Intake And Desarenador DWG Section for AutoCAD

Intake And Desarenador DWG Section for AutoCAD

Plane Intake and Sicra Desarenador in Rio; this work is important in that area of ??Peru. – Plants – sections – elevations – details

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

Plot in, Datum elev, Group, Section, Topgraf.t.e.c., Topgraf.t.e.c. Edwin r. Cardenas q., sheet, flat, draft, scale, date, Lev. top., design, Cad, region, observations, province, district, place, Huancavelica, Acobamba, Andabamba, Ccochamarca mayunmarca, designer, check out, District municipality of andabamba, Construction irrigation system ccochamarca mayunmarca, July, Maximum water level extraordinary, Cut to ‘, scale:, Side canal dump, Inlet nozzle, Concrete, Mud puddle, Wall of prosecution, Outlet main channel circular section tub. Hdpe, Concrete slabstone stone middle stone, Concrete foundation foundation stone, Inlet nozzle, Maximum water level extraordinary, Concrete cover, Cut b ‘, scale:, Departure window, Clean channel, Departure window, Clean channel, gate, Towards the ravine, Metal cover, Hatch type hatch, Metal cover, Metal cover, Decantation zone, Clean channel, Window of excellence, Flat type armco, Main channel input circular section tub. Hdpe, Outlet main channel circular section tub. Hdpe, Clean channel, Exit channel, concrete, Flat type armco, Main channel input circular section tub. Hdpe, concrete, Cut to ‘, scale:, Cut b ‘, scale:, concrete, Floor stone, concrete, River brook entrance, Brook entrance, Clean channel, Flat type armco, Clean channel, Outlet main channel circular section tub. Hdpe, Main channel input circular section tub. Hdpe, Decantation zone, Exit channel, Sandblasting plant, scale:, Entrance slab, Mud puddle, Output slab, Barrage, Mud puddle, Side canal dump, Inlet nozzle, creek, Concrete enforcement wall, Outrigger section circular tubing. Hdpe, Plant bocatoma, scale:, steel, concrete wall, concrete, Isometric view, Plot in

Raw text data extracted from CAD file:

PLOTEAR EN A3 DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 TopGraf.T.E.C. TopGraf.T.E.C. Edwin R. Cardenas Q. LAMINA : PLANO : PROYECTO : ESCALA : FECHA : LEV. TOP. : DISEÑO : CAD : REGION : OBSERVACIONES PROVINCIA : DISTRITO : LUGAR : \U+0394\U+E102\fNiagara Solid|b0|i0|c0|p82;<== topgraf_001_13@hotmail.com ==> <== e.rafael_001_13@hotmail.com ==>\fISOCPEUR|b0|i0|c0|p34;\U+E102\fNiagara Solid|b0|i0|c0|p82;\U+0394 HUANCAVELICA ACOBAMBA ANDABAMBA CCOCHAMARCA MAYUNMARCA PROYECTISTA : REVISA : **** **** MUNICIPALIDAD DISTRITAL DE ANDABAMBA CONSTRUCCIÓN SISTEMA DE RIEGO CCOCHAMARCA - MAYUNMARCA JULIO - 2007 Nivel del agua maxima extraordinaria 0.45 0.20 0.25 1.00 0.63 0.30 1.30 1.00 0.35 0.20 0.23 0.34 0.40 1.05 0.30 0.40 1.05 0.14 0.06 0.06 0.15 0.55 0.14 0.15 0.13 0.15 0.10 0.14 0.04 0.59 0.40 0.25 0.14 0.63 0.26 0.25 0.12 0.13 0.10 0.20 0.20 0.15 0.20 0.15 0.15 1.05 0.11 0.21 0.05 0.25 0.15 0.20 0.20 0.12 0.25 0.30 0.40 0.11 0.40 0.10 0.25 0.10 0.15 0.20 0.25 0.56 0.15 0.20 1.05 0.05 0.25 0.40 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 0.78 0.15 0.20 0.45 1.45 0.25 0.15 0.20 0.15 0.20 0.14 0.20 1.30 0.40 0.78 0.10 0.20 0.10 0.60 0.15 0.20 0.16 0.20 0.50 0.45 0.30 0.25 0.20 0.16 0.39 0.17 1.15 0.95 3.19 0.23 1.08 1.00 0.59 0.30 0.97 0.33 0.05 0.10 0.20 0.10 0.15 0.10 0.20 0.10 0.15 0.32 0.65 0.25 0.52 0.80 0.76 0.23 0.57 0.15 0.50 0.15 0.10 0.30 0.10 0.20 0.36 45°0'0" 45°0'0" 45°0'0" 0.80 0.20 0.11 0.11 0.35 0.20 0.20 0.75 1.00 0.65 Corte A - A' ESCALA: 1 / 20 8.49% 3.67% 08.01% 15.73% 9.49% 6.01% 15.73% SALIDA CANAL VERTEDERO LATERAL SALIDA CANAL VERTEDERO LATERAL BOCAL DE ENTRADA (0.30x0.14) BARRAJE (Perfil Creager) Concreto F'c=175 Kg/cm2 + 30% Piedra Mediana POZA DE ZAMPEADO MURO DE ENCAUSAMIENTO MURO DE ENCAUSAMIENTO SALIDA A CANAL PRINCIPAL Sección Circular Tub. HDPE d 2" LOZA DE ZAMPEADO Concreto F'c=175 Kg/cm2 + 30% Piedra Mediana PROYECCION CIMENTACION Concreto F'c=175 Kg/cm2 + 30% Piedra Mediana BOCAL DE ENTRADA Nivel del agua maxima extraordinaria 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 TAPA DE CONCRETO F'c=210 Kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Corte B - B' ESCALA: 1 / 20 CºCºf'c=175Kg/cm2+30%PM Ventana de excedencia Canal de Limpia Ventana de Excedencia Canal de Limpia Ø 3/8 " @ 0.20 i=3% Compuerta 0.20 x 0.20 Hacia la quebrada Tapa metálica de 0.37m2 Compuerta tipo izaje 0.20 x0.20 Tapa metálica de 0.37m2 i = 0.21 % Tapa metálica de 0.37m2 Tapa metálica de 0.37m2 feØ3/8"@0.25 feØ3/8" L=1.10 feØ3/8"L=0.85 feØ3/8"L=1.20 ZONA DE DECANTACIÓN <=== 5.00 % CANAL DE LIMPIA VENTANA DE EXEDENCIA \A1;Compuerta Plana Tipo ARMCO 0.25x0.30 Plancha=\S1/4;" INGRESO DE CANAL PRINCIPAL Sección Circular Tub. HDPE d 8" SALIDA A CANAL PRINCIPAL Sección Circular Tub. HDPE d 8" CANAL DE LIMPIA <=== 2 % CANAL DE LIMPIA <=== 10 % CANAL DE EXEDENCIAS <=== 113.38 % CONCRETO F'c=175 Kg/cm2 CONCRETO F'c=175 Kg/cm2 CONCRETO F'c=175 Kg/cm2 CONCRETO F'c=175 Kg/cm2 CONCRETO F'c=175 Kg/cm2 \A1;Compuerta Plana Tipo ARMCO 0.25x0.30 Plancha=\S1/4;" INGRESO DE CANAL PRINCIPAL Sección Circular Tub. HDPE d 8" CONCRETO F'c=175 Kg/cm2 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 Corte A - A' ESCALA: 1 / 20 Corte B - B' ESCALA: 1 / 20 CONCRETO -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 PISO PIEDRA -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETO 2 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 INGRESO RIO RIACHUELO INGRESO DEL RIACHUELO CANAL DE LIMPIA 2 % ===> \A1;Compuerta Plana Tipo ARMCO 0.25x0.30 Plancha=\S1/4;" CANAL DE LIMPIA 10 % ===> \W9.95816; SALIDA CANAL PRINCIPAL \W8.68688; Sección Circular Tub. HDPE Ø 8" INGRESO DE CANAL PRINCIPAL Sección Circular Tub. HDPE d 6" ZONA DE DECANTACIÓN 5.00 % ===> CANAL DE EXEDENCIAS 113.38 % ===> A A-01 A' A-01 B' A-01 B A-01 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 Planta Desarenador ESCALA: 1 / 20 9.49% 8.01% 10.73% 3.67% 06.01% 3.30% LOSA DE INGRESO POZA DE ZAMPEADO LOSA DE SALIDA BARRAJE POZA DE ZAMPEADO SALIDA CANAL VERTEDERO LATERAL BOCAL DE ENTRADA RIACHUELO MURO DE ENCAUSAMIENTO CONCRETO F'c=210Kg/cm2 B A-01 B' A-01 A A-01 SALIDA A DESARENADOR Sección Circular Tub. HDPE d 4" 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 Planta Bocatoma ESCALA: 1 / 20 A' A-01 5 5 5 5 5 5 5 1.00 5 Acero d 1/2"@ 0.25 MURO DE CONCRETO F'c=210 Kg/cm2 C°C°DE CONCRETO F'c=175 Kg/cm2+30%P.M VISTA ISOMETRICO PLOTEAR EN A2

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	area, autocad, desarenador, DWG, important, intake, kläranlage, PERU, plane, plants, rio, sand trap, section, treatment plant, work