Subdivision Treatment Plant And Elevated Tank– DWG Block for AutoCAD

Review of an elevated tank and treatment plant calculated and designed for a subdivision.

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

Location:, owner:, draft:, content:, scale:, date:, unit of measurement:, notes., localization map., north, graphic scale:, seal, firm, doorbell, revised:, calculation:, design:, sheet no .:, from:, type of plane:, drawing: drawing: drawing:, Design: Design: Design:, calculation: calculation: calculation:, reviewed: revised: revised:, owner: owner: owner:, location: location: location:, project: project: project:, content: content: content:, Flat type:, scale: scale:, date: date:, unitmeasure:, building, supervision of works., drawing:, scale, titulotitulotitulotitulo, scale, let’s stop, luisa, meters, yepocapa, variable mts, Specifications, Hydraulic cistern:, see detail, diameter tube, screw diameter, angular, pipe welded plate, angular, shoe, column, do not., n.p.t., see detail, detail, unscaled, scale, elevated tank plant, elevated tank lift, scale, tank shoe detail, scale, section, stairs, metallic structure, braces, metal tank with capacity of cubic meters of water, the elevated tank will be of metal with a total capacity of cubic meters of this tank should not exceed this the main structure of the tank will be of tube with angles as braces to be made a metal ladder with metal protection with tube of the The main structure will be fitted with plates that will also be welded to the structure to make the structural knots with the angular ones., stairs, metallic structure, diameter tube, pipe welded plate, diameter tube, bolts, stiffeners of, basic detail, unscaled, welding, installation detail of the pumping equipment, scale, horizontal centrifugal pump, pvc goes, distribution network, gal., Pressure, tank of, manifold, v.c., tank of, Pressure, gal., v.c., pressure switch, iron, engines, galvanized, suctions, glycerin manometer, cover, v.check, development, ing. s.p., development, Francisco Arango, farm the treasure, area of ​​parramos, chimaltenango, lotification, the luisa, elevated tank, facilities, July, metrics, manhole, grille channel grit, distribution box of flow, septic tank, absorption well, pen, PVC pipe, pen, PVC pipe, pen, PVC pipe, pen, PVC pipe, pen, PVC pipe, pen, PVC pipe, pen, PVC pipe, pen, PVC pipe, waste dump, gate valves, PVC pipe, cast iron concrete no., cast iron concrete no., PVC pipe, collection channel no., do not. esl no., input channel no., cast iron concrete no., Input channel, waste dump, pen, concrete smelting, entry, where there is materialpermissible, on end, tayuyo brick, comes from septic tank, development, ing. s.p., development, Francisco Arango, farm the treasure, area of ​​parramos, chimaltenango, lotification, the luisa, sewage treatment plant, facilities, July, metrics, Processing facilities, sands grit, section, section, section, well cover, well plant, well section

Raw text data extracted from CAD file:

UBICACIÓN: PROPIETARIO: PROYECTO: CONTENIDO: ESCALA: FECHA: UNIDAD DE MEDIDA: NOTAS. CROQUIS DE LOCALIZACIÓN. NORTE ESCALA GRAFICA: SELLO FIRMA TIMBRE + REVISÓ: CÁLCULO: DISEÑO: HOJA No.: DE: TIPO DE PLANO: DIBUJO:DIBUJO:DIBUJO: DISEÑO:DISEÑO:DISEÑO: CÁLCULO:CÁLCULO:CÁLCULO: REVISÓ:REVISÓ:REVISÓ: PROPIETARIO:PROPIETARIO:PROPIETARIO: UBICACIÓN:UBICACIÓN:UBICACIÓN: UBICACIÓN:UBICACIÓN:UBICACIÓN: UBICACIÓN:UBICACIÓN:UBICACIÓN: PROYECTO:PROYECTO:PROYECTO: PROYECTO:PROYECTO:PROYECTO: CONTENIDO:CONTENIDO:CONTENIDO: TIPODEPLANO: ESCALA:ESCALA: FECHA:FECHA: UNIDADMEDIDA: 111 999 DISEÑO, PLANIFICACIÓN, TOPOGRAFÍA, CONSTRUCCIÓN REMODELACIONES, SUPERVISIÓN DE OBRAS. integracionurbana@hotmail.com Tel.:57998022 DIBUJO: wbdgonzalez@hotmail.com ESCALA : TITULOTITULOTITULOTITULO ESCALA PARRAMOS LUISAS 0 100 200 300 400 METROS A YEPOCAPA 1.00 0.20 0.72 0.91 1.00 0.025 0.35 0.33 0.35 0.025 1.00 0.025 0.35 0.33 0.35 0.025 4.80 4.80 R2.20 4.67 0.20 5.33 5.33 5.33 1.00 21.87 17.00 0.375 0.33 0.375 \A1;7.22 \A1;5.17 \A1;5.97 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.32 \A1;1.00 \A1;45° \A1;0.15 \A1;1.53 \A1;0.33 \A1;0.15 \A1;0.54 \A1;0.15 \A1;0.54 \A1;0.15 \A1;0.33 \A1;0.15 \A1;4.00 \A1;0.15 \A1;0.69 \A1;0.32 \A1;1.01 \A1;0.85 \A1;0.10 \A1;0.95 \A1;0.10 \A1;0.32 \A1;0.42 \A1;0.30 \A1;0.07 \A1;1.06 \A1;0.20 \A1;3.30 \A1;0.10 \A1;0.40 \A1;0.15 \A1;4.56 \A1;0.50 \A1;0.15 \A1;0.64 \A1;0.50 \A1;0.20 \A1;0.15 \A1;1.49 \A1;0.15 \A1;2.15 \A1;0.15 \A1;0.15 \A1;1.50 \A1;R0.13 \A1;1.00 \A1;0.29 \A1;0.10 \A1;0.42 \A1;0.04 0.84 0.14 VARIABLE 25.00 MTS 1.50 0.14 0.90 0.84 0.14 0.14 0.75 D/2 ESPECIFICACIONES HIDRAULICAS DEL CISTERNA: 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 VER DETALLE 1 TUBO DE DIAMETRO 5" TORNILLO DIAMETRO DE 5/8" ANGULAR DE 2 1/2" x 1/2" x 1/8" PLATINA DE 1/4" SOLDADA A TUBO ANGULAR DE 2 1/2" x 1/2" x 1/8" ANGULAR DE 2 1/2" x 1/2" x 1/8" 619.1076054229228 G G ZAPATA Z- 1 COLUMNA 1 No. 4 @ 0.15 No. 4 @ 0.15 No. 4 @ 0.15 619.1076054229228 619.1076054229228 N.P.T. 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 619.1076054229228 VER DETALLE 2 DETALLE 1 SIN ESCALA ESCALA 1:50 PLANTA TANQUE ELEVADO ELEVACION TANQUE ELEVADO ESCALA 1:50 DETALLE 2 ZAPATA TANQUE ESCALA 1:10 ESCALA 1:20 SECCION G - G´ ESCALERA ESTRUCTURA METALICA ESTRUCTURA METALICA RIOSTRAS RIOSTRAS TANQUE DE METAL CON CAPACIDAD DE 38 MTS CUBICOS DE AGUA EL TANQUE ELEVADO SERA DE METAL CON UNA CAPACIDAD TOTAL DE 100 MTS CUBICOS DE AGUA, ESTE TANQUE NO DEBERA DE EXCEDER ESTA CAPACIDAD, LA ESTRUCTURA PRINCIPAL DEL TANQUE SERA DE TUBO DE 5" CON ANGULARES COMO RIOSTRAS PARA RIGIDIZARLO, SE LE HARA UNA ESCALERA DE METAL CON PROTECCION DE METAL CON TUBO DE 1". LA ESTRUCTURA PRINCIPAL SERA SOLDADA, LLEVARA PLATINAS QUE TAMBIEN ESTARAN SOLDADAS A LA ESTRUCTURA PARA HACER LOS NUDOS ESTRUCTURALES CON LOS ANGULARES. ESCALERA ESTRUCTURA METALICA TUBO DE DIAMETRO 5" PLATINA DE 1/4" SOLDADA A TUBO PLATINA DE 1/4" SOLDADA A TUBO TUBO DE DIAMETRO 5" PERNOS DE 5/8" RIGIDIZADORES DE 8" x 4" x 1/8" DETALLE DE BASE SIN ESCALA SOLDADURA DETALLE DE INSTALACIÓN DEL EQUIPO DE BOMBEO ESCALA 1:15 Capacidad/Unidad: Q=40GPM CDT=140pies 2 Bomba Centrifugas Horizontales PVC d2" va a Red de distribución 220 gal. Presión Tanque de Manifold de V.C d11/4" Tanque de Presión 220 gal. V.C d11/4" V.C d2" Switch de Presión PP=60PSI PA=40PSI Hierro Motores 1F/208Volt. 2HP, 3500RPM Galvanizado d2" Succiónes Manómetro de Glicerina Caratula Ø2.5", 0-100PSI V.Check d2" 619.1076054229228 619.1076054229228 619.1076054229228 DESARROLLO ING. S.P. ING. S.P. DESARROLLO FRANCISCO ARANGO GRANJA EL TESORO ZONA 3 DE PARRAMOS CHIMALTENANGO LOTIFICACION LAS LUISAS TANQUE ELEVADO INSTALACIONES 1/500 JULIO 2010 METRICA 12 22 POZO DE VISITA CANAL DE REJAS Y DESARENADOR CAJA DISTRIBUIDORA DE CAUDAL FOSA SEPTICA FOSA SEPTICA FOSA SEPTICA POZO DE ABSORCION POZO DE ABSORCION POZO DE ABSORCION PEN 2% TUBERIA PVC d 8 PEN 2% TUBERIA PVC d 15" PEN 2% TUBERIA PVC d 6" PEN 2% TUBERIA PVC d PEN 2% TUBERIA PVC d PEN 2% TUBERIA PVC d PEN 2% TUBERIA PVC d 6" PEN 2% TUBERIA PVC d 6" 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 VERTEDERO DE DEMASIA VALVULAS DE COMPUERTA d6" TUBERIA PVC d 6" TUBERIA PVC d FUNDICION DE CONCRETO HIERRO No. 4 @ 0.12 A B 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 FUNDICION DE CONCRETO HIERRO No. 4 @ 0.12 FUNDICION DE CONCRETO HIERRO No. 4 @ 0.12 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 TUBERIA PVC d CANAL DE RECOLECCION No. 3 @ 0.15 3 No. 3 @ ESL No. 3 @ 0.15 CANAL DE ENTRADA No. 3 @ 0.15 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 FUNDICION DE CONCRETO HIERRO No. 4 @ 0.12 CANAL DE ENTRADA C 572.5360560757184 572.5360560757184 VERTEDERO DE DEMASIA 572.5360560757184 PEN 2% Q= 110 L/S Q= 90 L/S 572.5360560757184 572.5360560757184 572.5360560757184 FUNDICION DE CONCRETO 572.5360560757184 572.5360560757184 ENTRADA 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 572.5360560757184 DONDE EXISTA MATERIALPERMIABLE 572.5360560757184 572.5360560757184 572.5360560757184 0.11 x 0.065 x 0.23 DE PUNTA LADRILLO TAYUYO DE A' VIENE DE FOSA SEPTICA DESARROLLO ING. S.P. ING. S.P. DESARROLLO FRANCISCO ARANGO GRANJA EL TESORO ZONA 3 DE PARRAMOS CHIMALTENANGO LOTIFICACION LAS LUISAS PLANTA DE TRATAMIENTO DE AGUAS NEGRAS INSTALACIONES 1/500 JULIO 2010 METRICA 16 22 PLANTA DE TRATAMIENTO 1/100 REJAS DESARENADORAS 1/50 SECCION A-A 1/50 SECCION B-B 1/50 SECCION C-C 1/50 TAPADERA DE POZO 1/25 PLANTA DE POZO 1/25 SECCION DE POZO 1/25

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	apartment, autocad, block, building, calculated, condo, designed, DWG, eigenverantwortung, elevated, elevated tank, Family, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, plant, review, subdivision, tank, treatment, treatment plant