Detail Of Sidewalk Chute DWG Section for AutoCAD

Isometric view , plant and section of chute to be used in drainage

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

reinforced concrete, detail, building curb channel, channel, curb, compacted select material, fill, reinforcement, concrete slab, building sidewalk, senses, pin, cutting to avoid, channel separation, and sidewalk by settlement, section, grid in channel, box, channel, grid, intermediate, caulking, isometric, bap, sidewalk, building, garden

Raw text data extracted from CAD file:

0 ESCALA 1: \A1;0.11 \A1;0.21 \A1;0.10 \A1;0.10 \A1;0.11 \A1;0.21 \A1;0.07 \A1;0.17 \A1;0.17 \A1;0.07 \A1;0.34 \A1;0.48 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.07 \A1;0.34 \A1;0.07 \A1;0.48 \A1;0.08 \A1;0.02 DE CONCRETO REFORZADO REFUERZO 2 No. 3 + ALACRAN DETALLE CANAL DE ACERA DEL EDIFICIO 7.5 0.075 0.15 0.225 212 No. 2 A CADA 0.20 CANAL BORDILLO 0.11 0.21 5 A 95 % PROCTOR MODIFICADO MATERIAL SELECTO COMPACTADO RELLENO REFUERZO No. 3 LOSA DE CONCRETO ACERA DEL EDIFICIO SENTIDOS 3000 PSI REFORZADA CON No. 3 A.C. 0.30 EN AMBOS PASADOR DE CORTE PARA EVITAR ø 3/8″ a/c 0.60 SEPARACION ENTRE CANAL Y ACERA POR ASENTAMIENTO UNA CAPA MINIMA DE 0.25 REFUERZO 2 No. 3 + ALACRAN No. 2 A CADA 0.20 5 0.11 0.21 5 5 5 5 5 0.48 SECCION REJILLA EN CANAL 7.5 0.075 0.15 0.225 212 CAJA DE CANAL REFUERZO N° 3 a/c 0.15 AMBOS SENTIDOS REJILLA REFUERZO 1 N° 4 INTERMEDIO 5 5 5 5 5 5 5 5 CALAFATEO SIKA 1 E 212 5 5 ISOMETRICO REJILLA EN CANAL 7.5 0.075 0.15 0.225 212 CAJA DE CANAL REFUERZO N° 3 a/c 0.15 AMBOS SENTIDOS REJILLA REFUERZO 1 N° 4 INTERMEDIO BAP PVC ø 4″ BAP PVC ø 4″ ACERA EDIFICIO JARDIN