Tank DWG Detail for AutoCAD

DETAIL CONSTRUCTION OF A TYPICAL CONCRETE TANK ( water reservoir)

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

section, scale:, detail, scale:, steps of, water cistern, details sections, flat bar, pl. from, pl. from, n.t.c, n.t.a., manhole, slab, Wall, slab, n.t.c, collector pool, scale:, of spills, det., Yes., det., Yes., det., manhole, hooks det., hole for, top, manhole, pipe p.v.c., flat bar, horizontal construction gasket, between interior wall, between perimeter wall, horizontal construction gasket, slab, Wall, stop, toilet, slab, toilet, Wall, stop, det., det., n.t.c, n.t.n, n.t.c, n.t.n, note

Raw text data extracted from CAD file:

A – SECCION 1/25 ESCALA: \A1;0.167 \A1;0.30 \A1;0.25 \A1;5.55 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.35 \A1;0.25 \A1;3.00 \A1;0.35 \A1;0.25 \A1;7.425 \A1;0.25 \A1;7.425 \A1;0.25 DETALLE A – 1/25 ESCALA: \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.13 \A1;0.13 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.13 \A1;0.10 \A1;0.13 \A1;0.13 \A1;0.13 \A1;5 PASOS DE 0.30=1.50 \A1;0.15 \A1;0.60 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.80 \A1;0.70 \A1;0.35 \A1;2.50 \A1;2.50 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.15 \A1;2.20 \A1;0.15 \A1;0.15 \A1;2.70 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.15 \A1;2.20 \A1;0.15 \A1;0.15 \A1;2.20 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.315 \A1;0.15 \A1;.075 \A1;.075 \A1;0.315 \A1;0.10 \A1;0.02 \A1;0.01 \A1;0.10 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.01 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.15 \A1;0.025 \A1;0.025 \A1;0.15 \A1;0.025 \A1;0.025 \A1;0.15 \A1;.05 \A1;.20 \A1;0.60 \A1;0.60 \A1;0.35 \A1;0.15 \A1;0.075 \A1;1.70 \A1;1.00 \A1;5.55 \A1;1.00 \A1;1.00 \A1;2.40 \A1;2.40 \A1;1.00 \A1;2.00 \A1;2.00 CISTERNA DE AGUA DETALLES Y SECCIONES A 73-CON-01 1/50 B 73-CON-01 1/50 NTC.+45.40 -0.909853894944888 -0.909853894944888 NTC.+45.40 d5/8″ @ 0.25 d1/2″ @ 0.25 d3/8″ @ 0.25 -0.2581087818403063 -0.2581087818403063 -0.2581087818403063 0.6409552147842419 0.6409552147842419 0.6409552147842419 5 5 5 5 5 5 5 5 d5/8″ @ 0.25 d5/8″ @ 0.25 d5/8″ @ 0.25 d5/8″ @ 0.25 d5/8″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 d1/2″@ 0.25 d1/2″@ 0.25 d1/2″ @ 0.25 d1/2″ @ 0.25 1 73-CON-01 1/25 4.060110767496944 4.060110767496944 3.80025117683936 4.060110767496944 3.875079621689736 3.875079621689736 3.875079621689736 4.060110767496944 C – 1/2″d(TIP.) L 2″x2″x3/8″ L 2″x2″x3/8″ L 1″x1″x1/8″ BARRA LISA PL. DE 3/16″ – I L 2″x2″x3/8″ PL. DE 3/16″ L 1″x1″x1/8″ 3d 3/8″ (TIP.) N.T.C +45.40 N.T.A. +45.50 L MANHOLE C C – 1/25 I – 1/10 -19.31751938628647 -19.31751938628647 -19.31751938628647 -19.31751938628647 -19.31751938628647 3d 3/8″ (TIP.) d LOSA d LOSA d MURO d LOSA d LOSA -11.83667210591671 -6.291498219612095 -11.83667210591671 -6.291498219612095 -6.291498219612095 -6.291498219612095 -6.291498219612095 -6.291498219612095 N.T.C +45.10 N.T.C +46.10 G 73-CON-01 1/25 -0.909853894944888 -6.291498219612095 -6.291498219612095 -7.678977863359229 5.197189379397855 3.337014067521096 -7.412837415720297 -7.678977863359229 -7.678977863359229 d5/8″@0.25 d1/2″@0.25 d1/2″@0.25 d5/8″@0.25 d5/8″@0.25 d5/8″@0.25 H 73-CON-01 1/25 13.02970789935702 13.02970789935702 13.02970789935702 13.02970789935702 13.02970789935702 13.02970789935702 5 5 5 5 5 5 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 K – – J 13.02970789935702 13.02970789935702 13.02970789935702 13.02970789935702 L – J – 1/25 PLANTA POZA COLECTORA ESCALA: 1/25 DE DERRAMES K – 1/25 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 d3/8″@0.20 5 5 -0.1999999999999993 -0.1999999999999993 -0.1999999999999993 -0.1999999999999993 NTN.+45.10 DET. 3 SIM. DET. 3 DET. 3 SIM. DET. 4 DET. 3 NTN.+45.10 2d3/4″ 2d3/4″ 5 5 5 5 5 .075 .075 5 5 (TIP.) 5 5 5 (TIP.) C L MANHOLE 5 (TIP.) (TIP.) GANCHOS (VER DET. 6) AGUJERO PARA 5 TAPA MANHOLE -15.01553211967132 -15.01553211967132 ~ (TIP.) .020x.020 -15.01553211967132 -15.01553211967132 – M M – 1/5 3.371258113185718 3.371258113185718 d3/8″ @0.15 d3/8″ @0.20 d3/8″ @0.20 d3/8″ @0.20 d3/8″ @0.20 d3/8″ @0.20 d3/8″ @0.20 d1/4″ @0.20 -9.957318525132358 TUBERIA P.V.C. BARRA LISA d1/2″ L – 1/25 (TIP) (TIP) 11.81025146460188 11.81025146460188 11.81025146460188 11.81025146460188 11.81025146460188 11.81025146460188 JUNTA DE CONSTRUCCION HORIZONTAL ENTRE MURO INTERIOR Y LOSA DE FONDO ENTRE MURO PERIMETRICO Y LOSA DE FONDO JUNTA DE CONSTRUCCION HORIZONTAL d LOSA d MURO STOP 8″ WATER d LOSA WATER d MURO 11.81025146460188 11.81025146460188 STOP 8″ 3 – S/E 4 – S/E DET. 2 5 5 (TIP.) (TIP.) (C/C) (C/C) DET. 5 3.371258113185718 N.T.C +45.40 N.T.N +45.10 -0.8736310581298845 (TIP.) N.T.C +45.40 N.T.N +45.10 5 (TIP.) 5 5 – 1/12.5 2 – 1/20 6 – 1/5 -0.2581087818403063 -0.2581087818403063 d1/2″@ 0.50 V-01 (0.30×0.70) -0.2581087818403063 5 5 5 d1/2″ @ 0.50 5 d5/8″@0.25 -0.2581087818403063 -0.2581087818403063 (VER NOTA 7)