Reciduales Water Treatment DWG Detail for AutoCAD

Reciduales Water Treatment DWG Detail for AutoCAD

Primary clarifier; sludge drying bed and upflow anaerobic filter – Ground – Details

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

Viewnumber, Sheetnumber, Pvce tube, Tpvc, Of the sedimentation tank, Pte, cut, Tpvc, Of the sedimentation tank, Tpvc, Of the sedimentation tank, Perforated pvc tube, In., Pvce tube in, longitudinal, Stirrups, Tpvc, Of the sedimentation tank, natural, Pvc, Of s.s., Pvc coating black paint, Municipal network, Pvc, Of s.s., Pvc, Municipal network, Collector see detail, Perforated see detail, Armed psi, Beds both-way coating cm, Drying bed, see detail, Armed psi, Beds both-way coating cm, Armed psi, Beds both-way coating cm, Pvc, Concrete slab reinforced both directions, iron, Psi armed, see detail, Psi armed, Leachate discharge, Pvc m. Of high black paint, do not., do not., do not., do not., do not., do not., do not., Basic developmental lengths, All measurements in meters less than indicated, Other dimensions, Minor to, In stirrups, crowns, Detail of the reinforcement:, Hook of, Folds of, Of the rod, The sedimentador will be cleaned at least twice in the year the structure must be waterproofed by filling it with water to verify that there are no leaks the exact location is chosen at the time of the execution of the work months after having put in the characteristics should be characterized Waters of the outlet to verify its real efficiency should be monitored constantly the characteristics of the water of exit before beginning the function must be filled with at least with material coming from another treatment already in operation, Primary settler, Plant without scale, Anaerobic filter, Top floor without scale, Anaerobic filter, Lower floor without scale, Primary settler, Non-stop profile, Anaerobic filter, Non-stop profile, Detail beam, unscaled, Canal collector detail, unscaled, Perforated pipe detail, unscaled, Cover detail, unscaled, Drying bed profile, unscaled, Plant bed of drying, unscaled

Raw text data extracted from CAD file:

\A1;3.80 \A1;1.00 VIEWNUMBER SHEETNUMBER \A1;15 \A1;15 \A1;8 \A1;8 \A1;90° \A1;8 \A1;1 -3.126901641140559 -3.126901641140559 -3.126901641140559 -3.126901641140559 -3.126901641140559 TUBO DE PVCE d 100mm \A1;8 \A1;8 \A1;90° \A1;8 \A1;1 \A1;0.15 \A1;0.15 \A1;4.05 \A1;4.20 \A1;1.35 \A1;1.50 \A1;1.35 \A1;4.20 \A1;4.20 \A1;4.20 \A1;2.78 \A1;2.15 \A1;2.15 \A1;3.95 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.30 \A1;0.80 \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.25 \A1;0.15 \A1;1.55 \A1;0.15 \A1;d \A1;d \A1;135°0'0" \A1;6d > 0.075 \A1;> 12d \A1;0.43 \A1;0.16 5 5 TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION PTE 1% CORTE A-A S 1% S 1% TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION 15 15 TUBO DE PVC 4" PERFURADO \A1;agujeros d \S3/4; pulg. 8 8 5 8 1 TUBO DE PVCE d 4 pulg 0.15 0.15 4 # 3 longitudinal estribos #2 @ 0.10 S 1% TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION 5 5 5 5 5 \A1;TERRENO NATURAL \A1;TERRENO NATURAL \A1;AFLUENTE PVC 4" \A1;VIENE DE S.S. \A1;EFLUENTE PVC 4" RECUBRIMIENTO PINTURA NEGRA \A1;HACIA RED MUNICIPAL 5 5 5 \A1;AFLUENTE PVC 4" \A1;VIENE DE S.S. \A1;EFLUENTE PVC 4" \A1;HACIA RED MUNICIPAL 5 5 5 5 \A1;CANAL RECOLECTOR VER DETALLE \A1;TUBERIA PERFORADA VER DETALLE \A1;CONCRETO ARMADO 4000 PSI \A1;2 CAMAS #4@0.15 AMBOS SENTIDOS RECUBRIMIENTO 7 CM \A1;VA A LECHO DE SECADO \A1;VIGA V-1 VER DETALLE \A1;CONCRETO ARMADO 4000 PSI \A1;2 CAMAS #4@0.15 AMBOS SENTIDOS RECUBRIMIENTO 7 CM \A1;CONCRETO ARMADO 4000 PSI \A1;2 CAMAS #4@0.15 AMBOS SENTIDOS RECUBRIMIENTO 7 CM \A1;TUBERIA PVC 4" \A1;TUBERIA PVC 4" \A1;TEE 4" \A1;TEE 4" \A1; LOSA CONCRETO ARMADO #3@0.10 AMBOS SENTIDOS \A1; LOSA CONCRETO ARMADO #6@0.10 AMBOS SENTIDOS 5 5 5 5 5 \A1;GRAVA 1" \A1;GRAVA 3/4" \A1;GRAVA 1/4" 5 5 5 0.80 0.10 \A1;AGARRADERO HIERRO \S4/8; \A1;CONCRETO 4000 PSI ARMADO #3@0.10 \A1;TAPADERA VER DETALLE \A1;TAPADERA VER DETALLE \A1;S=3% \A1;S=3% 5 \A1;CONCRETO 4000 PSI ARMADO #3@0.15 \W8.62629; DESCARGA DE \W8.62199; LIXIVIADOS 5 5 5 \A1;RESPIRADERO PVC 1" 2 M. DE ALTO PINTURA NEGRA \A1;RESPIRADERO PVC 1" 2 M. DE ALTO PINTURA NEGRA 5 5 5 5 5 5 5 5 2.00 m. No. 11 1.00 m. No. 8 0.85 m. No. 7 0.75 m. No. 6 0.60 m. No. 5 0.50 m. No. 4 0.37 m. No. 3 LONGITUDES BASICAS DE DESARROLLO TODAS LAS MEDIDAS EN METROS A MENOS QUE SE INDIQUE OTRAS DIMENSIONES d (VARILLAS MENORES AL #5) EN ESTRIBOS Y CORONAS DETALLADO DEL REFUERZO: d GANCHO DE 90 ° 5 DOBLECES DE 135 ° d=diametro de la varilla 6d > 0.075 > 12d \A1;LADRILLO \A1;ARENA \A1;GRAVA 5 5 \A1; EL SEDIMENTADOR SERA LIMPIADO COMO MINIMO DOS VECES EN EL AÑO LA ESTRUCTURA DEBERA SER IMPERMEABILIZADA Y PROBADA LLENANDOLA DE AGUA PARA VERIFICAR QUE NO EXISTAN FUGAS LA UBICACION EXACTA SE ESCOGERA EN EL MOMENTO DE LA EJECUCION DE LA OBRA 6 MESES DESPUES DE HABER PUESTO EN FUNCINAMIENTO, DEBERAN SER CARACTERIZADAS LAS AGUAS DE LA SALIDA PARA VERIFICAR SU EFICIENCIA REAL SE DEBERA MONITOREAR CONSTANTEMENTE LAS CARACTERISTICAS DEL AGUA DE SALIDA ANTES DE INICIAR EL FUNCINAMIENTO DEBE LLENARSE AL MENOS 20% CON MATERIAL PROVENIENTE DE OTRO TRATAMIENTO YA EN FUNCIONAMIENTO SEDIMENTADOR PRIMARIO PLANTA SIN ESCALA FILTRO ANAEROBICO PLANTA SUPERIOR SIN ESCALA FILTRO ANAEROBICO PLANTA INFERIOR SIN ESCALA SEDIMENTADOR PRIMARIO PERFIL SIN ESCALA FILTRO ANAEROBICO PERFIL SIN ESCALA DETALLE VIGA V-1 SIN ESCALA DETALLE CANAL RECOLECTOR SIN ESCALA DETALLE TUBERIA PERFORADA SIN ESCALA DETALLE TAPADERA SIN ESCALA PERFIL LECHO DE SECADO SIN ESCALA PLANTA LECHO DE SECADO SIN ESCALA

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

Viewnumber, Sheetnumber, Pvce tube, Tpvc, Of the sedimentation tank, Pte, cut, Tpvc, Of the sedimentation tank, Tpvc, Of the sedimentation tank, Perforated pvc tube, In., Pvce tube in, longitudinal, Stirrups, Tpvc, Of the sedimentation tank, natural, Pvc, Of s.s., Pvc coating black paint, Municipal network, Pvc, Of s.s., Pvc, Municipal network, Collector see detail, Perforated see detail, Armed psi, Beds both sensing coating cm, Drying bed, see detail, Armed psi, Beds both sensing coating cm, Armed psi, Beds both sensing coating cm, Pvc, Concrete slab reinforced both directions, iron, Psi armed, see detail, Psi armed, Leachate discharge, Pvc m. Of high black paint, do not., do not., do not., do not., do not., do not., do not., Basic developmental lengths, All measurements in meters less than indicated, Other dimensions, Minor to, In stirrups, crowns, Detail of the reinforcement:, Hook of, Folds of, Of the rod, The sedimentador will be cleaned at least twice in the year the structure must be waterproofed by filling it with water to verify that there are no leaks the exact location is chosen at the moment of the execution of the work months after having put in the characteristics to be characterized Waters of the outlet to verify its real efficiency should be monitored constantly the characteristics of the water of exit before beginning the function must be filled with at least with material coming from another treatment already in operation, Primary settler, Plant without scale, Anaerobic filter, Top floor without scale, Anaerobic filter, Lower floor without scale, Primary settler, Non-stop profile, Anaerobic filter, Non-stop profile, Beam detail, unscaled, Canal collector detail, unscaled, Perforated pipe detail, unscaled, Cover detail, unscaled, Drying bed profile, unscaled, Plant bed of drying, unscaled

Raw text data extracted from CAD file:

\A1;3.80 \A1;1.00 VIEWNUMBER SHEETNUMBER \A1;15 \A1;15 \A1;8 \A1;8 \A1;90° \A1;8 \A1;1 -3.126901641140559 -3.126901641140559 -3.126901641140559 -3.126901641140559 -3.126901641140559 TUBO DE PVCE d 100mm \A1;8 \A1;8 \A1;90° \A1;8 \A1;1 \A1;0.15 \A1;0.15 \A1;4.05 \A1;4.20 \A1;1.35 \A1;1.50 \A1;1.35 \A1;4.20 \A1;4.20 \A1;4.20 \A1;2.78 \A1;2.15 \A1;2.15 \A1;3.95 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.30 \A1;0.80 \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.25 \A1;0.15 \A1;1.55 \A1;0.15 \A1;d \A1;d \A1;135°0'0" \A1;6d > 0.075 \A1;> 12d \A1;0.43 \A1;0.16 5 5 TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION PTE 1% CORTE A-A S 1% S 1% TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION 15 15 TUBO DE PVC 4" PERFURADO \A1;agujeros d \S3/4; pulg. 8 8 5 8 1 TUBO DE PVCE d 4 pulg 0.15 0.15 4 # 3 longitudinal estribos #2 @ 0.10 S 1% TPVC Ø 4" \W9.83419; DEL TANQUE DE \W9.87887; SEDIMENTACION 5 5 5 5 5 \A1;TERRENO NATURAL \A1;TERRENO NATURAL \A1;AFLUENTE PVC 4" \A1;VIENE DE S.S. \A1;EFLUENTE PVC 4" RECUBRIMIENTO PINTURA NEGRA \A1;HACIA RED MUNICIPAL 5 5 5 \A1;AFLUENTE PVC 4" \A1;VIENE DE S.S. \A1;EFLUENTE PVC 4" \A1;HACIA RED MUNICIPAL 5 5 5 5 \A1;CANAL RECOLECTOR VER DETALLE \A1;TUBERIA PERFORADA VER DETALLE \A1;CONCRETO ARMADO 4000 PSI \A1;2 CAMAS #4@0.15 AMBOS SENTIDOS RECUBRIMIENTO 7 CM \A1;VA A LECHO DE SECADO \A1;VIGA V-1 VER DETALLE \A1;CONCRETO ARMADO 4000 PSI \A1;2 CAMAS #4@0.15 AMBOS SENTIDOS RECUBRIMIENTO 7 CM \A1;CONCRETO ARMADO 4000 PSI \A1;2 CAMAS #4@0.15 AMBOS SENTIDOS RECUBRIMIENTO 7 CM \A1;TUBERIA PVC 4" \A1;TUBERIA PVC 4" \A1;TEE 4" \A1;TEE 4" \A1; LOSA CONCRETO ARMADO #3@0.10 AMBOS SENTIDOS \A1; LOSA CONCRETO ARMADO #6@0.10 AMBOS SENTIDOS 5 5 5 5 5 \A1;GRAVA 1" \A1;GRAVA 3/4" \A1;GRAVA 1/4" 5 5 5 0.80 0.10 \A1;AGARRADERO HIERRO \S4/8; \A1;CONCRETO 4000 PSI ARMADO #3@0.10 \A1;TAPADERA VER DETALLE \A1;TAPADERA VER DETALLE \A1;S=3% \A1;S=3% 5 \A1;CONCRETO 4000 PSI ARMADO #3@0.15 \W8.62629; DESCARGA DE \W8.62199; LIXIVIADOS 5 5 5 \A1;RESPIRADERO PVC 1" 2 M. DE ALTO PINTURA NEGRA \A1;RESPIRADERO PVC 1" 2 M. DE ALTO PINTURA NEGRA 5 5 5 5 5 5 5 5 2.00 m. No. 11 1.00 m. No. 8 0.85 m. No. 7 0.75 m. No. 6 0.60 m. No. 5 0.50 m. No. 4 0.37 m. No. 3 LONGITUDES BASICAS DE DESARROLLO TODAS LAS MEDIDAS EN METROS A MENOS QUE SE INDIQUE OTRAS DIMENSIONES d (VARILLAS MENORES AL #5) EN ESTRIBOS Y CORONAS DETALLADO DEL REFUERZO: d GANCHO DE 90 ° 5 DOBLECES DE 135 ° d=diametro de la varilla 6d > 0.075 > 12d \A1;LADRILLO \A1;ARENA \A1;GRAVA 5 5 \A1; EL SEDIMENTADOR SERA LIMPIADO COMO MINIMO DOS VECES EN EL AÑO LA ESTRUCTURA DEBERA SER IMPERMEABILIZADA Y PROBADA LLENANDOLA DE AGUA PARA VERIFICAR QUE NO EXISTAN FUGAS LA UBICACION EXACTA SE ESCOGERA EN EL MOMENTO DE LA EJECUCION DE LA OBRA 6 MESES DESPUES DE HABER PUESTO EN FUNCINAMIENTO, DEBERAN SER CARACTERIZADAS LAS AGUAS DE LA SALIDA PARA VERIFICAR SU EFICIENCIA REAL SE DEBERA MONITOREAR CONSTANTEMENTE LAS CARACTERISTICAS DEL AGUA DE SALIDA ANTES DE INICIAR EL FUNCINAMIENTO DEBE LLENARSE AL MENOS 20% CON MATERIAL PROVENIENTE DE OTRO TRATAMIENTO YA EN FUNCIONAMIENTO SEDIMENTADOR PRIMARIO PLANTA SIN ESCALA FILTRO ANAEROBICO PLANTA SUPERIOR SIN ESCALA FILTRO ANAEROBICO PLANTA INFERIOR SIN ESCALA SEDIMENTADOR PRIMARIO PERFIL SIN ESCALA FILTRO ANAEROBICO PERFIL SIN ESCALA DETALLE VIGA V-1 SIN ESCALA DETALLE CANAL RECOLECTOR SIN ESCALA DETALLE TUBERIA PERFORADA SIN ESCALA DETALLE TAPADERA SIN ESCALA PERFIL LECHO DE SECADO SIN ESCALA PLANTA LECHO DE SECADO SIN ESCALA

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	anaerobic, autocad, bed, clarifier, DETAIL, details, drying, DWG, filter, ground, kläranlage, primary, sludge, treatment, treatment plant, water