Sludge Drainage Ditch, Drinking Water Plant DWG Block for AutoCAD

Drainage ditch sludge treatment plant drinking water

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

Esc., see detail, pipeline, Gravure layer, baker, brick, detail, Pvc guide, Esc., cofferdam, Pvc, detail, Esc., Fine gravel, Heavy gravel, Te cu, Foundation, Sludges, Fine sand, cut, Esc., Concrete support, your B. Of sludge, Te cu, Heavy gravel, Foundation, your B. Pvc, Heavy gravel, Fine gravel, Fine sand, Sludges, detail, your B. Of ventilation, Esc., Hollow, your B. Pvc, detail, Hollow, Esc., dashboard, Hfd, Valv. Comp., your B. of conduction, Of sludge, Concrete support, detail, Esc., cut, Valv. Comp., dashboard, Hfd, Concrete support, Of sludge, your B. of conduction, Esc:, Sludge drying, your B., detail, your B., Hfd, detail, Esp., cofferdam, register machine, cofferdam, Esp., Heavy gravel, Fine gravel, Te cu, Fine sand, your B. Pvc, your B. Of ventilation, dashboard, Heavy gravel, Sludges, Astm, your B. Of sludge, cut, Hfd, detail, Esc:, cut, detail, cofferdam, Esp., cut, Esc:, Esc:, Enrocado, With units of, Minimum ton, Enrocado, With units of, Minimum ton, Esc., cut, your B., date:, scale:, district:, province:, Project Manager, flat:, region:, sheet:, draft:, Oyon, Indicated, lime, Ing. Lionel luján coina, Oyon, Improvement of the sewage systems in the town of oyon, Cad:, Oyon provincial, Sludge drying beds details, M.a.t., consultant, S.a.c., designer, Ing. Ricardo rojas v., Format: pen evaluation scale .ctb attached oyon, Drinking water treatment plant

Raw text data extracted from CAD file:

\A1;.06 \A1;.20 \A1;.20 \A1;.20 \A1;,15 \A1;,15 \A1;90.00° \A1;0.70 \A1;1.22 \A1;0.50 \A1;.40 \A1;1..22 \A1;0.50 \A1;.40 \A1;d110mm \A1;.20 \A1;.20 \A1;.06 \A1;.06 \A1;.20 \A1;.20 \A1;.40 \A1;.50 \A1;.60 \A1;.05 \A1;.20 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;0.70 \A1;0.90 \A1;.15 \A1;.20 \A1;.30 \A1;.60 \A1;.15 \A1;.15 \A1;.60 \A1;.20 \A1;.15 \A1;.50 \A1;1.02 \A1;.20 \A1;1.12 \A1;.20 \A1;1.80 \A1;.10 \A1;.35 \A1;.10 \A1;.60 \A1;.20 \A1;.20 \A1;.20 \A1;12.50 \A1;.20 \A1;0.70 \A1;.06 \A1;.06 \A1;.20 \A1;.20 \A1;.06 \A1;.06 \A1;.20 \A1;.20 \A1;0.70 \A1;.06 \A1;.06 \A1;.20 \A1;.20 \A1;840 \A1;594 \A1;4.50 \A1;4.50 \A1;9.00 \A1;9.00 \A1;.20 \A1;.20 \A1;0.70 \A1;0.70 \A1;2.00 \A1;.20 \A1;8.00 \A1;2.00 \A1;2.00 \A1;R.10 \A1;.20 ESC. 1/5 VER DETALLE 5 TUBERIA PVC-U d200mm DE 1-1/2″ a 1″ CAPA DE GRAVA PASTELERO LADRILLO – DETALLE 3 GUIA DE PVC ESC. 1/5 ATAGUIA 1,55x,50 ESP.=,015 PVC DETALLE 4 – ESC. 1/10 1..22 GRAVA FINA 1/4″a 1/8″ GRAVA GRUESA 1/2″a 1/4″ Te 0.8 a 1mm, Cu 2 a 3mm 0.50 .40 CIMENTACION LODOS ARENA FINA d110mm .20 .20 .06 .06 .20 CORTE D-D – .20 ESC. 1/10 APOYO DE CONCRETO d250mm TUB. DE LODOS 0.70 1.22 Te 0.8 a 1mm, Cu 2 a 3mm 0.50 .40 GRAVA GRUESA 1-1/2″a 1″ CIMENTACION S=1% TUB. PVC d200mm GRAVA GRUESA 1/2″a 1/4″ GRAVA FINA 1/4″a 1/8″ ARENA FINA LODOS .06 .20 .20 – DETALLE 1 TUB. DE VENTILACION d200mm .20 ESC. 1/5 ,15 HUECOS d5/8″ ,15 TUB. PVC d200mm – DETALLE 5 5 HUECOS d5/8″ ESC. 1/20 5 5 SALPICADERO 1 – 5 5 5 5 HFD VALV. COMP. d250mm TUB. DE CONDUCCION DE LODOS d250mm APOYO DECONCRETO 1 – 5 DETALLE 2 – C=3835.90 C=3835.70 CT=3835.00 ESC. 1/20 5 5 5 5 5 5 5 5 5 5 CORTE 1-1 VALV. COMP. d250mm – 0.70 0.90 5 SALPICADERO 5 HFD APOYO DE CONCRETO DE LODOS d250mm TUB. DE CONDUCCION 1.02 .20 5 5 1.80 C=3835.90 C=3835.70 CT=3835.00 C=3835.90 C=3835.70 CT=3835.00 .10 .35 .10 5 ESC: 1/50 PLANTA-LECHO DE SECADO DE LODOS .20 .20 d200mm TUB. PVC-U CT=3835.00 CF=3833.60 B – DETALLE 4 A – S=1% TUB. d200mm PVC-U d250mm HFD C – DETALLE 2 DETALLE 1 C – – D ESP. 2cm ATAGUIA 1.55x.60 – B A – – D 5 5 5 0.70 0.60×0.60 CAJA DE REGISTRO .06 .06 .20 ATAGUIA 1.55x.60 ESP. 2cm .20 GRAVA GRUESA 1/2″a 1/4″ GRAVA FINA 1/4″a 1/8″ Te 0.8 a 1mm, Cu 2 a 3mm ARENA FINA S=1% TUB. PVC d200mm TUB. DE VENTILACION SALPICADERO GRAVA GRUESA 1-1/2″a 1″ LODOS ASTM A-53 e=1/4″ d150mm TUB. DE LODOS C CF=3833.60 CORTE C-C – C=3835.90 C=3835.70 CF=3835.00 C .06 .06 .20 .20 0.70 .06 .06 .20 .20 CT=3835.00 d250mm HFD DETALLE 3 ESC: H=1/50 V=1/20 CORTE A-A – DETALLE 3 ATAGUIA 1.55x.60 ESP. 2cm CORTE B-B – ESC: H=1/50 V=1/20 ESC: H=1/50 V=1/20 5 5 5 5 5 5 0.70 0.70 CF=3835.00 CT=3835.00 C=3835.90 C=3835.70 C=3835.70 C=3835.90 C=3835.70 C=3835.70 ENROCADO con unidades de 1/2 Tonelada minimo ENROCADO con unidades de 1/2 Tonelada minimo 5 5 E – E – ESC. 1/10 CORTE E-E – 8.00 5 5 5 5 d200mm TUB. PVC-U PT-01′ FECHA: ESCALA: DISTRITO: PROVINCIA: DIRECTOR DE PROYECTO : PLANO: REGIÓN: LAMINA: PROYECTO: OYON NOVIEMBRE-2009 INDICADA LIMA ING. LIONEL LUJÁN ACUÑA OYON MEJORAMIENTO Y AMPLIACION DE LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DE LA LOCALIDAD DE OYON CAD: \T1.2;MUNICIPALIDAD PROVINCIAL DE OYON LECHOS DE SECADO DE LODOS – DETALLES M.A.T. CONSULTOR : CONSTRUCTORA G&G S.A.C. 1/1 PROYECTISTA : ING. RICARDO ROJAS V. FORMATO: 840 x594 ESCALA DE PLOTEO:1/1 VALORACION DE LAPICEROS .ctb ADJUNTO : OYON 5 5 PLANTA DE TRATAMIENTO DE AGUA POTABLE