Gasoline Station ;Installation Of Tanks DWG Block for AutoCAD

Excavation and installation of tanks for storage in gasoline station

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

exit, double wall tank, top view, concrete, equilateral painted triamgulo, black for identification, registration and cover, stopper with insurance, registration and lid, hermetic, seal, bentonite, granulated, bottom plug, threaded, slotted in workshop, with, from the bottom, storage tank plant, filling material, natural terrain, observation well, belts, tensioner, steel cable, front cutting of storage tanks, well of abservation, lateral cutting of storage tanks, anchors, concrete slab

Raw text data extracted from CAD file:

\A1;0.50 \A1;5.97 \A1;0.50 \A1;7.20 \A1;0.50 \A1;14.67 \A1;2.62 \A1;0.92 \A1;2.63 \A1;1.22 \A1;1.70 \A1;1.30 \A1;1.80 \A1;1.68 \A1;0.80 \A1;4.40 \A1;0.50 \A1;3.40 \A1;0.50 \A1;0.30 \A1;0.30 \A1;3.80 \A1;0.30 \A1;3.40 \A1;0.90 \A1;0.20 \A1;4.80 \A1;0.50 \A1;5.97 \A1;0.50 \A1;7.20 \A1;0.50 \A1;14.67 \A1;2.62 \A1;0.92 \A1;2.63 \A1;1.22 \A1;1.70 \A1;1.30 \A1;1.80 \A1;1.68 \A1;0.80 \A1;0.50 \A1;0.30 \A1;3.09 \A1;1.20 \A1;0.20 7 8 9 6 5 4 3 2 1 SALIDA TANQUE DOBLE PARED PEND 1.5 % VISTA SUPERIOR CONCRETO TRIAMGULO EQUILATERO PINTADO DE NEGRO PARA IDENTIFICACION REGISTRO Y CUBIERTA TAPON CON SEGURO REGISTRO Y TAPA HERMETICO SELLO DE BENTONITA GRANULADA .60 TUBO DE 4″ 1.50 ( MAXIMO ) TAPON INFERIOR ROSCADO RANURADO EN TALLER, CON 1.50 MTS. MAXIMO RANURAS DE 1 MM. A DE LA PARTE INFERIOR 61 CM. ( 24″ ) MINIMI POR DEBAJO DEL TANQUE PEMEX MAGNA: 40 M3 PEMEX PREMIUN: 60 M3 PLANTA DE TANQUES DE ALMACENAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CINCHOS DE 1/4 x 4″ MATERIAL DE RELLENO TERRENO NATURAL POZO DE OBSERVACION 5 5 5 5 5 5 5 5 5 5 5 5 LOZA DE CONCRETO ARMADO DE .20 CMS. MATERIAL DE RELLENO TERRENO NATURAL CINCHOS TENSOR CABLE DE ACERO TRABE DE CONCRETO DE .30 x .50 COLCHON DE ARENA DE .30 CMS. 6 # 4 E # 3 @ 20 F’C = 210 kg./cm2 CORTE FRONTA DE TANQUES DE ALMACENAMIENTO POZO DE ABSERVACION CORTE LATERAL DE TANQUES DE ALMACENAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F’C = 210 kg./cm2 E # 3 @ 20 6 # 4 TRABE DE CONCRETO DE .30 x .50 ANCLAS COOL ROOL DE 1″ TENSOR CINCHOS SOLERA DE 1/4 x 4″ POZO DE OBSERVACION TERRENO NATURAL COLCHON DE ARENA DE .30 CMS. LOZA DE CONCRETO