Horizontal Alignment Of A Road Curves Spirals DWG Block for AutoCAD

Via or road

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

right, point, north, east, azimuth, distance, deflection, def. spiral, def. circ., left, Colombian polytechnic jaime isaza cadavid, sheet :, of :, graphic scale:

Raw text data extracted from CAD file:

1 2 3 4 5 1 2 5 1 2 5 1 2 1 2 10 2 4 10 6 8 15 10 20 2 4 6 8 2.5 7.5 2.5 2.5 0.5 1 1 10 20 25 5 10 20 50 25 10 20 30 40 50 100 0.5 1 2 3 5 10 20 30 0.1 0.2 0.3 0.4 0.5 1 0.2 0.4 1 0.6 0.8 1.5 0.1 0 0.1 0.2 0.5 0.25 20 40 100 60 80 150 100 200 20 40 60 80 10 10 100 200 250 50 100 200 500 250 50 100 200 300 m 10 20 50 75 25 1 2 3 4 5 1 2 5 1 2 5 1 2 1 2 10 2 4 10 6 8 15 10 20 2 4 6 8 2.5 7.5 2.5 2.5 0.5 1 1 10 20 25 5 10 20 50 25 10 20 30 40 50 100 0.5 1 2 3 5 10 20 30 0.1 0.2 0.3 0.4 0.5 1 0.2 0.4 1 0.6 0.8 1.5 0.1 0 0.1 0.2 0.5 0.25 20 40 100 60 80 150 100 200 20 40 60 80 10 10 100 200 250 50 100 200 500 250 50 100 200 300 m 10 20 50 75 25 50 EC:K0+53.66 CE:K0+110.87 TE:K0+18.66 ET:K0+145.87 100 POT1:K0+0.00 0.00 1 Derecha 88d3’16” 16d42’41” 35.00 76.27 24.63 45.83 34.70 3.38 23.44 11.76 60.00 54d37’55” 4d46’29” 57.21 18.66 53.66 110.87 145.87 8.0 PI No 1 ELEMENTOS ALINEAMIENTO HORIZONTAL EJE 1 PUNTO NORTE ESTE AZIMUT DISTANCIA DEFLEXIÓN DEF. ESPIRAL Le Te Ee A Xc Yc Tl Tc Rc DEF. CIRC. G Lc C TE EC (PC) EE CE (PT) ET PUNTO POT1 1194812.000 842082.800 POT1 1 1194718.000 842096.000 172d0’23” 94.92 88d3’16” D 16d42’41” 60.00 35.00 76.27 24.63 45.83 34.70 3.38 23.44 11.76 54d37’55” 4d46’29” 57.21 5.00 K0+18.66 K0+53.66 K0+110.87 K0+145.87 1 200 150 TE:K0+234.96 EE:K0+269.96 ET K0+304.96 250 300 2 Derecha 28d54’53” 14d27’27” 35.00 35.53 3.03 49.27 34.78 2.93 23.41 11.74 69.35 234.96 269.96 269.96 304.96 8.0 PI No 2 2 1194683.326 841898.124 260d3’39” 200.89 28d54’53” D 14d27’27” 35.00 35.53 3.03 49.27 34.78 2.93 23.41 11.74 69.35 K0+234.96 K0+269.96 K0+304.96 2 450 600 400 350 EC:K0+453.33 CE:K0+576.10 TE:K0+418.33 ET:K0+611.10 500 550 3 Derecha 150d39’41” 16d42’41” 35.00 249.90 180.28 45.83 34.70 3.38 23.44 11.76 60.00 117d14’20” 4d46’29” 122.77 418.33 453.33 576.10 611.10 8.0 PI No 3 3 1194813.000 841521.000 288d58’32” 398.80 150d39’41” D 16d42’41” 60.00 35.00 249.90 180.28 45.83 34.70 3.38 23.44 11.76 117d14’20” 4d46’29” 122.77 5.00 K0+418.33 K0+453.33 K0+576.10 K0+611.10 3 750 850 700 650 EC:K0+762.01 CE:K0+816.18 TE:K0+727.01 ET:K0+851.18 800 4 Izquierda 85d8’53” 16d42’41” 35.00 73.35 22.63 45.83 34.70 3.38 23.44 11.76 60.00 51d43’32” 4d46’29” 54.17 727.01 762.01 816.18 851.18 8.0 PI No 4 4 1194892.000 841953.000 79d38’12” 439.16 85d8’53” I 16d42’41” 60.00 35.00 73.35 22.63 45.83 34.70 3.38 23.44 11.76 51d43’32” 4d46’29” 54.17 5.00 K0+727.01 K0+762.01 K0+816.18 K0+851.18 4 900 EC:K0+881.18 CE:K0+897.85 TE:K0+851.18 ET:K0+927.85 PF1:K0+962.70 962.70 950 5 Derecha 60d8’57” 19d19’50” 30.00 41.18 7.89 36.52 29.66 3.35 20.12 10.11 44.46 21d29’17” 6d26’37” 16.67 851.18 881.18 897.85 927.85 8.0 PI No 5 5 1195006.000 841942.000 354d29’18” 114.53 60d8’57” D 19d19’50” 44.46 30.00 41.18 7.89 36.52 29.66 3.35 20.12 10.11 21d29’17” 6d26’37” 16.67 5.00 K0+851.18 K0+881.18 K0+897.85 K0+927.85 5 PF1 1195050.000 842004.000 54d38’15” 76.026 K0+962.70 PF1 O S E E-841600 E-841600 E-841700 E-841700 E-841800 E-841800 E-841900 E-841900 E-842000 E-842000 E-842100 E-842100 E-842200 E-842200 N-1195000 N-1195000 N-1194900 N-1194900 N-1194800 N-1194800 N-1194700 N-1194700 N-1194600 N-1194600 POLITÉCNICO COLOMBIANO JAIME ISAZA CADAVID \W8.34481; INGENIERÍA CIVIL \W9.96257; DISEÑO GEOMÉTRICO DE VÍAS \W9.60417; ALINEAMIENTO HORIZONTAL CON CURVAS \W8.97607; ESPIRALES – CIRCULAR – ESPIRALES Y CURVA \W9.93376; ESPIRAL- ESPIRAL \W9.31151; LEVANTO: COMISIÓN ALJOCA \W9.30426; CALCULO: COMISIÓN ALJOCA \W9.59808; DIBUJO: COMISIÓN ALJOCA HOJA: DE: \W2.29381; ESCALA: 1:1000 FECHA : 08/ 10/ 2015 REVISÓ: RAÚL ANTONIO CARDONA ESCALA GRÁFICA :