Water Treatment Plant DWG Detail for AutoCAD

Water Treatment Plant DWG Detail for AutoCAD

Plant; cuts and details of a water treatment plant with sand filters; activated carbon chamber and lift station.

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

Mexican institute of, Water technology, Architectural design of the water treatment plant, legal representative:, revised:, Dr. Isaac bonola a., graphic scale, Transverse universal of mercator, Cartographic projection:, Wgs, Datum:, draft:, sheet:, scale:, date:, Of December of, Div s.a. Of c.v., drawing:, Notes, The topographic survey was carried out with total station mark, The elevations refer to the nail, All the dimensions are given in except the, It is the responsibility of the resident of work to give different use to, Indicated on another unit., Sokkia with approach, With elevation m., Indicated on this plane., Acc .:, Mts, flat:, Property:, contract:, Construction worker:, Authorized:, Arq. Pedro adrian vida vazquez, Executive project for the modernization of the drinking water system municipality of tlaquiltenango, Armed with log cover, Cover frame, Coordinates of level banks, Dist., element, Bank table, elevation, do not., Location, Found, Nail with rondana street e. Shoe, Nail with natural washer, C. Lorenzo vazquez front shallow tank, Nail with rondana over bridge in the, November street, Nail with rondana on site of, Basin in front of the river, elevation, Div ing., Omega clamp, Set screw, Firm concrete, Square ptr of, Pvc pipe, Pvc hco. from, Perforations, Pvc hco. from, Perforations, Ccm, Chlorination, Sulfate, Angle of faith, Angle of faith, Angle of faith, Angle of faith, Clutches, Against frame, Hinges type, Barrel of, Ac sheet. To carbon, Caliber of, sill, sill, Hole for, Pinned, Angle of faith, cut, Isometric, Plant view, Acot: cm, Esc:, filter, Fla filter, Sludge concentrator, Treated water pipe, activated carbon, Chlorination, Armed detail, Acot. Mts., Esc., yam., Sand filter, yam.

Raw text data extracted from CAD file:

Instituto Mexicano de Tecnología del Agua D I V \W0.75698; ARQUITECTÓNICO DE LA \W0.75698; PLANTA POTABILIZADORA REPRESENTANTE LEGAL: Revisó: Dr. Isaac Bonola A. ESCALA GRÁFICA Universal Transversal de Mercator (UTM) Proyección cartográfica: WGS 84 DATUM: Proyecto: Lámina: Escala: P-9 1:50 Fecha: 19 de Diciembre del 2014 DIV INGENIERÍA, S.A. DE C.V. Dibujó: NOTAS 2.- El levantamiento topográfico se realizo con estación total marca Las elevaciones están referidas al BN-1, ubicado sobre clavo 3.- 1.- Todas las acotaciones están dadas en metros, excepto las Es responsabilidad del residente de obra darle uso distinto al 4.- indicadas en otra unidad. sokkia 630RK, con aproximación angular= 00° 0' 06''. con elevación 1,070.195 m. indicado en este plano. Acot.: mts PLANO: Predio: CONTRATO: MOR-CEA-SEPDS-2014-SROP-PROSSAPYS/PIPE-130 RESIDENTE DE OBRA: Autorizó: Arq. Pedro Adrian Vida Vazquez PROYECTO EJECUTIVO PARA LA MODERNIZACIÓN DEL SISTEMA DE AGUA POTABLE QUILAMULA, MUNICIPIO DE TLAQUILTENANGO 1076.20 1079.30 0.60 0.40 ARMADO DE TAPA REGISTRO 0.61 0.41 CONTRAMARCO DE TAPA 0.60 0.40 0.61 0.41 M1 498059.701 2046588.122 S/MOJONERA M2 498007.983 2046744.038 S/MOJONERA COORDENADAS DE BANCOS DE NIVEL Y X DIST. ELEMENTO 1071.478 1083.686 Z M3 498195.345 2046759.937 S/MOJONERA M4 497867.581 2046679.086 S/MOJONERA 1086.970 1070.323 M5 497869.331 2046877.628 S/MOJONERA M6 497870.094 2046570.613 S/MOJONERA 1070.558 1070.792 M7 497712.712 2046670.546 S/MOJONERA M8 497791.329 2046383.003 S/MOJONERA 1067.354 1088.166 M9 497722.817 2046471.007 S/MOJONERA M10 497599.882 2046411.028 S/MOJONERA 1079.794 1075.797 CUADRO DE BANCOS ELEVACIÓN NO. Y X UBICACIÓN ENCONTRADOS 497867.6640 BN-1 2046686.3030 1070.1950 CLAVO CON RONDANA S/GUARNICIÓN CALLE E. ZAPATA 498025.9180 BN-2 2046829.0970 1097.2920 CLAVO CON RONDANA S/TERRENO NATURAL C. LORENZO VAZQUEZ FRENTE A TANQUE SUPERFICIAL 498276.5550 BN-3 2046718.0540 1073.7160 CLAVO CON RONDANA SOBRE PUENTE EN LA CALLE 20 DE NOVIEMBRE 497756.2000 BN-4 2046650.9350 1067.8390 CLAVO CON RONDANA SOBRE SITIO DE CÁRCAMO FRENTE AL RÍO 1070.123 1097.303 1073.737 1067.890 ELEVACIÓN DIV ING. 5 5 5 0.0499999999883585 0.029999999795109 \A1;0.05 \A1;0.03 \A1;0.20 \A1;0.05 \A1;0.30 5 5 5 5 5 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.03 5 5 5 5 5 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.03 5 0.0499999999883585 5 0.0499999999883585 5 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.05 \A1;1.10 Abrazadera Omega Tornillo con taquete Firme de concreto PTR cuadrado de 1" Tubería de pvc \A1;0.142 \A1;60° \A1;30° \A1;60° 3.14 5 0.071 5 5 \W3.46619; PVC HCO. de \W3.46619; 63.5mm (2 1/2") \W3.79249; PVC HCO. de \W3.79249; 76.2mm (3") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") 5 0.142 0.142 0.142 0.142 0.142 0.142 0.142 0.142 0.142 0.142 \A1;0.138 \A1;30° \A1;60° 2.07 -31.1201086795198 5 5 5 5 5 5 5 5 5 5 5 5 -31.1201086795198 \W3.46619; PVC HCO. de \W3.46619; 63.5mm (2 1/2") \W3.79249; PVC HCO. de \W3.79249; 76.2mm (3") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") -31.1201086795198 \A1;60° \A1;0.071 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;3.14 \A1;2.07 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.069 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;32.55 \A1;22.50 \A1;25.00 \A1;16.00 \A1;9.20 \A1;9.20 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.95 \A1;12.25 \A1;2.80 \A1;3.50 \A1;3.50 \A1;7.50 \A1;10.90 \A1;3.50 CCM CLORACION SULFATO DE Al \A1;1.00 \A1;1.00 ANGULO DE FE DE 1-1/4" X 1/8" ANGULO DE FE DE 1" X 1/8" ANGULO DE FE DE 1" X 1/8" ANGULO DE FE DE 1-1/4" X 1/8" TAQUETES DE 1 1/2" X 1/4" CONTRA MARCO M A R C O \A1;70 cm \A1;70 cm \A1;58.7 cm \A1;68.7 cm BISAGRAS TIPO BARRIL DE 3/4" LAMINA DE AC. AL CARBON CALIBRE 14" DE 80X90cms SOLERA DE 1" X 1/8" SOLERA DE 1" X 1/8" BARRENO DE 1/4" PARA FIJAR CON TAQUETES \A1;50 cm \A1;68.70 cm \A1;70 cm ANGULO DE FE DE 1-1/4" X 1/8" x 10cm. A' A CORTE A-A' ISOMETRICO VISTA DE PLANTA ACOT: cm ESC: S/E \A1;7.50 \A1;2.80 \A1;10.90 \A1;11.15 \A1;3.05 \A1;7.75 \A1;22.20 \A1;2.44 \A1;2.10 \A1;3.50 \A1;3.85 \A1;1.05 \A1;2.05 \A1;0.30 \A1;0.30 \A1;0.30 \A1;10.90 \A1;11.15 \A1;2.44 \A1;2.10 \A1;3.50 \A1;3.85 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.00 5 5 5 5 FILTRO FGDC2 FILTRO FGDC1 FILTRO FLA CONCETRADOR DE LODOS CARCAMO DE AGUA TRATADA CARBÓN ACTIVADO CLORACIÓN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 6 5 3 A B C D 1 2 4 6 5 5 B B B B DETALLE DE ARMADO ACOT. Mts. ESC. S/E 1 2 4 6 5 5 5 5 5 5 5 5 2.10 5 5 N.A.M.E. FILTRO DE ARENA 5 5 N.A.M.E. 5 5 5 g=1.00 TON/M2 2.05 ton/m^ 2. 3.45 ton/m^ 2. 4 6 5 5 5 2.10 5 5 5 5 5 5

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

Mexican Institute of, Water technology, Architectural design of the water treatment plant, legal representative:, revised:, Dr. Isaac bonola a., graphic scale, Transverse universal of mercator, Cartographic projection:, Wgs, Datum:, draft:, sheet:, scale:, date:, Of December of, Div s.a. Of c.v., drawing:, Notes, The topographic survey was carried out with total station mark, The elevations refer to the nail, All the dimensions are given in except the, It is the responsibility of the resident of work to give different use to, Indicated on another unit., Sokkia with approach, With elevation m., Indicated on this plane., Acot:, Mts, flat:, Property:, contract:, Construction worker:, Authorized:, Arq. Pedro adrian vida vazquez, Executive project for the modernization of the drinking water system municipality of tlaquiltenango, Armed registry cover, Cover frame, Coordinates of level banks, Dist., element, Bank table, elevation, do not., Location, Found, Nail with rondana street e. Shoe, Nail with natural washer, C. Lorenzo vazquez front shallow tank, Nail with rondana over bridge in the, November street, Nail with rondana on site of, Groundwater in front of the river, elevation, Div ing., Omega clamp, Set screw, Firm concrete, Square ptr of, Pvc pipe, Pvc hco. from, Perforations, Pvc hco. from, Perforations, Ccm, Chlorination, Sulfate, Angle of faith, Angle of faith, Angle of faith, Angle of faith, Stakes, Against frame, Hinges type, Barrel of, Ac sheet. Carbon, Caliber of, sill, sill, Hole for, Pinned, Angle of faith, cut, Isometric, Plant view, Acot: cm, Esc:, filter, Fla filter, Sludge concentrator, Treated water pipe, activated carbon, Chlorination, Armed detail, Acot. Mts., Esc., yam., Sand filter, yam.

Raw text data extracted from CAD file:

Instituto Mexicano de Tecnología del Agua D I V \W0.75698; ARQUITECTÓNICO DE LA \W0.75698; PLANTA POTABILIZADORA REPRESENTANTE LEGAL: Revisó: Dr. Isaac Bonola A. ESCALA GRÁFICA Universal Transversal de Mercator (UTM) Proyección cartográfica: WGS 84 DATUM: Proyecto: Lámina: Escala: P-9 1:50 Fecha: 19 de Diciembre del 2014 DIV INGENIERÍA, S.A. DE C.V. Dibujó: NOTAS 2.- El levantamiento topográfico se realizo con estación total marca Las elevaciones están referidas al BN-1, ubicado sobre clavo 3.- 1.- Todas las acotaciones están dadas en metros, excepto las Es responsabilidad del residente de obra darle uso distinto al 4.- indicadas en otra unidad. sokkia 630RK, con aproximación angular= 00° 0' 06''. con elevación 1,070.195 m. indicado en este plano. Acot.: mts PLANO: Predio: CONTRATO: MOR-CEA-SEPDS-2014-SROP-PROSSAPYS/PIPE-130 RESIDENTE DE OBRA: Autorizó: Arq. Pedro Adrian Vida Vazquez PROYECTO EJECUTIVO PARA LA MODERNIZACIÓN DEL SISTEMA DE AGUA POTABLE QUILAMULA, MUNICIPIO DE TLAQUILTENANGO 1076.20 1079.30 0.60 0.40 ARMADO DE TAPA REGISTRO 0.61 0.41 CONTRAMARCO DE TAPA 0.60 0.40 0.61 0.41 M1 498059.701 2046588.122 S/MOJONERA M2 498007.983 2046744.038 S/MOJONERA COORDENADAS DE BANCOS DE NIVEL Y X DIST. ELEMENTO 1071.478 1083.686 Z M3 498195.345 2046759.937 S/MOJONERA M4 497867.581 2046679.086 S/MOJONERA 1086.970 1070.323 M5 497869.331 2046877.628 S/MOJONERA M6 497870.094 2046570.613 S/MOJONERA 1070.558 1070.792 M7 497712.712 2046670.546 S/MOJONERA M8 497791.329 2046383.003 S/MOJONERA 1067.354 1088.166 M9 497722.817 2046471.007 S/MOJONERA M10 497599.882 2046411.028 S/MOJONERA 1079.794 1075.797 CUADRO DE BANCOS ELEVACIÓN NO. Y X UBICACIÓN ENCONTRADOS 497867.6640 BN-1 2046686.3030 1070.1950 CLAVO CON RONDANA S/GUARNICIÓN CALLE E. ZAPATA 498025.9180 BN-2 2046829.0970 1097.2920 CLAVO CON RONDANA S/TERRENO NATURAL C. LORENZO VAZQUEZ FRENTE A TANQUE SUPERFICIAL 498276.5550 BN-3 2046718.0540 1073.7160 CLAVO CON RONDANA SOBRE PUENTE EN LA CALLE 20 DE NOVIEMBRE 497756.2000 BN-4 2046650.9350 1067.8390 CLAVO CON RONDANA SOBRE SITIO DE CÁRCAMO FRENTE AL RÍO 1070.123 1097.303 1073.737 1067.890 ELEVACIÓN DIV ING. 5 5 5 0.0499999999883585 0.029999999795109 \A1;0.05 \A1;0.03 \A1;0.20 \A1;0.05 \A1;0.30 5 5 5 5 5 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.03 5 5 5 5 5 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.03 5 0.0499999999883585 5 0.0499999999883585 5 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.05 \A1;1.10 Abrazadera Omega Tornillo con taquete Firme de concreto PTR cuadrado de 1" Tubería de pvc \A1;0.142 \A1;60° \A1;30° \A1;60° 3.14 5 0.071 5 5 \W3.46619; PVC HCO. de \W3.46619; 63.5mm (2 1/2") \W3.79249; PVC HCO. de \W3.79249; 76.2mm (3") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") 5 0.142 0.142 0.142 0.142 0.142 0.142 0.142 0.142 0.142 0.142 \A1;0.138 \A1;30° \A1;60° 2.07 -31.1201086795198 5 5 5 5 5 5 5 5 5 5 5 5 -31.1201086795198 \W3.46619; PVC HCO. de \W3.46619; 63.5mm (2 1/2") \W3.79249; PVC HCO. de \W3.79249; 76.2mm (3") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") \W1.06542; Perforaciones de \W1.06542; 9.52mm (3/8") -31.1201086795198 \A1;60° \A1;0.071 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;0.142 \A1;3.14 \A1;2.07 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.069 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;0.138 \A1;32.55 \A1;22.50 \A1;25.00 \A1;16.00 \A1;9.20 \A1;9.20 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.95 \A1;12.25 \A1;2.80 \A1;3.50 \A1;3.50 \A1;7.50 \A1;10.90 \A1;3.50 CCM CLORACION SULFATO DE Al \A1;1.00 \A1;1.00 ANGULO DE FE DE 1-1/4" X 1/8" ANGULO DE FE DE 1" X 1/8" ANGULO DE FE DE 1" X 1/8" ANGULO DE FE DE 1-1/4" X 1/8" TAQUETES DE 1 1/2" X 1/4" CONTRA MARCO M A R C O \A1;70 cm \A1;70 cm \A1;58.7 cm \A1;68.7 cm BISAGRAS TIPO BARRIL DE 3/4" LAMINA DE AC. AL CARBON CALIBRE 14" DE 80X90cms SOLERA DE 1" X 1/8" SOLERA DE 1" X 1/8" BARRENO DE 1/4" PARA FIJAR CON TAQUETES \A1;50 cm \A1;68.70 cm \A1;70 cm ANGULO DE FE DE 1-1/4" X 1/8" x 10cm. A' A CORTE A-A' ISOMETRICO VISTA DE PLANTA ACOT: cm ESC: S/E \A1;7.50 \A1;2.80 \A1;10.90 \A1;11.15 \A1;3.05 \A1;7.75 \A1;22.20 \A1;2.44 \A1;2.10 \A1;3.50 \A1;3.85 \A1;1.05 \A1;2.05 \A1;0.30 \A1;0.30 \A1;0.30 \A1;10.90 \A1;11.15 \A1;2.44 \A1;2.10 \A1;3.50 \A1;3.85 \A1;4.00 \A1;2.00 \A1;4.00 \A1;2.00 5 5 5 5 FILTRO FGDC2 FILTRO FGDC1 FILTRO FLA CONCETRADOR DE LODOS CARCAMO DE AGUA TRATADA CARBÓN ACTIVADO CLORACIÓN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 6 5 3 A B C D 1 2 4 6 5 5 B B B B DETALLE DE ARMADO ACOT. Mts. ESC. S/E 1 2 4 6 5 5 5 5 5 5 5 5 2.10 5 5 N.A.M.E. FILTRO DE ARENA 5 5 N.A.M.E. 5 5 5 g=1.00 TON/M2 2.05 ton/m^ 2. 3.45 ton/m^ 2. 4 6 5 5 5 2.10 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, carbon, cuts, DETAIL, details, DWG, filters, kläranlage, plant, sand, treatment, treatment plant, water