Settler DWG Detail for AutoCAD

Settler DWG Detail for AutoCAD

sedimentation – Cortes – Details

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

Datum elev, Group, Section, households, Sheet number, Beneficiaries:, flat:, Cajamarca, district:, scale:, province:, sector:, Department:, designer:, Indicated, reviewed, date:, approved:, Create alert, Supervising pronasar, Jaen, Pucará, White stick, draft:, Construction of the drinking water system basic sanitation of the town of palo blanco pucará jaen cajamarca, Individual bath plan biodigestor lt., Create alert, November, Esc., plant …, Technical specifications, concrete, Upper slab cms., Spills, Interior cms., Exterior cms., Pipe fittings, Valve housing: see corresponding drawing, Slab cms., Walls cms., steel, Minimum coatings:, Overlaps, Long Minimum hook, Flooring: f’c, Armed: f’c, Ground bearing capacity, perimeter fence, The reservoir will be enclosed min. With rows of, Wire of posts max., Leaving minimal between walls siege, Simple: f’c, Ground improvement, Gravure layer, Layer of affirmed:, Independent input valves, Discharge dumps, Collection channel, Inlet holes cm cm, F’c concrete slabs with steel reinforcements cm, Output holes cm, departure, Cleaning valves, plant, cut, Esc., Cut new, Esc., Sludge evacuation gate, Relief dump, Sludge evacuation hole of section, Holes, Treated wood of thickness with perforations of diameter, Diffuser screen, Cut new, Esc., Relief dump, Sludge evacuation hole of section, Holes, cut, Esc., Treated wood of thickness with perforations of diameter, Plates columns, Of maximum stone, Concrete, Of maximum stone, Foundation: concrete f’c, Last edition of the national regulation, Study of mym floors, Slabs, Fy steel, Itintec hydrated aerated lime, Portland itintec cement, Of buildings, rules, Splices, Coatings, Indicated overload, Ground wt, Of maximum stone, In overcrowding: concrete f’c, general specifications, Concrete f’c, Detail of evacuation box, scale:, Rod guide, stem, framework, Metal iron, cut, scale:, scale:, cut, Evacuation pipe, Pending, pipeline, Evacuation pipe, Pending, Outlet pipe, Input pipe, Settler, Esc., Evacuation pipe, Pending, plant, Settler, province, place, district, Department, Location, I love you, the sea, flat:, design, D.t., review:, date:, scale:, July, draft, reference, Settler

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 45 VIVIENDAS LAMINA Nº S-01 BENEFICIARIOS: PLANO: CAJAMARCA DISTRITO: ESCALA: PROVINCIA: SECTOR: DEPARTAMENTO: PROYECTISTA: Indicada REVISADO Y FECHA: APROBADO: CONSORCIO CAXAMARCA SUPERVISION PRONASAR JAEN PUCARÁ PALO BLANCO PROYECTO: CONSTRUCCION DEL SISTEMA DE AGUA POTABLE Y SANEAMIENTO BASICO \W1.84302; DE LA LOCALIDAD DE PALO BLANCO - PUCARÁ - JAEN - \W1.84302; CAJAMARCA PLANO DE BAÑO INDIVIDUAL Y BIODIGESTOR DE 600 lt. CONSORCIO CAXAMARCA Noviembre - 2012 ESC. 1:XXX PLANTA ... ESPECIFICACIONES TECNICAS CONCRETO Losa superior = 2 cms. TARRAJEOS Y DERRAMES Interior 1:1 e=2.0 cms. Exterior 1:5 e=1.5 cms. TUBERIA Y ACCESORIOS Caseta de Válvulas: ver plano correspondiente Losa de fondo = 4 cms. Muros = 2 cms. ACERO RECUBRIMIENTOS MINIMOS: TRASLAPES Ø 1/2" = .50 m. Ø 3/8" = .40 m. Ø 1/4" = .30 m. Long. mínimo gancho = .15 m Solado: C° f'c = 100 Kg/cm C° ARMADO: f'c = 210 Kg/cm 2 2 =0.96 Kg/cm (Verificar en obra) CAPACIDAD PORTANTE TERRENO 2 t CERCO PERIMETRAL El reservorio irá cercado mín. con 5 hileras de alambre de puas y postes @ 1.50 m máx. dejando mínimo .60 m entre paredes y cerco C° SIMPLE: f'c = 175 Kg/cm 2 MEJORAMIENTO DE TERRENO Capa de Grava : 0.20m Capa de Afirmado: 0.10m Capa de Afirmado: 0.10m 0.20 1.00 3.70 1.30 0.20 0.20 0.20 0.50 0.50 1.05 3.45 0.20 0.20 0.50 0.20 0.95 0.20 0.30 0.20 0.95 0.20 1.20 0.02 0.20 0.02 0.20 0.02 0.02 0.20 0.02 0.50 \W0.46439; Valvulas de \W0.46439; Ingreso \W0.46439; independientes \W0.46439; Ø 1" \W0.86915; Vertederos \W0.86915; de Salida \W0.86915; Vertederos \W0.86915; de Salida \W1.36914; Canal de \W0.36915; Recolección \W0.73066; B \W0.82590; A A \W0.73066; B \W0.75447; C -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 \W1.79525; Orificios de \W1.79525; entrada ø1.5 \W1.79525; cm @ 0.10 cm \W4.75902; LOSAS DE CONCRETO \W3.85426; f'c 210 kg/cm2 e=7.5 \W0.42776; con refuerzos de acero ø 3/8" \W0.42776; @ 0.1 cm \W1.33856; Orificios de \W1.33856; salida ø1.5 \W1.33856; cm -252821.9352560714 -252821.9352560714 SALIDA E E \W1.27391; VALVULAS \W1.27391; DE LIMPIA \W1.27391; Ø 6" D D .70 .07 .30 1.50 .30 .30 2.41 2.20 .03 2.60 9.90 1.30 .85 .20 .80 .20 .20 .10 2.21 .60 .30 1.50 .60 .20 2.43 .15 1.00 .15 0.20 1.00 .70 .20 .15 .15 .15 .20 .70 .20 1.51 1.10 .20 0.15 .40 1.08 .30 2.18 2.20 .70 .30 .30 .68 .40 1.74 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CORTE B-B ESC. 1/25 CORTE \fTimes New Roman|b1|i1|c238|p18;A-A ESC. 1/25 5 Compuerta de evacuacion de lodos Vertedero de alivio \W9.58730; Orificio de evacuacion \W9.58730; de lodos de 0.20 x 0.30 de seccion Orificios \W7.54762; Madera tratada de 1"de espesor \W7.55952; con perforaciones de diametro 1.75cm Pantalla difusora 5% B B A A 5 5% 5% CORTE \fTimes New Roman|b1|i1|c238|p18;A-A ESC. 1/25 Vertedero de alivio \W9.58730; Orificio de evacuacion \W9.58730; de lodos de 0.20 x 0.30 de seccion Orificios 5% Ø1/2"@0.20m CORTE B-B ESC. 1/25 \W7.54762; Madera tratada de 1"de espesor \W7.55952; con perforaciones de diametro 1.75cm 5% Ø1/2"@0.20m Ø 3/8" @0.25m Ø 3/8" @0.20m Ø 3/8" @0.20m Ø1/2"@0.20m Ø 3/8" @0.25m Ø 3/8" @0.25m Ø 3/8" @0.25m Ø1/2"@0.20m Ø 3/8" @0.20m Ø3/8"@0.25m Ø 1/2" @0.20m Ø 3/8" @0.20m Ø 1/2" @0.20m 5 (VER ELEVACIONES) PLACAS y COLUMNAS 2.5cm. +40% DE PIEDRA DE 6" MAXIMO EN SUB-CIMIENTO: CEMENTO:HORMIGON 1:12 +30% DE PIEDRA DE 6" MAXIMO EN CIMIENTO: CONCRETO f'c = 100Kg/cm2 ULTIMA EDICION DEL REGLAMENTO NACIONAL (VER ESTUDIO DE SUELOS DE MyM CONSULTORES) LOSAS 2.0cm. ACERO fy = 4,200 Kg/cm2 CAL AEREA HIDRATADA ITINTEC 339-002 CEMENTO PORTLAND ITINTEC 334-009 DE EDIFICACIONES NORMAS EMPALMES RECUBRIMIENTOS SOBRECARGA S/C = INDICADO TERRENO wt = 0.93 Kg/cm2 +25% DE PIEDRA DE 2" MAXIMO EN SOBRECIMIENTO: CONCRETO f'c = 100Kg/cm2 ESPECIFICACIONES GENERALES CONCRETO f'c = 210Kg/cm2 DETALLE CAJA DE EVACUACION ESCALA: 1/20 (Bronce) GUIA DE VASTAGO VASTAGO d5/8" MARCO 2"x2"x3/16" e=1/4" PLANCHA METALICA .30 5 2.43 CORTE C - C ESCALA: 1/20 5 5 5 0.20 5 5 5 5 5 5 D D 5 C C 5 5 5 5 5 0.15 5 5 ESCALA: 1/20 CORTE D - D DN 250mm TUBERIA DE EVACUACION CON 8% PENDIENTE DN 250mm TUBERIA DN 250mm TUBERIA DE EVACUACION CON 8% PENDIENTE TUBERIA DE SALIDA TUBERIA DE ENTRADA DN 63mm DN 63mm SEDIMENTADOR ESC. 1/25 DN 250mm TUBERIA DE EVACUACION CON 8% PENDIENTE 5 5 5 5 5 5 5 Ø1/2"@0.20m PLANTA SEDIMENTADOR PROVINCIA LUGAR DISTRITO DEPARTAMENTO UBICACION : AYACUCHO : LA MAR PLANO: SED-01 DISEÑO : D.T. REVISION: FECHA: ESCALA: JULIO del 2013 PROYECTO : REFERENCIA : SEDIMENTADOR

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