Plant Of Treatment – Piura DWG Block for AutoCAD

Plant Of Treatment – Piura DWG Block for AutoCAD

Hydraulic design and structural of Treatment plant Piura

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

Provincial municipality of piura, draft:, Improvement of water supply las vegas, Cieneguillo, flat:, Slow filter, Location:, Location: cieneguillo, Dist: piura, Prov: piura, Elab:, Ing. Jesus h. Brunette mantilla, date:, may, Cad:, Julio suarez risk, scale:, Plant details, Settler, In the slab, concrete, Fy steel, Coating slab walls cm., F’c walls, Technical specifications, On the crest, Water height, spillway, entry, Water, Esc:, cut, Holes, spillway, Water, entry, Diffuser screen, Flanged valve, Sludge evacuation, Esc:, treated water, Water, departure, cut, Esc:, Beam cm., cut, Esc:, Technical specifications, Concrete in slab walls f’c, Coating slab walls cm., Fy steel, Beam cm., Esc:, slab, Flanged spherical valve, Nipple s, Elbow, Flange breaks water, description, Cant, Diam., legend, Rto., Estr., Esc:, beam, Icaro brick, column, slab, Esc:, Rto., Estr., Esc:, Esc:, Isometric, entry, Slow filter, Exit, Channel, Prefabricated slabs, zone, valve, Discharge dump, zone, Icaro brick, Channel, Wall of, gate, zone, Esc:, detail, Ang., Pre-gravel filter, Detail of flange breaks water, cut, zone, Discharge dump, zone, Esc:, Ball Valve, Flange breaks water, Racing welding, All around, Elbow, Channel, zone, gate, Prefabricated slabs, Brick wall icaro, your B. entry, channel, cleaning, pass, Stairs, wood, gate, cut, Esc:, Fºgº tube, Wall thickness, The both sides, Threaded end, Welding run all, Blind steel flange, Esc:, anchorage, your B. entry, Sluice gate, wood, detail, angle, cleaning, beam, Estr., dump, detail, Isometric gate, treated wood, Esc:, variable, departure, treated wood, gate, detail, wood, Treated, cleaning, Channel, Main channel, Triangular landfill, Prefabricated, Slabs, Esc:, Pvc tube, Of income, dump, cut, Fy steel, Coating slab walls cm., F’c walls, Technical specifications, Beam cm., In the slab, concrete, entry, Water, Input, camera of, Isolate a filter, Gates for, distribution, camera of, relief, Sluice gate, Dump of, cleaning, Esc:, Esc:, plant, Drainage of slow filters, building, Esc:, Gaskets, Esc:, Pvc, above, Optional for, Of water strap, False bottom, Brick, Water stop, Seal with putty, Black joint similar, Tarragon, Esc:, cut, Secondary channel, Use bricks k.k., section, Main channel, secondary, channel, Seated bricks, With concrete, Brick set, With concrete, principal, channel, Esc:, Percolation, Slot, cut, Esc:, Bed of sand, Support layer, sand, Prefabricated, Secondary channel, Slabs, wall, Rough, Minimum control dump, Treated water chamber, drain, dump, camera, control, Treated water outlet, drain, Treated water outlet, cut, sand, Bed of, spillway, N.f., drain, cleaning, Sluice gate, Dump of, Plant structures, Esc:, Water, entry, Slow filter, Esc:, Sluice gates, Treated, wood, detail, gate, treated wood, variable, Isometric gate, detail, Esc:, anchorage, treated wood, Ang., Flange breaks water, Wall thickness, Threaded end, Fºgº tube, Blind steel flange, Welding run all, The both sides, Roof slab, Control dump, distribution, channel of, entry, Dump of, entry, Water, drain, your B. from, Metal, Sanitary cap, camera of, treated water, drain, water level, In landfill, cut, Corner wall, Ikaro brick, water level, Esc:, cleaning, Nipple, Manufactured, Slab, gravel, zone, cut, water level, Esc:, brick, channel, Wall of, gravel, Prefabricated slabs, Channel, gravel, Wall of, brick, Channel, Stairs, Prefabricated slabs, Manufactured, Slab, gravel, zone, Manufactured, Slab, gravel, zone, Provincial municipality of piura, draft:, Improvement of water supply las vegas, Cieneguillo, flat:, Pre filter, Location:, Location: cieneguillo, Dist: piura, Prov: piura, Elab:, Ing. Jesus h. Brunette mantilla, date:, may, Cad:, Julio suarez risk, scale:, Plant details, Provincial municipality of piura, draft:, Improvement of water supply las vegas, Cieneguillo, flat:, Settler, Location:, Location: cieneguillo, Dist: piura, Prov: piura, Elab:, Ing. Jesus h. Brunette mantilla, date:, may, Cad:, Julio suarez risk, scale:, Plant details, Provincial municipality of piura, draft:, Improvement of water supply las vegas, Cieneguillo, flat:, Slow filter, Location:, Location: cieneguillo, Dist: piura, Prov: piura, Elab:, Ing. Jesus h. Brunette mantilla, date:, may, Cad:, Julio suarez risk, scale:, Plant details, Modified, Provincial municipality of piura, draft:, Improvement of water supply las vegas, Cieneguillo, flat:, Slow filter, Location:, Location: cieneguillo

Raw text data extracted from CAD file:

XX XX 3.91 3.90 3.90 3.90 3.90 3.90 \A1;2.9300 .50 .15 .15 .60 .15 1.35 .15 .60 1.57 .15 .30 .85 .83 3.70 .10 .15 .60 .15 .15 1.35 .25 .25 C.U.:2.00 1/8" 1/4" 1/2" 1" .47 1.10 .30 .29 h-0.09 .30 .35 .15 .15 .70 .15 .15 .15 .15 .20 .80 1.20 .15 .20 .10 .30 .60 .15 .15 .15 .20 .15 1/5H 3/5H 1/5H .30 H .20 .10 h-0.10 h+0.25 3.30 h+0.25 .15 3.60 .15 .20 .20 .30 .15 .35 .15 2.80 .15 .10 .35 .15 h+0.1 3.30 3.30 L1=9.60 LT = 10.40 H=.70 H=.70 .20 .30 .20 .80 .20 .98 .32 .15 .20 .20 .10 .30 3.00 .20 3.00 .20 2.03 3.00 2.50 1.00 1.50 1.50 2.32 1.82 2.22 .09 .30 .20 .33 .24 .24 .24 .24 .14 .14 .14 .15 .09 .09 .24 .01 .01 .15 .75 .35 1.00 .60 .15 .75 .15 .75 .25 .10 .15 .25 .25 .25 .50 .70 .25 .10 .10 .25 1.00 .10 .55 .10 .50 1.65 .24 .24 1.20 .09 .25 .15 .25 .10 .10 .05 .15 .05 .40 .25 .12 .08 .05 .05 .09 .14 .40 .15 .25 .02 .40 .02 .25 .09 .15 .09 .15 .09 .15 .48 3.15 1.06 .40 .40 .10 .30 .30 .30 .95 .30 .30 1.65 5.20 3.90 3.90 .47 .90 1.10 .25 .40 .10 .70 .70 3.40 .20 .15 1.65 .25 .30 .05 1" .025 .025 .325 .025 .025 .023 R.001 .30 .15 .10 2.52 .10 .70 .10 .10 .30 .20 .15 .30 .25 .30 5.21 8.10 .05 .15 .40 .15 .20 .20 .20 .95 .20 .10 .60 1.03 .47 .98 .25 .05 .27 .20 .10 .10 .20 .15 .35 .15 .20 .20 .60 .20 .35 .15 .15 .20 .08 .10 .20 .57 .20 .30 .20 .20 .10 .20 .20 .20 .20 2B+2.40 .83 .20 2.60 .15 3.00 3.00 5.20 .15 .60 .15 .15 .15 .15 .60 1.35 2B+1.55 .325 .025 .025 .025 R.001 .023 .025 1" .001 .001 1.65 2.05 0.30 .10 .70 .10 .05 .10 .70 .10 .15 .83 .075 .15 .65 .15 .15 .60 .15 .10 .10 .15 .20 .20 .60 .20 .20 L1 .15 .30 3.00 .50 H-0.22 .87 .20 .20 2+H .80 .15 H-0.22 .90 .20 .15 .60 .83 0.77+H .20 .30 .20 .60 .20 .25 .35 .10 .70 .45 .25 .10 .30 .10 .23 .12 .08 .05 .05 1.20 .10 .50 .10 .25 .30 .25 .10 .10 .55 .10 .25 .10 1.00 .10 .50 .25 .75 .02 .30 .05 .50 .20 .25 .40 .20 .05 .01 .25 .40 .24 .14 1.60 7.20 L1+L2+L3+2.40 .15 .15 .60 .20 2.95 1.20 .20 B 1.35 .15 .001 .001 L2 .20 2.60 .20 .15 .20 .60 .20 L3 MUNICIPALIDAD PROVINCIAL DE PIURA PROYECTO: MEJORAMIENTO DE ABASTECIMIENTO DE AGUA LAS VEGAS CIENEGUILLO PLANO: FILTRO LENTO UBICACION: LUGAR: CIENEGUILLO DIST: PIURA PROV: PIURA ELAB: ING. JESUS H. MORENO MANTILLA FECHA: MAYO 2009 CAD: JULIO G SUAREZ RISCO ESCALA: 1/50 PLANTA CORTES, Y DETALLES FL-1 SEDIMENTADOR EN VIGAS, LOSA CONCRETO : ACERO : fy = 4200 Kg/cm2 RECUBRIMIENTO : Losa y muros = 5 cm. Y MUROS : f'c = 175 Kg/cm2 ESPECIFICACIONES TECNICAS P L A N T A sobre la cresta H2=0.30cm. Altura de agua Z d1/2" @.25 Aliviadero d1/2" @.25 5 5 h-0.09 5 d1/2" @.25 Ingreso agua ESC: 1/50 ESC: 1/50 CORTE X-X 5 Orificios S=10% 5 5 Aliviadero 5 5 5 5 X agua Ingreso 5 Z 5 .80 Pantalla Difusora Válvula bridada de 4" Evacuación de Lodos Y 5 5 Y ESC: 1/50 5 5 5 5 d1/2" @.25 d1/2" @.25 Agua tratada 5 5 5 5 5 X agua Salida d3/8" @.25 d3/8" @.25 1/5H 3/5H 1/5H 5 d3/8" @.25 H S=5% d4" 5 d3/8" @.25 CORTE Y-Y 5 h-0.10 h+0.25 ESC: 1/50 Viga = 3 cm. 5 h+0.25 5 5 CORTE Z-Z 5 .20 5 5 5 5 5 5 5 5 5 5 h+0.1 5 5 5 5 5 5 ESC: 1/50 ESPECIFICACIONES TECNICAS CONCRETO EN VIGAS, LOSA Y MUROS : f'c = 175 Kg/cm2 RECUBRIMIENTO : Losa y muros = 5 cm. ACERO : fy = 4200 Kg/cm2 Viga = 3 cm. 5 ESC: 1/25 LOSA 1 5 VALVULA ESFERICA BRIDADA NIPLE ROSCADO FºGº UN SOLO EXTREMO L=0.35 m CODO DE 90º BRIDA ROMPE AGUA 1 2 3 Nº 4 5 9 9 4" 4" DESCRIPCION CANT. DIAM. 4" 9 9 4" LEYENDA 5 5 d1/4" @.10 5 2 a .10 Rto. a .25 ESTR. d1/4" 1 a .05, ESC: 1/25 VIGA V-A LADRILLO TIPO ICARO 4 d1/2" 5 COLUMNA C 2 d3/8" 5 5 LOSA 2 ESC: 1/25 4 d1/2" 2 a .10 Rto. a .25 ESTR. d1/4" 1 a .05, ESC: 1/25 d1/4" @.10 5 5 5 5 ESC: 1/20 ISOMETRICO 5 5 .09 Entrada 1" b 5 a filtro lento Salida va 5 P L A N T A L1+L2+L3+2.40 CANALETA 2% CANALETA 2% C C LOSAS PRE FABRICADAS ZONA 2 Válvula °d4" c c 5 5 5 5 5 VERTEDERO DE SALIDA ZONA 3 LADRILLO ICARO CANALETA 2% C C b a a 5 MURO DE A 5 B COMPUERTA ZONA 1 5 d3/8" @.20 5 5 5 ESC: 1/2 DETALLE a 2 ANG. 1" x 1" e = 1/4" PRE FILTRO DE GRAVA DETALLE DE BRIDA ROMPE AGUA CORTE a-a L2 C C ZONA 2 5 5 5 5 B 5 5 5 VERTEDERO DE SALIDA L3 ZONA 3 ESC: 1/50 4 1 2 3 VALVULA ESFERICA d 4 " BRIDA ROMPE AGUA SOLDADURA CORRIDA TODO EL CONTORNO CODO FºGº d 4" CANALETA 2% C C ZONA 1 COMPUERTA 5 A 5 5 5 5 LOSAS PRE FABRICADAS MURO DE LADRILLO ICARO L1 B 5 5 d3/8" @.25 5 5 H-0.22 d1" TUB. ENTRADA S CANAL LIMPIEZA PASE d4" ESCALINES MADERA COMPUERTA 5 5 d3/8" @.25 5 CORTE b-b CORTE c-c d 8" x d 4" x e = 1/2" ESC: 1/50 TUBO DE FºGº d 4" ESPESOR DE MURO EL CONTORNO, AMBOS LADOS EXTREMO ROSCADO SOLDADURA CORRIDA TODO BRIDA CIEGA ACERO ESC: 1/50 ANCLAJE 2+H d3/8" @.20 d3/8" @.25 5 d3/8" @.25 TUB. ENTRADA d1" COMPUERTA DE MADERA (Ver Detalle 1) Angulo 1"x1"x1/4" 5 H-0.22 5 5 LIMPIEZA d4" 5 5 VIGA 4 d3/8" 5 0.77+H ESTR. d1/4 @.20 5 VERTEDERO 5 5 5 5 5 V-A DETALLE 1 ISOMETRICO DE COMPUERTA 1" MADERA TRATADA ESC: 1/10 Variable 5 SALIDA d1" d3/8" @.20 MADERA TRATADA COMPUERTA 1" (Ver Detalle a) Madera tratada 5 5 5 5 5 5 5 5 5 d3/8" @.20 Limpieza d4" 5 5 5 5 2B+2.40 5 5 5 5 5 5 CANALETA 2% CANALETA 2% Canal principal Vertedero triangular prefabricadas Losas ESC: 1/50 Tubo PVC d4" de ingreso P L A N T A Vertedero CORTE A-A ACERO : fy = 4200 Kg/cm2 RECUBRIMIENTO : Losa y muros = 5 cm. Y MUROS : f'c = 175 Kg/cm2 ESPECIFICACIONES TECNICAS Viga = 3 cm. EN VIGAS, LOSA CONCRETO : D 5 B 5 Ingreso agua d1" de entrada 5 5 B 5 5 5 CAMARA DE D A 5 5 aislar un filtro Compuertas para DISTRIBUCION 5 5 5 CAMARA DE ALIVIO 5 alivio y compuerta Vertedero de de limpieza 5 5 5 ESC: 1/25 5 5 ESC: 1/25 PLANTA DRENAJE DE FILTROS LENTOS CONSTRUCCION ESC: 1/25 JUNTAS DE ESC: 1/50 5 5 5 5 5 5 5 5 PVC arriba de 2.5 Opcional por de tirante de agua Falso fondo de ladrillo d3/8" @.20 5 5 d1/2" @.15 Water stop 5 5 5 5 5 5 5 d3/8" @.20 5 Sellar con masilla bituminosa-crema junta negra o similar 5 5 5 5 Tarrajeo 5 ESC: 1/50 CORTE B-B 3 3 Canal secundario 5 5 5 5 5 5 5 4 5 5 5 USAR LADRILLOS K.K. ( 0.09 x 0.14 x 0.24) SECCION 3-3 SECCION 4-4 5 Canal principal 5 5 5 4 secundario Canal 5 Ladrillos asentados con concreto 5 5 5 5 5 Ladrillo asentado con concreto principal Canal 5 5 5 ESC: 1/25 percolación Ranura de d3/8" @.25 d3/8" @.25 d1/2" @.25 d1/2" @.20 d1/2" @.20 d1/2" @.20 d1/2" @.20 5 5 5 d3/8" @.20 CORTE D-D 5 ESC: 1/25 LECHO DE ARENA Y CAPA DE SOPORTE ARENA Grava1 Grava2 Grava3 Grava4 5 prefabricadas Canal secundario C 5 5 5 5 5 5 5 5 Losas Pared rugosa d1/2" @.20 d1/2" @.20 C Vertedero de control de nivel minimo Camara agua tratada Camara agua tratada desagüe Vertedero Cámara control A d1/2" @.25 5 5 5 5 5 5 5 Salida agua tratada 1" 5 5 5 5 5 5 Desague 4" Salida agua tratada 1" 3/8" a .25 5 5 5 5 5 5 CORTE C-C 1 / 50 5 5 ARENA LECHO DE d1/2" @.20 d1/2" @.20 C.U.:2.00 1/8" 1/4" 1/2" 1" 5 d1/2" @.20 d1/2" @.20 5 d1/2" @.25 d3/8" @.25 d3/8" @.25 1/2" a .25 3/8" a .25 Aliviadero N.F. 3905.66 d3/8" @.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Desagüe de limpieza alivio y compuerta Vertedero de 5 5 5 PLANTA - ESTRUCTURAS ESC: 1/50 d1/2" @.20 5 5 5 5 5 5 5 5 A agua d1" Ingreso d1/2" @.20 5 5 5 5 d1/2" @.20 d1/2" @.25 d1/2" @.20 d1/2" @.20 d1/2" @.20 5 5 d1/2" @.20 d1/2" @.20 5.20 FILTRO LENTO 5 d3/8" @.25 d1/2" @.25 d3/8" @.20 5 5 5 5 5 5 5 2B+1.55 5 5 5 5 5 5 ESC: 1/20 COMPUERTAS 5 tratada Madera (Ver Detalle a) COMPUERTA 1" MADERA TRATADA 5 Variable ISOMETRICO DE COMPUERTA DETALLE a ESC: 1/40 ANCLAJE 5 5 5 MADERA TRATADA 1" 2 ANG. 1" x 1" e = 1/6" 5 5 BRIDA ROMPE AGUA ESPESOR DE MURO EXTREMO ROSCADO TUBO DE FºGº d 4" BRIDA CIEGA ACERO d 8" x d 4" x e = 1/2" SOLDADURA CORRIDA TODO EL CONTORNO, AMBOS LADOS 5 d3/8" @.25 5 5 LOSA DE TECHO 1 / 50 5 5 5 5 5 5 5 d3/8" @.25 d3/8" @.15 d3/8" @.15 d3/8" @.25 5 5 .075 5 5 5 5 5 5 VERTEDERO DE CONTROL 1 / 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2" @.15 d3/8" @.20 d1/2" @.20 distribución Canal de Ingreso Vertedero de ingreso d1/2" @.20 5 5 agua d1" 5 5 5 DESAGUE 4" 5 5 G R A V A 5 5 TUB. DE metalica Tapa sanitaria d3/8" @.25 Camara de d3/8" @.25 5 5 5 d 1" Agua tratada 5 5 5 5 desagüe Nivel de agua en vertedero 5 5 d3/8" @.20 d3/8" @.20 5 5 5 5 5 5 5 CORTE B-B MURO DE CANTO LADRILLO IKARO d5/8" @.20 d3/8" @.20 Nivel de agua V-A V-A d5/8" @.20 d5/8" @.20 ESC: 1/50 5 5 5 5 5 5 5 d5/8" @.20 5 5 d5/8" @.20 5 5 5 de limpieza Niple F°G°d4" 5 V-A d5/8" @.20 5 5 FABRICADAS 2 LOSA PRE GRAVA 2 a 1cm ZONA 1 5 5 5 5 5 d5/8" @.20 5 5 5 5 5 5 5 d3/8" @.20 d5/8" @.20 5 5 5 V-A d5/8"@.20 5 5 5 5 5 5 5 5 V-A CORTE A-A Nivel de agua 5 5 V-A d5/8" @.20 ESC: 1/50 LADRILLO CANAL MURO DE GRAVA 5 5 5 d3/8" @.20 5 d5/8" @.20 5 5 5 LOSAS PRE FABRICADAS CANALETA S=2% 5 GRAVA MURO DE LADRILLO CANALETA S=2% ESCALINES 3/4" d5/8" @.20 LOSAS PRE FABRICADAS d3/8" @.20 5 5 3.00 5 3.00 5 5 5 5 FABRICADAS 2 LOSA PRE GRAVA 2 a 1cm ZONA 2 FABRICADAS 2 LOSA PRE GRAVA 2 a 1cm ZONA 3 5 5 5 5 5 5 MUNICIPALIDAD PROVINCIAL DE PIURA PROYECTO: MEJORAMIENTO DE ABASTECIMIENTO DE AGUA LAS VEGAS CIENEGUILLO PLANO: PRE FILTRO UBICACION: LUGAR: CIENEGUILLO DIST: PIURA PROV: PIURA ELAB: ING. JESUS H. MORENO MANTILLA FECHA: MAYO 2009 CAD: JULIO G SUAREZ RISCO ESCALA: 1/50 PLANTA CORTES, Y DETALLES MUNICIPALIDAD PROVINCIAL DE PIURA PROYECTO: MEJORAMIENTO DE ABASTECIMIENTO DE AGUA LAS VEGAS CIENEGUILLO PLANO: SEDIMENTADOR UBICACION: LUGAR: CIENEGUILLO DIST: PIURA PROV: PIURA ELAB: ING. JESUS H. MORENO MANTILLA FECHA: MAYO 2009 CAD: JULIO G SUAREZ RISCO ESCALA: 1/50 PLANTA CORTES, Y DETALLES SE-1 PF-1 5 5 3.90 5 5 5 MUNICIPALIDAD PROVINCIAL DE PIURA PROYECTO: MEJORAMIENTO DE ABASTECIMIENTO DE AGUA LAS VEGAS CIENEGUILLO PLANO: FILTRO LENTO UBICACION: LUGAR: CIENEGUILLO DIST: PIURA PROV: PIURA ELAB: ING. JESUS H. MORENO MANTILLA FECHA: MAYO 2009 CAD: JULIO G SUAREZ RISCO ESCALA: 1/50 PLANTA CORTES, Y DETALLES FI-1 5 MODIFICADOS MUNICIPALIDAD PROVINCIAL DE PIURA PROYECTO: MEJORAMIENTO DE ABASTECIMIENTO DE AGUA LAS VEGAS CIENEGUILLO PLANO: FILTRO LENTO UBICACION: LUGAR: CIENEGUILLO DIST: PIURA PROV: PIURA ELAB: ING. JESUS H. MORENO MANTILLA FECHA: MAYO 2009 CAD: JULIO G SUAREZ RISCO ESCALA: 1/50 PLANTA, ESTRUCTURAS FE-1

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, Design, DWG, hydraulic, kläranlage, piura, plant, structural, treatment, treatment plant