Gang Diagram DWG Block for AutoCAD

TYPICAL CALENDAR OF WORK

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

masonry, Excavation foundation, cleaning, Level trace, Excavation foundation, Excavation foundation, template, Mammoth, masonry, template, Excavation drainage, Sand bed, Pipe laying, Records, Foundations, Imper in chains, Cover records, In the bed of sand the teacher decided to put it the same beginning pq in opus dara that is, Carry, Stuffed, I also modified the teacher so I would not be regressive, I also modified the teacher so I would not be regressive in two phases, Foundations, Imper in chains, Walls, Castles, Walls, Castles, Enclosures, Castles, Walls, Castles, Cramp, Enclosure slabs, steel, I.e. Conduit pipe, Concrete casting, Concrete curing, Waterproofing slabs, Brickwork, Here divided the teacher in phases as tube begins at the beginning of the steel ends with steel

Raw text data extracted from CAD file:

A 0 0 F2 Mamposteria D=1 F2 Excavacion Cimentacion limpieza Trazo y Nivelacion D=1 D=1 D=3.5 F1 excavacion Cimentacion D=1 F2 Excavacion Cimentacion F1 Plantilla D=1.5 F2 Plantilla D=1 F1 Mampo D=1 F2 Mampo D=1 F3 Mamposteria D=2 D=1 F3 Plantilla Excavacion Drenaje D=1 Cama Arena D=.069 Tendido de tubo D=1 F1 Registros D=2.5 F2 Registros D=.5 F1 Dala de Cimentacion D=3 F1 Imper en cadenas D=1 Tapa Registros D=.5 en la cama de arena decidio el profe ponerlo el mismo inicio y fin pq en opus dara que es 0 Acarreos F1 + F2 D=1.5 F1 Rellenos D=.5 F2 Rellenos D=1.5 F3 Rellenos D=1 F4+F5 Rellenos D=1 Tambien la modifico el profe para q no le quedara en regresivo Tambien la modifico el profe para q no le quedara en regresivo en dos fases F2 Dala de Cimentacion D=1.5 F2 Imper en cadenas D=.5 F1 Muros D=2 F2Muros D=3.5 F1 Castillos D=2 F3 Muros D=3 F2 Castillos D=3 F1 Cerramientos D=5.5 F3 Castillos D=.5 F4 Muros D=.5 F5 Muros D=.5 F4 Castillos D=1 F1 Cimbra D=2 F2 Cimbra D=1 Cerramiento Losas D=3.5 F1 Acero D=1 F2 Acero D=.5 I.E. Tubo Conduit D=1 Colado de Concreto D=1 Curado del Concreto D=.5 F1 Impermeabilizante Losas D=2.5 Enladrillado D=3.5 aca dividio el profe en 2 fases y como tubo empieza al iniciar la f2 del acero termina con el acero A 0 0 A 5.5 5.5 B 1 1 A 2 2 A 2 4 A 6.5 6.5 A 7.5 8.5 A 6.5 6.5 A 6.5 6.5 A 7.5 7.5 A 7.5 7.5 A 9 10 A 9.5 9.5 A 8.5 9.5 A 11 12 A 11.5 12.5 A 12 13 A 9.5 9.5 A 9.5 10.5 A 11 12 A 12 13 A 13 14 A 11 11 A 14 14 A 12.5 14 A 12 12 A 16 17.5 A 17.5 17.5 A 20.5 20.5 A 21 26.5 A 20.5 26 A 26 26 A 26.5 26.5 A 27 27.5 A 27.5 27.5 A 29.5 29.5 A 30.5 33 A 33 33 A 34 34 A 34.5 35 A 35 35 A 36 36 A 36.5 36.5 A 38.5 38.5 A 42.5 42.5