Structural Plant Treatment Aqueduct DWG Detail for AutoCAD

Structural Plant Treatment Aqueduct DWG Detail for AutoCAD

Structural planes of plant aquaduct treatment with respective constructive details and irons dismantle

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

Main pipe pvc, Pvc washing water feed pipe, Branches in perforated corrugated pipe pvc, It comes from pvc aerator, Rapid partial descending, Comes from pvc washing water pump, Desarenador, Each, Each cm both faces, Both sides, Every cm, Each, Every cm, Each, Each, Each, Each, Cut to ‘, Each, Each, Cut off, Each, Ribbon pvc width cm, Dilation, Each, Cut b ‘, Each, Each, Each, Every cm, Every cm, Every cm, Every cm, Every cm, Every cm, Every cm, Each, Every cm, Each cm both faces, Both sides, Each cm both faces, Every cm, Sludge washing valve, Sludge washing valves, Outlet valve, Protective plate from the filter bed, Wash water evacuation channel, Filter bed, Threaded bush for pvc cleaning plug installation, Pvc door valve, Main pipe pvc, Pvc washing water feed pipe, Evacuation of washing water drying bed pvc, It comes from pvc aerator, Storage tank pvc, Return tank water for washing pvc, Branches in perforated corrugated pipe pvc, It comes from pvc aerator, Rapid descending in plant, Rapid partial descending, Comes from pvc washing water pump, Hydrofoil system, You do, Flat no., File no., Date:, Digit:, Scale:, Project:, Suitability treatment plant, Content:, Conventions:, Design:, Municipality of, Department of boyaca, Scheme treatment system, Check:, Secretary of municipal planning, V.b., Broken old municipality soracá, Dosing machines, Plates of de, Perforated tube of, Metal trough for washing filter beds, Gates, Beams, Metal trough for washing filter beds, Gates, Cut, Cut, Cut, Wash valve, Wash valve of, Sludge washing valve, Sludge washing valves, Outlet valve, Wash valve, Wash valve of, Sludge washing valve, Sludge washing valves, Outlet valve, Ing Pablo cease murcia bermudez, Plant, Hydrofoil system, You do, Flat no., File no., Date:, Digit:, Scale:, Project:, Suitability treatment plant, Content:, Conventions:, Design:, Municipality of, Department of boyaca, Scheme treatment system, Check:, Secretary of municipal planning, V.b., Broken old municipality soracá, Dosing machines, Plates of de, Perforated tube of, Metal trough for washing filter beds, Gates, Beams, Metal trough for washing filter beds, Gates, Cut, Cut, Cut, Wash valve, Wash valve of, Sludge washing valve, Sludge washing valves, Outlet valve, Wash valve, Wash valve of, Sludge washing valve, Sludge washing valves, Outlet valve, Ing Pablo cease murcia bermudez, Plant, Wash valve, Wash valve of, Sludge washing valve, Sludge washing valves, Outlet valve, Plant, Compact recebo, Mat, Flat no., Project:, He calculated, Owner:, Date, Scale, Contains:, Drawing:, Acad file:, Observations:, Eduardo contreras services of engineering structural design construction consultancy of civil works cra. Of. Sky, Ing Eduardo contreras, Live load covered:, Live cargo mezzanine:, Specifications:, Overlap: iron iron iron iron iron iron, Fy mpa, Mpa, Relationship cement water, Indicated, Structural.dwg, September, Covered, Sand box, Facade cuts, Architectural plants, H.e.c.s., Neighborhood, Street no. Tunja, The colorada, Two-story house, C.c. Of tunja, Jorge eduardo contreras cipamocha, Sludge washing valve, Sludge washing valves, Outlet valve, Goes out to an existing tank, Return for filter backlog, Evacuation of washing water pvc, Dynamic system, Cut, Sludge washing valve, Sludge washing valves, Outlet valve, Floor first floor, Floor plan start walls, Floor plan, Covered plant, Hydrofoil system, You do, Flat no., File no., Date:, Digit:, Scale:, Project:, Suitability treatment plant, Content:, Conventions:, Design:, Municipality of, Department of boyaca, Scheme treatment system, Check:, Secretary of municipal planning, V.b., Broken old municipality soracá, Dosing machines, Plates of de, Perforated tube of, Cut, Cut, Ing Pablo cease murcia bermudez, Tank, Storage, Record, Main pvc, Rams in perforated corrugated pipe pvc, Filter sand bed mm, Record, Wash water evacuation channel, Evacuation of washing water pvc, Record, Filter sand bed mm, Record, Protective filter bed plate, Water inlet pipe for washing pvc, Level of land, Wash water evacuation channel, Goes out to an existing tank, Return for filter backlog, Sludge washing valve, Sludge washing valves, Outlet valve, Floor second floor, Goes out to an existing tank, Return

Raw text data extracted from CAD file:

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cada 12.5cm 4P 1#3 - 580 cada 12.5cm 3P 1#3 - 570 cada 12.5cm -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 6D 1#3 - 250 cada 12.5cm CORTE D - D' -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 10D 1#4 - 285 cada 24cm 12D 1#4 - 150 cada 8cm 11D 1#3 - 150 cada 10cm 9D 1#3 - 350 cada 12.5cm 9D 1#3 - 350 cada 25cm 13D 1#3 - 160 cada 12.5cm 14D 1#3 -350 cada 12.5cm Cinta PVC ancho 20 cm DILATACION 13D 1#3 - 160 cada 12.5cm CORTE B - B' 10D 1#4 -285 cada 24cm -809.2093124587295 -809.2093124587295 -809.2093124587295 12D 1#4 - 150 cada 8cm -809.2093124587295 -809.2093124587295 -809.2093124587295 11D 1#3 - 150 cada 10cm -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 1D 1#3 - 190 cada 10 cm 1D 1#3 - 190 cada 10 cm 3D 1#3 - 104 cada 12.5 cm 4D 1#3 - 0.96 cada 12.5 cm 2D 1#3 - 250 cada 12.5 cm -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 5D 1#3 - 190 cada 10 cm -809.2093124587295 -809.2093124587295 4D 1#3 - 0.96 cada 12.5 cm -809.2093124587295 -809.2093124587295 7D 1#3 - 0.96 cada 12.5 cm -809.2093124587295 -809.2093124587295 3D 1#3 - 104 cada 12.5 cm -809.2093124587295 -809.2093124587295 8D 1#3 - 104 cada 12.5 cm -809.2093124587295 -809.2093124587295 9D 1#4 - 350 cada 12.5 cm 13D 1#3 - 160 cada 12.5cm 14D 1#3 -350 cada 12.5cm 10D 1#4 - 285 cada 24cm 15D 1#4 -220 cada 25 cm 16D 1#3 - 300 cada 20 cm ambas caras 15D 1#43 - 220 cada 25cm ambas caras 15D 1#43 - 220 cada 25cm ambas caras -809.2093124587295 -809.2093124587295 16D 1#3 - 300 cada 20 cm ambas caras -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 -809.2093124587295 17D 1#3 -100 cada 20 cm 17D 1#3 -100 cada 20 cm 17D 1#3 -100 cada 20 cm -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 -875.4533430411931 A A´ A B´ VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" 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 PLACA PROTECTORA DEL LECHO FILTRANTE CANAL DE EVACUACION DE AGUA DE LAVADO CANAL DE EVACUACION DE AGUA DE LAVADO LECHO FILTRANTE LECHO FILTRANTE BUJE ROSCADO PARA INSTALACION DE TAPON DE LIMPIEZA PVC d=3" VALVULA DE COMPUERTA PVC d=3" TUBERIA PRINCIPAL PVC d=3" TUBERIA DE ALIMENTACION DE AGUA DE LAVADO PVC d=3" S=5% S=5% EVACUACION DE AGUA DE LAVADO A LECHO DE SECADO PVC d=6" VIENE DE AIREADOR PVC d=3" A TANQUE DE ALMACENAMIENTO PVC d=3" RETORNO A TANQUE DE AGUA PARA LAVADO PVC d=3" A A' RAMALES EN TUBERIA CORRUGADA Y PERFORADA PVC d=2" VIENE DE AIREADOR PVC d=3" \A1;FILTRO RAPIDO DESCENDENTE \H0.666667x;VISTA EN PLANTA \A1;FILTRO RAPIDO DESCENDENTE \H0.666667x;PLANTA PARCIAL VIENE DE BOMBA AGUA DE LAVADO PVC d=2" B B' 5 Sistema de hidroflo 1:50 FAS PLANO No. Archivo No. Fecha: DIGITO: Escala: PROYECTO: ADECUACIONES PLANTA DE TRATAMIENTO CONTENIDO: CONVENCIONES: DISEÑO: MUNICIPIO DE DEPARTAMENTO DE BOYACA Planta-perfil esquema sistema de tratamiento REVISO: SECRETARIA DE PLANEACION MUNICIPAL V.B. QUEBRADA VIEJA MUNICIPIO DE SORACÁ Dosificadores -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589742 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 \U+22056" \U+2205 6" -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 21 placas de asbesto-cemento de 2.40x1.20 m Tubo perforado de 6" Canaleta metalica para lavado de lechos filtrantes Compuertas Viguetas Canaleta metalica para lavado de lechos filtrantes Compuertas 1 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 A A´ CORTE A-A´ A B´ CORTE B-B´ -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 C C´ CORTE C-C´ VALVULA DE LAVADO 6" VALVULA DE LAVADO DE 8" VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" VALVULA DE LAVADO 6" VALVULA DE LAVADO DE 8" VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.599813958974 -877.5998139589741 -877.5998139589741 Ing. PABLO CESAR MURCIA BERMUDEZ -877.5998139589741 PLANTA PLANTA 5 Sistema de hidroflo 1:50 FAS PLANO No. Archivo No. Fecha: DIGITO: Escala: PROYECTO: ADECUACIONES PLANTA DE TRATAMIENTO CONTENIDO: CONVENCIONES: DISEÑO: MUNICIPIO DE DEPARTAMENTO DE BOYACA Planta-perfil esquema sistema de tratamiento REVISO: SECRETARIA DE PLANEACION MUNICIPAL V.B. QUEBRADA VIEJA MUNICIPIO DE SORACÁ Dosificadores -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589742 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 \U+22056" \U+2205 6" -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 21 placas de asbesto-cemento de 2.40x1.20 m Tubo perforado de 6" Canaleta metalica para lavado de lechos filtrantes Compuertas Viguetas Canaleta metalica para lavado de lechos filtrantes Compuertas 1 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 A A´ CORTE A-A´ A B´ CORTE B-B´ -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 C C´ CORTE C-C´ VALVULA DE LAVADO 6" VALVULA DE LAVADO DE 8" VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" VALVULA DE LAVADO 6" VALVULA DE LAVADO DE 8" VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.5998139589741 -877.599813958974 -877.5998139589741 -877.5998139589741 Ing. PABLO CESAR MURCIA BERMUDEZ -877.5998139589741 PLANTA PLANTA 5 \A1;2.58 \A1;1.18 \A1;1.21 \A1;.84 \A1;1.95 \A1;.72 \A1;.39 \A1;1.10 \A1;1.13 \A1;3.32 \A1;.15 \A1;.15 \A1;0.003 \A1;0.004 \A1;0.000 \A1;0.001 \A1;0.001 \A1;0.001 \A1;0.001 \A1;0.001 \A1;0.2500 \A1;0.5000 \A1;0.003 \A1;0.001 \A1;0.5000 \A1;0.000 \A1;0.002 \A1;0.8000 \A1;0.001 \A1;0.000 \A1;0.001 \A1;1.1000 \A1;0.003 \A1;0.004 \A1;0.003 \A1;0.001 \A1;0.001 \A1;0.001 \A1;0.001 \A1;0.001 \A1;0.001 \A1;1.0000 \A1;3.00 \A1;.20 \A1;.20 \A1;.15 \A1;2.16 \A1;.40 \A1;3.45 \A1;.60 \A1;.86 \A1;3.54 \A1;.92 \A1;2.57 \A1;1.01 \A1;.12 \A1;2.49 \A1;2.72 \A1;2.22 \A1;2.79 \A1;.65 \A1;2.85 \A1;.20 \A1;.76 \A1;.20 \A1;.40 \A1;.18 \A1;10.80 \A1;6.55 \A1;.80 \A1;.60 \A1;.89 \A1;1.95 \A1;12.60 \A1;8.23 \A1;1.51 \A1;.86 \A1;.65 \A1;1.13 \A1;12.60 \A1;7.95 \A1;2.60 \A1;2.56 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 -715.5126442110742 A A´ A B´ C VALVULA DE LAVADO 6" VALVULA DE LAVADO DE 8" VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" PLANTA \A1;.20 \A1;.75 \A1;.20 \A1;2.80 \A1;.75 \A1;.20 \A1;.03 \A1;.20 \A1;.20 \A1;2.87 \A1;6.55 \A1;3.45 \A1;.60 \A1;1.20 \A1;.71 \A1;.84 \A1;1.95 \A1;.92 \A1;2.57 \A1;.00 \A1;.15 \A1;7.95 \A1;2.60 \A1;2.56 \A1;2.79 \A1;12.60 \A1;10.80 \A1;.60 \A1;12.60 \A1;8.23 \A1;3.02 \A1;.20 \A1;2.40 \A1;.15 \A1;2.21 \A1;.20 \A1;2.59 \A1;.20 \A1;.20 \A1;2.82 \A1;.20 \A1;3.13 \A1;.20 \A1;1.10 \A1;.20 \A1;2.40 \A1;.15 \A1;1.03 \A1;.15 \A1;1.03 \A1;.15 \A1;.69 \A1;.20 \A1;1.75 \A1;.20 \A1;.80 \A1;.80 \A1;.20 \A1;.95 \A1;.15 \A1;.95 \A1;.15 \A1;.93 \A1;.20 \A1;2.82 \A1;.20 \A1;.70 \A1;3.25 \A1;1.20 \A1;.71 \A1;.80 \A1;.60 \A1;2.20 \A1;.84 \A1;.41 \A1;1.95 \A1;.52 \A1;.20 \A1;3.94 \A1;.55 \A1;.90 \A1;.95 \A1;.50 \A1;.50 \A1;.83 \A1;.90 \A1;3.43 \A1;3.55 \A1;2.05 \A1;2.54 \A1;.25 \A1;.10 \A1;.50 \A1;.10 \A1;.55 \A1;.52 \A1;.10 \A1;.50 \A1;.55 \A1;.45 \A1;.10 \A1;1.85 \A1;.20 \A1;2.16 \A1;.20 \A1;2.59 \A1;.20 \A1;.20 \A1;1.43 \A1;.10 \A1;.63 \A1;.20 \A1;.50 \A1;2.40 \A1;.15 \A1;.30 \A1;.15 \A1;2.03 \A1;.20 \A1;1.05 \A1;.06 \A1;1.05 \A1;.20 \A1;.85 \A1;.06 \A1;.85 \A1;.06 \A1;.77 \A1;.20 \A1;2.82 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;3.25 \A1;.93 \A1;.19 \A1;.20 \A1;.20 \A1;.25 \A1;3.05 \A1;2.69 \A1;2.64 \A1;.20 \A1;1.12 \A1;2.20 \A1;.10 \A1;.45 \A1;.30 \A1;.10 \A1;.50 \A1;3.26 \A1;2.18 \A1;3.25 \A1;6.03 \A1;3.75 \A1;1.44 \A1;.40 \A1;.10 \A1;2.35 \A1;.15 \A1;.25 \A1;3.25 \A1;.70 \A1;.84 \A1;1.44 \A1;.14 \A1;.40 \A1;.30 \A1;.10 \A1;2.45 \A1;1.50 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;1.50 \A1;.75 \A1;3.05 \A1;2.69 \A1;2.64 \A1;.20 \A1;2.18 \A1;1.20 \A1;.20 \A1;.25 \A1;.25 \A1;1.45 \A1;.20 \A1;.20 \A1;3.05 \A1;1.25 \A1;.65 \A1;.40 \A1;.40 \A1;1.95 \A1;1.38 \A1;3.25 \A1;3.15 \A1;2.35 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;2.45 \A1;.60 \A1;.40 \A1;.10 \A1;1.25 \A1;.22 \A1;1.00 \A1;.78 \A1;.50 \A1;1.17 \A1;2.00 \A1;.40 \A1;.40 \A1;.37 \A1;.30 \A1;.10 \A1;.07 \A1;.03 \A1;.17 \A1;.05 \A1;.25 \A1;2.18 \A1;2.74 \A1;.63 \A1;.20 \A1;.07 \A1;.05 \A1;.40 Recebo compact. \A1;.80 \A1;.30 \A1;0.100 \A1;0.300 \A1;0.570 \A1;0.400 \A1;0.370 \A1;0.200 \A1;0.300 \A1;0.070 \A1;0.100 \A1;0.400 \A1;0.100 \A1;0.400 \A1;0.600 \A1;0.300 \A1;0.100 \A1;3.45 \A1;3.25 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;3.45 \A1;3.25 \A1;.20 \A1;.20 \A1;.25 \A1;3.45 \A1;3.25 \A1;.15 \A1;.20 \A1;.40 \A1;1.45 \A1;1.25 \A1;.20 \A1;.20 \A1;.40 MAT. PLANO No. Proyecto: Calculó PROPIETARIO: FECHA ESCALA CONTIENE: Dibujo: ARCHIVO ACAD: OBSERVACIONES: Eduardo Contreras Servicios de Ingenieria Diseño Estructural Construccion y Asesoria de Obras Civilies cra. 12No.20-64 of. 402 - cel 3132926480 ingeduardocontreras@gmail.com Ing. Eduardo Contreras 15202-119706 * CARGA VIVA CUBIERTA: * CARGA VIVA ENTREPISO: ESPECIFICACIONES: TRASLAPOS: HIERRO # 3 = 0.42 m HIERRO # 4 = 0.56 m \W4.00000; HIERRO # 5 = 0.70 m \W4.00000; HIERRO # 6 = 0.84 m \W4.00000; HIERRO # 7 = 1.22 m \W4.00000; HIERRO # 8 = 1.39 m * fy >3/8"=420 MPa (60.000 psi) * fy =1/4"=240 MPa (34.000 psi) * f`c = 21.0 MPa (3.000 psi) * RELACION AGUA CEMENTO < 0.5 1.8 kN/m2 (180 Kg/m2) 0.35 kN/m2 (35 Kg/m2) Indicadas Estructural.dwg Septiembre 2008 CUBIERTA CUADRO DE AREAS CORTES Y FACHADAS PLANTAS ARQUITECTONICAS H.E.C.S. BARRIO Calle 68 No. 6-60 Tunja LA COLORADA CASA DOS PISOS C.C. 6.764.064 de Tunja Jorge Eduardo Contreras Cipamocha \A1;2.58 \A1;3.02 \A1;1.18 \A1;1.21 \A1;.84 \A1;1.95 \A1;.72 \A1;.39 \A1;1.10 \A1;1.13 \A1;2.87 \A1;3.45 \A1;.60 \A1;.71 \A1;.92 \A1;2.57 \A1;1.01 \A1;.12 \A1;2.91 \A1;.15 \A1;2.79 \A1;12.60 \A1;10.80 \A1;6.55 \A1;1.20 \A1;.60 \A1;.84 \A1;1.95 \A1;12.60 \A1;8.23 \A1;1.25 \A1;1.01 \A1;.65 \A1;1.13 \A1;.00 \A1;7.95 \A1;2.60 \A1;2.56 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 -868.4996109638992 A A´ B B´ VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" C C´ SALE HACIA TANQUE EXISTENTE RETORNO PARA RETROLAVADO DE FILTRO EVACUACION DE AGUA DE LAVADO PVC d=6" A B C D F 6 E 5 4 1 3 2 \A1;4.00 \A1;4.00 \A1;.85 \A1;.15 \A1;.50 \A1;.15 \A1;.85 \A1;.20 \A1;1.05 \A1;.90 \A1;.70 \A1;.15 \A1;.50 \A1;.15 \A1;.85 \A1;.20 \A1;1.05 \A1;.15 \A1;.67 \A1;.15 \A1;.67 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;2.08 \A1;.15 \A1;.50 \A1;.15 \A1;.15 \A1;2.20 \A1;.15 \A1;2.20 \A1;.15 \A1;.15 \A1;1.16 \A1;.15 \A1;.15 \A1;.78 \A1;.15 \A1;4.84 \A1;.15 \A1;.97 \A1;.15 \A1;.97 \A1;.15 \A1;2.38 \A1;.15 \A1;.60 \A1;.15 \A1;.75 \A1;2.40 \A1;.67 \A1;.15 \A1;.67 \A1;.15 \A1;.50 \A1;1.04 \A1;2.08 \A1;1.04 \A1;.94 \A1;.94 \A1;1.90 \A1;1.90 \A1;1.10 \A1;2.17 \A1;2.17 \A1;1.10 \A1;2.17 \A1;4.38 \A1;4.38 \A1;2.17 \A1;4.54 \A1;.30 \A1;.94 \A1;1.16 \A1;.58 \A1;.78 \A1;3.24 \A1;6.38 \A1;1.09 \A1;1.34 \A1;1.90 \A1;6.38 \A1;4.84 \A1;1.46 \A1;1.08 \A1;.73 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047075 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047075 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047073 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047073 -856.5318129047074 -856.5318129047073 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 -856.5318129047074 \A1;4.20 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;3.60 \A1;1.10 \A1;1.50 \A1;.90 \A1;.65 \A1;.65 \A1;.95 \A1;.65 \A1;.90 \A1;.90 \A1;5.35 \A1;3.22 \A1;.20 \A1;2.82 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 5 5 5 5 5 5 5 5 5 5 5 5 SISTEMA DE FILTRACION-FILTRO DINAMICO A CORTE A-A` 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 A A´ B B´ VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 PLANTA PRIMER PISO A B C D E F 6 5 4 3 2 1 A B C D E F 6 5 4 3 2 1 B D F 6 5 PLANTA 1ER PISO ARRANQUE MUROS PLANTA 2DO PISO PLANTA CUBIERTA Sistema de hidroflo 1:50 FAS PLANO No. Archivo No. Fecha: DIGITO: Escala: PROYECTO: ADECUACIONES PLANTA DE TRATAMIENTO CONTENIDO: CONVENCIONES: DISEÑO: MUNICIPIO DE DEPARTAMENTO DE BOYACA Planta-perfil esquema sistema de tratamiento REVISO: SECRETARIA DE PLANEACION MUNICIPAL V.B. QUEBRADA VIEJA MUNICIPIO DE SORACÁ Dosificadores 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 5 5 5 5 5 \U+2205 6" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 21 placas de asbesto-cemento de 2.40x1.20 m Tubo perforado de 6" 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A´ CORTE B-B´ 5 5 5 5 C C´ CORTE C-C´ 5 5 5 5 5 5 5 5 Ing. PABLO CESAR MURCIA BERMUDEZ 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 3022.5 3022.5 3023 3023.5 3024 3024.5 3025 3025 3025.5 3025.5 3026 3026 3026.5 3026.5 3027 3027 3027.5 3027.5 3028 3028 3028.5 3029 3029.5 3030 3030.5 3031 3031.5 3032 3032.5 3033 3033.5 TANQUE DE ALMACENAMIENTO GRAVA d=1" PRINCIPAL PVC d=3" 5 5 RAMAELES EN TUBERIA CORRUGADA Y PERFORADA PVC d=2" LECHO FILTRANTE ARENA d=0.60 mm GRAVA d=1/4" 5 CANAL DE EVACUACION DE AGUA DE LAVADO EVACUACION DE AGUA DE LAVADO PVC d=6" 5 GRAVA d=1" 5 LECHO FILTRANTE ARENA d=0.60 mm GRAVA d=1/4" 5 5 PLACA PROTECTORA DE LECHO FILTRANTE 5 TUBERIA DE ENTRADA DE AGUA DE LAVADO PVC d=2" NIVEL DE TERRENO NIVEL DE TERRENO NIVEL DE TERRENO NIVEL DE TERRENO CANAL DE EVACUACION DE AGUA DE LAVADO CANAL DE EVACUACION DE AGUA DE LAVADO SALE HACIA TANQUE EXISTENTE RETORNO PARA RETROLAVADO DE FILTRO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A´ B B´ VALVULA DE LAVADO DE LODOS DE 6" VALVULAS DE LAVADO DE LODOS 6" VALVULA DE SALIDA DE 6" PLANTA SEGUNDO PISO C C´ SALE HACIA TANQUE EXISTENTE RETORNO PARA RETROLAVADO DE FILTRO EVACUACION DE AGUA DE LAVADO PVC d=6" CANAL DE EVACUACION DE AGUA DE LAVADO CANAL DE EVACUACION DE AGUA DE LAVADO EVACUACION DE AGUA DE LAVADO PVC d=6" A B C D F 6 E 5 4 1 3 2 A B C D F 6 E 5 4 1 3 2 A B D F A B C D F E 6 5 1 #4 c/.20 doble parrilla placa cto e=20cm #4 c/.20 doble parrilla placa cto e=20cm #4 c/.20 doble parrilla placa cto e=20cm #4 c/.20 doble parrilla placa cto e=20cm #4 c/.20 doble parrilla placa cto e=20cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 1 \W3.83119; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 1 \W3.83119; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 4 \W4.07474; e= 15 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 3 \W4.07990; e= 20 cm NACE COLUMNA \W3.48969; TIPO1 25X25 VER DETALLE \W1.70103; CARCAMOS VER DETALLE \W1.70103; CARCAMOS VER DETALLE \W1.70103; CARCAMOS MURO TIPO 2 \W4.06572; e= 20 cm 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VTA TIPO \W2.78479; 10X25 VTA TIPO \W2.78479; 10X25 VTA TIPO \W2.78479; 10X25 VTA TIPO \W2.78479; 10X25 VTA TIPO \W2.78479; 10X25 VTA TIPO \W2.78479; 10X25 VIGA 1 \W0.28093; 20X25 VIGA 2 \W0.51546; 20X25 VIGA 3 \W0.52964; 20X25 VIGA 3 \W0.52964; 20X25 VIGA 3 \W0.52964; 20X25 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 COL T1 \W0.69716; 25X25 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 R 10X25 MURO TIPO 5(incl) \W7.99356; e= 20 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T1 \W1.28737; 25X25 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 VIGA cub 1 \W3.69459; 20X20 VIGA cub 1 \W3.69459; 20X20 VIGA cub 2 \W3.92912; 20X20 VIGA cub 2 \W3.92912; 20X20 VIGA CANAL \W5.55799; 20X20 PERFIL METALICO \W8.29639; 4X8X1/8" PERFIL METALICO \W8.29639; 4X8X1/8" PERFIL METALICO \W8.29639; 4X8X1/8" CORTE A-A´ NIVEL DE TERRENO NIVEL DE TERRENO A B D F MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 1 \W3.83119; e= 20 cm MURO TIPO 4 \W4.07474; e= 15 cm PLACA ENTREPISO \W9.17397; e= 25 cm COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T1 \W1.28737; 25X25 VIGA cub 1 \W3.69459; 20X20 VIGA CANAL \W5.55799; 20X20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO \W9.13067; e= 40 cm 5 5 5 5 PLACA DE PISO \W6.07603; e= 20 cm CORTE B-B´ NIVEL DE TERRENO NIVEL DE TERRENO A B C D F E MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 4 \W4.07474; e= 15 cm 5 5 5 5 RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO \W9.13067; e= 40 cm PLACA DE PISO \W6.07603; e= 20 cm 5 5 5 5 5 5 5 5 5 5 5 5 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 COL T1 \W1.28737; 25X25 VIGA cub 1 \W3.69459; 20X20 5 5 5 5 5 PLACA ENTREPISO \W9.17397; e= 25 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE C-C´ 5 COL T2 \W1.52191; 25X25 COL T2 \W1.52191; 25X25 5 MURO TIPO 2 \W4.06572; e= 20 cm 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 TIPICO DE PLACA DE ENTREPISO \H0.6857x;\l \C60;ESC 1:25 5 5 5 5 Malla d5.5 mm c/.15 Malla electrosoldada d 3.0 mm c/.15 VIGA cub 2 \W3.92912; 20X20 VIGA cub 2 \W3.92912; 20X20 VIGA canal \W3.79768; 20X20 5 5 5 d1/2" c/.20 d1/2" c/.20 5 .07 5 Recebo compact. 5 al 95% del Proctor mod. CORTE TIPICO DE PLACA DE PISO \H0.6857x;\l \C60;ESC 1:25 Columna TIPO 2 SON 5 .25 2.18, 2.74, 3.15 PISO 2 CUBIERTA 35 35 2#5L=3.20,3.80,4.20 25x25 167#3-96cm 19 10 19 8, 13, 16C/12 1 25x25 2 10C/6 10C/6 Columna TIPO 1 ES 1 3.25 .25 2.18 PISO 1 PISO 2 CUBIERTA 35 2#5L=2.10 35 2#5L=3.10 2#5L=4.20 35 2#5L=1.70 25x25 55#3-96cm 19 10 19 10C/6 10C/6 17C/12 8C/12 1 .85 .85 .70 .85 25x25 25x25 2 10C/6 10C/6 2 2#5L=4.30 5 2#5L=3.20,3.80,4.20 VIGA 1 SEGUNDO PISO Es 1 20 X 25 2#4L=5.50 2#4L=5.50 10 59#3-86cm 10c/5 8c/12.5 10c/5 10c/5 11c/12.5 10c/5 B D F B D F 19 14 1#4L=2.30 1#4L=2.00 VIGA 2 SEGUNDO PISO Es 1 20 X 25 2#4L=5.50 2#4L=5.50 10 59#3-86cm 10c/5 8c/12.5 10c/5 10c/5 11c/12.5 10c/5 B D F B D F 19 14 VIGA cub1 CUBIERTA SON 2 INCLINADA 20 X 20 2#4L=5.60 2#4L=5.60 10 60#3-76cm 10c/5 8c/12.5 10c/5 10c/5 12c/12.5 10c/5 B D F B D F 14 14 VIGA 3 SEGUNDO PISO SON 3 20 X 25 2#4L=3.70 2#4L=3.70 10 33#3-86cm 10c/5 13c/12.5 10c/5 6 5 19 14 VTA TIPO SEGUNDO PISO SON 3 10 X 25 2#4L=5.50 2#4L=5.50 10 59#3-70cm 10c/5 8c/12.5 10c/5 10c/5 11c/12.5 10c/5 B D F B D F 19 6 VIGA CUB 2 CUBIERTA SON 3 20 X 20 2#4L=3.70 2#4L=3.70 10 33#3-76cm 10c/5 13c/12.5 10c/5 6 5 14 14 VIGACANAL CUBIERTA SON 3 20 X 20 2#4L=3.70 2#4L=3.70 33#3-118cm 10c/5 13c/12.5 10c/5 6 5 .10 0.24 0.32 0.14 .10 0.14 0.14 5 5 5 5 5 5 5 5 5 1#3-Corrida E#3 FLEJES # 3 C/0.15 LONG.= .10 0.34 1.79 0.51 0.30 0.14 0.30 0.04 LONG.= 0.59 0.51 0.04 3#3-Corridas .10 C/0.15 FLEJES # 3 C/0.15 DETALLE CANAL DESARENADOR - FILTRO VER DETALLE \W6.06830; CANAL MURO TIPO 2 \W4.06572; e= 20 cm MURO TIPO 2 \W4.06572; e= 20 cm DETALLE PASE DE MUROS CON TUBERIA 2#4 2#4 Refuerzo 2#4 2#4 principal DETALLE CANAL DE EVACUACION DE AGUA DE LAVADO 0.34 0.34 .10 .10 .54 .54 .05 .05 FLEJES # 3 C/0.15 LONG.= 1.42 5 5 5 5 5 5 5 8#4-Corrida FLEJES # 3 C/0.15 FLEJES # 3 C/0.15 canal desarenador - filtro \W7.64948; VER DETALLE 5 5 .20 5 Recebo compact. al 95% del Proctor mod. 3.60 0.10 0.10 3.60 0.30 0.30 #4L=4.00 C/0.20 5 #4L=4.00 C/0.15 #4C/0.20 #4C/0.20 #4C/0.25 #4C/0.20 #4C/0.15 5 5 .20 5 Recebo compact. al 95% del Proctor mod. 3.30 0.10 0.10 3.30 0.30 0.30 #4L=3.70 C/0.25 5 #4L=3.70 C/0.25 #4C/0.20 #4C/0.20 #4C/0.25 #4C/0.20 #4C/0.20 MURO TIPO 1 \H0.6857x;\l \C60;ESC 1:25 VIGA 3 \W0.52964; 20X25 5 \W4.13273; PLACA ENTREPISO MURO TIPO 2 \H0.6857x;\l \C60;ESC 1:25 5 5 .15 5 Recebo compact. al 95% del Proctor mod. 3.30 0.10 0.10 3.30 0.20 0.20 #4L=3.70 C/0.25 5 #4L=3.70 C/0.25 #4C/0.20 #4C/0.20 #3C/0.20 #3C/0.15 #3C/0.15 MURO TIPO 4 \H0.6857x;\l \C60;ESC 1:25 5 5 .20 5 Recebo compact. al 95% del Proctor mod. 3.30 0.10 0.10 1.30 0.30 0.30 #4L=1.70 C/0.25 5 #4L=1.70 C/0.25 #4C/0.20 #4C/0.20 #4C/0.25 #4C/0.20 #4C/0.20 MURO TIPO 3\H0.6857x;\l \C60;ESC 1:25 5 5 5 5 5 5 5 5 5 5 NIVEL SUPERIOR MUROS 6 5 1 DESPIECES DE VIGAS DESPIECES DE COLUMNAS 4.00 4.00 LOCALIZACIÓN GENERAL DESARENADOR 5 5 5 5 5 5 5 5 5 2D 1#3 - 250 cada 12.5cm CORTE A - A' 5 5 5 5 5 5 1#427 c/.20 CORTE D-D 1#416 c/.20 CORTE B-B 1#420 c/.20 #4 c/.20 1#420 c/.15 1#409.6 c/.20 1#49.6 c/.20 5 5 3D 1#3 - 104 cada 12.5 cm 1#410.5 c/.20 5 5 .30 1#415 c/.20 1.10 .10 2.45 .30 .10 1#428.5 c/.20 1#415 c/.20 .10 1.12 .23 .12 .30 .74 .83 1#427 c/.20 .66 .15 .15 Rep. Ø1/2" c/.20 1#4 c/.20 Rep. Ø1/2" c/.20 1#4 c/.20 Rep. Ø1/2" c/.20 1#4 c/.20 1#4 c/.20 .15 .15 1.30 .90 .70 .10 .90 .10 1#425 c/.20 1#425 c/.20 Rep. Ø1/2" c/.20 #4 c/.20 .75 .15 .15 .15 .66 .15 .30 .12 .74 .83 1#419 c/.20 .15 .15 3.50 1#438 c/.20 #4 c/.20 #4 c/.20 #4 c/.20 #4 c/.20 #4 c/.20 .95 1.00 .95 1#429 c/.20 #4 c/.20 2.44 .40 .12 1#429.5 c/.20 3.45 3.55 .50 .50 .15 .15 1#444.5 c/.20 1#438.5 c/.20 Rep. Ø1/2" c/.20 Rep. Ø1/2" c/.20 1#49.6 c/.20 .66 .15 .15 1#410.5 c/.20 .75 .15 .15 A A PLANTA CORTE A-A B B D D 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 2.93 .15 .15 2#332.3 c/.20 .72 1#411.4 c/.20 .30 .10 1#430 c/.20 1.36 .72 .72 .10 .10 1.36 .15 .15 1#419.6 c/.20 .10 .10 .10 .72 1#39.5 c/.20 .20 .65 .10 5 5.04 1#460 c/.20 .15 .15 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 #3 c/.20 5 5 5 5 5 5 5 5 .15 .15 2.28 2#325.8 c/.20 #3 c/.20 #3 c/.20 CORTE C-C CORTE B-B CORTE E-E CORTE F-F CORTE D-D 1#310 c/.20 .72 .10 .20 A B B D D C C E F E F 1#39.5 c/.20 .20 .65 .10 1#39.5 c/.20 .20 .65 .10 1#310 c/.20 .72 .10 .20 Norte 1 2 3 4 5 6 7 8 9 3063.5 3063.5 3064.5 3064.5 3064.5 3065.5 3065.5 3066.5 3066.5 3067.5 3067.5 3068.5 3068.5 3069.5 3069.5 3070.5 3070.5 1,084,400.00 1,084,405.00 1,084,410.00 1,084,415.00 1,084,420.00 1,084,425.00 1,084,430.00 1,084,435.00 1,084,440.00 1,084,445.00 1,084,450.00 1,084,455.00 1,084,460.00 1,099,170.00 1,099,175.00 1,099,180.00 1,099,185.00 1,099,190.00 1,099,195.00 1,099,200.00 1,099,205.00 1,099,210.00 1,099,215.00 1,099,220.00 1,099,225.00 1,099,230.00 TANQUE DE ALMACENAMIENTO EXISTENTE SITIO DEL PROYECTO SONDEO 1 SECCION 1 - 1 TANQUE DE ALMACENAMIENTO EXISTENTE 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 5 5 #3 c/.20 #3 c/.20 #3 c/.20 * fy >3/8"=420 MPa/60.000 psi * fy =1/4"=240 MPa/34.000psi * f`c = 28.0 MPa/4.000 psi * RELACION AGUA CEMENTO <0.5 1.8 kN/m2 (180 Kg/m2) 0.35 kN/m2 (35 Kg/m2) 1:50 E INDICADAS Estructural soraca.dwg MAYO 2009 DESPIECES Y DETALLES PLANTAS - CORTES H.E.C.S. 1 2 ACUEDUCTO VEREDAL EL LLANO SORACÁ BOYACÁ QUEBRADA VIEJA PLANTA DE TRATAMIENTO RRRR * fy >3/8"=420 MPa/60.000 psi * fy =1/4"=240 MPa/34.000psi * f`c = 28.0 MPa/4.000 psi * RELACION AGUA CEMENTO <0.5 1.8 kN/m2 (180 Kg/m2) 0.35 kN/m2 (35 Kg/m2) 1:50 E INDICADAS Estructural soraca.dwg MAYO 2009 DESPIECES DE VIGAS LOCALIZACIÓN GENERAL Y H.E.C.S. 2 2 ACUEDUCTO VEREDAL EL LLANO SORACÁ BOYACÁ QUEBRADA VIEJA PLANTA DE TRATAMIENTO * fy >3/8"=420 MPa/60.000 psi * fy =1/4"=240 MPa/34.000psi * f`c = 28.0 MPa/4.000 psi * RELACION AGUA CEMENTO <0.5 1.8 kN/m2 (180 Kg/m2) 0.35 kN/m2 (35 Kg/m2) 1:25 E INDICADAS Estructural soraca.dwg MAYO 2009 FILTRO DINAMICO PLANTAS - CORTES H.E.C.S. 1 2 ACUEDUCTO VEREDAL EL VIEJO SORACÁ BOYACÁ ALTO NEGRO PLANTA DE TRATAMIENTO * fy >3/8"=420 MPa/60.000 psi * fy =1/4"=240 MPa/34.000psi * f`c = 28.0 MPa/4.000 psi * RELACION AGUA CEMENTO <0.5 1.8 kN/m2 (180 Kg/m2) 0.35 kN/m2 (35 Kg/m2) 1:25 E INDICADAS Estructural soraca.dwg MAYO 2009 DESARENADOR Y LOCALIZACION PLANTAS - CORTES H.E.C.S. 2 2 ACUEDUCTO VEREDAL EL VIEJO SORACÁ BOYACÁ ALTO NEGRO PLANTA DE TRATAMIENTO

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Category	Water Sewage & Electricity Infrastructure
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Building Features	Car Parking Lot
Tags	aqueduct, autocad, constructive, DETAIL, details, DWG, irons, kläranlage, PLANES, plant, respective, structural, treatment, treatment plant