Shredder DWG Detail for AutoCAD

Shredderr plane level detail

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

Even more, Side spillway, Rectangular channel, variable, cut, Even more, concrete, Even more, Concrete, cut, concrete, cut, concrete, cut, steel, In both directions, M. M., Of iron, variable, cut, Water stop joint, Metal gate of, M. M., Of iron, Rectangular section, Protection fencing, to the river, to the river, Min, Shredder, Rectangular section, Side spillway, Protection, Rectangular section, Floor plan, Concrete, scale, Reinforced concrete, Cyclopean concrete p.m, Min stone Particularly in terms of, Technical specifications, Water stop joint, to the river, Steel

Raw text data extracted from CAD file:

\A1;0.55 \A1;0.20 \A1;0.86 \A1;0.50 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.20 \A1;Variable \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.60 \A1;0.10 \A1;0.40 \A1;0.10 \A1;1.60 \A1;0.15 \A1;0.70 \A1;1.60 \A1;45° \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.70 \A1;0.80 \A1;0.15 \A1;0.70 \A1;1.00 \A1;0.75 \A1;0.35 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.20 \A1;Variable \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.10 \A1;0.55 \A1;0.20 \A1;0.50 \A1;0.10 \A1;0.30 \A1;0.60 \A1;0.51 \A1;2.36 \A1;0.78 \A1;1.15 \A1;0.30 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.54 \A1;0.50 \A1;0.20 \A1;0.65 \A1;0.22 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.80 \A1;0.20 \A1;45° \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.30 \A1;1.41 \A1;0.10 \A1;0.50 \A1;2.07 \A1;1.00 \A1;0.50 \A1;1.80 \A1;0.20 \A1;20° \A1;1.00 \A1;1.16 \A1;1.50 \A1;1.50 \A1;1.41 \A1;0.86 \A1;0.51 \A1;0.34 \A1;0.15 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.25 5 1.00 0.75 Cota = 3588.75 msnm ALIVIADERO LATERAL Canal rectangular s= 0.2 % 5 5 5 5 5 Variable 5 CORTE B – B 5 5 f’c=175 kg/cm2 Cota = 3588.95 msnm Concreto f’c=175 kg/cm2 Cota = 3588.50 msnm 5 5 5 Concreto f’c=140 kg/cm2 + 30% P.M s= -1.5 % CORTE D – D 5 0.55 5 5 5 0.30 0.60 Concreto f’c=175 kg/cm2 CORTE C – C CORTE A-A \H0.6x;\lESC. 1/50 Concreto f’c=175 kg/cm2 5 5 s= 0.2 % 5 s= -1.0 % CORTE E – E 1.15 5 5 5 5 5 5 5 Acero d 3/8″ @ 0.20 m en ambas direcciones 0.65 5 5 5 5 0.55 5 b=0.40 m. h=0.30 m. 5 0.50 5 5 5 de 3/16″ plancha de 0.5 x 0.3 m x 1/4″ 5 Variable 5 5 5 5 0.10 5 5 CORTE F – F 5 5 5 5 5 \LCORTES \lESC. 1/50 Q F’ c= 175 kg/cm2 Junta Water stop de 4″ Compuerta Metalica c/izaje de 0.50 x 1.05 Compuerta metalica c/izaje de 0.50 x 1.05 b=0.40 m. h=0.30 m. de 3/16″ plancha de 0.5 x 0.3 m x 1/4″ 1.60 0.15 5 F F Seccion Rectangular s= 0.2 % 5 5 e = 0.40 Enrocado de proteccion s=-1.0% E AL RIO 5 5 5 5 5 B D AL RIO S min = -1.5 % 5 DESARENADOR E B seccion rectangular 5 5 C s= 4.5 % 5 5 5 D ALIVIADERO LATERAL C 5 5 e = 0.50 En rocado de proteccion s= 0.2 % 5 5 5 Seccion rectangular PLANO DE PLANTA Concreto f’c=140 kg/cm2 + 30 % P.M ESCALA 1/50 Concreto Armado f’c= 175 kg/cm2 fy= 4200 kg/cm2 Concreto Ciclopeo f’c= 140 kg/cm2 + 30% P.M Piedra de e = 8″ min. ascentada en concreto de ESPECIFICACIONES TECNICAS Junta de Water Stop de 4″ 5 5 140 kg/m2 5 5 5 5 5 5 5 A A 5 5 5 5 5 AL RIO \LCORTES \lESC. 1/50 5 5 5 5 5 5 \A1;0.40 ACERO DE Ø3/8″ @ 0.20 ACERO DE Ø3/8″ @ 0.60 ACERO DE Ø3/8″ @ 0.20 ACERO DE Ø3/8″ @ 0.60 ACERO DE Ø3/8″ @ 0.20 ACERO DE Ø3/8″ @ 0.40 ACERO DE Ø3/8″ @ 0.20 ACERO DE Ø3/8″ @ 0.60 ACERO DE Ø3/8″ @ 0.40 ACERO DE Ø3/8″ @ 0.20 ACERO DE Ø3/8″ @ 0.40 ACERO DE Ø3/8″ @ 0.20 5 5 5