Treatment Plant DWG Section for AutoCAD

Treatment Plant DWG Section for AutoCAD

Treatment plant 100 housings – Plants – Sections – Details

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

scale, Cay, Roesch project development, Indicated, Carlos yup, F.g., Swing, Cover, grill, curtain, Swing, curtain, Wall projection, Under the slab, Pvc, Union, box of, Chlorinator, Pvc, Contact camera, For chlorinated water, Pvc, tributary, entry, Pvc, Fat trap, Criterion of the, Flow splitter, tributary, see detail, Overflow lines, Of active sludge, Processing facilities, scale, Pvc, curtain, Passage pipe, Passage pipe, reinforcement, do not., Cell of, Areation, Cell of, Areation, reinforcement, do not., base of, select, section, scale, reinforcement, do not., reinforcement, do not., level of, Flows, level of, Flows, level of, Flows, level of, Flows, base of, select, section, scale, section, scale, level of, Flows, level of, Flows, reinforcement, do not., reinforcement, do not., lines of, Rebalse, return, Of sludge, Chlorinator, level of, Flows, Rebalse, Contact camera, For chlorinated water, base of, select, base of, select, base of, select, tube of, Pvc entry, Specifications, General technical specifications, Aci ubc, Specifications:, design principles:, Concrete fc ref., Fy est., Minimum laboratory tests:, Concrete: cylinder each, reinforcing steel, Fy rolled in cold, Fb fv, Departure detail, scale, pipeline, Input detail, scale, pipeline, pipeline, Detail step, scale, Pipe detail, Return of sludge, scale, pipeline, pipeline, Detail step, scale, pipeline, Detail step, scale, detail, Sleeve for sludge return, Sleeve for skimmer return, entry, Pvc, tube of, entry, grease trap, Criterion of the, tube of, Pvc output, Concrete fill, impoverished, Concrete fill, impoverished, Concrete fill, impoverished, Km. Carr. El salvador municipality of fraijanes, Rev. Ing. Augusto alvarez, Drawing: jezf, detail, Swing, see detail, Swing, Pipe of, Pvc, See detail of, He passed, Swing, Cover, curtain, Pipe of, Pvc, Pipe of, Pvc, See detail of, He passed, Swing, curtain, Swing, See detail of, He passed, Wall projection, Under the slab, Pvc, Union, box of, Chlorinator, Pvc, Contact camera, For chlorinated water, Pvc, tributary, entry, Pvc, Fat trap, Criterion of the, Flow splitter, tributary, Overflow lines, Of active sludge, Processing facilities, scale, Pvc, Km. Carr. El salvador municipality of fraijanes, curtain, Passage pipe, Passage pipe, Cell of, Areation, section, scale, level of, Flows, level of, Flows, level of, Flows, level of, Flows, base of, select, section, scale, section, scale, level of, Flows, level of, Flows, lines of, Rebalse, return, Of sludge, Chlorinator, level of, Flows, Rebalse, Contact camera, For chlorinated water, base of, select, base of, select, base of, select, tube of, Pvc entry, Specifications, General technical specifications, Aci ubc, Specifications:, design principles:, Concrete fc ref., Fy est., Minimum laboratory tests:, Concrete: cylinder each, reinforcing steel, Fy rolled in cold, Fb fv, Departure detail, scale, pipeline, Input detail, scale, pipeline, pipeline, Detail step, scale, Pipe detail, Return of sludge, scale, pipeline, pipeline, Detail step, scale, pipeline, Detail step, scale, detail, Sleeve for sludge return, Sleeve for skimmer return, entry, Pvc, tube of, entry, grease trap, Criterion of the, tube of, Pvc output, Concrete fill, impoverished, Concrete fill, impoverished, Concrete fill, impoverished, Km. Carr. El salvador municipality of fraijanes, base of, select, Details of wall joints, Typical wall-mounted detail, scale, detail, see detail, base of, select, base of, select, see detail, do not., do not. its T., running, Foundation, do not., do not. its T., running, Foundation, Block of, Block of, do not., do not. its T., Mochetas, Link no., row, do not., do not. its T., Corner, Mochetas, Link no., row, do not., do not. do not. Interleaved, All cells filled with graut, Block of, In plan, View distribution, Vertical centered, reinforcement, do not., do not. its T., sill, Full of graut, All cells, do not., do not. its T., sill, do not., do not. its T., sill, Block of, Block of, In plan, View distribution, Vertical centered, reinforcement, do not., do not. its T., sill, Full of graut, do not., do not. its T., sill, do not., do not. its T., sill, Block of, All cells, Full of graut, All cells, do not., do not. its T., sill, Block of, do not., do not. its T., sill, In plan, View distribution, Vertical centered, reinforcement, its T. do not., do not. do not., sill, its T. do not., do not. do not., sill, do not. do not., sill, do not., do not. its T., sill, Block of, In plan, View distribution, Vertical centered, reinforcement, do not., do not. its T., sill, do not., do not. its T., sill, both senses, do not., Corridos, both senses, do not., Corridos, both senses, do not., Corridos, both senses, do not., both senses, do not., both senses, do not., both senses, do not., both senses, do not., Corridos, curtain, both senses, do not., Corridos, both senses, do not., both senses, do not., see

Raw text data extracted from CAD file:

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\A1;0.610 \A1;0.910 \A1;0.910 \A1;0.380 \A1;0.910 \A1;1.220 \A1;0.610 \A1;0.610 \A1;0.380 \A1;0.610 \A1;0.610 \A1;0.860 \A1;0.920 \A1;0.920 \A1;0.920 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BATIENTE BATIENTE BATIENTE BATIENTE DE TAPADERA PARRILLA CORTINA BATIENTE CORTINA 5 5 PROYECCION DE MURO BAJO LOSA (SALIDA) PVC d 6" UNION CAJA DE CLORINADOR 5 5 (SALIDA) PVC d 6" CAMARA DE CONTACTO PARA AGUA CLORADA 5 5 5 (SALIDA) PVC d 6" 5 5 5 5 AFLUENTE INGRESO PVC d 6" 5 5 5 TRAMPA DE GRASAS (A CRITERIO DEL CONSTRUCTOR) DIVISOR DE FLUJOS AFLUENTE VER DETALLE A LINEAS DE REBALSES DE LODOS ACTIVOS 1 D-1 PLANTA DE TRATAMIENTO ESCALA 1:25 3 D-2 1 D-2 2 D-2 PVC d 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 CORTINA 5 TUBERIA DE PASO 2 (PVC d 8") TUBERIA DE PASO 2 (PVC d 8") REFUERZO No. 3 @ 4" CELDA DE AREACION CELDA DE AREACION REFUERZO No. 3 @ 4" 5 5 BASE DE SELECTO 1 D-2 SECCION A ESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REFUERZO No. 3 @ 4" REFUERZO No. 3 @ 4" NIVEL DE FLUJOS NIVEL DE FLUJOS NIVEL DE FLUJOS NIVEL DE FLUJOS 5 5 5 5 BASE DE SELECTO 2 D-2 SECCION C ESCALA 1:25 3 D-2 SECCION B ESCALA 1:25 5 5 5 5 5 5 5 NIVEL DE FLUJOS NIVEL DE FLUJOS 5 5 5 5 5 5 5 REFUERZO No. 3 @ 4" REFUERZO No. 3 @ 4" LINEAS DE REBALSE RETORNO DE LODOS 5 5 5 5 5 5 5 CLORINADOR NIVEL DE FLUJOS REBALSE CAMARA DE CONTACTO PARA AGUA CLORADA BASE DE SELECTO BASE DE SELECTO BASE DE SELECTO TUBO DE ENTRADA PVC d 6" ESPECIFICACIONES ESPECIFICACIONES TECNICAS GENERALES ACI - 83 (concreto) - UBC -83 (mamposteria) ESPECIFICACIONES: CRITERIOS DE DISENO: CONCRETO fc 210 Kg/cm2 - acero de ref. fy 2800 kg/cm2-acero est. PRUEBAS MINIMAS DE LABORATORIO: - CONCRETO: 1 CILINDRO / CADA 10 m3 SLUMP/CADA 10m3-4plg. ACERO DE REFUERZO 1 ENSAYO/CADA 100qq. fy 2520 kg/cm2-acero rolado en frio fy 2520 kg/cm2-madera fb 84 kg/cm2 fv 7 kg/cm2 7 D-2 DETALLE DE SALIDA ESCALA 1:25 5 5 TUBERIA d 6" 6 D-2 DETALLE DE ENTRADA ESCALA 1:25 5 5 TUBERIA d 6" 5 5 TUBERIA d 8" 8 D-2 DETALLE PASO 3 ESCALA 1:25 9 D-2 DETALLE DE TUBERIA RETORNO DE LODOS ESCALA 1:25 5 5 5 5 TUBERIA d 6" TUBERIA d 6" 5 5 TUBERIA d 6" 4 D-2 DETALLE PASO 1 ESCALA 1:25 5 5 TUBERIA d 6" 5 D-2 DETALLE PASO 2 ESCALA 1:25 DETALLE A DETALLE B DETALLE C A Y C MANGA PARA RETORNO DE LODOS B MANGA PARA RETORNO DE SKIMMER INGRESO PVC d 6" A TUBO DE ENTRADA TRAMPA DE GRASA (A CRITERIO DEL CONSTRUCTOR) TUBO DE SALIDA PVC d 6" RELLENO DE CONCRETO EMPOBRECIDO RELLENO DE CONCRETO EMPOBRECIDO RELLENO DE CONCRETO EMPOBRECIDO Km. 22.3 CARR. A EL SALVADOR MUNICIPIO DE FRAIJANES Km. 22.3 CARR. A EL SALVADOR MUNICIPIO DE FRAIJANES REV. ING. AUGUSTO ALVAREZ DIBUJO: JEZF 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE A Y B BATIENTE BATIENTE VER DETALLE 1 BATIENTE 5 TUBERIA DE PVC d 6" x 10" 5 VER DETALLE DE PASO 1 BATIENTE DE TAPADERA CORTINA TUBERIA DE PVC d 6" x 10" TUBERIA DE PVC d 6" x 10" VER DETALLE DE PASO 2 BATIENTE CORTINA BATIENTE VER DETALLE DE PASO 3 5 5 PROYECCION DE MURO BAJO LOSA (SALIDA) PVC d 6" UNION CAJA DE CLORINADOR 5 5 (SALIDA) PVC d 6" CAMARA DE CONTACTO PARA AGUA CLORADA 5 5 5 (SALIDA) PVC d 6" 5 5 5 5 AFLUENTE INGRESO PVC d 6" 5 5 5 TRAMPA DE GRASAS (A CRITERIO DEL CONSTRUCTOR) DIVISOR DE FLUJOS AFLUENTE LINEAS DE REBALSES DE LODOS ACTIVOS 1 D-1 PLANTA DE TRATAMIENTO ESCALA 1:25 3 D-2 1 D-2 2 D-2 PVC d 6" Km. 22.3 CARR. A EL SALVADOR MUNICIPIO DE FRAIJANES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTINA 5 TUBERIA DE PASO 2 (PVC d 8") TUBERIA DE PASO 2 (PVC d 8") CELDA DE AREACION 1 D-2 SECCION A ESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE FLUJOS NIVEL DE FLUJOS NIVEL DE FLUJOS NIVEL DE FLUJOS 5 5 5 5 BASE DE SELECTO 2 D-2 SECCION C ESCALA 1:25 3 D-2 SECCION B ESCALA 1:25 5 5 5 5 5 5 5 NIVEL DE FLUJOS NIVEL DE FLUJOS 5 5 5 5 5 5 5 LINEAS DE REBALSE RETORNO DE LODOS 5 5 5 5 5 5 5 CLORINADOR NIVEL DE FLUJOS REBALSE CAMARA DE CONTACTO PARA AGUA CLORADA BASE DE SELECTO BASE DE SELECTO BASE DE SELECTO TUBO DE ENTRADA PVC d 6" ESPECIFICACIONES ESPECIFICACIONES TECNICAS GENERALES ACI - 83 (concreto) - UBC -83 (mamposteria) ESPECIFICACIONES: CRITERIOS DE DISENO: CONCRETO fc 210 Kg/cm2 - acero de ref. fy 2800 kg/cm2-acero est. PRUEBAS MINIMAS DE LABORATORIO: - CONCRETO: 1 CILINDRO / CADA 10 m3 SLUMP/CADA 10m3-4plg. ACERO DE REFUERZO 1 ENSAYO/CADA 100qq. fy 2520 kg/cm2-acero rolado en frio fy 2520 kg/cm2-madera fb 84 kg/cm2 fv 7 kg/cm2 7 D-2 DETALLE DE SALIDA ESCALA 1:25 5 5 TUBERIA d 6" 6 D-2 DETALLE DE ENTRADA ESCALA 1:25 5 5 TUBERIA d 6" 5 5 TUBERIA d 8" 8 D-2 DETALLE PASO 3 ESCALA 1:25 9 D-2 DETALLE DE TUBERIA RETORNO DE LODOS ESCALA 1:25 5 5 5 5 TUBERIA d 6" TUBERIA d 6" 5 5 TUBERIA d 6" 4 D-2 DETALLE PASO 1 ESCALA 1:25 5 5 TUBERIA d 6" 5 D-2 DETALLE PASO 2 ESCALA 1:25 DETALLE A DETALLE B DETALLE C A Y C MANGA PARA RETORNO DE LODOS B MANGA PARA RETORNO DE SKIMMER INGRESO PVC d 6" A TUBO DE ENTRADA TRAMPA DE GRASA (A CRITERIO DEL CONSTRUCTOR) TUBO DE SALIDA PVC d 6" RELLENO DE CONCRETO EMPOBRECIDO RELLENO DE CONCRETO EMPOBRECIDO RELLENO DE CONCRETO EMPOBRECIDO Km. 22.3 CARR. A EL SALVADOR MUNICIPIO DE FRAIJANES 5 5 5 5 5 5 5 5 BASE DE SELECTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 D-2 DETALLES DE UNIONES DE MUROS + DETALLE TIPICO ARMADO DE MURO ESCALA 1:12.5 DETALLE "D" DETALLE "E" DETALLE "F" DETALLE "G" DETALLE "H" VER DETALLE "D" VER DETALLE "E" VER DETALLE "D" VER DETALLE "D" VER DETALLE "E" VER DETALLE "D" BASE DE SELECTO BASE DE SELECTO VER DETALLE "F" VER DETALLE "F" VER DETALLE "G" VER DETALLE "G" VER DETALLE "G" VER DETALLE "G" MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA MA No. 2 @ 0.14 6 No. 4 + EST. CORRIDO CC-1 CIMIENTO No. 2 @ 0.14 6 No. 4 + EST. CORRIDO CC-2 CIMIENTO BLOCK DE 0.14x0.19x0.39 BLOCK DE 0.14x0.19x0.39 No. 2 @ 0.10 4 No. 5 + EST. MOCHETAS "MA" ESLABON No. 2 @ HILADA 1 No. 5 1 No. 4 1 No. 5 1 No. 5 No. 2 @ 0.10 4 No. 5 + EST. ESQUINERAS MOCHETAS "MA" ESLABON No. 2 @ HILADA 1 No. 5 1 No. 5 1 No. 5 + 1 No. 4 INTERCALADOS TODAS LAS CELDAS LLENAS DE GRAUT BLOCK DE 0.14x0.19x0.39 EN PLANTA VER DISTRIBUCION VERTICAL CENTRADO REFUERZO No. 2 @ 0.10 4 No. 5 + EST. SOLERA LLENAS DE GRAUT TODAS LAS CELDAS No. 2 @ 0.10 4 No. 5 + EST. SOLERA No. 2 @ 0.10 4 No. 5 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 BLOCK DE 0.14x0.19x0.39 EN PLANTA VER DISTRIBUCION VERTICAL CENTRADO REFUERZO No. 2 @ 0.10 4 No. 5 + EST. SOLERA LLENAS DE GRAUT No. 2 @ 0.10 4 No. 5 + EST. SOLERA No. 2 @ 0.10 4 No. 5 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 TODAS LAS CELDAS LLENAS DE GRAUT TODAS LAS CELDAS No. 2 @ 0.10 4 No. 5 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 No. 2 @ 0.10 4 No. 5 + EST. SOLERA EN PLANTA VER DISTRIBUCION VERTICAL CENTRADO REFUERZO EST. No. 2 @ 0.10 4 No. 6 + 2 No. 4 SOLERA 5 EST. No. 2 @ 0.10 4 No. 6 + 6 No. 4 SOLERA 5 4 No. 6 + 2 No. 4 SOLERA 5 No. 2 @ 0.10 4 No. 4 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 EN PLANTA VER DISTRIBUCION VERTICAL CENTRADO REFUERZO No. 2 @ 0.10 4 No. 5 + EST. SOLERA No. 2 @ 0.10 4 No. 5 + EST. SOLERA AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS L/4 L/4 L/4 L/4 AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTINA 5 5 AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 VER DETALLE "D" VER DETALLE "E" AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAMARA DE CONTACTO PARA AGUA CLORADA BLOCK DE 0.14x0.19x0.39 EN PLANTA VER DISTRIBUCION VERTICAL CENTRADO REFUERZO No. 2 @ 0.10 4 No. 5 + EST. SOLERA LLENAS DE GRAUT No. 2 @ 0.10 4 No. 5 + EST. SOLERA No. 2 @ 0.10 4 No. 5 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 TODAS LAS CELDAS No. 2 @ 0.10 4 No. 4 + EST. SOLERA 4 No. 6 + 2 No. 4 SOLERA 4 No. 6 + 2 No. 4 SOLERA EST. No. 2 @ 0.10 4 No. 6 + 6 No. 4 SOLERA No. 2 @ 0.10 4 No. 4 + EST. SOLERA LLENAS DE GRAUT No. 2 @ 0.10 4 No. 5 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 TODAS LAS CELDAS AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS AMBOS SENTIDOS No. 3 @ 0.28 L/4 L/4 L/4 L/4 AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS AMBOS SENTIDOS No. 3 @ 0.28 CORRIDOS AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 AMBOS SENTIDOS No. 3 @ 0.28 No. 2 @ 0.10 4 No. 4 + EST. SOLERA No. 2 @ 0.10 4 No. 4 + EST. SOLERA EST. No. 2 @ 0.10 4 No. 6 + 2 No. 4 SOLERA EST. No. 2 @ 0.10 4 No. 6 + 2 No. 4 SOLERA EST. No. 2 @ 0.10 4 No. 6 + 6 No. 4 SOLERA No. 2 @ 0.10 4 No. 4 + EST. SOLERA No. 2 @ 0.10 4 No. 4 + EST. SOLERA No. 2 @ 0.10 4 No. 4 + EST. SOLERA BLOCK DE 0.14x0.19x0.39 No. 2 @ 0.10 4 No. 5 + EST. SOLERA EN PLANTA VER DISTRIBUCION VERTICAL CENTRADO REFUERZO 5 5 VER DETALLE "D" VER DETALLE "D" AMBOS SENTIDOS No. 3 @ 0.28 L/4 L/4 VER DETALLE "D" VER DETALLE "E" VER DETALLE "D" L/4 L/4 5 5 5 5 5 5 5 5 5 5 5 5 5 A CRITERIO DEL CONSTRUCTOR REFUERZO ESTRUCTURAL QUEDA NOTA: A CRITERIO DEL CONSTRUCTOR - REFUERZO ESTRUCTURAL QUEDA NOTA: CELDA DE AREACION - VER DETALLES EN HOJA D-2 VER DETALLE "F" VER DETALLE "F" VER DETALLE "G" VER DETALLE "G" VER DETALLE "G" VER DETALLE "G" VER DETALLE "F" VER DETALLE "F" - VER DETALLE ARMADO DE MUROS EN HOJA D-2 5 VER DETALLE C 5 VER DETALLE C VER DETALLE C VER DETALLE 1 5 VER DETALLE A 5 5 VER DETALLE A VER DETALLE A 5 5 5 TUBERIA DE PVC d 6" x 10" VER DETALLE A 5 5 TUBERIA DE PVC d 6" x 10" VER DETALLE DE PASO 2 5 VER DETALLE A VER DETALLE A 5 5 DETALLE A Y B VER DETALLE DE PASO 3 5 5 TUBERIA DE PVC d 6" x 10" 5 VER DETALLE DE PASO 1 5 VER DETALLE C 5 5 VER DETALLE C VER DETALLE 1 VER DETALLE C 5 5 5 DETALLE A Y B 5 5 VER DETALLE DE PASO 1 TUBERIA DE PVC d 6" x 10" TUBERIA DE PVC d 6" x 10" VER DETALLE DE PASO 2 VER DETALLE DE PASO 3 5 5 VER DETALLE C 5 VER DETALLE C VER DETALLE C VER DETALLE 1 5 VER DETALLE A 5 5 VER DETALLE A VER DETALLE A 5 5 5 TUBERIA DE PVC d 6" x 10" VER DETALLE A 5 5 TUBERIA DE PVC d 6" x 10" VER DETALLE DE PASO 2 5 VER DETALLE A VER DETALLE A 5 5 DETALLE A Y B VER DETALLE DE PASO 3 5 5 TUBERIA DE PVC d 6" x 10" 5 VER DETALLE DE PASO 1 5 VER DETALLE C 5 5 VER DETALLE C VER DETALLE 1 VER DETALLE C 5

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	autocad, details, DWG, housings, kläranlage, plant, plants, section, sections, treatment, treatment plant