Court Wastewater Treatment Plant Wwtp DWG Section for AutoCAD

Court Wastewater Treatment Plant Wwtp DWG Section for AutoCAD

This plane contains the sectional design of a plant for wastewater treatment; design adjusted ras2000 (Colombia) standard.

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

Contractor consultants, S.a. Of c.v., business group, variable, Water inlet, Water entrance plant, Between the, Chlorinator clarifier, Pvc pipes, Wall, Ntn., Pipe steps between the reactor, Passage of pipes between walls, Pumping frame, Anaerobic clarifier, Overflow, Of the chlorinator, Wall, Sanitary, Pvc pipes, Welded steel, rack, Tubes of, Pvc rd, Pvc rd, Tubes of, Of chlorine seen from outside the plant, Electrical connection pipes, Packaged anaerobic reactor, Wall, Wall, Clarifier, Chlorine injection, Pvc tube, Chlorinator, Wall, steel mesh, Stainless steel, Counter frame, lime., Wall, Pvc pipes, see detail, Concrete slab, Wall, detail, Pvc pipes, detail, Detail b ”, framework, Fat separator, sidewalk, Sandblasting channel, pumping, Carcamo, Packaged anaerobic reactor, Longitudinal cut, detail, detail, Biodeck packaging, Packing setldeck, Grids, tank, Chlorinator, Secondary clarifier, Grids, Architectural plan, Sewage treatment plant, Machine room cuts, facade, Machine shed, date, scale, draft, drawing, ventilation grill, flat, Location:, Acot, Approved, Meters, revised, key, Discharge suction, Of siemens brand, The pump is a pump motor pump, rack, Machines, Shed, It’s bronze for lbs, The valve in the discharge of the pump of hp, Of the corresponding topographic plane, The level corresponds to the level, Packing setldeck ft, Biodeck packing, Separating grids for solids, From solera de, With separation of, Grease separating screens, Of galvanized sheet not removable from, Cms cms respectively, If the total depth exceeds cms, Put intermediate chain, Cover with two removable slide covers, Galvanized non-frame handles, Floor of cms armed with mesh, Welded steel arsa, The maximum height of the landfill must be cms, Below the level of the inlet tube, Specifications, Electrical, rush, Notes, Topped with finished mortar, Fine flattened concrete with four castles, Water tank made with, Red cement wall annealed thick cms, Of cms armed with rods of no., No cm stirrups, The machine room must have a window, ventilation, See plan, Irrigation in green areas, The service pump feeds the system, Bottom slab, Bottom slab, sidewalk, N.a., Ptr, detail, sidewalk, Wall, Pvc tube, Pvc tube, Wall

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.20 \A1;0.10 \A1;0.35 \A1;0.25 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.60 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.92 \A1;0.80 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.15 \A1;1.80 CONSULTORES Y CONTRATISTAS S.A. DE C.V. GRUPO EMPRESARIAL \A1;0.40 \A1;0.57 \A1;0.10 \A1;0.10 \A1;0.70 \A1;variable \A1;1.40 \A1;1.95 \A1;1.80 \A1;12.80 \A1;1.25 \A1;1.40 \A1;0.15 \A1;1.80 \A1;1.95 \A1;1.00 \A1;1.15 \A1;0.60 \A1;0.75 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.00 \A1;2.15 \A1;0.15 \A1;0.15 \A1;0.75 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;1.35 \A1;1.35 \A1;1.35 \A1;0.20 \A1;0.15 \A1;1.55 \A1;0.15 \A1;2.70 \A1;2.20 \A1;0.10 \A1;2.00 \A1;0.70 \A1;0.70 \A1;0.85 \A1;2.00 \A1;0.85 \A1;1.40 \A1;2.00 \A1;2.00 \A1;0.20 \A1;2.15 \A1;2.00 \A1;0.10 \A1;1.05 \A1;1.85 \A1;2.00 \A1;0.15 \A1;1.35 \A1;2.90 \A1;0.20 \A1;2.20 \A1;0.75 \A1;0.375 \A1;0.375 \A1;0.700 \A1;1.95 \A1;1.80 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.20 -15.97520448702515 variable 3100 5 -14.82311413737134 ENTRADA DE AGUA -16.36462913673812 5 ENTRADA DE AGUA A LA PLANTA 5 5 PASO DE AGUAS ENTRE EL 5 CLARIFICADOR Y EL CLORADOR 5 TUBOS DE PVC 2.5" RD=13.5 MURO 1 1 N. 98.000 NTN. 99.666 PASOS DE TUBERIA ENTRE EL REACTOR -18.07356288863928 -1.708933751901164 -17.87738298178262 PASO DE TUBERIAS ENTRE MUROS CARCAMO DE BOMBEO ANAEROBIO Y EL CLARIFICADOR SALIDA DE DEMASIAS DEL CLORADOR 5 MURO -16.36462913673812 -16.36462913673812 -16.36462913673812 -16.36462913673812 SANITARIO DE 4" TUBOS DE PVC 4 C 1 -16.36462913673812 -16.36462913673812 ELECTROSOLDADA REJILLA 4 D 2 TUBOS DE PVC 1" RD 26 E PVC 1" RD 26 2 TUBOS DE DE CLORO VISTA DEL EXTERIOR DE LA PLANTA TUBERIAS DE CONEXION ELECTRICA Y REACTOR ANAEROBIO EMPACADO A MURO MURO 1 B MURO 3 CLARIFICADOR INYECCION DE CLORO 1" RD 26 TUBO DE PVC C CLORADOR MURO 6 -17.87738298178262 MALLA DE ACERO INOXIDABLE 304 No 10 CONTRAMARCO CAL. 23 -15.19120448702514 -15.19120448702514 -16.36462913673812 5 5 MURO 5 -16.36462913673812 4" RD=13.5 TUBOS DE PVC VER DETALLE 1 -16.36462913673812 -16.36462913673812 -16.36462913673812 -16.36462913673812 LOSA DE CONCRETO -15.19120448702514 A MURO 4 -15.19120448702514 1 DETALLE B -15.19120448702514 -15.19120448702514 -15.19120448702514 -16.36462913673812 -16.36462913673812 TUBOS DE PVC 1.5" RD=26 -16.36462913673812 -16.36462913673812 -16.36462913673812 DETALLE 1 DETALLE B'' B 4 MARCO MG 2 RS 1 -15.19120448702514 -15.19120448702514 RS 2 Y SEPARADOR DE GRASAS BANQUETA CANAL DESARENADOR MG 1 DE BOMBEO CARCAMO REACTOR ANAEROBIO EMPACADO MP-1 CORTE LONGITUDINAL -1.708933751901164 -1.708933751901164 -18.07356288863928 -18.07356288863928 E DETALLE E -18.07356288863928 DETALLE F -18.07356288863928 F MP-2 -15.87520448702515 \A1; EMPAQUE BIODECK 120-60 E A EMPAQUE SETLDECK -15.97520448702515 -15.97520448702515 REJILLAS TANQUE CLORADOR CLARIFICADOR SECUNDARIO B REJILLAS MP-3 C D 5 5 2.943983897074247 2.943983897074247 PLANO ARQUITECTONICO PLANTA DE TRATAMIENTO DE AGUAS NEGRAS CORTES Y CUARTO DE MAQUINAS FACHADA CASETA DE MAQUINAS FECHA : ESCALA : 1:25 PROYECTO : DIBUJO : REJILLA DE VENTILACION REJILLA DE VENTILACION 2.943983897074247 PLANO : UBICACION: ACOT : APROBO METROS REVISO : AR-02 CLAVE : HORIZONTAL,TRIFASICA, SUCCION DE 2" Y DESCARGA DE 3" MARCA SIEMENS LA BOMBA DE 5 HP (SERVICIO) ES UNA MOTOBOMBA 3.143983897074246 3.143983897074246 -12.83122058995091 3.143983897074246 REJILLA 1 -12.83122058995091 4 MAQUINAS CASETA DE 5 (SERVICIO) ES DE BRONCE DE 3" PARA 125 LBS LA VALVULA EN LA DESCARGA DE LA BOMBA DE 5 HP DEL PLANO TOPOGRAFICO CORRESPONDIENTE EL NIVEL ± 0.00 CORRESPONDE AL NIVEL + 5.53 EMPAQUE SETLDECK 3100 40 FT EMPAQUE BIODECK 120 -60 125 FT RS1 Y RS2: REJILLAS SEPARADORAS DE SOLIDOS DE 60 x 120 CMS, CON SOLERA DE 3/4"x1/8" CON SEPARACION DE 3/4",DESMONTABLES MG1,MG2 Y MG3: MAMPARAS SEPARADORAS DE GRASA DE LAMINA GALVANIZADA No 20 DESMONTABLES DE 60x80 CM,60x30 CMS Y 60x90 CMS RESPECTIVAMENTE SI LA PROFUNDIDAD TOTAL EXCEDE DE 120 CMS COLOCAR CADENA INTERMEDIA CUBRIR CON DOS TAPAS DESMONTABLESDE LAMINA GALVANIZADA No 20 CON BASTIDOR Y MANIJAS LOSA PISO DE 10 CMS ARMADA CON MALLA ELECTROSOLDADA 6x6-2/2 (MARCA ARSA O SIMILAR) LA ALTURA MAXIMA DEL VERTEDERO DEBE QUEDAR 30 CMS DEBAJO DEL NIVEL DEL TUBO DE ENTRADA ESPECIFICACIONES CANAL DESARENADOR -14.82520448702512 0.1500000000000004 -14.82520448702512 ELECTRICA -14.82520448702512 -14.82520448702512 ACOMETIDA NOTAS : 3 3 JUNTEADO CON MORTERO CEM-ARE 1:5, ACABADO APLANADO FINO DE CEMENTO CON CUATRO CASTILLOS CISTERNA DE AGUA TRATADA HECHO CON MUROS DE TABIQUE ROJO RECOCIDO DE 15 CMS DE ESPESOR DE 15x15 CMS ARMADA CON 4 VARILLAS DEL No. 3 Y ESTRIBOS DEL No 2 @ 15 CM EL CUARTO DE MAQUINAS DEBE DE TENER VENTANA DE VENTILACION -15.97520448702515 5 0.2339999999999982 -15.94120448702515 -15.94120448702515 \A1;DETALLE A-1 VER PLANO ES-01 RIEGO EN AREAS VERDES LA BOMBA DE SERVICIO ALIMENTA AL SISTEMA DE LOSA DE FONDO DE 0.10m. DE 0.15m. LOSA DE FONDO 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 B C 5 D 5 5 5 E 5 5 5 5 F G H 5 5 I J 5 5 5 5 BANQUETA N.A. 98.900 PTR 2 1/2"x1/8" 0.033999999999998 5 -1.699999999999981 DETALLE E -1.708933751901164 -1.956355316570662 0.0 BANQUETA 1.701930447050167 1.217956314607292 E MURO 2 3 -0.5028286700115672 -0.5028286700115672 TUBO DE PVC 4"d G H -8.288476066097246 -8.288476066097246 -8.288476066097246 -8.288476066097246 TUBO DE PVC 4"d -0.2000818152765689 -0.2000818152765689 F MURO

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

Consulting contractors, S.a. Of c.v., business group, variable, Water inlet, Water entrance plant, Waterway between the, Chlorinator clarifier, Pvc pipes, Wall, Ntn., Pipe runs between the reactor, Passage of pipes between walls, Pumping frame, Anaerobic clarifier, Overflow, Of the chlorinator, Wall, Sanitary, Pvc pipes, Welded steel, rack, Tubes of, Pvc rd, Pvc rd, Tubes of, Of chlorine seen from outside the plant, Electrical connection pipes, Packaged anaerobic reactor, Wall, Wall, Clarifier, Chlorine injection, Pvc tube, Chlorinator, Wall, steel mesh, Stainless steel, Counter frame, lime., Wall, Pvc pipes, see detail, Concrete slab, Wall, detail, Pvc pipes, detail, Detail b ”, framework, Fat separator, sidewalk, Sandblasting channel, pumping, Carcamo, Packaged anaerobic reactor, Longitudinal cut, detail, detail, Biodeck packaging, Packing setldeck, Grids, tank, Chlorinator, Secondary clarifier, Grids, Architectural plan, Sewage treatment plant, Machine room cuts, facade, Machine shed, date, scale, draft, drawing, ventilation grill, flat, Location:, Acot, Approved, Meters, revised, key, Discharge suction, Of siemens brand, The pump is a pump motor pump, rack, Machines, Shed, Is bronze for lbs, The valve in the discharge of the pump of hp, Of the corresponding topographic plane, The level corresponds to the level, Packing setldeck ft, Biodeck packing, Separating grids for solids, From solera de, With separation of, Grease separating screens, Of galvanized sheet not removable from, Cms cms respectively, If the total depth exceeds cms, Put intermediate chain, Cover with two removable slide covers, Galvanized non-frame handles, Floor of cms armed with mesh, Welded steel arsa, The maximum height of the landfill must be cms, Below the level of the inlet tube, Decanter channel specifications, Electrical, rush, Notes, Topped with finished mortar, Fine flattened concrete with four castles, Treated water cistern made of, Red cement wall annealed thick cms, Of cms armed with rods of the no., No cm stirrups, The machine room must have a window, ventilation, See plan, Irrigation in green areas, The service pump feeds the system, Bottom slab, Bottom slab, sidewalk, N.a., Ptr, detail, sidewalk, Wall, Pvc tube, Pvc tube, Wall

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.20 \A1;0.10 \A1;0.35 \A1;0.25 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.60 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.92 \A1;0.80 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.15 \A1;1.80 CONSULTORES Y CONTRATISTAS S.A. DE C.V. GRUPO EMPRESARIAL \A1;0.40 \A1;0.57 \A1;0.10 \A1;0.10 \A1;0.70 \A1;variable \A1;1.40 \A1;1.95 \A1;1.80 \A1;12.80 \A1;1.25 \A1;1.40 \A1;0.15 \A1;1.80 \A1;1.95 \A1;1.00 \A1;1.15 \A1;0.60 \A1;0.75 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.00 \A1;2.15 \A1;0.15 \A1;0.15 \A1;0.75 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;1.35 \A1;1.35 \A1;1.35 \A1;0.20 \A1;0.15 \A1;1.55 \A1;0.15 \A1;2.70 \A1;2.20 \A1;0.10 \A1;2.00 \A1;0.70 \A1;0.70 \A1;0.85 \A1;2.00 \A1;0.85 \A1;1.40 \A1;2.00 \A1;2.00 \A1;0.20 \A1;2.15 \A1;2.00 \A1;0.10 \A1;1.05 \A1;1.85 \A1;2.00 \A1;0.15 \A1;1.35 \A1;2.90 \A1;0.20 \A1;2.20 \A1;0.75 \A1;0.375 \A1;0.375 \A1;0.700 \A1;1.95 \A1;1.80 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.20 -15.97520448702515 variable 3100 5 -14.82311413737134 ENTRADA DE AGUA -16.36462913673812 5 ENTRADA DE AGUA A LA PLANTA 5 5 PASO DE AGUAS ENTRE EL 5 CLARIFICADOR Y EL CLORADOR 5 TUBOS DE PVC 2.5" RD=13.5 MURO 1 1 N. 98.000 NTN. 99.666 PASOS DE TUBERIA ENTRE EL REACTOR -18.07356288863928 -1.708933751901164 -17.87738298178262 PASO DE TUBERIAS ENTRE MUROS CARCAMO DE BOMBEO ANAEROBIO Y EL CLARIFICADOR SALIDA DE DEMASIAS DEL CLORADOR 5 MURO -16.36462913673812 -16.36462913673812 -16.36462913673812 -16.36462913673812 SANITARIO DE 4" TUBOS DE PVC 4 C 1 -16.36462913673812 -16.36462913673812 ELECTROSOLDADA REJILLA 4 D 2 TUBOS DE PVC 1" RD 26 E PVC 1" RD 26 2 TUBOS DE DE CLORO VISTA DEL EXTERIOR DE LA PLANTA TUBERIAS DE CONEXION ELECTRICA Y REACTOR ANAEROBIO EMPACADO A MURO MURO 1 B MURO 3 CLARIFICADOR INYECCION DE CLORO 1" RD 26 TUBO DE PVC C CLORADOR MURO 6 -17.87738298178262 MALLA DE ACERO INOXIDABLE 304 No 10 CONTRAMARCO CAL. 23 -15.19120448702514 -15.19120448702514 -16.36462913673812 5 5 MURO 5 -16.36462913673812 4" RD=13.5 TUBOS DE PVC VER DETALLE 1 -16.36462913673812 -16.36462913673812 -16.36462913673812 -16.36462913673812 LOSA DE CONCRETO -15.19120448702514 A MURO 4 -15.19120448702514 1 DETALLE B -15.19120448702514 -15.19120448702514 -15.19120448702514 -16.36462913673812 -16.36462913673812 TUBOS DE PVC 1.5" RD=26 -16.36462913673812 -16.36462913673812 -16.36462913673812 DETALLE 1 DETALLE B'' B 4 MARCO MG 2 RS 1 -15.19120448702514 -15.19120448702514 RS 2 Y SEPARADOR DE GRASAS BANQUETA CANAL DESARENADOR MG 1 DE BOMBEO CARCAMO REACTOR ANAEROBIO EMPACADO MP-1 CORTE LONGITUDINAL -1.708933751901164 -1.708933751901164 -18.07356288863928 -18.07356288863928 E DETALLE E -18.07356288863928 DETALLE F -18.07356288863928 F MP-2 -15.87520448702515 \A1; EMPAQUE BIODECK 120-60 E A EMPAQUE SETLDECK -15.97520448702515 -15.97520448702515 REJILLAS TANQUE CLORADOR CLARIFICADOR SECUNDARIO B REJILLAS MP-3 C D 5 5 2.943983897074247 2.943983897074247 PLANO ARQUITECTONICO PLANTA DE TRATAMIENTO DE AGUAS NEGRAS CORTES Y CUARTO DE MAQUINAS FACHADA CASETA DE MAQUINAS FECHA : ESCALA : 1:25 PROYECTO : DIBUJO : REJILLA DE VENTILACION REJILLA DE VENTILACION 2.943983897074247 PLANO : UBICACION: ACOT : APROBO METROS REVISO : AR-02 CLAVE : HORIZONTAL,TRIFASICA, SUCCION DE 2" Y DESCARGA DE 3" MARCA SIEMENS LA BOMBA DE 5 HP (SERVICIO) ES UNA MOTOBOMBA 3.143983897074246 3.143983897074246 -12.83122058995091 3.143983897074246 REJILLA 1 -12.83122058995091 4 MAQUINAS CASETA DE 5 (SERVICIO) ES DE BRONCE DE 3" PARA 125 LBS LA VALVULA EN LA DESCARGA DE LA BOMBA DE 5 HP DEL PLANO TOPOGRAFICO CORRESPONDIENTE EL NIVEL ± 0.00 CORRESPONDE AL NIVEL + 5.53 EMPAQUE SETLDECK 3100 40 FT EMPAQUE BIODECK 120 -60 125 FT RS1 Y RS2: REJILLAS SEPARADORAS DE SOLIDOS DE 60 x 120 CMS, CON SOLERA DE 3/4"x1/8" CON SEPARACION DE 3/4",DESMONTABLES MG1,MG2 Y MG3: MAMPARAS SEPARADORAS DE GRASA DE LAMINA GALVANIZADA No 20 DESMONTABLES DE 60x80 CM,60x30 CMS Y 60x90 CMS RESPECTIVAMENTE SI LA PROFUNDIDAD TOTAL EXCEDE DE 120 CMS COLOCAR CADENA INTERMEDIA CUBRIR CON DOS TAPAS DESMONTABLESDE LAMINA GALVANIZADA No 20 CON BASTIDOR Y MANIJAS LOSA PISO DE 10 CMS ARMADA CON MALLA ELECTROSOLDADA 6x6-2/2 (MARCA ARSA O SIMILAR) LA ALTURA MAXIMA DEL VERTEDERO DEBE QUEDAR 30 CMS DEBAJO DEL NIVEL DEL TUBO DE ENTRADA ESPECIFICACIONES CANAL DESARENADOR -14.82520448702512 0.1500000000000004 -14.82520448702512 ELECTRICA -14.82520448702512 -14.82520448702512 ACOMETIDA NOTAS : 3 3 JUNTEADO CON MORTERO CEM-ARE 1:5, ACABADO APLANADO FINO DE CEMENTO CON CUATRO CASTILLOS CISTERNA DE AGUA TRATADA HECHO CON MUROS DE TABIQUE ROJO RECOCIDO DE 15 CMS DE ESPESOR DE 15x15 CMS ARMADA CON 4 VARILLAS DEL No. 3 Y ESTRIBOS DEL No 2 @ 15 CM EL CUARTO DE MAQUINAS DEBE DE TENER VENTANA DE VENTILACION -15.97520448702515 5 0.2339999999999982 -15.94120448702515 -15.94120448702515 \A1;DETALLE A-1 VER PLANO ES-01 RIEGO EN AREAS VERDES LA BOMBA DE SERVICIO ALIMENTA AL SISTEMA DE LOSA DE FONDO DE 0.10m. DE 0.15m. LOSA DE FONDO 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 B C 5 D 5 5 5 E 5 5 5 5 F G H 5 5 I J 5 5 5 5 BANQUETA N.A. 98.900 PTR 2 1/2"x1/8" 0.033999999999998 5 -1.699999999999981 DETALLE E -1.708933751901164 -1.956355316570662 0.0 BANQUETA 1.701930447050167 1.217956314607292 E MURO 2 3 -0.5028286700115672 -0.5028286700115672 TUBO DE PVC 4"d G H -8.288476066097246 -8.288476066097246 -8.288476066097246 -8.288476066097246 TUBO DE PVC 4"d -0.2000818152765689 -0.2000818152765689 F MURO

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, court, Design, DWG, kläranlage, plane, plant, section, sectional, treatment, treatment plant, wastewater