Grave DWG Block for AutoCAD

Grave for load ramps and discharge in storehouse

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

esc., concrete template, retaining wall, trench, existing, slope, outer wall cloth, pit plant, retaining wall, projection of, existing trench, pit isometric, polished finish, interior face of frame, frame of pit, type, variable, frame, dock bumper, foot stop, to fix the stop, welded to the angle, adjust in field

Raw text data extracted from CAD file:

N.T.N. ±0.00 A %%126 N.P.T. ±0.00 \A1;2116mm \A1;[6′-11 3/8″] \A1;2184mm \A1;[7′-2 1/16″] \A1;150mm \A1;[5 15/16″] \A1;495mm \A1;[1′-7 1/2″] \A1;200mm [7 7/8″] \A1;150mm \A1;[5 15/16″] \A1;508mm \A1;[1′-8″] \A1;102mm \A1;[4″] \A1;81mm \A1;[3 3/16″] \A1;150mm \A1;[5 15/16″] \A1;68mm \A1;[2 11/16″] \A1;2116mm \A1;[6′-11 3/8″] \A1;2184mm \A1;[7′-2 1/16″] \A1;2180mm \A1;[7′-1 7/8″] \A1;1880mm \A1;[6′-2 1/16″] \A1;150mm \A1;[5 15/16″] \A1;150mm \A1;[5 15/16″] \A1;150mm \A1;[5 15/16″] \A1;81mm \A1;[3 3/16″] \A1;300mm \A1;[11 13/16″] \A1;68mm \A1;[2 11/16″] \A1;500mm \A1;[1′-7 11/16″] \A1;1880mm \A1;[6′-2 1/16″] \A1;2184mm \A1;[7′-2 1/16″] \A1;300mm [11 13/16″] \A1;495mm \A1;[1′-7 1/2″] \A1;150mm \A1;[5 15/16″] \A1;150mm \A1;[5 15/16″] \A1;1880mm \A1;[6′-2 1/16″] \A1;2180mm \A1;[7′-1 7/8″] \A1;VARIABLE \A1;305mm \A1;[1′] \A1;178mm \A1;[7″] \A1;229mm \A1;[9″] \A1;508mm \A1;[1′-8″] ESC. 5 5 ZAPATA Z-1 5 5 5 F’C= 100 KG/CM2 PLANTILLA DE CONCRETO 50mm ESPESOR @ 250 (PERIMETRO) BARBAS #6 5 SECCION 1 1:20 MURO DE CONTENSION TRINCHERA EXISTENTE 5 5 L4x4x1/4 PENDIENTE 5 5 N.P.T. 1597.00 5 PAÑO EXTERIOR DE MURO PENDIENTE 2% ESC. PENDIENTE 2% MARCO PARA FOSA L4x4x1/4 N.P.T. 1597.00 5 5 5 5 5 5 5 5 PLANTA DE FOSA 1:20 MURO DE CONTENCION PROYECCION DE 1 TRINCHERA EXISTENTE 5 MURO DE CONTENSION PROYECCION DE 5 2 PAÑO EXTERIOR DE MURO ISOMETRICO DE FOSA ESC. 1:20 5 5 5 5 L4X4X1/4 ACABADO PULIDO \A1;[7′-2 7/16″] \A1;2194mm L= 2252 %%126 L= 2239 %%126 N.P.T. 1597.00 CARA INTERIOR DE MARCO REDONDO LISO OS 13mm Ø 5 90°mm MARCO DE FOSA L4X4X1/4 @ 500mm ANCLA AN-2 %%126 TIPO 5 5 5 5 N.P.T. 1597.00 VARIABLE 50mm ESPESOR PLANTILLA DE CONCRETO F’C= 100 KG/CM2 L4x4x1/4 MARCO 1:20 SECCION 2 ESC. 50mm ESPESOR PLANTILLA DE CONCRETO F’C= 100 KG/CM2 MURO DE CONTENCION 1# 2.5@200 BARBAS #6 @ 250 (PERIMETRO) 1:20 REFUERZO SECCION 1 ESC. F’C= 100 KG/CM2 PLANTILLA DE CONCRETO 50mm ESPESOR ESC. REFUERZO SECCION 2 1:20 1# 2.5@200 DOCK BUMPER TORNILLO 5/8″ X 4″ TOPE DE ANDEN PARA FIJAR EL TOPE 5 5 5 SOLDADO AL ANGULO 90° 5 TIPO AJUSTAR EN CAMPO (LI 102X6) 5