Water – Treatment Plant DWG Detail for AutoCAD

Water – Treatment Plant DWG Detail for AutoCAD

Water – Treatment Plant – Details

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

Detail of rod bends, Esc .:, Hook of, Of rod, diameter, Table of rods, Processing facilities, scale, detail, Baffle, Pipe of, Pvc., Pipe of, See det. He passed, detail, See detail, Swing, See det., Baffle, detail, See det., See det. He passed, detail, See detail, detail, See det., detail, See det., Swing, Pvc output., Contact camera, For chlorinated water., Contact camera, Pvc output., entry, See detail, P.v.c, Fat trap, separator, flow, deflector, Det. Of sludge pipe, pipeline, detail, pipeline, Det. He passed, pipeline, Det. entry, Det. departure, pipeline, Det. He passed, pipeline, rack, grid, Space between, Grills cm, detail, See det. He passed, separator, flow, plant, vertical, Deflector baffle, Return of, Sludges, Steak grad., Sludges, Return of, Double mesh var a.d., Fine finish, concrete, scale, Eccion, Var, impoverished, Concrete fill, departure, scale, Eccion, Steak grad., Double mesh var a.d., Fine finish, concrete, Var, level, Pvc., Pipe of, Det. He passed, Return of sludge, Det., He passed, Baffle, departure, deflector, Pvc., Pipe of, scale, Eccion, vertical, scale, Eccion, scale, Eccion, plant, scale, Eccion, plant, vertical, Var, vertical, scale, Solid trap, rack, Var, Double mesh var a.d., scale, Canoe etalle, Isometric, Crown etalle, scale, Beam with var, Rims, beam, Beam with var var, Var a.d. mesh, Double mesh var a.d., load, Canoe detail, Var a.d. mesh, Double mesh var a.d., Rims, Beam with var, discharge, Canoe detail, Rims, Beam with var, Double mesh var a.d., Var a.d. mesh, load, Canoe detail, discharge, Canoe detail, Var a.d. mesh, Vertical baffle, In clarifier, Sludge digester, dump, Sampling box, Chlorination tank, Departure canoe, Arrival canoe, Clarifier, Aeration tank, Contact us, Floating trap, Shredder, Lower level of the tube, Total height, Useful height, Headroom, Invert, Terraced land level, Symbology of levels, Upper level of tanks, Lower level of tanks, Upper level of canoe, Finished floor level, Canoe bottom level, Finished ground level, Liquid level, Nsc, Nfc, Npt, Table of levels, rack, All concrete used in construction will be of all materials must comply with the standards as of last revision. The structural concrete of the walls should have a resistance the understanding of the days of the steel to be used should be of f’c. To top the bottom slab of the digester reactor should be cemented onto a layer of grained material of cm. Of where it is required the use of this must comply with the rules of a.w.s be of the type xx. Structural slabs wall joints the bottom slab must be made in accordance with the construction plan of the builder approved by the inspection commission. The length of the anchor joint will be made like this: rod length joint anchorage in cm. The concrete of filling of masonry cells must have a resistance the understanding that the minimum coating will be cm., Specifications, Bafle see detail in this sheet, Pipe etalle, scale, detail, See det. He passed, separator, flow, vertical, Treatment plant and, drawing:, may, Iselco, content:, scale:, date:, Indicated, address:, design:, revised:, calculation:, Eco tec., civil engineer., scale, Canoe etalle, civil engineer., Eco tec., calculation:, revised:, design:, address:, Indicated, date:, scale:, content:, Iselco, may, drawing:, Solid ramp, scale, Et rails of corona, Numbers of pipe, scale, Eccion, scale, Eccion, Of treatments, scale, Eccion, scale, plant, scale, Eccion, scale, plant, Etalle of baffle, scale, In clarifier, Section sheet details, Treatment plant and

Raw text data extracted from CAD file:

\A1;0.38 \A1;0.61 \A1;0.38 \A1;0.38 \A1;1.73 \A1;1.52 \A1;0.86 \A1;1.73 \A1;0.61 \A1;0.32 \A1;0.32 \A1;1.73 \A1;1.73 \A1;1.52 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.15 \A1;1.70 \A1;0.75 \A1;0.65 \A1;1.00 2.03 2.03 2.03 2.03 2.03 3.86 3.86 \A1;1.22 \A1;0.39 \A1;1.27 \A1;0.61 \A1;0.21 \A1;0.51 \A1;0.39 \A1;0.76 \A1;0.38 \A1;0.91 \A1;0.22 \A1;0.92 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.65 \A1;1.60 \A1;1.00 \A1;47° \A1;0.61 \A1;1.73 \A1;1.52 \A1;0.10 \A1;0.82 \A1;0.15 \A1;0.21 \A1;0.10 \A1;1.22 \A1;0.21 \A1;0.61 \A1;0.15 \A1;0.15 \A1;1.27 \A1;0.61 \A1;1.27 \A1;3.50 \A1;4.01 \A1;3.71 \A1;0.15 \A1;3.71 \A1;0.15 \A1;0.10 \A1;3.50 \A1;0.51 \A1;3.71 \A1;0.15 0.20 0.20 \A1;0.51 \A1;0.39 \A1;0.10 \A1;4.01 \A1;0.51 \A1;0.15 \A1;3.50 \A1;0.15 \A1;3.71 \A1;3.71 \A1;0.15 \A1;0.15 \A1;3.71 \A1;3.71 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.51 \A1;0.39 \A1;60° \A1;60° \A1;1.88 \A1;1.12 \A1;0.82 \A1;60° \A1;60° \A1;0.51 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.88 \A1;4.01 \A1;3.91 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.38 2.03 3.86 3.86 \A1;0.38 \A1;1.73 \A1;1.52 \A1;1.73 \A1;1.52 0.20 0.20 0.05 0.20 0.25 0.35 0.20 0.50 0.20 0.05 0.20 0.20 0.05 0.05 0.05 0.05 0.36 0.15 0.20 0.05 0.20 0.15 0.50 0.05 0.35 0.50 0.15 0.50 0.15 \A1;0.61 \A1;1.73 \A1;1.52 \A1;10d \A1;d \A1;D=4d \A1;La=12d \A1;135.00° 7 22.2 75 7/8" 1" 80 25.4 8 DETALLE DE DOBLECES DE VARILLAS ESC.: 1:75 GANCHO DE 135º GANCHO DE 90º -230.1501154516255 d=DIAMETRO DE VARILLA 3 4 5 6 2 9.5 12.7 15.6 19.1 DIAMETRO (mm) 5.3 La (mm) 35 50 60 65 25 d 1/4" 3/8" 1/2" 5/8" 3/4" Nº TABLA DE VARILLAS -230.1501154516255 -230.1501154516255 -230.1501154516255 -230.1501154516255 Planta de Tratamiento EJ-500 ESCALA 1/75 5 5 5 DETALLE A 5 5 BAFFLE TUBERIA DE PVC. Ø 6"X10" PVC. Ø 6"X10" TUBERIA DE VER DET. PASO 1 5 DETALLE C VER DET.PASO 1 BATIENTE VER DET. C 5 BAFFLE DETALLE A Y B DETALLE A Y B VER DET. 1 VER DET. PASO 1 DETALLE A VER DET.PASO 1 VER DET.PASO 1 DETALLE C VER DET. C DETALLE C 5 VER DET. C BATIENTE 5 SALIDA ( PVC. Ø 6" ) A CAMARA DE CONTACTO PARA AGUA CLORADA. PARA AGUA CLORADA. A CAMARA DE CONTACTO SALIDA ( PVC. Ø 6" ) A A B B C C ENTRADA 5 5 5 5 5 VER DET.PASO 2 VER DET.PASO 2 \A1; P.V.C Ø 8" TRAMPA DE GRASAS SEPARADOR DE FLUJO 5 5 5 5 5 5 5 5 5 5 DEFLECTOR DEFLECTOR A A B C D E F B C D E F 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DET. DE TUBERIA DE LODOS Y SKIMMER TUBERIA Ø6" DETALLE C DETALLE A DETALLE B TUBERIA Ø6" DET. PASO 1 Tuberia Ø 6" DET. ENTRADA DET. SALIDA Tuberia Ø 6" DET. PASO 2 Tuberia Ø 6" \A1; \A1; REJILLA REJA ESPACIO ENTRE REJAS 1.5 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1; 5 DETALLE A 5 5 A A VER DET. PASO 1 VER DET. PASO 1 SEPARADOR DE FLUJO A A PLANTA #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 5 5 5 5 BAFFLE DEFLECTOR 5 5 5 5 5 5 5 5 5 5 5 RETORNO DE LODOS 5 5 5 5 5 FILETE A 45 GRAD. 5 LODOS RETORNO DE 5 5 5 5 5 DOBLE MALLA VAR #3 @ 0.20 A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. ACABADO FINO ACABADO FINO ACABADO FINO CONCRETO 210kg/cm2 CONCRETO 210kg/cm2 CONCRETO 210kg/cm2 ESCALA 1:25 S ECCION A-A VAR #4 VAR #4 VAR #4 5 EMPOBRECIDO 5 5 RELLENO DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALIDA SALIDA 5 5 5 ESCALA 1:25 S ECCION B-B FILETE A 45 GRAD. DOBLE MALLA VAR #3 @ 0.20 A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. ACABADO FINO ACABADO FINO ACABADO FINO CONCRETO 210kg/cm2 CONCRETO 210kg/cm2 CONCRETO 210kg/cm2 VAR #4 VAR #4 VAR #4 NIVEL 0.00 PVC. Ø6"XØ10" TUBERIA DE DET. PASO 1 RETORNO DE LODOS 5 DET. A 5 5 5 5 5 5 5 5 PASO 1 5 BAFFLE 5 5 5 5 SALIDA DEFLECTOR 5 PVC. Ø6"XØ10" TUBERIA DE ESCALA 1:25 S ECCION C-C 1 2 3 5 5 5 5 E F E F 1 2 3 5 5 5 B B #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 2 C C 5 5 ESCALA 1:25 S ECCION A-A ESCALA 1:25 S ECCION B-B PLANTA ESCALA 1:25 S ECCION C-C PLANTA A B C D E F B B #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 VAR #4 VAR #4 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 ESCALA 1:50 TRAMPA DE SOLIDOS REJILLA 1 VAR #4 DOBLE MALLA VAR #3 @ 0.20 A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. ESCALA 1:15 D ETALLE DE CANOA ISOMETRICO 5 5 5 5 5 5 5 ETALLE DE VIGA CORONA D ESCALA 1:15 VIGA CON 4 VAR #4 Y AROS VAR #3 @ 0.20m VIGA 1 VIGA 2 VIGA CON 4 VAR #4 Y AROS VAR #3 @ 0.20m VIGA CON 4 VAR #4 Y AROS VAR #3 @ 0.20m MALLA DE VAR #3 @ 0.10m A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. NIB=97.95 5 NSC=98.45 NL=98.30 5 5 NIC=98.20 5 5 5 5 NIC=98.20 NSC=98.35 5 CARGA DETALLE CANOA NL=98.30 5 MALLA DE VAR #3 @ 0.10m A.D. DOBLE MALLA VAR #3 @ 0.20 A.D. Y AROS VAR #3 @ 0.20m VIGA CON 4 VAR #4 5 5 5 5 5 DESCARGA DETALLE CANOA Y AROS VAR #3 @ 0.20m VIGA CON 4 VAR #4 DOBLE MALLA VAR #3 @ 0.20 A.D. MALLA DE VAR #3 @ 0.10m A.D. NFC=98.25 2 5 2 5 2 5 CARGA DETALLE CANOA DESCARGA DETALLE CANOA 5 NL=98.30 5 MALLA DE VAR #3 @ 0.10m A.D. 5 BAFLE VERTICAL EN CLARIFICADOR DIGESTOR DE LODOS NSL=100.20 NL=98.30 NI=97.10 NF=96.90 VERTEDERO NSL=100.20 NL=97.75 NI=97.67 NF=97.52 CAJA DE MUESTREO NSL=100.20 NL=98.00 NI=97.85 NF=97.70 TANQUE DE CLORACION NSL=100.20 NL=96.05 NI=97.10 NF=96.90 CANOA DE SALIDA NSC=98.35 NIC=98.20 NFC=98.15 CANOA DE SALIDA NSC=98.35 NIC=98.20 NFC=98.15 CANOA DE LLEGADA NSC=98.45 NIC=98.30 NFC=98.25 CLARIFICADOR NSL=100.20 NL=98.30 NI=97.10 NF=96.90 TANQUE DE AIREACION NSL=100.20 NL=98.40 NI=97.10 NF=96.90 HU=3.35 HT=5.00 CONTACTOR ANOXICO NSL=100.20 NL=98.40 NI=97.10 NF=96.90 TRAMPA DE FLOTANTES NSL=100.20 NL=98.50 \C256;NI=97.50 NF=97.35 DESARENADOR NSL=100.20 NL=98.75 NI=98.45 NF=98.60 NI'=98.55 NF'= 98.40 NIVEL INFERIOR DEL TUBO ALTURA TOTAL HL HU ALTURA UTIL ALTURA LIBRE HT INVERT NIVEL DE TERRENO O TERRAZAS SIMBOLOGIA DE NIVELES NIVEL SUPERIOR DE LOS TANQUES NIVEL INFERIOR DE LOS TANQUES NIVEL SUPERIOR DE CANOA NIVEL DE PISO TERMINADO NIVEL FONDO DE CANOA NIVEL TERRENO TERMINADO NT NS NI NL NIVEL DE LIQUIDO NSC NFC NF NPT TABLA DE NIVELES REJILLA NSL=100.20 NL=98.75 NI=98.70 NF=98.55 1) TODO CONCRETO A USARSE EN OBRA SERA DE 210 kgs/cm2. 2) TODOS LOS MATERIALES DEBEN CUMPLIR CON LAS NORMAS ASTM DE ULTIMA REVISION. 3) EL CONCRETO ESTRUCTURAL DE LAS PAREDES DEBERA TENER UNA RESISTENCIA A LA COMPRENSION A LOS 28 DIAS DE 210 Kg/cm2 4) EL ACERO QUE SE USARA DEBERA SER DE 2800 Kg/cm2 = f'c. PARA #2 Y #3. 4200 kg/cm2=f'c PARA #4 Y SUPERIORES 5) LA LOSA DE FONDO DEL REACTOR Y DIGESTOR DEBERAN ESTAR CIMENTADOS SOBRE UNA CAPA DE MATERIAL GRANULADO ( GRAVA DE 15 cm. DE ESPESOR.) 6) DONDE SE REQUIERA EL USO DE SOLDADURA, ESTO DEBERA CUM- PLIR CON LAS NORMAS DE A.W.S Y SER DEL TIPO E-60 XX. 7) LOS CORTE ESTRUCTURALES Y CHORREAS Y UNION DE PARED A LA LOSA DE FONDO DEBERAN HACERSE DE ACUERDO CON EL PLAN DE CONSTRUCCION DEL CONSTRUCTOR APROBADO POR LA LA COMISION Y LA INSPECCION. 8) LA LONGUITUD DEL EMPALME Y ANCLAJE SE HARA ASI: VARILLA N° LONGUITUD EMPALME O ANCLAJE EN cm. 3 40 4 60 5 70 6 85 9) EL CONCRETO DE RELLENO DE CELDAS DE MAMPOSTERIA DEBERA TENER UNA RESISTENCIA A LA COMPRENSION f'c = 175 Kg/cm2. 10) EL RECUBRIMIENTO MINIMO SERA DE 4 cm. ESPECIFICACIONES 5 5 5 5 5 BAFLE VER DETALLE EN ESTA LAMINA ETALLE DE TUBERIA D ESCALA 1:15 5 DETALLE A 5 5 A A VER DET. PASO 1 VER DET. PASO 1 SEPARADOR DE FLUJO A A #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 #3 VERTICAL @ 0.40 #3 HORIZONTAL@ 0.20 1 2 3 B B Planta de Tratamiento EJ - 500 DIBUJO: MAYO 2,007 ISELCO CONTENIDO: ESCALA: FECHA: INDICADA DIRECCION: DISEÑO: ECO-TEC ECO-TEC REVISO: CALCULO: ECO - TEC. ECO-TEC INGENIERO CIVIL. ESCALA 1:15 D ETALLE DE CANOA INGENIERO CIVIL. ECO-TEC ECO - TEC. CALCULO: REVISO: ECO-TEC ECO-TEC DISEÑO: DIRECCION: INDICADA FECHA: ESCALA: CONTENIDO: ISELCO MAYO 2,007 DIBUJO: RAMPA DE SOLIDOS T ESCALA 1:25 ESCALA 1:15 D ETALLES DE VIGA CORONA ETALLES DE TUBERIA D ESCALA 1:15 ESCALA 1:25 S ECCION C-C ECCION B-B S ESCALA 1:25 ESCALA 1:25 S ECCION A-A LANTA DE TRATAMIENTOS EJ-500 P ESCALA 1:50 ECCION A-A S ESCALA 1:25 PLANTA PLANTA ESCALA 1:25 S ECCION B-B ECCION C-C S ESCALA 1:25 PLANTA ETALLE DE BAFLE D ESCALA 1:15 EN CLARIFICADOR Hoja de Secciones y Detalles Hoja de Secciones y Detalles Planta de Tratamiento EJ - 500

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