.7x0.7x\S1/4;" 5 5 5 SALIDA INGRESO \LPLANTA ENTRADA DE HUMEDAL ESC 1/25 F'c=210kg/cm2 5 5 5 A A 5 5 \LCORTE A-A SALIDA DE HUMEDAL 5 5 5 5 5 5 5 5 ESC 1/25 ESC 1/25 \A1;Tapa metalica 0.7x0.7x\S1/4;" \A1;S=1.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;GAVION 0.50X0.50 \A1;CAMARA DE ENTRADA \A1;CAMARA DE SALIDA \A1;GAVION \A1;TUBERIA PVC SAP 6" CRIBADA \A1;TEE PVC SAP 6" CRIBADA 5 CONFITILLO MATERIAL INERTE e=2" TYPHA SP (TOTORA) @40cm PENDIENTE 1% GRAVA 40 - 80mm GRAVA 40 - 80mm GRAVA 20 - 30mm GRAVA 20 - 30mm GEOMEMBRANA DE HDPE e=7.5mm MATERIAL IMPERMEABLE COMPACTADO EN 2 CAPAS DE 10cm \LDETALLE DE PLANTAS, GRAVAS DE HUMEDAL ARTIFICIAL 2.00 1.00 MATERIAL IMPERMEABLE COMPACTADO EN 2 CAPAS DE 10cm Corona 5 5 TUB. DISTRIB. Ø 6" \A1;PERFORACIONES Ø\S1/2;"@0.50m BORDE LIBRE H=0.30m PROFUNDIDAD H=0.40m Corona MEDIO GRANULAR 2.00 1.00 ENTRADA A HUMEDAL TUB. DISTRIB. Ø 6" \A1;PERFORACIONES Ø\S1/2;"@0.50m SALIDA DE HUMEDAL DETALLE Tuberia Cribada (Salida) DETALLE Tuberia Cribada (Entrada) \A1;Ø\S1/2;\H1.4286x;"@0.50m PARA LIMPIEZA \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;Ø\S1/2;\H1.4286x;"@0.50m \A1;ESC: 1/20 \A1;ESC: 1/20 SALIDA INGRESO \LPLANTA ENTRADA DE HUMEDAL ESC 1/25 F'c=175kg/cm2 5 5 5 5 5 5 5 5 solado 1:12 C:H, e=4" SALIDA INGRESO N.A. humedal \A1;Tapa metalica 0.8x0.8x\S1/4;" F'c=175kg/cm2 \LCORTE A-A ENTRADA DE HUMEDAL ESC 1/25 A A ESC 1/25 \LPLANTA ENTRADA DE HUMEDAL ESC 1/25 F'c=175kg/cm2 solado 1:12 C:H, e=4" F'c=175kg/cm2 \LCORTE A-A ENTRADA DE HUMEDAL ESC 1/25 \A1;Ø\S3/8;"@0.20m \A1;Ø\S3/8;"@0.20m 5 5 5 5 NO PLANTAR NO PLANTAR \A1;Ø\S3/8;"@0.20m PUERTA DE MADERA CON ALAMBRE 2 HOJAS, L=1.75m CERCO CON ARBUSTO DE LA ZONA Y ALAMBRADO L=123.40m 5 5 DUCTO DE VENTILACION DUCTO DE VENTILACION \A1;DUCTOS DE VENTILACION EN ESQUINAS \A1;DUCTOS DE VENTILACION EN ESQUINAS \A1;DUCTOS DE VENTILACION EN ESQUINAS \A1;DUCTOS DE VENTILACION EN ESQUINAS LECHO DE SECADO EL DIB. NO ESTA A ESCALA ADVERTENCIA SI LA BARRA NO MIDE 25mm 25 0 10 20 2 1 3 4 5 6 7 8 9 10 11 12 14 16 15 13 2 1 3 5 4 7 6 F E G C B A D G F E D C B A H ESTE PLANO NO ES VALIDO A MENOS QUE LA ULTIMA REVISION ESTE FIRMADA A MANO D:\\UF 2013 - UNIDAD FORMULADORA - ING ANGEL ZORRILLA\\INST DE LOS SERVICIOS BASICO INTEGRAL COMUNIDAD UNION KINKORI\\6.0 PLANOS\ TAR\\Humedad artificial FH - Kinkori.dwg 10 11 12 13 14 15 16 H No. DE ARCHIVO: MUNICIPALIDAD DISTRITAL DE PICHARI DESCRIPCIÓN DE REVISION REV. ING.DISCIP.: COORD.PROYECT.: ING.PROY.DISC.: DIBUJADO.: DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD :. UBICACION DEL PROYECTO DE INVERSION PUBLICA: INGENIERIA Y DIAGRAMACION : REVISION : APROBACION : ELAB. PERFIL: DESCRIPCION: Nª -- PROYECTO: INSTALACION DE LOS SERVICIOS DE SANEAMIENTO BASICO INTEGRAL EN LA COMUNIDAD DE UNION KINKORI, DISTRITO DE PICHARI HUMEDAL ARTIFICIAL DE FLUJO HORIZONTAL 20 LA CONVENCION PICHARI COMUNIDAD DE KENKORI FECHA : JUN-2013 ING. ANGEL FREDY ZORRILLA JUSCAMAITA ING. JAIME NAVARRO ING. ALBERTO MALCA ORE OPI - PICHARI ESCALA : 1/100 SECCIONES - LA CONVENCION - CUSCO DE AGUAS RESIDUALES ESCALA : 1/75 PLANTA DE TRATAMIENTO ESCALA : 1/75 ESCALA : 1/100 CAJA DE ENTRADA Y SALIDA ESCALA : 1/100 PLANTA HUMEDAD ARTIFICIAL DE FLUJO HORIZONTAL Acero f'y = 4200 Kg/cm2 ESPECIFICACIONES TECNICAS CONCRETO TUBERIA Y ACCESORIOS ACERO RECUBRIMIENTOS MINIMOS: f'c =100 Kg/cm 2 Losa = 5 cms. fluidos a presión. Norma Técnica Peruana ISO 4422 para Tubería y accesorios PVC deben cumplir f'c =210 Kg/cm 2 Muro de CºAº = 4 cms. ING. AZJ ING. AZJ ING. AMO ING. AZJ

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, constructed, DWG, flow, horizontal, kläranlage, section, septic, septic tank, shot, small, tank, treatment, treatment plant, wastewater