Lift Station Wastewater DWG Detail for AutoCAD

Lift Station Wastewater DWG Detail for AutoCAD

GENERAL ARRANGEMENT FOR lift station WASTEWATER; CONTAINING YOUR EQUIPMENT; MECHANICAL FUNCTIONALITY AND STRUCTURAL FLOOR WITH DETAILS

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

access, Cm inflow pipe, Sewage tank, Grills type see detail, plant, Projection of mt., Maneuvering platform, hole, Marine, stairs, bomb, Line pressure, Glass fiber lids detail, Cm inflow pipe, Sewage tank, Maneuvering platform, Hollow outboard box, Structural plant, Vertical horizontal rods of cm. Double grill, Vertical rods of cm. Double grill, Rods of cm. both senses, Projection of holes in upper slab of mt., Upright angle of upright, Grills type, cut, Tray of thickness gauge mm thick, Perforations of mm of diameter in grid of cm, Reinforced slab supports, detail, Soldering rod welding rods, rack, Grille grip handle, Area where the strainer will be installed, detail, Grid dimensions, Sole of, Clear of separation of cloth mm cloth, see detail, Soleplate handle, detail, Colloaction of the sieve, Pipe diameter in diameter, Grills type see detail, Sewage tank, Natural land, Functional cut to ‘, Pipe shaft, Maximum water level cap. pumping, Natural land, Shredder, Upper slab of carcamo, Guide cable, detail, Installation of guide wire anchor for installation of pumps, N. Carcamo slab, steel pipe, Discharge column clamp, steel pipe, Smooth diameter mm with mm length, concrete wall, detail, Of steel, Var. On each face, No steel plate anchors., side view, Reinforcement detail in walls for passage of pipes, Anchor steel, Each face diameter cm., front view, Marine staircase, Of rod, See reinforcement detail, check valve, Multiple pipe, Of circular section, Tubular rail, Sewage flushing tank, surface, Ground of, Reinforcement in corners continuous horizontal rods of cm. Double grill

Raw text data extracted from CAD file:

ACCESO 3.00 0.25 1.00 1.30 .50 3.00 0.25 2.00 2.50 2.75 TUBERIA DE LLEGADA DE 25\fArial|b0|i0|c238|p34; cm de d CARCAMO DE AGUAS NEGRAS REJILLAS TIPO VER DETALLE -01 PLANTA FUNCIONAL\H1.6x; PROYECCION DE ORIFICIOS DE LLEGADA DE 0.90 X 0.50 MT. PLATAFORMA DE MANIOBRAS A' A HUECO P/REJILLAS 0.25 0.25 0.25 0.25 0.25 0.25 3.50 3.00 3.00 N= 95.40 MARINA ESCALERA BOMBA 1 BOMBA 2 BOMBA 3 94.30 LINEA A PRESION 95.40 N= 95.90 TAPAS DE FIBRA DE VIDRIO DE 2.10 X 1.00 (ver detalle de intalaci\U+00F3n) 0.25 1.00 1.30 .50 3.00 0.25 2.00 2.50 2.75 TUBERIA DE LLEGADA DE 38 cm de d CARCAMO DE AGUAS NEGRAS PLATAFORMA DE MANIOBRAS A' A CAJA DESARENADORA HUECO P/REJILLAS 1.00 0.25 0.25 0.25 0.25 0.25 0.25 3.50 3.00 2.00 14.30 17.23 PLANTA ESTRUCTURAL VARILLAS HORIZONTALES Y VERTICALES DE 1/2" @ 20 CM. DOBLE PARRILLA 0.25 0.25 3.00 3.50 3.50 3.00 6.50 VARILLAS VERTICALES DE 1/2" @ 20 CM. DOBLE PARRILLA VARILLAS DE 3/8" @ 15 CM. ambos sentidos PROYECCION DE ORIFICIOS EN LOSA SUPERIOR DE 2 .10 X 1.00 MT. 0.90 0.90 0.20 ANGULO DE 1"\fArial|b0|i0|c238|p34; SOLERA DE 1 X 1/4" @ 1/2" en sentido vertical REJILLAS TIPO -01 CORTE E - E 0.12 0.05 0.07 0.07 0.05 0.05 0.10 Charola de làmina calibre 19 de 1.06 mm de espesor y 8.5 kg/m2 Perforaciones de 20 mm de diàmetro en cuadricula de 5 x 5 cm ARMADO DE LOSA Y APOYOS PARA REJILLA DETALLE 2 0.10 Solera de 1" x 1/4" soldada a las varillas de refuerzo Rejilla Asa para sujeciòn de rejilla zona donde se instalara el colador 0.05 0.10 0.05 0.30 0.05 DETALLE 1 DIMENSIONES DE REJILLA solera de 1" x 1/4 " Claros de separaciòn de 25 mm de paño a paño de solera 0.03 0.65 VER DETALLE 4 0.40 Asa de solera de 1" x 1/4 " DETALLE 4 COLOACACION DEL COLADOR TUBERIA DE LLEGADA DE 15" DE DIAMETRO 1.10 3.73 REJILLAS TIPO VER DETALLE -01 CARCAMO DE AGUAS NEGRAS Terrreno natural CORTE FUNCIONAL A - A' eje de tuberìa 0.30 2.75 0.25 0.25 0.25 3.00 0.50 1.00 0.7485 0.50 Nivel de Aguas Maximas cap. de bombeo 73.50 M Terrreno natural 1.70 0.90 N= 91.70 Desarenador 0.50 0.30 0.20 Losa superior de carcamo 0.05 0.10 0.06 Cable guía DETALLE 1 COLOCACION DE ANCLA DE CABLE GUIA PARA INSTALACION DE BOMBAS N. losa de carcamo = 17.73 Tubo de acero \A1;0.1500 0.20 0.0850 SUJECION DE COLUMNA DE DESCARGA Tuberìa de acero 0.38 \A1;Varilla lisa de 15.87 mm (\S5/8;\H1.429x;") de diametro (agarre de 40 mm) con 400 mm de longitud Muro de concreto DETALLE 2 \A1;PLACA DE ACERO DE \S1#4; " 4 VAR. # 3 EN CADA CARA ANCLAS DE LA PLACA DE ACERO DEL No. 3 VISTA LATERAL DETALLE DE REFUERZO EN MUROS PARA PASO DE TUBERIAS \A1;Placa de acero de \S1#4; " para anclaje cada cara L= DIAMETRO + 5 cm. VISTA FRONTAL 0.45 0.45 ESCALERA MARINA DE VARILLA DE 1/2" d 0.38 ver detalle de refuerzo R-1 R-1 VALVULA CHECK TUBERIA AL MULTIPLE DE SECCION CIRCULAR BARANDAL DE TUBULAR CARCAMO DE REBOMBEO DE AGUAS RESIDUALES 15.00 SUPERFICIE = 150.00 m2 TERRENO DEL \fArial|b0|i0|c0|p34;CARCAMO N= 95.90 N= 94.748 N= 92.80 N= 95.90 N= 95.40 N= 94.30 10.00 2.00 3.10 REFUERZO EN ESQUINAS VARILLAS CONTINUAS HORIZONTALES DE 1/2" @ 20 CM. DOBLE PARRILLA N= 91.70

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

access, Cm inflow pipe, Sewage tank, Grills type see detail, plant, Projection of mt., Maneuvering platform, hole, Marine, stairs, bomb, Line pressure, Detail fiberglass lids from, Cm inflow pipe, Sewage tank, Maneuvering platform, Hollow outboard box, Structural plant, Vertical horizontal rods of cm. Double grill, Vertical rods of cm. Double grill, Rods of cm. both senses, Projection of holes in upper slab of mt., Upright angle of upright, Grills type, cut, Tray of thickness gauge mm thick, Perforations of diameter mm in grid of cm, Reinforced slab supports, detail, Soldering rod welding rods, rack, Grille holding handle, Area where the strainer will be installed, detail, Grid dimensions, Sole of, Clear of separation of cloth mm cloth, see detail, Soleplate handle, detail, Colloaction of the sieve, Inlet pipe of diameter, Grills type see detail, Sewage tank, Natural land, Functional cut to ‘, Pipe shaft, Maximum water level cap. pumping, Natural land, Shredder, Upper slab of carcamo, Guide cable, detail, Installation of guide wire anchor for installation of pumps, N. Carcamo slab, steel pipe, Discharge column clamp, steel pipe, Smooth mm diameter with mm length, concrete wall, detail, Of steel, Var. On each face, No steel plate anchors., side view, Detail of reinforcement in walls for passage of pipes, Anchor steel, Each face diameter cm., front view, Marine staircase, Of rod of, See reinforcement detail, check valve, Multiple pipe, Of circular section, Tubular rail, Sewage flushing tank, surface, Ground of, Reinforcement in corners continuous horizontal rods of cm. Double grill

Raw text data extracted from CAD file:

ACCESO 3.00 0.25 1.00 1.30 .50 3.00 0.25 2.00 2.50 2.75 TUBERIA DE LLEGADA DE 25\fArial|b0|i0|c238|p34; cm de d CARCAMO DE AGUAS NEGRAS REJILLAS TIPO VER DETALLE -01 PLANTA FUNCIONAL\H1.6x; PROYECCION DE ORIFICIOS DE LLEGADA DE 0.90 X 0.50 MT. PLATAFORMA DE MANIOBRAS A' A HUECO P/REJILLAS 0.25 0.25 0.25 0.25 0.25 0.25 3.50 3.00 3.00 N= 95.40 MARINA ESCALERA BOMBA 1 BOMBA 2 BOMBA 3 94.30 LINEA A PRESION 95.40 N= 95.90 TAPAS DE FIBRA DE VIDRIO DE 2.10 X 1.00 (ver detalle de intalaci\U+00F3n) 0.25 1.00 1.30 .50 3.00 0.25 2.00 2.50 2.75 TUBERIA DE LLEGADA DE 38 cm de d CARCAMO DE AGUAS NEGRAS PLATAFORMA DE MANIOBRAS A' A CAJA DESARENADORA HUECO P/REJILLAS 1.00 0.25 0.25 0.25 0.25 0.25 0.25 3.50 3.00 2.00 14.30 17.23 PLANTA ESTRUCTURAL VARILLAS HORIZONTALES Y VERTICALES DE 1/2" @ 20 CM. DOBLE PARRILLA 0.25 0.25 3.00 3.50 3.50 3.00 6.50 VARILLAS VERTICALES DE 1/2" @ 20 CM. DOBLE PARRILLA VARILLAS DE 3/8" @ 15 CM. ambos sentidos PROYECCION DE ORIFICIOS EN LOSA SUPERIOR DE 2 .10 X 1.00 MT. 0.90 0.90 0.20 ANGULO DE 1"\fArial|b0|i0|c238|p34; SOLERA DE 1 X 1/4" @ 1/2" en sentido vertical REJILLAS TIPO -01 CORTE E - E 0.12 0.05 0.07 0.07 0.05 0.05 0.10 Charola de làmina calibre 19 de 1.06 mm de espesor y 8.5 kg/m2 Perforaciones de 20 mm de diàmetro en cuadricula de 5 x 5 cm ARMADO DE LOSA Y APOYOS PARA REJILLA DETALLE 2 0.10 Solera de 1" x 1/4" soldada a las varillas de refuerzo Rejilla Asa para sujeciòn de rejilla zona donde se instalara el colador 0.05 0.10 0.05 0.30 0.05 DETALLE 1 DIMENSIONES DE REJILLA solera de 1" x 1/4 " Claros de separaciòn de 25 mm de paño a paño de solera 0.03 0.65 VER DETALLE 4 0.40 Asa de solera de 1" x 1/4 " DETALLE 4 COLOACACION DEL COLADOR TUBERIA DE LLEGADA DE 15" DE DIAMETRO 1.10 3.73 REJILLAS TIPO VER DETALLE -01 CARCAMO DE AGUAS NEGRAS Terrreno natural CORTE FUNCIONAL A - A' eje de tuberìa 0.30 2.75 0.25 0.25 0.25 3.00 0.50 1.00 0.7485 0.50 Nivel de Aguas Maximas cap. de bombeo 73.50 M Terrreno natural 1.70 0.90 N= 91.70 Desarenador 0.50 0.30 0.20 Losa superior de carcamo 0.05 0.10 0.06 Cable guía DETALLE 1 COLOCACION DE ANCLA DE CABLE GUIA PARA INSTALACION DE BOMBAS N. losa de carcamo = 17.73 Tubo de acero \A1;0.1500 0.20 0.0850 SUJECION DE COLUMNA DE DESCARGA Tuberìa de acero 0.38 \A1;Varilla lisa de 15.87 mm (\S5/8;\H1.429x;") de diametro (agarre de 40 mm) con 400 mm de longitud Muro de concreto DETALLE 2 \A1;PLACA DE ACERO DE \S1#4; " 4 VAR. # 3 EN CADA CARA ANCLAS DE LA PLACA DE ACERO DEL No. 3 VISTA LATERAL DETALLE DE REFUERZO EN MUROS PARA PASO DE TUBERIAS \A1;Placa de acero de \S1#4; " para anclaje cada cara L= DIAMETRO + 5 cm. VISTA FRONTAL 0.45 0.45 ESCALERA MARINA DE VARILLA DE 1/2" d 0.38 ver detalle de refuerzo R-1 R-1 VALVULA CHECK TUBERIA AL MULTIPLE DE SECCION CIRCULAR BARANDAL DE TUBULAR CARCAMO DE REBOMBEO DE AGUAS RESIDUALES 15.00 SUPERFICIE = 150.00 m2 TERRENO DEL \fArial|b0|i0|c0|p34;CARCAMO N= 95.90 N= 94.748 N= 92.80 N= 95.90 N= 95.40 N= 94.30 10.00 2.00 3.10 REFUERZO EN ESQUINAS VARILLAS CONTINUAS HORIZONTALES DE 1/2" @ 20 CM. DOBLE PARRILLA N= 91.70

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	arrangement, autocad, DETAIL, DWG, equipment, floor, general, kläranlage, lift, mechanical, pumphouse, pumping station, Station, structural, treatment plant, wastewater