Drinking Water Decanter DWG Block for AutoCAD

Drinking Water Decanter DWG Block for AutoCAD

Design a decanter used for sedimentation of particles of water acting as a filter

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

Channel s, Valve type hfd mm gate. For sludge evacuation, Input windows, Pvc pipe mm., Min., griddle, Metal gate detail, scale:, Mm., treated wood, scale, Diffuser screen detail, scale:, Sludge evacuation pipe, detail, Esc, Wall, Esc, Angular, anchorage, Detail of the anchor diffuser screen, Treated wood screen, Detail b: orifices, concrete, All wood must be impregnated with creosote, Special treatment for wood:, Outrigger outlet pipe mm, Wooden diffuser screen treated, Ext. Walls, Gate type valve for evacuation of, Holes, Other construction, Free coatings, Pvc pipe mm. cleaning, Waterproofing, Rectangular channel of income m., C: h, Interior filters, Sludge, The bottom, Shredder, dimensions, Sole, mortar, finish:, steel, Cm., Cm. Min., Technical specifications, Slab wall, structure, Input windows, Metal gates, Horizontal flow decanter plant, scale, dump, N.a.m., dump, Windows of entrance, Collector crest level, Collector bottom level, Stairs, cut, scale, Pvc pipe mm, Water stop pvc, Construction gasket, Use elastomeric sealant, Sole of, Pvc pipe mm., cut, scale, elevation, scale, Plant decanter structures, scale, architecture, Structures, cut, scale, cut, scale, Construction gasket, Use elastomeric sealant, Construction gasket, Use elastomeric sealant, Construction gasket, Use elastomeric sealant, elevation, Sole of, elevation, Sludge collector channel, Foundation wall slabs, Soles, All concrete will be drawn up with a no greater relationship, The steel will be an astm degree, The bearing capacity of blkex terrain, Bottom slab walls in contact with the floor: rest cm., Minimum overlaps of cm., Sole, Concrete with waterproofing, Waterstop pvc gasket with elastomeric

Raw text data extracted from CAD file:

\A1;1.60 \A1;1.50 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;1.50 \A1;0.30 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.29 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.05 \A1;0.10 \A1;0.60 \A1;1" \A1;1" \A1;1" \A1;15° \A1;15° \A1;2" \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;2.65 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;2.65 \A1;.20 \A1;.95 \A1;10.60 \A1;.20 \A1;.40 \A1;.20 \A1;9.60 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;9.00 \A1;.20 \A1;.40 \A1;.20 \A1;1.35 \A1;.80 \A1;.15 \A1;.15 \A1;4.10 \A1;.15 \A1;4.40 \A1;1.10 \A1;.60 \A1;.30 \A1;.45 \A1;.30 \A1;.45 \A1;.30 \A1;.60 \A1;.60 \A1;.30 \A1;.45 \A1;.30 \A1;.45 \A1;.30 \A1;.60 \A1;.40 \A1;.40 \A1;45° \A1;45° \A1;.20 \A1;.40 \A1;.20 \A1;9.00 \A1;.20 \A1;.40 \A1;.20 \A1;.80 \A1;.15 \A1;.15 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.15 \A1;1.75 \A1;.39 \A1;.40 \A1;.35 \A1;2.89 \A1;.40 \A1;1.40 \A1;.15 \A1;.10 \A1;.10 \A1;.30 \A1;4.38 \A1;.19 \A1;4.36 \A1;.30 \A1;.30 \A1;1.05 \A1;.15 \A1;.90 \A1;.90 \A1;\U+2205.20 \A1;.30 \A1;.60 \A1;2.90 \A1;.39 \A1;.40 \A1;45° \A1;.60 \A1;.60 \A1;.20 \A1;3.00 \A1;.20 \A1;3.00 \A1;.20 \A1;.10 \A1;.35 \A1;3.05 \A1;1.30 \A1;.40 \A1;1.30 \A1;45° \A1;45° \A1;.20 \A1;1.10 \A1;.80 \A1;1.10 \A1;.20 \A1;1.10 \A1;.80 \A1;1.10 \A1;.20 \A1;.40 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;1.30 \A1;.40 \A1;1.30 \A1;.35 \A1;3.05 \A1;.30 \A1;45° \A1;45° \A1;4.50 \A1;.40 \A1;.13 \A1;.80 \A1;0.30 (Típico) \A1;L/3 \A1;L/3 \A1;L/3 \A1;L \A1;1.00 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;L/3 \A1;L \A1;L/3 \A1;L/3 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.80 \A1;.15 \A1;.15 \A1;4.10 \A1;1.10 \A1;2.65 \A1;.20 \A1;.95 \A1;.20 \A1;.40 \A1;.20 \A1;9.60 \A1;4.40 \A1;.20 \A1;2.65 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;10.60 \A1;.70 \A1;.15 \A1;1.75 \A1;.39 \A1;.40 \A1;.35 \A1;1.40 \A1;.15 \A1;.10 \A1;.90 \A1;.40 \A1;.20 \A1;.80 \A1;.15 \A1;.15 \A1;.60 \A1;.10 \A1;2.89 \A1;.10 \A1;.30 \A1;4.38 \A1;.19 \A1;4.36 \A1;.30 \A1;.30 \A1;1.05 \A1;.15 \A1;.90 \A1;.30 \A1;.60 \A1;2.90 \A1;.39 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;9.00 \A1;.20 \A1;4.50 \A1;.70 \A1;.15 \A1;1.75 \A1;.39 \A1;.40 \A1;.35 \A1;1.40 \A1;.15 \A1;.10 \A1;.90 \A1;.40 \A1;.20 \A1;.80 \A1;.15 \A1;.15 \A1;.60 \A1;.10 \A1;2.89 \A1;.40 \A1;.10 \A1;.30 \A1;4.38 \A1;.19 \A1;4.36 \A1;.30 \A1;.30 \A1;1.05 \A1;.15 \A1;.90 \A1;.30 \A1;.60 \A1;2.90 \A1;.39 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;9.00 \A1;.20 \A1;4.50 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;1.10 \A1;.80 \A1;1.10 \A1;.20 \A1;1.10 \A1;.80 \A1;1.10 \A1;.20 \A1;.40 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;1.30 \A1;.40 \A1;1.30 \A1;.35 \A1;3.05 \A1;.60 \A1;.20 \A1;3.00 \A1;.20 \A1;3.00 \A1;.20 \A1;.10 \A1;3.05 \A1;1.30 \A1;.40 \A1;1.30 \A1;.30 \A1;22.5° \A1;22.5° \A1;.15 \A1;.20 \A1;.15 \A1;22.5° \A1;22.5° \A1;4.50 \A1;3.24 \A1;.91 CANAL DE SALIDA DESARENADOR S= 1% FONDO DE CANAL VALVULA TIPO COMPUERTA DE HFD d 160 mm. PARA EVACUACION DE LODOS VENTANAS DE ENTRADA S=10% TUBO PVC d 160 mm. S=2% min. 5 5 5 5 5 5 5 PLANCHA f° 1/8" DETALLE DE COMPUERTA METALICA 5 5 ESCALA: 1/20 Ø 160 mm. 5 Madera Tratada e = 1" 5 5 5 5 ESCALA 1 / 20 DETALLE PANTALLA DIFUSORA 5 3/8" @ 0.25 ESCALA: 1/20 3/8" @ 0.25 TUBERIA DE EVACUACION DE LODOS DETALLE A 5 5 5 ESC 1:4 MURO MURO 1" 1" 1" 5 5 2" ESC 1:4 2 ANGULARES 1" X 1" e=1/16" ANCLAJE 1/4" DETALLE DEL ANCLAJE PANTALLA DIFUSORA PANTALLA DE MADERA TRATADA DETALLE B: ORIFICIOS ABOCINADOS f´c = 175 Kg/cm² CONCRETO TODA LA MADERA DEBERÁ IMPREGNARSE CON CREOSOTA TRATAMIENTO ESPECIAL PARA LA MADERA: t TUBERIA DE SALIDA DEL DESARENADOR d = 160 mm PANTALLA DIFUSORA DE MADERA TRATADA CARA EXT. MUROS VALVULA DE F°F° TIPO COMPUERTA PARA EVACUACION DE N° ORIFICIOS = 8 Ø ORIFICIOS= 2" DEMAS CONSTRUCCION RECUBRIMIENTOS LIBRES TUBO PVC S-25 d 160 mm. DE LIMPIEZA 1:4 + IMPERMEABILIZANTE fy = 4200 Kg/cm² CANAL RECTANGULAR DE INGRESO 0.25 X 0.40 m. 1:12 C:H INTERIOR CANALES, DESARENADOR, FILTROS LODOS. LOSA FONDO DESARENADOR DIMENSIONES SOLADO MORTERO ACABADO: ACERO = 2.5 Kg/cm² R = 3.5 cm. R = 5 cm. R = 5 cm. mín. ESPECIFICACIONES TECNICAS MURO Y LOSA: ESTRUCTURA : VENTANAS DE ENTRADA S=10% S=30% S=30% S=10% S=10% A COMPUERTAS METALICAS PLANTA : DECANTADOR DE FLUJO HORIZONTAL ESCALA 1 / 25 5 5 5 5 5 5 5 5 5 5 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VERTEDERO 5 S=30% S=30% 5 S= 1% N.A.M. VERTEDERO VENTANAS DE INGRESO 0.10 X 0.30m. NIVEL DE CRESTA DEL COLECTOR NIVEL DE FONDO DEL COLECTOR B 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 escalines @ 0.30 m CORTE B - B ESCALA 1 / 25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=30% S=30% S=30% S=30% S=30% S=10% S=10% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8" @ 0.20 0.20 m. Tubería de PVC d 160 mm 5 5 5 WATER STOP 6" PVC WATER STOP 6" PVC WATER STOP 6" PVC WATER STOP 6" PVC WATER STOP 6" PVC 5 5 5 5 JUNTA DE CONSTRUCCIÓN DE 1/2" UTILIZAR SELLADOR ELASTOMÉRICO SOLADO DE f'c=100 Kg/cm2 TUBO PVC d 160 mm. Ø 3/8" @ 0.25 Ø 3/8" @ 0.20 0.30 (Típico) B B L/3 L/3 L/3 L Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 5 CORTE A-A ESCALA 1 / 25 ELEVACIÓN A ESCALA 1 / 25 PLANTA : ESTRUCTURAS DECANTADOR ESCALA 1 / 25 ARQUITECTURA ESTRUCTURAS CORTE B - B ESCALA 1 / 25 CORTE A - A ESCALA 1 / 25 A A Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 JUNTA DE CONSTRUCCIÓN DE 1/2" UTILIZAR SELLADOR ELASTOMÉRICO JUNTA DE CONSTRUCCIÓN DE 1/2" UTILIZAR SELLADOR ELASTOMÉRICO JUNTA DE CONSTRUCCIÓN DE 1/2" UTILIZAR SELLADOR ELASTOMÉRICO 5 5 5 5 5 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 (Ver Elevación A) Ø 3/8" @ 0.20 (Ver Elevación A) 5 6 Ø 3/8" 6 Ø 3/8" 6 Ø 3/8" Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 SOLADO DE f'c=100 Kg/cm2 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 L/3 L/3 L/3 L Ø 3/8" @ 0.20 (Ver Elevación A) Ø 3/8" @ 0.20 (Ver Elevación A) Ø 3/8" @ 0.20 (Ver Elevación A) 5 5 5 5 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B 5 CANAL COLECTOR DE LODOS 5 B B \LESPECIFICACIONES TÉCNICAS\Ftxt.shx|c0;\C2; \LCONCRETO - Losas de piso, paredes y cimientos f'c= 210 kg/cm2 - Solados f'c= 100 kg/cm2 - Todo concreto se elaborará con una relación a/c no mayor a 0.45 \LACERO - El acero será un ASTM G15 Grado 60 fy=4200 kg/cm2 - La capacidad portante del terreno \fArial|b0|i0|c161|p32;\U+03C3\fArial|b0|i0|c0|p32;\H0.6x;t\fSwis721 BlkEx BT|b0|i0|c0|p34;\H1.667x; = 3.25 Kg/cm2 \L\c0;RECUBRIMIENTO \c0;- Losa de Fondo y Muros en contacto con el suelo: 5 cm, resto 3 cm. \L\c0;SUELOS - Traslapes mínimos de varillas= 30 cm. B B 459.098 459.698 458.998 459.098 458.785 5 SOLADO f'c=100 kg/cm2 SOLADO f'c=100 kg/cm2 - concreto con impermeabilizante Waterstop PVC 6" junta con elastomerico

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, block, decanter, Design, drinking, DWG, filter, kläranlage, treatment plant, water