Swimming Pool; Septic Tank DWG Block for AutoCAD

Swimming pool; septic tank for treatment of dark or heavy water .

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

cut, Concrete lids, Wooden screen, Entrance pipe, Pvc, Pipe, ventilation, Fg, Outlet pipe, Pvc, septic tank, scale, Tank plant, Entrance pipe, Pvc, Outlet pipe, Pvc, Pipe, ventilation, Fg, Pipe, ventilation, Fg, Entrance pipe, Pvc, Pipe of, ventilation, Entrance pipe, P.v.c., Outlet pipe, P.v.c., Closing cap, airtight, gravel, Entrance pipe, mesh, Upper reinforcement, mesh, Lower reinforcement, Additional up, Additional up, Entrance pipe, P.v.c., Outlet pipe, P.v.c., Pipe of, ventilation, screen of, wood, code:, date:, approval:, September, design:, review:, P.ch., geology:, scale:, Region la libertad, topography:, Cad:, P.ch., And.c.g.l., Chavimochic special project, Indicated, draft:, flat:, technical record, Permanent camp of the chavimochic bocatoma, Septic tank percolator well, Percolating well, Affirmed, concrete, Affirmed, concrete, Affirmed, concrete, superficial, Columns, Shoes, Armed in:, Slabs, Beams, Astm, Concrete cement ::, Maximum large stone, Maximum median stone, Concrete cement ::, Corridos, general specifications, ceiling, Cement type, portico, confinement, Brick clay king industrial kong, Concrete block wall pad, Fences, Similary, Mortar, Mortar s, Nte, Percolating well plant, Esc., septic tank, Esc., section, Esc., Septic tank percolator, structure, section, Esc., section, Esc., Esc.

Raw text data extracted from CAD file:

0.52 2.95 2.60 2.80 0.52 0.52 0.52 0.51 0.15 0.15 0.30 0.45 0.90 0.10 1.25 0.65 0.15 1.25 0.15 2.95 .40 .05 1.17 0.15 CORTE A – A Tapas de Concreto Pantalla de Madera -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 -4576726.920478412 tubería de ingreso PVC – Ø 4″ tubería de ventilación FºGº Ø2″ tubería de salida PVC – Ø 4″ -4576733.346997563 TANQUE SEPTICO ESCALA 1/25 A A PLANTA DE TANQUE -4576733.346997563 -4576733.346997563 -4576733.346997563 -4576733.346997563 -4576733.346997563 -4576733.346997563 tubería de ingreso PVC – Ø 4″ tubería de salida PVC – Ø 4″ tubería de ventilación FºGº Ø2″ 0.18 0.48 2.80 .15 2.50 .15 .76 .76 .76 .76 .76 .60 4.40 2.60 3.85 4.00 .15 .15 2.80 R=2.00 20° R=.30 1.20 1.40 .20 .20 (TíP.) 4.00 .20 .20 .50 R=2.15 20.80 3.60 4.00 0.40 1.60 0.40 3.20 0.80 3.60 4.00 0.40 1.60 0.40 0.40 3.20 0.80 0.80 0.40 0.40 0.40 0.80 0.40 0.40 10.40 0.20 0.20 20.40 0.20 10.00 0.20 10.40 0.20 20.00 0.20 20.40 0.20 10.00 0.20 20.00 2.10 .75 2.15 1.775 1.775 20 4.00 .15 .10 0.20 1.02 .10 .76 .76 .76 .76 .76 .10 .00 .00 .15 0.20 0.20 tubería de ventilación FºGº Ø2″ tubería de ingreso PVC – Ø 4″ TUBERIA DE VENTILACION Ø2″ TUBERIA DE INGRESO P.V.C. Ø4″ TUBERIA DE SALIDA P.V.C. Ø4″ Ø15mm. (Min.) TAPON DE CIERRE HERMETICO GRAVA TUBERIA DE INGRESO 1Ø1/2″@0.20 1Ø3/8″@0.20 5Ø1/2″ 5Ø1/2″ 1Ø1/2″@0.30 1Ø3/8″@0.30 1Ø1/2″@0.20 1Ø3/8″@0.20 1Ø3/8″@0.30 1Ø1/2″@0.30 Malla Ø 1/2″ @ .30 Refuerzo Superior Malla Ø 3/8″ @ .30 Refuerzo Inferior 1Ø3/8″@0.20 1Ø1/2″@0.20 1Ø3/8″@0.20 1Ø1/2″@0.20 Ø 3/8”@.30 Adicional arriba Ø 3/8”@.30 Adicional arriba 1Ø3/8″@0.20 1Ø1/2″@0.20 1Ø3/8″@0.20 1Ø1/2″@0.20 TUBERIA DE INGRESO P.V.C. Ø6″ TUBERIA DE SALIDA P.V.C. Ø6″ TUBERIA DE VENTILACION Ø2″ PANTALLA DE MADERA Ø1/2″@0.25 Ø1/2″@0.25 Ø1/2″@0.25 Ø1/2″@0.25 Ø1/2″@0.25 CODIGO: FECHA: APROBACION: SETIEMBRE – 2009 DISEÑO: REVISION: P.E.CH. GEOLOGIA: ESCALA: REGION LA LIBERTAD TOPOGRAFIA: CAD: P.E.CH. E.C.G.L. PROYECTO ESPECIAL CHAVIMOCHIC INDICADA PROYECTO: PLANO: EXPEDIENTE TECNICO CAMPAMENTO PERMANENTE DE LA BOCATOMA CHAVIMOCHIC EST-14 PISCINA, TANQUE SEPTICO Y POZO PERCOLADOR POZO PERCOLADOR -1.0 -1.0 B B -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 5 5 -1.0 -1.0 -1.0 -1.0 5 -1.0 5 A A 5 -1.0 5 -1.0 -1.0 5 5 5 -1.0 5 -1.0 5 5 5 5 -1.0 5 -1.0 5 5 5 5 5 5 Ø8mm @ 0.30 Ø8mm @ 0.30 Afirmado Hormigon 5 5 5 5 Afirmado Hormigon Afirmado Hormigon -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 d 1/2″@0.25 d 1/2″@0.25 d 1/2″@0.25 d 1/2″@0.25 d 1/2″@0.20 d 1/2″@0.20 5 -1.0 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.20 -1.0 0.20 -1.0 5 -1.0 -CIMENTACION SUPERFICIAL 3.CIMENTACIÓN 4.SOBRECARGAS COLUMNAS ZAPATAS f’c=210 kg/cm² -CONCRETO ARMADO EN: LOSAS VIGAS fy=4200 kg/cm² ASTM A706 CEMENTO : HORMIGÓN :: 1 : 10 + 30% PIEDRA GRANDE 6″ MÁXIMO 25% PIEDRA MEDIANA 3″ MÁXIMO CEMENTO : HORMIGÓN :: 1 : 8 + -ACERO -CIMIENTOS CORRIDOS 2.MAMPOSTERÍA -SOBRECIMIENTOS -RECUBRIMIENTOS: 1.CONCRETO ESPECIFICACIONES GENERALES Techo 50 kg/cm2 (Techo Inclinado) f’c=210 kg/cm² f’c=210 kg/cm² f’c=210 kg/cm² -CEMENTO Cemento tipo 1 Super-estructura -ZAPATAS -LOSAS 7.0 cm 2.0 cm 4.0 cm 4.0 cm -COLUMNAS -VIGAS Portico ——– ——— 2.0 cm 2.0 cm Confinamiento Ladrillo de Arcilla King Kong Industrial 24cm x 13cm x 9cm -MUROS Bloque Concreto (Pared 9, Pader 14, y Pared 24) -TABIQUES, CERCOS f´b = 145 kg/cm² f´m = 65 kg/cm² v´m=8.10 kg/cm² ó similar Mortero tipo P2 proporción 1:4 cemento arena f´b = 50 kg/cm² Mortero tipo NP proporción 1:5 cemento arena 3.2.1.2 NTE E.020 PLANTA POZO PERCOLADOR ESC. 1:25 TANQUE SEPTICO ESC. 1:25 SECCION A-A ESC. 1:25 PISCINA,TANQUE SEPTICO Y POZO PERCOLADOR ESTRUCTURA SECCION B-B ESC. 1:25 SECCION A-A ESC. 1:50 P L A N T A ESC. 1:50