Ride With Lock Detail Garter DWG Section for AutoCAD

A pile of 70cm diameter is shown; a coil assembly; also assemble a league locks using different diameters in steel and detailed sections .

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

cabbage., section, lock league, cms, its T. cm. central, concrete, var., its T. cm. extreme, var., stirrup helicoid, concrete template prop., helical stirrup, grout, concrete template prop., firm concrete base of electrowelded mesh, column, anlcaje

Raw text data extracted from CAD file:

\A1;400 \A1;700 \A1;250 \A1;400 \A1;0.4m \A1;8.04m \A1;50 \A1;50 \A1;6000 \A1;400 \A1;700 \A1;754 \A1;508 \A1;121 \A1;121 \A1;113 \A1;84 \A1;400 \A1;50 \A1;400 \A1;250 \A1;50 \A1;750 \A1;100 \A1;970 \A1;PB-01 0.4m x0.4m x3/4 COL. W 10×49 PLT-01 SECCION TRABE DE LIGA TL-01 25*40 cms Est. #2 @20 cm. central Concreto F’c= 250 kg/cm2 a 5 2 Var. d #4 Est. #2 @10 cm. extremo 4 Var. d #6 2 d #6 2 d #4 ESTRIBO HELICOIDALd #3 fy=4200kg/cm² d #8 fy=4200kg/cm² PLANTILLA CONCRETO CEMENTO-ARENA PROP. 1:3 12 Ø #8 fy=4200kg/cm² ESTRIBO HELICOIDAL d #3 fy=4200kg/cm² 5 250 5 2 d #6 d #6 = 3/4 d #4 = 1/2 d #5 = 5/8 d #3 = 3/8 d #2 = 1/4 d #9 = 1 1/8 d #7 = 7/8 d #8 = 1 a’ 0.4m 8.04m 3/4″ 1″ d #6 d #6 d #4 d #2 50 50 TL-01 GROUT PLANTILLA CONCRETO CEMENTO-ARENA PROP. 1:3 6000 5 5 5 5 5 5 5 5 5 5 5 NPT=+00.1724 FIRME A BASE DE CONCRETO F’c= 150kg/cm²^JREFUERZO DE MALLA ELECTROSOLDADA 6-6/10-10 COLUMNA ^JW10x49 TL-01 PB-01 ANLCAJE 5 5 TL-01 TL-01 5 5 5