Pre Wastewater Treatment DWG Detail for AutoCAD

Pre Wastewater Treatment DWG Detail for AutoCAD

PRE TREATMENT WEIRS AND SYSTEM DETAILS .

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

Project management of potable water drainage, General subdireccion of construction, Executive project of the water treatment plant issuer, Valve box, Residuals for the locality of chih., National Water Comission, flat:, December, date:, Foreign:, National commission, of the water, Of. Central, Spout, crest, Steel plate, scale, detail, Acot: mm, Acot: mm, scale, Channel section, cut, Anchor bolts with nut, Exagonal of mm, detail, unscaled, Same as, Acot: mm, Structural side, Steel angle, tube of, angle of, The wall, tube of, unscaled, detail, angle of, Of maneuvers, Pzas, Sole of, By angle, Acot: mm, Polyethylene pipe, High density, Similar to the, Trash sand, Operation walker, scale, sidewalk, Platform for extraction, ramp, goes up, Grids of, manual operation, Operation walker, Operation walker, Operation walker, Operation walker, Shredder, Batter, Slab for, drain, chute, proportional, detail, principal, manifold, concrete, Armed, scale, cut, Operation walker, Platform for extraction, Trash sand, Shredder, Batter, distributor, box, sidewalk, natural, ground, natural, ground, goes up, ramp, goes up, ramp, proportional, chute, manual operation, Grids of, drain, Slab for, Slope of, Simple concrete, Slope of, Simple concrete, Simple concrete, centimeters, Of the proportional spout, height, Coordinate table for stroke, centimeters, width, spending, condition, Of expenses, Minimum spend, Average expenditure, Maximum expenditure, goes up, ramp, Sandbox, walker, ground, natural, sidewalk, Railing, Trash sand, Ramp for extraction, ground, natural, gate, Slider, rack, Shredder, Sandbox, Shredder, cut, scale, Slab for, drain, Cadence, references, do not., box, distributor, kind, kind, Polyethylene pipe, High density, Similar to the, of thickness, Spout cutout, Pipe of, Rainwater, Rio guachochi, Armed, Pipe of, concrete, manhole, Subcollector, Colombia igusa, Steel ced., Pipe of, Mm., arrival, Of water, Residual, Raw, natural, ground, Of exceedances, chute, Armed, Pipe of, concrete, concrete, Pipe of, Armed, principal, manifold, walker, walker, detail, detail, Exceedances of, chute, Exp., Close to galvanized mesh, Close to galvanized mesh, access, Close to galvanized mesh

Raw text data extracted from CAD file:

5 100 50 50 950 750 200 200 25 25 5 950 750 50 50 25 45° 5 200 1200 150 150 450 450 1050 20 80 122.5 250 645 1617.5 20 80 20 52.5 30 80 35 75 800 15 50 150 25 80 20 5 100 1417.5 100 100 77.5 102.5 225 45° 45° 45 45 60 125 95 250 95 80 15 55 5 5 20 20 20 25 32 42.5 80 10 22 43 20 20 45 45 75 5 20 95 80 65 95 145 30 30 20 250 250 80 70 70 80 100 100 90 90 100 400 100 20 20 5 20 20 20 20 55 60 20 95 75 80 95 200 700 1100 600 200 750 800 50 50 350 350 233.6 233.2 233.2 \A1;29 \A1;32 \A1;200 \A1;25 \A1;160 \A1;25 \A1;160 \A1;25 \A1;222.5 \A1;185 \A1;185 \A1;317.5 \A1;900 \A1;200 \A1;395 \A1;305 \A1;285 \A1;807.5 \A1;60 \A1;20 \A1;290 \A1;160 \A1;500 \A1;61 \A1;100 \A1;400 \A1;90 \A1;20 \A1;222.5 \A1;200 \A1;317.5 \A1;25 \A1;185 \A1;160 \A1;185 \A1;160 \A1;25 \A1;25 \A1;120 \A1;20 \A1;25 \A1;100 \A1;30 \A1;49.5 \A1;807.5 \A1;800 \A1;285 \A1;80 \A1;100 \A1;20 \A1;80 \A1;20 \A1;77.5 \A1;30 \A1;52.5 \A1;75 \A1;35 \A1;80 \A1;225 \A1;150 \A1;50 \A1;15 \A1;5 \A1;102.5 \A1;25 \A1;80 \A1;20 \A1;100 \A1;20 \A1;20 \A1;80 \A1;70 \A1;200 \A1;900 \A1;305 \A1;25 \A1;395 \A1;120 \A1;20 \A1;20 \A1;20 \A1;30 \A1;20 \A1;49.5 \A1;20 \A1;20 \A1;100 \A1;100 \A1;1417.5 \A1;1617.5 \A1;645 \A1;250 \A1;100 \A1;250 \A1;122.5 \A1;80 \A1;20 \A1;250 \A1;100 \A1;100 \A1;80 \A1;20 \A1;90 \A1;20 \A1;70 \A1;100 \A1;100 X \A1;2512.5 \A1;150 \A1;150 \A1;195 \A1;300 \A1;995 \A1;180 \A1;150 \A1;150 F U N C I O N A L GERENCIA DE PROYECTO DE AGUA POTABLE Y ALCANTARILLADO SUBDIRECCION GENERAL DE CONSTRUCCION PROYECTO EJECUTIVO DEL EMISOR Y PLANTA DE TRATAMIENTO DE AGUAS CAJA DE VALVULAS "TIPO" RESIDUALES PARA LA LOCALIDAD DE GUACHOCHI, CHIH. COMISION NACIONAL DEL AGUA PLANO: DICIEMBRE 97 FECHA: PT-F11 FORANEO: COMISION NACIONAL DEL AGUA OF. CENTRALES: \A1;5 \A1;100 \A1;50 \A1;50 \A1;750 \A1;233.6 \A1;50 \A1;800 \A1;350 \A1;950 \A1;750 \A1;200 \A1;200 \A1;200 \A1;700 \A1;1100 \A1;25 \A1;25 \A1;5 \A1;950 \A1;750 \A1;200 \A1;600 \A1;50 \A1;50 \A1;25 45° \A1;5 \A1;200 \A1;450 \A1;150 \A1;450 \A1;150 \A1;1050 \A1;1200 \A1;1417.5 \A1;1617.5 \A1;250 \A1;122.5 \A1;100 \A1;80 \A1;20 \A1;645 \A1;250 \A1;250 \A1;100 \A1;75 \A1;77.5 \A1;52.5 \A1;100 \A1;80 \A1;20 \A1;20 \A1;80 \A1;30 \A1;35 \A1;800 \A1;15 \A1;5 \A1;50 \A1;150 \A1;225 \A1;102.5 \A1;80 \A1;25 \A1;20 45° 45° \A1;45 \A1;45 \A1;5 \A1;20 \A1;60 \A1;20 \A1;125 \A1;25 \A1;95 \A1;250 \A1;95 \A1;80 \A1;32 \A1;42.5 \A1;5 \A1;15 \A1;20 \A1;55 \A1;80 \A1;10 \A1;22 \A1;43 \A1;20 \A1;20 \A1;45 \A1;45 \A1;5 \A1;20 \A1;75 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;95 \A1;80 \A1;20 \A1;65 \A1;30 \A1;95 \A1;145 \A1;30 \A1;20 \A1;80 \A1;20 \A1;70 \A1;70 \A1;20 \A1;80 \A1;20 \A1;100 \A1;100 \A1;90 \A1;90 \A1;100 \A1;400 \A1;100 \A1;5 \A1;20 \A1;20 \A1;20 \A1;55 \A1;60 \A1;20 \A1;95 \A1;75 \A1;20 \A1;20 \A1;20 \A1;80 \A1;95 \A1;233.2 \A1;50 \A1;350 \A1;233.2 VERTEDORA CRESTA PLACA DE ACERO DE 6.35mm.(1/4)" ESCALA 1:15 DETALLE "J" 5 Y 100 50 50 750 233.6 50 800 350 ACOT: mm 105.22 X 104.47 ACOT: mm ESCALA 1:20 SECCION DEL CANAL CORTE E-E 950 750 104.47 200 200 200 700 1100 105.22 104.90 25 25 5 950 750 200 600 50 50 25 TORNILLOS ANCLA CON TUERCA EXAGONAL DE 9.5 mm (3/8") DETALLE "D" SIN / ESCALA IGUALES DE 50x6mm (2 x 1/4") 45° ACOT: mm 5 200 ESTRUCTURAL DE LADOS ANGULO DE ACERO TUBO DE d=5cm. (2")x3.91 kg/m. ANGULO DE 10.2x0.6mm. ( 4"x1/4" ) LOSA O MURO (2")x3.91 kg/m. TUBO DE d=6cm. 450 150 450 SIN / ESCALA DETALLE "B" (TIPO) 0.4 ( 4"x4" ) ANGULO DE 10.2x0.6 150 DE MANIOBRAS (TIPO) 0.4 (TIPO) 0.4 1050 1200 0.4 (TIPO) (1/2X1/8")2 PZAS. SOLERA DE 1.27x0.3mm. POR ANGULO L=15cm. ACOT: mm TUBERIA DE POLIETILENO DE ALTA DENSIDAD IGUAL O SIMILAR AL 105.22 DE BASURA Y ARENA A A ANDADOR DE OPERACION 105.22 P L A N T A ESCALA 1:40 106.02 BANQUETA BANQUETA 106.02 PLATAFORMA PARA EXTRACCION RAMPA SUBE REJILLAS DE OPERACION MANUAL 105.22 ANDADOR DE OPERACION 105.22 ANDADOR DE OPERACION 105.22 ANDADOR DE OPERACION 105.22 ANDADOR DE OPERACION DESARENADOR DESARENADOR TALUD S= 1:1% LOSA PARA DESAGUE : VERTEDOR PROPORCIONAL (VER DETALLE "J") PRINCIPAL COLECTOR CONCRETO ARMADO DE 610mm.(24")d 20 80 122.5 250 250 250 645 1617.5 20 80 20 52.5 30 80 35 75 80 800 5 15 50 150 25 80 20 100 1417.5 100 100 77.5 285 807.5 102.5 225 100 20 80 20 70 20 70 20 80 20 100 90 90 100 100 400 100 20 20 20 20 20 20 30 100 30 100 20 100 120 49.5 61 49.5 120 500 1417.5 1617.5 250 122.5 100 80 20 645 250 250 100 285 75 77.5 52.5 100 80 20 20 80 30 35 807.5 800 60 15 5 50 150 225 102.5 80 25 20 ESCALA 1:40 CORTE A-A ANDADOR DE OPERACION PLATAFORMA PARA EXTRACCION DE BASURA Y ARENA DESARENADOR S= 1:1% TALUD DISTRIBUIDORA A LA CAJA BANQUETA BANQUETA NATURAL TERRENO NATURAL TERRENO SUBE RAMPA SUBE RAMPA 1 2 3 4 1 4 3 2 (VER DETALLE) PROPORCIONAL VERTEDOR OPERACION MANUAL REJILLAS DE DESAGUE LOSA PARA TALUD DE CONCRETO SIMPLE f'c= 100kg/cm 2 45° 45° TALUD DE f'c= 100kg/cm CONCRETO SIMPLE 2 45 45 5 20 60 20 125 25 95 250 95 80 32 42.5 5 15 20 55 80 10 22 43 20 20 45 45 5 20 75 20 20 20 20 20 95 80 20 65 30 95 145 30 f'c= 100kg/cm CONCRETO SIMPLE 2 CENTIMETROS 40.00 55.00 43.00 45.00 50.00 35.00 30.00 25.00 20.00 15.00 13.87 10.00 6.93 5.00 2.00 DEL VERTEDOR PROPORCIONAL ALTURA (Y) TABLA DE COORDENADAS PARA EL TRAZO 7.79 7.97 7.39 7.04 8.26 8.83 9.54 10.45 11.68 13.49 14.03 16.52 19.85 23.36 36.94 CENTIMETROS ANCHO (X) 118.97 108.15 93.01 97.34 43.26 54.08 64.89 75.71 86.52 10.82 14.99 21.63 30.00 32.45 GASTO L / S 4.33 CONDICION DE GASTOS GASTO MINIMO GASTO MEDIO GASTO MAXIMO B B 105.22 S= 32% SUBE RAMPA S= 32% 105.82 104.60 104.47 106.02 104.90 CAMARA DE ARENA 104.27 105.22 104.35 104.47 103.50 ANDADOR 3 4 2 1 TERRENO NATURAL BANQUETA BARANDAL DE BASURA Y ARENA RAMPA PARA EXTRACCION TERRENO NATURAL COMPUERTA DESLIZANTE REJILLA REJILLA DESARENADOR CAMARA DE ARENA DESARENADOR CORTE B-B ESCALA 1:40 20 80 20 70 70 20 80 20 100 100 90 90 100 400 100 LOSA PARA DESAGUE 5 20 20 20 55 60 20 95 75 20 20 20 80 95 290 CADENAMIENTO 536.20 233.2 50 350 233.2 D E S C R I P C I O N REFERENCIAS No. A LA CAJA DISTRIBUIDORA TIPO PE-3408-5DR 26 DE 355mm.(14")d-PLEXCO DE 355mm.(14")d-PLEXCO TIPO PE-3408-5DR 26 TUBERIA DE POLIETILENO DE ALTA DENSIDAD IGUAL O SIMILAR AL DE ESPESOR ESCOTADURA DEL VERTEDOR TUBERIA DE 104.60 200 25 160 25 160 25 222.5 185 185 AGUA PLUVIAL AL RIO GUACHOCHI 160 25 25 317.5 ARMADO DE TUBERIA DE CONCRETO 610mm.(24")d POZO DE VISITA 105.26 105.82 104.74 SUBCOLECTOR COLONIA IGUSA ACERO CED. 20 TUBERIA DE DE 254 mm. (10") 900 LLEGADA DE AGUAS RESIDUALES CRUDAS 29 32 105.05 104.74 105.82 NATURAL TERRENO DE EXCEDENCIAS VERTEDOR 105.05 104.95 104.90 106.02 104.60 105.82 222.5 200 25 185 160 25 160 185 317.5 25 200 395 305 395 900 305 200 ARMADO DE TUBERIA DE CONCRETO 610mm.(24")d CONCRETO TUBERIA DE ARMADO DE 610mm.(24")d PRINCIPAL COLECTOR ANDADOR 105.22 103.50 E E ANDADOR \A1;VER DETALLE "D" 105.26 20 \A1;VER DETALLE "B" 104.47 \A1;BARANDAL 104.27 104.27 305-0.8-61 EXCEDENCIAS DE 105.05 104.95 VERTEDOR VERTEDOR DE EXCEDENCIAS 106.02 2512.5 CERCA DE MALLA GALVANIZADA 150 150 195 300 995 CERCA DE MALLA GALVANIZADA 180 ACCESO 150 CERCA DE MALLA GALVANIZADA CERCA DE MALLA GALVANIZADA 106.02 305-0.8-61 150

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