Longitudinal Profile DWG Block for AutoCAD

This file shown contains the longitudinal profile of a road axis with their respective elements curve; has also progressive in their respective stakes .

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

vertex, progressive, progressive box, curve element box, curve, angle, stroke of the axis of road in plant, esc:, curve element box, curve, angle, curve element box, curve, angle, quota, esc:, quota, esc:, quota, esc:, distance, esc:, cut, distance, esc:, distance, esc:, cut, pending, kind, cut, pending, kind, cut, pending, kind

Raw text data extracted from CAD file:

54°28’55” 28°19’59” 93°10’44” 52°21’58” 46°41’46” 44°49’22” 64°28’26” B A 5 5 5 5 5 5 5 PC1 00 + 20 + 2.81 A A 00 + 00 + 0.00 PT2 00 + 47 + 9.27 PT1 00 + 29 + 2.81 PC2 00 + 36 + 5.43 PC3 00 + 62 + 3.99 PT3 00 + 73 + 3.47 PT4 01 + 26 + 1.30 PC4 01 + 02 + 14.73 PC5 01 + 34 + 12.99 PT5 01 + 50 + 4.75 PC6 01 + 56 + 10.68 PT7 01 + 78 + 5.85 PT6 01 + 69 + 5.59 PC7 01 + 74 + 12.57 3 3 2 2 1 1 B 01 + 84 + 4.45 C1 C2 C3 C4 C5 C6 C7 B 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 3960 3920 3910 3900 3890 3880 3930 3930 3930 3930 3930 3930 3930 N 62400 N 62200 E 62000 E 61800 E 61600 E 111000 N 110800 N 110600 N 110400 N 110200 N 111200 N 111600 N 61800 E 61600 E 62400 N 62200 E 62000 E 110200 N 110000 N 111400 N 111000 N 110800 N 110600 N 110400 N 111200 N 111600 N VERTICE PROGRESIVA A PT1 PC2 PT2 PC3 PT3 PC4 PT4 PC5 PT5 PC6 PT6 B 00 + 29 + 2.81 00 + 36 + 5.43 00 + 47 + 4.27 00 + 62 + 3.79 00 + 73 + 3.46 01 + 02 + 14.73 01 + 26 + 1.30 01 + 34 + 12.96 01 + 50 + 4.75 01 + 56 + 10.68 01 + 69 + 5.59 01 + 74 + 12.57 00 + 00 + 0.00 CUADRO DE PROGRESIVAS CUADRO DE ELEMENTOS DE CURVA CURVA RADIO(m) ANGULO (\U+03B1) T (m) Lc (m) C1 C2 C3 C4 C5 C6 182 70 120 278 194 111 28°22’00” 93°11’00” 52°22’00” 46°42’00” 44°49’00” 64°28’25” 46.00 74.00 59.00 120.00 80.00 70.00 90.11 113.84 109.67 226.57 151.76 124.91 TRAZO DEL EJE DE CARRETERA EN PLANTA ESC: 1 / 2000 C7 35 54°26’00” 18.00 33.25 CUADRO DE ELEMENTOS DE CURVA CURVA RADIO(m) ANGULO (\U+03B1) T (m) Lc (m) CUADRO DE ELEMENTOS DE CURVA CURVA RADIO(m) ANGULO (\U+03B1) T (m) Lc (m) PC1 00 + 20 + 2.81 01 + 78 + 5.85 01 + 84 + 4.45 PC7 PT7 111400 N 111800 N COTA (m.s.n.m.) ESC: 1/400 COTA (m.s.n.m.) ESC: 1/400 COTA (m.s.n.m) ESC: 1/400 CL CL CL 3690 3692 3694 3696 3698 3700 3702 3688 3686 3684 3682 3676 3678 3680 7.68 10.09 14.39 19.06 24.15 28.62 33.40 DISTANCIA (m) ESC: 1/400 5.40 9.83 13.28 15.78 17.06 32.35 3692 3694 3696 3698 3700 3702 3690 3688 3686 3690 3689.5 3686 3684 3682 3676 3678 3680 3688 3674 3672 3666 3668 3670 3664 3676 1.87 9.17 18.27 26.34 4.89 11.74 18.72 26.76 31.49 26.04 21.68 14.29 9.15 5.98 3.13 3.28 9.00 12.83 18.30 23.58 29.63 0 0 0 CORTE 1 – 1 CORTE 2 – 2 CORTE 3 – 3 DISTANCIA (m) ESC: 1/400 DISTANCIA (m) ESC: 1/400 CORTE 1 – 1 PENDIENTE 41.46 % TIPO II CORTE 2 – 2 PENDIENTE 28.64 % TIPO CORTE 3 – 3 PENDIENTE 42.88 % TIPO II II 3674 3672 3670 3668 3666 3684 3682 3680 3678 3676 3662 3660 3658 3656 3654 3950 3940 3930 3920 3910