Imhoff Tank For Sewage Treatment – Towns Of Less Than 5000 People DWG Full Project for AutoCAD

Imhoff Tank For Sewage Treatment – Towns Of Less Than 5000 People DWG Full Project for AutoCAD

Complete project of Imhoff Tank with construction details

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

level, Technical design conditions, characteristic, value, Bearing capacity of soil, Service overload, Concrete resistance, Steel resistance ah, Dosing hua, covering, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Top floor plan view, Esc, N.t., cut, Esc, Plant view, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, See detail pos., scheme, Pos., Iron sheet, Lengths, do not., bars, Weight t., total, partial, See detail stirrups, See detail pos., See detail stirrups, See detail stirrups, See detail stirrups, See detail pos., See detail pos., See detail stirrups, Detail pos., Detail stirrups, Detail pos., Pos., Pos., Bottom floor plan view, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Floor level, Esc, Pos., Pos., Pos., Pos., Pos., Pos., Pos., Pos., Foundation beams, Esc, Foundation beams, Esc, Foundation beams, Esc, Axle beam, Esc, Cut walls, Esc, Cut bottom slab, Esc, Cut bottom slab, Esc, View walls, Esc, Upper beams, Esc, Diaphragm detail, Esc, section, Esc, section, Esc, section, Esc, section, Esc, See detail upper beams, View detail columns, section, Esc, deflector, Floor level, Esc, View diaphragm detail, Cut walls, View diaphragm detail, See detail upper beams, View diaphragm detail, Dist., Dist., Detail columns, Esc, level, diaphragm, entry, tributary, Bed of dried, diaphragm, departure, effluent, Bottom slab, description, metric calculations, Cant, Unid., Ref., Central support beam central beam, code, Materials sheet, cement, sand, gravel, Stone apple, Cant, Unid., description, Ref., code, Excavations, Walls beams, Sedimentation chamber of hua, Plaster mortar, Poor stubble, Mooring wire, Building timber, Nails in., Pvc pipe dn, Pvc bend dn, Tee pvc dn, Wrench Dn, Kg., Kg., Kg., Pza, Inspection chamber, Excavations, reinforced concrete, Closing ring clasp, Brick wall adobito, Stone masonry, Alc. Condominial, Plaster, Concrete fenders in., Excavations, Concrete, reinforced concrete, Sludge extraction pipe, Pvc pipe in., Elbows pvc in., Pza, Tee pvc in., Curtain wrench type br. In., Pza, Central crossbeam, Sedimentation chamber of hua, Diaphragm detail, Esc, Sludge cleaning pipe, diaphragm, entry, diaphragm, departure, Upper transverse beam, Stopcock, total of, Sludge outlet, diaphragm, Support of, column, From hua, Wall of hua, diaphragm, Support of, column, From hua, Wall of hua, column, From hua, Wall of hua, See plan, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua, Imhoff tank for, Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Hab. Structure of hua

Raw text data extracted from CAD file:

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\A1;1.65 \A1;0.60 \A1;2.10 \A1;0.40 \A1;5.90 \A1;6.20 \A1;0.35 \A1;c \A1;b \A1;c \A1;a \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.20 \A1;12.80 \A1;0.80 \A1;0.80 \A1;14.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.80 \A1;4.00 \A1;0.80 \A1;5.60 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.80 \A1;4.00 \A1;0.80 \A1;5.60 \A1;1.80 \A1;0.40 \A1;1.80 \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;30° \A1;140° \A1;40° \A1;30° \A1;30° \A1;140° \A1;40° \A1;167° \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;3.00 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.80 \A1;1.20 \A1;2.20 \A1;0.15 \A1;0.85 \A1;1.30 \A1;0.85 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 CONDICIONES TECNICAS DE DISEÑO CARACTERISTICA VALOR Capacidad Portante del Suelo Sobrecarga de servicio Resistencia Hormigón H20 Resistencia Acero AH 400 Dosificación HºAº Recubrimiento 1 100 204 4200 2.50 1 : 2 : 4 Kg / cm2 Kg / cm2 Kg / cm2 Kg / cm2 cm (mínimo) TANQUE IMHOFF PARA 5000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-01 5 DE 6 TANQUE IMHOFF PARA 5000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-01 6 DE 6 TANQUE IMHOFF PARA 5000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-01 3 DE 6 TANQUE IMHOFF PARA 5000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-01 4 DE 6 5 5 1.43 5 1.43 5 0.35 5 0.95 3.00 0.95 3.30 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 VISTA PLANTA - NIVEL SUPERIOR ESC 1:50 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 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 0.55 5 3.00 5 0.55 5 5 3.30 5 5 5 5 5 5 5 5 5 5 5 0.15 5 N.T. B A A B CORTE A - A ESC 1:50 VISTA PLANTA ESC 1:50 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 5 5 5 0.35 5 1 Pos. 2 Pos. 1 Pos. 2 Pos. 2 Pos. 3 Pos. 4 Pos. 5 Pos. 4 Pos. 5 Pos. 7 Pos. 6 Pos. 8 Pos. 9 Pos. 18 Pos. 19 Pos. 20 Pos. 17 Pos. 16 Pos. 21 Pos. 22 Pos. 23 Pos. 24 Pos. 24 Pos. 26 Pos. 25 Pos. 27 Pos. 27 Pos. 28 Pos. 28 Pos. 29 Pos. 30 Pos. 31 Pos. 32 Pos. 33 Pos. 34 Pos. 33 Pos. 35 Pos. 36 Pos. 37 Pos. 38 Pos. 38 Pos. 39 Pos. 40 Pos. 41 Pos. 42 Pos. 42 Pos. 42 Pos. 42 Pos. 43 Pos. 43 Pos. 44 Pos. 44 Pos. 42 Pos. 42 Pos. 43 Pos. 43 Pos. 45 Pos. 45 Pos. 42 Pos. 44 Pos. 46 Pos. 42 Pos. 44 Pos. 46 Pos. 47 Pos. 47 Pos. 48 Pos. 48 Pos. 49 Pos. 49 Pos. 10 328 2.18 2.18 0.62 715.0 443.32 ---- ---- ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d No. BARRAS mm a PESO T. TOTAL PARCIAL Kg / m Kg 10 416 0.10 1.82 0.62 757.1 469.40 1.72 ---- b c d e ---- ---- ---- ---- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 b a 10 208 0.10 1.24 0.62 257.9 159.91 1.14 ---- ---- ---- 10 6 0.15 5.52 33.1 20.53 2.70 0.43 2.04 0.20 10 6 0.15 5.35 32.1 20.91 2.63 0.53 2.11 0.20 10 3 0.20 4.91 14.7 9.13 2.04 0.43 ---- ---- 10 3 0.20 5.15 15.5 9.58 2.11 0.53 ---- ---- 10 9 0.15 6.13 55.2 34.21 2.70 0.43 ---- ---- 10 9 0.15 6.09 54.8 33.98 2.63 0.53 ---- ---- 16 8 0.10 9.95 1.58 79.6 125.77 9.85 ---- ---- ---- 16 8 4.84 4.95 1.58 39.6 62.44 0.11 ---- ---- ---- 12 6 9.45 9.45 0.89 56.7 50.46 ---- ---- ---- ---- 12 6 4.45 4.45 0.89 26.7 23.76 ---- ---- ---- ---- 16 12 0.10 9.95 119.4 188.65 9.85 ---- ---- ---- 16 12 4.85 4.95 59.4 93.85 0.10 ---- ---- ---- 8 150 0.30 2.16 0.40 324.0 129.60 0.70 0.02 0.06 ---- 8 150 0.30 1.22 0.40 183.0 73.20 0.23 0.02 0.06 ---- 16 8 0.10 5.70 1.58 45.6 72.05 5.50 ---- ---- ---- 12 6 5.10 5.10 0.89 30.6 27.23 ---- ---- ---- ---- 16 12 0.10 5.70 1.58 68.4 108.07 5.50 ---- ---- ---- a Ver detalle Pos. 4 Ver detalle Pos. 5 Ver detalle Pos. 6 16 3 5.05 5.05 1.58 15.2 23.94 ---- ---- ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d No. BARRAS mm a PESO T. TOTAL PARCIAL Kg / m Kg 16 3 9.35 9.35 1.58 28.1 44.32 ---- ---- b c d e ---- ---- ---- ---- 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 8 44 0.56 2.00 0.40 88.0 35.20 0.36 0.02 0.06 ---- 10 8 0.07 1.35 0.62 10.8 6.70 1.28 ---- ---- ---- 10 4 0.10 5.36 0.62 21.4 13.27 5.16 ---- ---- ---- 12 4 5.10 5.10 0.89 20.4 18.16 ---- ---- ---- ---- 6 30 0.36 1.06 0.22 31.8 7.00 0.11 0.02 0.04 ---- 12 360 0.30 5.60 0.89 2016.0 1794.24 5.00 ---- ---- ---- 10 116 13.90 13.90 0.62 1612.4 999.69 ---- ---- ---- ---- 10 116 5.10 5.10 0.62 591.6 366.79 ---- ---- ---- ---- 16 8 13.90 13.90 1.58 111.2 175.70 ---- ---- ---- ---- 16 8 5.10 5.10 1.58 40.8 64.46 ---- ---- ---- ---- 8 176 0.09 2.76 0.40 485.8 194.32 0.38 2.20 ---- ---- 8 176 0.09 2.69 0.40 473.4 189.36 0.38 2.13 ---- ---- 8 72 14.40 14.40 0.40 1036.8 414.72 ---- ---- ---- ---- 8 80 0.91 0.91 0.40 72.8 29.12 ---- ---- ---- ---- 8 32 2.26 2.26 0.40 72.3 28.92 ---- ---- ---- ---- 12 12 0.14 2.83 0.89 34.0 30.26 2.55 ---- ---- ---- 6 34 0.05 0.30 0.22 10.2 2.24 0.03 0.02 0.10 ---- 6 34 0.35 1.14 0.22 38.8 8.54 0.15 0.02 0.05 ---- a Ver detalle Estribos b a a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 16 4 3.00 3.00 1.58 12.0 18.96 ---- ---- 12 6 0.08 5.66 0.89 34.0 30.26 5.50 ---- ---- ---- ---- ---- 12 8 0.14 5.78 0.89 46.2 41.12 5.50 ---- ---- ---- 12 12 0.08 1.55 0.89 18.6 16.55 1.47 ---- ---- ---- 8 50 0.25 1.66 0.40 83.0 33.20 0.50 0.02 0.06 ---- 8 50 0.25 1.00 0.40 50.0 20.00 0.17 0.02 0.06 ---- 16 6 0.10 1.30 1.58 7.8 12.32 1.20 ---- ---- ---- 16 6 2.10 2.10 1.58 12.6 19.91 ---- ---- ---- ---- 12 3 0.10 9.35 0.89 28.1 25.01 9.25 ---- ---- ---- 12 3 0.30 5.05 0.89 15.2 13.53 4.97 0.08 ---- ---- 10 2 9.30 9.30 0.62 18.6 11.53 ---- ---- ---- ---- 10 2 4.90 4.90 0.62 9.8 6.08 ---- ---- ---- ---- 16 2 3.60 3.60 1.58 7.2 11.38 ---- ---- ---- ---- 16 1 2.65 2.65 1.58 2.7 4.19 ---- ---- ---- ---- b a Ver detalle Pos. 7 Ver detalle Pos. 8 Ver detalle Pos. 9 b a b a a a b a b a Ver detalle Estribos Ver detalle Estribos b a a a b a a b a a a b a a b a Ver detalle Estribos Ver detalle Estribos b a a b a b a a a a a a Ver detalle Estribos b a b a a a a a a a Ver detalle Pos. 47 Ver detalle Pos. 48 a b a a Ver detalle Pos. 53 Ver detalle Estribos a b c d e a b c d e a b c b a a b c b a a b c b a a b c b a Detalle Pos. 4 Detalle Pos. 5 Detalle Pos. 6 Detalle Pos. 7 Detalle Pos. 8 Detalle Pos. 9 \A1;d \A1;d a b c a a b c a Detalle Estribos Detalle Pos. 47 Detalle Pos. 48 Detalle Pos. 53 a b c d a b c a a 50 Pos. 51 Pos. VISTA PLANTA - NIVEL INFERIOR ESC 1:50 52 Pos. 53 Pos. 54 Pos. 5 5 5 5 5 5 5 5 5 5 5 5 4 Pos. 5 Pos. 6 Pos. 7 Pos. 4 Pos. 5 Pos. 2 Pos. 2 Pos. 2 Pos. 2 Pos. 2 Pos. 2 Pos. 8 Pos. 9 Pos. 8 Pos. 9 Pos. 9 Pos. 8 Pos. 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 8 Pos. 9 Pos. 2 Pos. 2 Pos. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA PLANTA - NIVEL LOSA DE FONDO ESC 1:50 10 Pos. 11 Pos. 12 Pos. 13 Pos. 14 Pos. 15 Pos. 17 Pos. 16 Pos. 5 5 5 0.60 0.35 0.80 0.40 0.80 0.40 5 5 5 1 3 A B C D A B C D 1 3 2 2 +/- 0.00 - 0.40 - 5.90 - 2.50 - 4.80 - 4.75 VIGAS DE CIMENTACION 1 Y 3 ESC 1:50 VIGAS DE CIMENTACION A Y D ESC 1:50 VIGAS DE CIMENTACION C Y B ESC 1:50 VIGA EJE 2 ESC 1:50 CORTE A - A - MUROS ESC 1:50 CORTE A - A - LOSA DE FONDO ESC 1:50 CORTE B - B - LOSA DE FONDO ESC 1:50 VISTA MUROS ESC 1:50 ESC 1:50 5 5 0.40 VIGAS SUPERIORES B Y C ESC 1:50 B C B C +/- 0.00 0.20 0.40 DETALLE DIAFRAGMA ESC 1:50 - 2.50 +/- 0.00 - 2.50 -4.80 -4.75 -4.75 - 0.40 - 2.50 - 5.90 - 5.90 - 5.90 -4.75 - 5.90 -4.80 -4.75 -4.75 - 5.90 -4.75 -4.75 -4.75 -4.80 5 5 0.85 1.30 0.85 5 3.00 5 5 5 5 - 0.40 5 0.55 5 3.00 5 0.55 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 A D C B 1 3 1 3 2 A D B C - 5.90 - 2.50 +/- 0.00 - 0.40 - 4.75 A A SECCION A - A ESC 1:25 A A SECCION A - A ESC 1:25 A A SECCION A - A ESC 1:25 SECCION A - A ESC 1:25 Ver detalle vigas superiores Ver detalle columnas A A SECCION A - A ESC 1:25 +/- 0.00 - 0.40 A A A A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Deflector Deflector 5 5 5 5 0.55 5 3.00 5 0.55 5 5 5 B B VISTA PLANTA - NIVEL MUROS ESC 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D Ver detalle diafragma A B C 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 5 5 2 2 3 3 1 1 5 0.55 5 3.00 5 0.55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 1 A A 5 A B C D A B C D 1 1 3 3 B 0.62 0.62 0.62 0.62 0.62 0.62 1.58 1.58 CORTE B - B - MUROS e c d b a a b c d e c b c a a b c a a c a b 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 Ver detalle diafragma Ver detalle vigas superiores Ver detalle diafragma Ver detalle diafragma 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DIST. (m) 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- DIST. (m) 0.27 0.27 0.22 0.22 0.30 0.30 ---- ---- ---- ---- 0.15 0.15 0.15 0.15 0.15 ---- ---- 0.10 0.10 0.20 0.15 0.15 DETALLE COLUMNAS B2 Y C2 ESC 1:10 Nivel - 3.10 - 4.80 6 Diafragma Entrada Afluente A lecho de secados Diafragma Salida Efluente 4 3 1 4 6 1 1 1 1 -Ac 6 6 5 5 1 1 3 3 2 1 2 1 3 1 1 2 1 -Ac 1 -Ac 1 -Ac 1 3 1 1 1 2 4 2 -Ac 1 -Ac 2 -Ac 1 -Ac 3 -Ac 4 -Ac 1 -Ac 1 -Ac 1 -Ac 2 2 1 3 1 3 1 3 H°A° losa de fondo 72.74 DESCRIPCION COMPUTOS METRICOS CANT. UNID. 1 REF. Columna de apoyo central y viga central CODIGO PLANILLA DE MATERIALES Cemento Arena Grava Piedra manzana CANT. UNID. DESCRIPCION REF. CODIGO ET-CO-09-04 ET-CO-09-04 0 2 3 Excavaciones m3 7 4 8 H°A° muros y vigas Cámara sedimentadora de HºAº Revoque c/ mortero de cemento Zampeado de piedra c/ Hº pobre m3 m3 m2 m2 ET-CO-04-01 ET-CO-09-04 ET-CO-12-02 ET-CO-19-02 499.97 18.72 4.08 10.61 427.47 126.75 1 2 3 4 5 6 7 8 9 10 11 Alambre de amarre Madera de construcción Clavos de 3 pulg. Tubería de PVC DN 4" Codo de 45º PVC DN 4" Tee PVC DN 4" Llave de paso Br. DN 6 " kg. ET-MP-01 38126.00 m3 m3 m3 kg. pie2 kg. ml pza pza pza 62.18 85.84 15.21 134.04 4825.39 128.68 43.70 6.00 3.00 3.00 ET-MP-02-01 ET-MP-02-02 ET-MP-02-03-02 ET-MP-06 ET-AP-01-01 ET-AP-01-01 ET-AP-01-01 ET-AP-04-03 CAMARA DE INSPECCION 0 Excavaciones m3 ET-CO-04-01 0.77 Hormigón Armado m3 ET-CO-09-04 0.02 Brocal o anillo de cierre m3 ET-CO-09-04 0.002 Pared ladrillo adobito m2 ET-CO-10-03 2.56 Mampostería de piedra m3 ET-CO-10-01 0.04 Tubería de alc. condominial ml ET-AL-02-01 1.20 Revoque - Enlucido interior m2 ET-CO-12-02 1.44 1 2 3 5 4 6 GUARDALLAVES C/TUBERIA DE CONCRETO 6 PULG. 0 Excavaciones m3 ET-CO-04-01 0.22 Hormigón Ciclopeo m3 ET-CO-09-05 0.05 m3 ET-CO-09-04 0.002 1 2 Hormigón Armado TUBERIA DE EXTRACCION DE LODOS 1 Tubería de PVC E40 6 pulg. ml ET-AL-02-01 43.70 Codos PVC E40 6 pulg. pza 6.00 3.00 2 3 Tee PVC E40 6 pulg. 3.00 4 Llave de paso tipo cortina Br. 6 pulg. pza pza ET-AL-02-01 ET-AL-02-01 Viga transversal de apoyo central 5 6 Cámara sedimentadora de HºAº 0.26 0.81 m3 m3 m3 m3 0.22 80.8 17.78 0.40 2869.1 1147.64 0.62 4200.0 2604.00 0.89 2326.5 2070.59 1.58 649.6 1026.37 6866.37 1.00 1.00 1.00 5 5 3.00 5 5 5 5 0.80 5 2.20 5 0.85 1.30 0.85 5 DETALLE DIAFRAGMA ESC 1:25 Tubería de limpieza de lodos Diafragma Entrada Diafragma Salida Viga transversal superior Viga transversal superior Llave de paso 1 -Ac Total de 6 Total de 8 Total de 10 Total de 12 Total de 16 f f f f f f 8" Salida de lodos Salida de lodos Salida de lodos f 8" f 6" f 6" f 6" f 6" f 6" 5 f 6" f 6" f 6" diafragma Apoyo de Columna de HºAº Muro de HºAº diafragma Apoyo de f 6" f 6" Columna de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Muro de HºAº Columna de HºAº Muro de HºAº Muro de HºAº 5 5 Ver plano PL-SA-08-08 Ver plano PL-SA-08-01 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-MP-09 ET-AP-04-03 TANQUE IMHOFF PARA 5000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-01 1 DE 6 TANQUE IMHOFF PARA 5000 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: Indicada PLANO N. REVISADO: FECHA: PROYECTISTA: DIBUJANTE: HAB. ESTRUCTURA DE HºAº PL-SA-18-01 2 DE 6

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, complete, construction, details, DWG, full, imhoff, kläranlage, people, Project, sewage, tank, towns, treatment, treatment plant