Foundation Of High Tank DWG Detail for AutoCAD

Construction details of elevated tank foundation.

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

to grow, people of the states, of c.v., structural plant, trace plant ramp, scale, construction joints, mt., expansion joints, mt., forged floors, Wall, Wall, Wall, Wall, excavation plant, scale, compacted soil, tensor, pedestal, bolts, grade, dipstick, diagonals, its T. corrugated, scale., n.p.t., compacted, floor, elevated tank, compacted soil, tensor, pedestal, bolts, grade, cement floor, dipstick, diagonals, scale, pedestal foot lift pedestal, note, select bank material, compacted to that of the comparison proctor, see note, scarified soil compatible with, see note, scale, its T., pedestal foot, scale, pedestal, angular support, bolts, grade, bevel, scale, det. bevel, bevel, scale, its T., grill detail, parallel, length of est., quantity, uni, tensor, pedestal, pedestal, scale, pedestal foot lift pedestal, tensile armor detail, scale, its T., tensor, length of est., quantity, uni, scale, det. bevel, bevel, scale, bolts, pin detail, scale, Plates, plate detail, of smooth sheet, manufacture, drilling, ordinary nuts, washer, of rebar, grade, self leveling grout, detail of bolt plate manufacture for high tank

Raw text data extracted from CAD file:

\W0.95;EL \W1.035;G O B I E R N O D E \T1.05;M\T0.95; I N I S T E R I O\T1; \T0.95;D E\T1; \T0.95;E D U C A C I O N \W1.11;UNÁMONOS PARA CRECER \W0.95;S \W0.95;A \W0.95;L \W0.95;V \W0.95;A \W0.95;D \W0.95;O \W0.95;R \W1.25;U \M+1819A \M+1819A \W1.025;DEL PUEBLO DE LOS ESTADOS \W1.025;UNl\H1.0448x;DOS DE AMÉR\H0.95709x;l\H1.0448x;CA \W1.15;N \W1.15;l \W1.25;T \W1.25;E \W1.15;D \W1.15;S \W1.15;S \W1.25;E \W1.25;E \W1.15;N \W1.25;T \W1.25;T \W1.15;l \W1.15;N \W1.15;N \W1.15;N \W1.15;N \W1.25;A \W1.25;A \W1.25;A \W1.25;A \W1.25;T \W1.25;T \W1.25;T \W1.25;E \W1.25;E \W1.25;E \W1.25;E \W1.15;D \W1.15;l \W1.25;G \W1.25;C \W1.15;Y \W1.25;R \W1.15;O \W1.25;L \W1.25;L \W1.15;O \W1.15;V \W1.25;P \W1.05;M \W1.29323; \T1.32000;I N G E N I E R O S, \W1.29323; \T1.32000;S.A. de C.V. PLANTA DE CUBIERTA Y DETALLES ESTRUCTURALES CANCHA TECHADA S W N E \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.60 \A1;9.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.50 \A1;5.50 \A1;5.60 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;12.30 \A1;1.60 \A1;2.50 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;16 \A1;15 \A1;14 \A1;13 \A1;12 \A1;11 \A1;10 \A1;9 \A1;8 \A1;7 \A1;6 \A1;5 \A1;4 \A1;3 \A1;2 \A1;1 \W0.86719; S 5 5 5 902.20 902.20 902.20 902.20 902.20 902.20 902.20 902.20 ELEV=426.07 ELEV=426.79 ELEV=427.51 ELEV=428.23 ELEV=428.93 ELEV=426.07 S=8.00% S=8.00% S=8.00% S=8.00% SF-R SF-R SF-R SF-R SF-R SF-R SF-R SF-R SF-R PLANTA DE TRAZO RAMPA ESCALA 1:50 ELEV=427.41 5 5 JUNTAS DE CONSTRUCCION @ 9.00 mt. JUNTAS DE DILATACION @ 1.50 mt. 5 5 5 5 GRADAS FORJADAS 5 MURO MR-A 5 MURO MR-A 5 MURO MR-A 5 MURO MR-A Elev=428.93 5 5 5 5 5 5 5 5 5 5 5 \A1;0.25 \A1;0.65 \A1;0.25 \A1;1.30 \A1;0.25 \A1;1.05 \A1;1.20×1.20 \A1;. \A1;0.20 \A1;0.25 0.87 2.30 0.83 0.85 4.00 8.15 2.30 1.85 2.30 0.85 \A1;0.25 \A1;1.05 \A1;1.20×1.20 \A1;. \A1;0.20 \A1;0.30 \A1;1.30 \A1;1.40 \A1;0.20 \A1;2.70 \A1;0.25 \A1;2.10 \A1;0.25 \A1;0.40 \A1;0.68 \A1;0.40 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.10 \A1;0.10 \A1;0.02 \A1;0.13 \A1;0.35 \A1;0.35 \A1;1.20 \A1;1.20 \A1;L=1.10 \A1;B=1.10 \A1;0.25 \A1;0.25 \A1;. \A1;1.20×1.20 \A1;1.20×1.20 \A1;1.10 \A1;0.25 \A1;3.65 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.02 \A1;0.13 \A1;0.47 \A1;0.17 \A1;0.07 \A1;0.06 \A1;0.18 \A1;0.06 \A1;0.18 \A1;0.06 \A1;0.06 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.25 902.20 902.20 902.20 902.20 902.20 902.20 902.20 902.20 Z-1 PE T-1 A B 1 2 A B 2 PLANTA DE EXCAVACION ESCALA 1:20 5 5 SUELO COMPACTADO SUELO COMPACTADO 8No4 @± 0.155 8No4 @± 0.155 <>x1.20 TENSOR PEDESTAL 2 No5 2 No5 PL 0.30×0.30×1/4″ 4 PERNOS No5 GRADO 60 . 0.05 L 4″x4″x1/4″ L 2 1/2″x 2 1/2″x 1/4″ 5 VARILLA No5 DIAGONALES 3/16″ 5 4 No4 EST. d 7.01mm CORRUGADO @ 0.15 5 5 5 ESCALA. 1:12.5 T-1 N.P.T. COMPACTADO SUELO 5 (L=0.60) 1 5 5 5 5 TANQUE ELEVADO 5 5 5 5 5 5 5 5 SUELO COMPACTADO SUELO COMPACTADO 8No4 @± 0.155 8No4 @± 0.155 <>x1.20 TENSOR PEDESTAL 2 No5 2 No5 PL 0.30×0.30×1/4″ 4 PERNOS No5 GRADO 60 . 0.05 SUELO CEMENTO 20:1 L 4″x4″x1/4″ L 2 1/2″x 2 1/2″x 1/4″ 5 VARILLA No5 DIAGONALES 3/16″ ESCALA 1:25 ELEVACION DE ZAPATA Y PEDESTAL PE 5 5 (L=0.60) 1.40 5 NOTA 1: MATERIAL SELECTO DE BANCO COMPACTADO AL 90% DEL PROCTOR DE COMPARACIÓN 5 5 5 5 5 5 5 VER NOTA 1 SUELO ESCARIFICADO COMPATADO AL 90% VER NOTA 1 4 No5 ESCALA 1:12.5 EST. No3 @ 0.15 PEDESTAL PE 5 5 ESCALA 1:12.5 EN PEDESTAL PE APOYO DE ANGULAR 5 5 5 5 4 PERNOS No5 PL 0.30×0.30×1/4″ L 4″x4″x1/4″ 3/16″ GRADO 60 (L=0.60) 2 CARTABÓN 3/16″ ESCALA 1:2 DET. CARTABÓN 5 5 5 5 CARTABÓN 3/16″ 4 No5 ESCALA 1:12.5 EST. No3 @ 0.15 8-PEDESTAL PE 5 5 5 5 L=<> B=<> 8No4 @± 0.155 DETALLE DE PARRILLA Z-1 PARALELO A “L” PARALELO A “B” Z-1 PE Z-1 PE Z-1 PE Z-1 PE Z-1 PE Z-1 PE Z-1 PE T-1 T-1 T-1 T-1 T-1 T-1 8No4 @± 0.155 5 5 LOGITUD DE EST. CANTIDAD 1.15m 64 UNI 8No4 @± 0.155 8No4 @± 0.155 <>x1.20 TENSOR PEDESTAL 2 No5 2 No5 . 0.05 8No4 @± 0.155 8No4 @± 0.155 <>x1.20 PEDESTAL 2 No5 2 No5 ESCALA 1:25 ELEVACION DE ZAPATA Y PEDESTAL PE 5 5 5 DETALLE DE ARMADURIA DE PEDESTAL,ZAPATAY TENSOR 4 No4 ESCALA 1:12.5 EST. 7.01mm @ 0.15 TENSOR T-1 LOGITUD DE EST. CANTIDAD 0.75m 176 UNI 5 5 5 5 ESCALA 1:2 DET. CARTABÓN 5 5 5 5 CARTABÓN 1/4″ 5 5 5 ESCALA 1:25 32 PERNOS DE 64cm DETALLE DE PERNO 5 5 5 5 5 5 5 5 ESCALA 1:25 8 PLACAS DE 0.30X0.30X1/4″ DETALLE DE PLACA DE LAMINA LISA A=36 A FABRICAR PERFORACION DE 11/16″ 32 TUERCAS ORDINARIAS 32 ARANDELA DE VARILLA CORRUGADA GRADO 60 GROUT AUTONIVELANTE GROUT AUTONIVELANTE ELEV=428.88 5 5 ELEV=428.88 DETALLE DE PLACA Y PERNO A FABRICAR PARA TANQUE ELEVADO