De-Sander Solid Waste Screen, Sewage Treatment Plant DWG Block for AutoCAD

Consists of preliminary treatment which is commonly performed in a treatment plant to remove solid waste sizable

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

Concrete f’c steel f’y, Technical specifications, Qadm. Which must be verified in, Minimum overlap, Against the ground in contact with the exposed to the environment in contact with water, Steel reinforcement mesh, your B. Of input pvc iso, C ºa º f’c, Rigidity beam, Sandbox, Pvc arrives, Concrete screed, Pvc arrives, Concrete screed, Worm-type control gate, Discharge dump, Worm-type control gate, Discharge dump, your B. Of input pvc iso, Steel reinforcement mesh, C ºa º f’c, Concrete screed, Bracing beam of cºaº, your B. Of input pvc iso, your B. Output pvc iso, Concrete screed, Concrete screed

Raw text data extracted from CAD file:

\A1;2.45 \A1;.50 \A1;.20 \A1;.50 \A1;.20 \A1;.80 \A1;.45 \A1;.80 \A1;.80 \A1;2.35 \A1;2.45 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.30 \A1;.15 \A1;.45 \A1;.05 \A1;.15 \A1;.15 \A1;.80 \A1;.15 \A1;.15 \A1;1.05 \A1;.15 \A1;.05 \A1;1.70 \A1;.15 \A1;.15 \A1;2.35 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.05 \A1;.80 \A1;.75 \A1;.15 \A1;.05 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;.80 \A1;.95 \A1;.15 \A1;.15 \A1;.05 Concreto f’c = 210kg/cm2 (C°A°) Acero f’y = 4200kg/cm2 ESPECIFICACIONES TECNICAS Qadm. = 1.00kg/cm2 (valor que debe ser verificado en campo) Traslape mínimo 30cm \LRecubrimiento: \lVaciado contra el suelo : 7cm En contacto con el suelo(costados) : 4cm Expuesto al ambiente : 4cm En contacto con el agua : 4cm A D Acero de refuerzo malla Ø 3/8″ @ 0.20m Tub. de Ingreso PVC ISO 4435 S-20 Ø 8″ CºAº f’c = 210 Kg/cm² \LPLANTA DESARENADOR\l \H0.75x;Esc. 1:25 Viga de rigidez \LDESARENADOR 01 \LDESARENADOR 02 Compuerta de ingreso a desarenador Compuerta de ingreso a desarenador Ø 3/8″ @ .20 (S2) Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S2) Ø 3/8″ @ .20 (S2) Ø 3/8″ @ .20 (S3) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S6) Ø 3/8″ @ .20 (S6) Ø 3/8″ @ .20 (S6) Ø 3/8″ @ .20 (S3) 5 5 5 5 5 LLEGA PVC U Ø 8″ Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S8) D \LCORTE B -B\l \H0.75x;esc. 1:25 5 5 \LDESARENADOR 01 \LDESARENADOR 02 Solado de Concreto mezcla 1:10 Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S6) Ø 3/8″ @ .20 (S3) Ø 3/8″ @ .20 (S2) Ø 3/8″ @ .20 (S8) Ø 3/8″ @ .20 (S8) \LCORTE C – C\l \H0.75x;esc. 1:25 LLEGA PVC U Ø 20″ Solado de Concreto mezcla 1:10 Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S7) Ø 3/8″ @ .20 (S8) \LCORTE D -D\l \H0.75x;esc. 1:25 5 5 5 5 5 5 5 C B C B Compuerta de control TIPO Gusano Vertedero de Salida A Compuerta de control TIPO Gusano Vertedero de Salida Tub. de Ingreso PVC ISO 4435 S-20 Ø 8″ Acero de refuerzo malla Ø 3/8″ @ .20m CºAº f’c = 210 Kg/cm² Solado de Concreto mezcla 1:10 Solado de Concreto mezcla 1:10 Viga de arriostre de CºAº 0.20 * 0.30 Tub. de Ingreso PVC ISO 4435 S-20 Ø 8″ Tub. de Salida PVC ISO 4435 S-20 Ø 14″ Ø3/8@ .10 (S5) Ø 3/8″ @ .20 \A1;Ø\S3#8;\H1.429x;” Solado de Concreto mezcla 1:10 Ø 3/8″ @ .20 (S7) Ø 3/8″ @ .20 (S7) Ø 3/8″ @ .20 (S7) Ø 3/8″ @ .20 (S8) Ø 3/8″ @ .20 (S8) Ø 3/8″ @ .20 (S8) Ø 3/8″ @ .20 (S8) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S4) Ø 3/8″ @ .20 (S2) Ø 3/8″ @ .20 (S1) Ø 3/8″ @ .20 (S2) 5 5 5 \LCORTE A – A\l \H0.75x;esc. 1:25 5 5 5 5 5 Solado de Concreto mezcla 1:10 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 5 5 5 5 5 5