Road Junction Standard Highway Sign DWG Block for AutoCAD

Road junction Standard Highway Sign –

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

lng: from the mote, sergio, topography: undulated, category of the road ii and iii, data:, maximum speed, stop, category iii, branch i, branch iv, category ii, branch iii, branch ii, references, category ii, category iii, velocity diagram, distribution diagram

Raw text data extracted from CAD file:

\A1;45 \A1;35 \A1;65 \A1;55 \A1;45 \A1;55 \A1;55 \A1;35 \A1;30 \A1;6 \A1;55 \A1;55 \A1;35 55 \A1;55 \A1;35 \A1;55 \A1;75 \A1;75 45 Radio de curva 35mts. Retranqueo de curva 0.7mts. Long. transición curva 30mts. Radio de curva 45mts. Retranqueo de curva 0.7mts. Long. transición curva 35mts. 35 lng: De La Mota , Sergio 3-4 1-1 \fArial|b1|i0|c0|p34;Intersección Topografía: Ondulada Categoría del Camino II y III DATOS: R 1-1 R 1-2 80 VELOCIDAD MAXIMA R 3-9, R 1-9 1-4 1-3 R 1-4, R 4-4, R3-4 R 1-3, R 4-3 VELOCIDAD MAXIMA 60 R 4-4 40 VELOCIDAD MAXIMA R 1-5 1-5 R 1-7 35 VELOCIDAD MAXIMA R 1-11 PARE R 3-9, R 1-9 R 3-8, R 4-8 Radio de curva 45mts. Retranqueo de curva 0.7mts. Long. transición curva 35mts. 4-5 5 4-4 4-1 4-3 4-6 5 Radio de curva 40mts. Retranqueo de curva 0.7mts. Long. transición curva 30mts. 45 \fTimes New Roman|b1|i0|c0|p18; \LSEÑALES VERTICALES \l \fTimes New Roman|b0|i0|c0|p18;REFERENCIAS: 55 1-11 5 35 5 3-8 5 3-9 3-7 3-10 55 5 3-9 3-10 3-11 N 5 55 5 5 5 CATEGORIA III Rama I Rama IV CATEGORIA II 1-7 1-10 1-9 1-2 Rama III CATEGORIA II Rama II CATEGORIA III Referencias 12 y 9 de 60 a 35 km/h Distribucion direccional = 50 / 50 5 = Q5 = 163 v/d = 65 % 6 = Q6 = 35 v/d = 15 % 11 = Q11 = 64 v/d = 59 % 12 = Q12 = 25 v/d = 22 % 1 = Q1 = 24 v/d = 18 % 2 = Q2 = 85 v/d = 62 % 3 = Q3 = 28 v/d = 20 % 4 = Q4 = 50 v/d = 20 % 7 = Q7 = 18 v/d = 25 % 8 = Q8 = 38 v/d = 50 % 9 = Q9 = 19 v/d = 25 % 10 = Q10 = 20 v/d = 19 % 75 75 Referencias ( vehic. liv. equivalentes ) 4 12 1 5 6 3 2 11 10 Categoría II RAMA I ( i = -3% ) RAMA IV ( i = 2 % ) 5 6 4 10 11 12 RAMA III ( i = -2 % ) Categoría III 1 2 3 Categoría III DIAGRAMA DE VELOCIDADES 7 8 9 Categoría II 7 RAMA II ( i = 3 % ) 9 8 DIAGRAMA DE DISTRIBUCION 3 y 6 de 60 a 40 km/h 11 , 8 , 5 y 2 pasan a 60 km/h 10 , 4 , 1 y 7 de 0 a 60 km/h 13 14 16 15 17 18 19 20 14 y 17 de 60 a 35 km/h 20 y 16 de 60 a 40 km/h 13, 15, 16 y 18 de 40 a 60 km/h 19 de 60 a 80 km/h