Well Percolator DWG Block for AutoCAD

WELL PERCOLATOR WASTEWATER TREATMENT

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

Nv., Distribution box, Wood dump, Typical tapa fº fº, section, Typical tapa fº fº, section, Armor steel roof, Esc:, Cylindrical filling in its natural state, Cylindrical wall filler, Arrives tub.de cajade distribution pvc., Cylindrical ring of concrete, Selected gravel, Armor steel roof, Absorption well plant, section, Esc:, Of absorption, Esc:, Level of natural terrain, Cm. Mts., Annular joist, top, top, cut, Septic tank plant, flow, Percolation well, cut, mortar, Cycling foundation, cancel, Open, Vertical joints, Brick of, Rope with gaskets, Vertical open, Setting with mortar, Natural soil, shooter

Raw text data extracted from CAD file:

Nv. \A1;1.20 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.55 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.50 \A1;0.23 \A1;0.05 \A1;0.05 \A1;0.17 \A1;0.60 \A1;0.05 \A1;0.50 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.18 \A1;0.23 \A1;0.05 \A1;0.11 \A1;0.14 \A1;0.50 \A1;0.05 \A1;0.40 \A1;0.05 \A1;0.42 \A1;0.55 \A1;0.25 \A1;0.20 \A1;3.80 \A1;0.12 \A1;0.17 \A1;2.60 \A1;0.18 \A1;0.13 \A1;15 \A1;100 \A1;15 \A1;12.5 \A1;\U+2205114 \A1;R12.5 \A1;15 \A1;6 \A1;.14 \A1;15 \A1;2.5 \A1;15 \A1;15 \A1;15 \A1;60 \A1;100 \A1;15 \A1;15 \A1;60 \A1;15 \A1;15 \A1;15 \A1;60 \A1;15 \A1;15 \A1;100 \A1;60 \A1;80 \A1;112.5 \A1;115 \A1;30 \A1;50 \A1;50 \A1;20 \A1;50 \A1;415 \A1;7 \A1;12.5 \A1;15 \A1;1 \A1;12.5 \A1;7 \A1;15 \A1;100 \A1;.50 \A1;.60 \A1;1 d 8″ 1.20 5 5 2 3 CAJA DE DISTRIBUCION 5 5 5 5 d 6″ 2 d 6″ VERTEDERO DE MADERA 5 5 5 \A1;d \S3#8;” @.10 5 5 5 5 5 \A1;d \S3#8;” @.15 \A1;4d \S3#8;” \A1;3d \S3#8;” TAPA TIPICA Fº Fº 5 5 5 5 5 \A1;d \S3#8;” @.10 SECCION 3-3 5 5 \A1;d \S3#8;” @.10 5 5 5 5 5 \A1;d \S3#8;” @.10 5 5 5 5 5 5 5 5 5 d 6″ 5 \A1;d \S3#8;” @.15 TAPA TIPICA Fº Fº SECCION 2-2 5 5 5 5 ARMADURA ACERO TECHO \A1;d \S3#8;” @.10 d 8″ 0.90 d 6″ 3.80 5 5 2.60 5 5 d 6″ \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.20 R=1.30 \A1;0.15 \A1;0.15 \A1;0.20 R=1.60 \A1;0.20 R=1.90 \A1;0.20 A R=1.60 0.25 0.35 A R=1.90 R=1.30 0.36 2.60 0.25 ESC: 1:50 3.80 RELLENO CILINDRICA EN SU ESTADO NATURAL RELLENO DE PARED CILINDRICA LLEGA TUB.DE LA CAJADE DISTRIBUCION PVC. SAL- d 6″ \A1;6 d \S3#8;” \A1;d \S3#8;” @.25 \A1;d \S3#8;” @.25 \A1;d \S3#8;” @.25 ANILLO CILINDRICO DE CONCRETO 0.30 \A1;0.30 \A1;2.60 GRAVA SELECCIONADA d 1/2″ \A1;d \S3#8;” @.25 \A1;0.15 \A1;0.55 \A1;0.15 3.00 \A1;0.30 0.30 \A1;0.30 ARMADURA ACERO TECHO PLANTA POZO DE ABSORCION SECCION A – A ESC: 1:25 ESC: 1:25 \LPOZO DE ABSORCION ESC: 1:25 d 6″ d 6″ NIVEL DE TERRENO NATURAL \A1;d \S3#8;” @.25 \A1;d \S3#8;” @.25 2d3/8″, d1/4″@.15 14 x 12 cm. @ 1.00 mts. VIGUETA ANULAR d1/2″@20 d1/2″@20 d1/2″@20 d1/2″@20 d3/8″@20 d3/8″@20 d3/8″@20 d3/8″@20 d3/8″@20 15 <> 15 5 D=50cm. TAPA d1/2″@20 5 5 TAPA (60×60) TAPA (60×60) TAPA (60×60) d1/2″@20 d3/8″@20 d3/8″@20 d3/8″@20 d1/2″@20 1d1/2″ d1/2″@20 1d1/2″ d1/2″@20 d1/2″@20 d3/8″@20 d1/2″@20 15 5 .14 08 B B 08 CORTE A-A ESCALA= 1/25 TANQUE SEPTICO – PLANTA 15 <> 15 15 15 60 100 15 15 60 15 FLUJO 15 15 60 15 15 100 60 80 <> B 08 B 08 ESCALA= 1/25 POZO DE PERCOLACION -PLANTA ESCALA= 1/25 CORTE B-B 115 Nv.-80 MORTERO 30 CIMIENTO CICLOPEO ANULAR 5 5 5 5 415 5 5 5 1 ABIERTAS 5 5 5 JUNTAS VERTICALES LADRILLO DE CEMENTO(BLOQUETAS) DE SOGA CON JUNTAS VERTICALES ABIERTAS ASENTANDO CON MORTERO SUELO NATURAL 5 .50 .60 1 TIRADOR d1/2″