Desander DWG Model for AutoCAD

Desander DWG Model for AutoCAD

REAL MODEL OF A MORE COMPLETE AND Desander SYSTEMS STAFF

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

sheet, Location:, scale:, mayor:, flat:, Region: new new new, date:, draft:, consultant:, drawing:, Tel:, January, Cajamarca, A.c.m, Location, irrigation, District municipality of the inca baths, Cajamarca, the Inca baths, Embedment, Plate, dump, Sutro, gate, Steering wheel type, To tank imhoff pcv dn, Bars, Pass through, Issuer arrives, dump, Sutro, gate, Metallic steering wheel type, Pass through, Bars, Arrives from the dealer, Tub.pvc dn, armor, Bottom slab, Wall armor, Pass through, Technical specifications, Metal flywheel type flap, Water level, your B. Cleaning pvc dn, Tub.pvc dn, Affirmed, Natural terrain compacted to, Concrete fy steel, Shoes cm. Free. Slabs cm. Free. Walls cm. Free., All interior surfaces with more waterproofing mixture., Coatings:, Shoes, Pvc dn, Sole, Affirmed, Sandblasting plant, section, Shredder, section, section, section, section, Dump sutro, Gate detail, front view, profile, plant, Sole, Affirmed, Sole, To tank imhoff pvc dn, Tel:, January, Cajamarca, Carlos quiroz romero, A.c.m, Shredder, Expansion of the water system, District municipality of, Cajamarca, Dates, Chilacat, Sewage treatment, District of cajamarca, Dates

Raw text data extracted from CAD file:

.90 .15 .25 .52 .31 .36 .90 .70 2.30 .64 .28 .00 .10 .66 .41 .69 .10 .40 .25 .64 .66 .72 .79 .83 .89 .93 .97 1.01 1.05 1.05 1.06 1.06 1.07 1.07 1.08 1.08 1.08 1.09 1.09 1.10 1.10 1.10 1.11 1.11 1.12 1.12 1.13 1.13 1.03 .98 .93 .88 .82 .77 .72 .63 4.18 1.06 4.22 .04 .66 .49 .34 .24 .10 .15 .15 2.30 .80 .36 .10 4.80 1.50 6.50 0,10 1.00 0,10 0,60 0,10 1.50 0,50 1,00 0,50 1,00 0,10 0,10 0,30 0,10 0,30 0,10 0,10 0,30 0,90 0,30 0,80 0,70 0,10 0,60 0,10 0,60 0,10 0,40 0,10 0,10 0,50 0,10 0,16 0,25 0,50 0,40 0,95 0,15 0,30 0,50 0,20 0,20 0,10 0,30 0,10 0,10 0,28 0,20 0,16 0,25 1,00 0,05 1,00 0,40 0,60 0,60 0.50 0,36 0,20 0,27 0,36 0,27 3.50 1,00 0,10 0,80 1.00 0,10 0,45 0,30 0,10 0,30 0,10 0,10 0,15 0,10 0.60 0,10 0,30 0,10 0,30 0,10 0,90 1,05 0,25 0,15 0,35 0,55 0,90 1,00 0,10 0,10 0,25 0,12 1,00 0,40 0,50 0,20 0,80 0,41 0,24 0,05 0,05 6,40 0,15 0.30 0.30 0,50 0,10 0,90 0,30 0,10 0,30 0,10 1,15 0,10 0,60 0,10 0,30 0,10 0,30 0,10 0,60 0,10 0,79 1,15 R0,23 0,49 0,05 0,37 Lámina N°: Ubicación: Escala: Alcalde: Plano: Region: Provincia:\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i1|c0|p18;Distrito:\fTimes New Roman|b0|i0|c0|p18; \fTimes New Roman|b0|i1|c0|p18;Localidad: Fecha: Proyecto: Consultor: Dibujo: Telf: U-01 Enero 2011 Cajamarca H A.C.M 1/50 UBICACION Riego MUNICIPALIDAD DISTRITAL DE LOS BAÑOS DEL INCA 076-366960 976-667388 Cajamarca Los Baños del Inca Ba 0,45 5 1.0 0.5 1.0 0.5 5 5 0.6000000000000085 5 5 5 5 5 0.5999999999999943 5 0.0999999999999943 0.3000000000000114 0.0999999999999943 0.3000000000000114 5 5 5 Empotramiento de placa Vertedero Sutro Compuerta tipo volante Al tanque IMHOFF PCV S25 DN 250mm Rejas ø 3/8" @ 2" Pasarella LLega Emisor Vertedero Sutro Compuerta tipo volante metálica Pasarella Rejas ø 3/8" @ 2" LLega del Repartidor Tub.PVC S25 DN 250mm 0.5 0.2458480579115019 5 5 0.9999999999999716 5 0.2796057956402649 0.245848057911445 0.2000000000000028 5 0.2000000000000028 0.5 5 5 5 S = 2 % 5 0.2719223593595927 0.3561552812807918 0.2719223593596212 5 0.3000000000000114 5 0.3000000000000114 5 1.0 5 0.799999999999983 5 5 0.4500000000000171 ø 3/8"@.15 ø3/8"@.25 ø 3/8"@.20 ø 3/8"@.20 ø3/8"@.25 ø 3/8"@.15 1 1 A A ARMADURA LOSA DE FONDO ARMADURA DE MUROS Pasarella ø1/4"@.15 ø3/8"@.15 ø1/2" ø3/8"@.20 f´c = 175 kg/cm2 ø1/4"@.05+R.10 4ø3/8" ø3/8"@.20 ø3/8"@.20 ø3/8"@.20 ø3/8"@.15 ESPECIFICACIONES TECNICAS 0.5500000000000114 0.3499999999999943 5 0.9000000000000057 ø 1/4" @.15 ø 3/8" @.25 ø 1/4" @.15 ø 3/8" @.20 0.0999999999999943 5 0.1000000000000227 0.2999999999999972 0.0999999999999943 0.25 Compuerta metalica tipo volante 5 0.1558480579114416 0.1999999999999886 0.4000000000000625 5 5 5 5 5 5 5 5 5 5 0.3561552812807918 5 5 5 5 0.9000000000000057 5 5 5 0.3000000000000114 3 3 5 5 ø 1/4" @.15 ø 3/8" @.25 ø 1/4" @.15 ø 3/8" @.20 5 0.2999999999999972 5 0.3000000000000114 0.9000000000000057 5 ø 1/4" @.15 ø 3/8" @.25 ø 1/4" @.15 ø 3/8" @.25 5 0.6000000000000085 5 0.3000000000000114 5 0.2999999999999972 5 0.6000000000000085 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 ø 3/8" @.25 5 ø 3/8" @.20 ø 3/8" @.25 ø 3/8" @.20 ø 3/8" @.25 ø 1/4" @.15 1.150000000000006 0.7876894374382601 4 4 5 5 5 0.3000000000000114 5 5 S=1.5% Nivel de aguas 5 0.4999999999999858 0.5 S= 3% S= 35% S= 27% Tub. Limpieza PVC S25 DN 200mm 1 1 1.050000000000011 0.9000000000000057 ø 3/8" @.20 ø 3/8" @.20 ø 3/8" @.20 Tub.PVC S25 DN 250mm 5 0.30 0.30 5 5 5 5 5 5 0.8000000000000114 0.0999999999999659 0.6000000000000227 5 5 0.3000000000000114 5 5 Afirmado e= 10cm Afirmado e=10cm Afirmado e=10cm Afirmado 0.1500000000000057 5 5 Terreno Natural compactado al 95% 0.1999999999999886 0.4132165167065693 0.5 5 0.4000000000000057 5 1.0 0.2382813542187421 5 0.9499999999999886 5 5 5 0.700000000000017 0.5999999999999943 5 0.3749082361310485 0.2500000000000142 5 5 0.4866013677958563 5 5 5 2728.00 2726.65 2727.10 2726.65 2727.10 2728.00 2727.54 2727.64 5 6.399999999999977 5 CONCRETO f´c = 210 Kg/cm2 ACERO fy = 4200 Kg/cm2 Zapatas 5 cm. libres. Losas 2 cm. libres. Muros 2 cm. libres. -Tarrajear todas las superficies interiores con mezcla 1:5 mas impermeabilizante. RECUBRIMIENTOS: CIMIENTOS, ZAPATAS PVC S25 DN 200mm Solado e= 5cm Solado e= 5cm Solado e=5cm Solado e=5cm Afirmado e=10cm PLANTA DESARENADOR E: 1/20 SECCION A -A E: 1/20 A A ESTRUCTURAS-PLANTA DESARENADOR E: 1/20 SECCION A -A E: 1/20 SECCION 3 - 3 E: 1/20 SECCION 4 - 4 E: 1/20 SECCION 1 - 1 E: 1/20 VERTEDERO SUTRO e=3/16" E: 1/20 DETALLE COMPUERTA E: 1/20 VISTA FRONTAL PERFIL PLANTA Solado Afirmado Solado 0.4500000000000455 \W9.69713; Al tanque IMHOFF PVC S25 \W7.79939; DN 250mm Telf: 076-366960 D-1 Enero 2012 Cajamarca Carlos Quiroz Romero A.C.M 1/20 DESARENADOR “MEJORAMIENTO Y AMPLIACIÓN DEL SISTEMA DE AGUA POTABLE, MUNICIPALIDAD DISTRITAL DE 976-667388 Cajamarca NAMORA Namora, Chilacat ALCANTARILLADO Y TRATAMIENTO DE AGUAS RESIDUALES DEL DISTRITO DE NAMORA, CAJAMARCA - CAJAMARCA” NAMORA

Language	Spanish
Drawing Type	Model
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, complete, desander, desarenador, DWG, kläranlage, model, real, staff, systems, treatment plant