Highway Project DWG Full Project for AutoCAD

Plant with contours, black line, red line, line of zeros – road profiles, cross-sectional and longitudinal, parabolic curve

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

profile black line, profile red line, berm, lane, gutter, cross section first section ln, cross section second section ln, cross section end point ln, slope, cross section end point lr, abscissa, black cota, profile via, red , parabolic curve, alignment

Raw text data extracted from CAD file:

31° 1820 1814 1816 1818 1812 1822 1824 1826 1814 1816 1838 1842 1830 1818 1832 1822 1834 1836 1824 1826 1828 1844 1846 1828 1830 1832 1834 1850 1852 1836 1854 1856 1860 1862 1864 1866 1868 1870 1838 1840 1858 1842 1846 1848 1850 1870 1868 1864 1866 1862 1860 1856 1852 1854 1858 1848 1840 1844 2,00 1,00 2,00 1,00 2,00 1,00 2,00 1,00 1,34 0,88 20° G A I T E I C U N C D V R E S I A D E L O R 9 E S R 1 O C V I I 4 5 E A S B R A C M O I O A Y R C M A A N N I D U E D 0,70 0,50 2,00 3,50 3,50 2,00 0,70 0,50 0,70 0,50 2,00 3,50 3,50 2,00 0,70 0,50 N E NO NE SE O SO S K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 1816 1820 1822 1824 1826 1818 1828 1830 1832 1834 1836 1838 1840 1842 1844 1846 1848 1850 1852 1854 1856 1858 1860 1862 1864 1866 1868 1870 1872 1874 1876 1878 1880 1882 1884 K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 1816 1820 1822 1824 1826 1818 1828 1830 1832 1834 1836 1838 1840 1842 1844 1846 1848 1850 1852 1854 1856 1858 1860 1862 1864 1866 1868 1870 1872 1874 1876 1878 1880 1882 1884 K 3.60 K 3.80 K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 1816 1820 1822 1824 1826 1818 1828 1830 1832 1834 1836 1838 1840 1842 1844 1846 1848 1850 1852 1854 1856 1858 1860 1862 1864 1866 1868 1870 1872 1874 1876 1878 1880 1882 1884 K 3.60 K 3.80 1.339999999999989 0.875 5 5 5 5 5 5 5 5 5 5 5 5 5 1821.56 K+0 5 5 5 5 1822.73 1828.92 1831.05 5 5 1833.16 5 1835.70 5 5 5 5 1837.33 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 K+0. 20 K+0. 40 K+0. 60 K+0. 80 100 120 140 K+ 160 180 200 220 260 280 300 320 340 360 380 1825.65 K+ K+ K+ 1841.16 K+ 5 1842.96 K+ 1845.30 K+ 1849.23 K+ 1851.34 K+ 1853.68 K+ 1854.93 K+ 1857.26 K+ 1859.27 K+ 1860.91 K+ 1861.59 389.59 K+ K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 1816 1820 1822 1824 1826 1818 1828 1830 1832 1834 1836 1838 1840 1842 1844 1846 1848 1850 1852 1854 1856 1858 1860 1862 180 K+ 200 K+ 220 K+ 240 K+ 1847.58 260 K+ 280 K+ 300 K+ 320 K+ 340 K+ 360 K+ 380 K+ 395.72 K+ 240 K+ K 3.60 K 3.80 K 4.00 K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 1816 1820 1822 1824 1826 1818 1828 1830 1832 1834 1836 1838 1840 1842 1844 1846 1848 1850 1852 1854 1856 1858 1860 1862 K 3.60 K 3.80 K 4.00 PERFIL LINEA NEGRA PERFIL LINEA ROJA ESC: 1/2500 ESC:1/250 PEND 1.5% PEND 1% PEND 1% PEND 1.5% Berma Carril Berma Carril Cuneta Cuneta CORTE TRANSVERSAL 0 L.N. CORTE TRANSVERSAL PRIMER TRAMO L.N. CORTE TRANSVERSAL SEGUNDO TRAMO L.N. CORTE TRANSVERSAL PUNTO FINAL L.N. ESC: 1/2500 ESC:1/250 Talud 2.0 1.0 Talud 2.0 1.0 CORTE TRANSVERSAL 0 L.R. CORTE TRANSVERSAL PUNTO FINAL L.R. CORTE TRANSVERSAL CURVA 1 Talud 2.0 1.0 CORTE TRANSVERSAL CURVA 2 5 Talud 2.0 1.0 5 PC1 PI1 PT1 5 ABCISAS COTA NEGRA PERFIL VIA K 0.00 1821.56 1822.73 1825.65 1828.92 1831.05 1833.16 1835.70 1837.33 1841.16 1854.93 1842.96 1857.26 1845.30 1847.58 1849.23 1851.34 1853.68 1859.27 1860.91 1861.59 1820 K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 K 3.60 K 3.80 K389.59 K 0.00 ABCISAS COTA ROJA 1820.97 1822.43 1825.45 1828.72 1831 1834.05 1835.86 1837.67 1841.16 1853.89 1842.96 1855.66 1845.30 1847.47 1848.89 1850.21 1853.68 1856.74 1858.24 1860 1820 K 0.20 K 0.40 K 0.60 K 0.80 K 1.00 K 1.20 K 1.40 K 1.60 K 1.80 k 3.20 K 2.00 K 3.40 K 2.20 K 2.40 K 2.60 K 2.80 K 3.00 K 3.60 K 3.80 K395.72 K 0.00 +8% +8% +8% +8% 1821.65 1820 1823.25 1824.85 1826.45 1828.05 1829.65 1831.25 1832.85 1834.45 1845.65 1843.88 1847.25 1845.30 1839.25 1840.85 1842.45 1844.05 1848.85 1850.45 1851.70 180 PEND 8% PEND -4% 10 20 30 40 50 F=2.70 Y=1.73 Y=0.97 Y=0.43 Y=0.11 Y=1.73 Y=0.97 Y=1.73 Y=0.97 Y=0.43 Y=0.11 40 30 20 10 CURVA PARABOLICA 50 PC2 PI2 PT2 ALINEAMIENTO 54.41 56.12 PC2 PI2 PT2 84.87 37.46 159.26 PC1 PI1 PT1 0.6999999999998181 0.5 2.0 3.499999999999659 3.5 2.0 0.6999999999998181 0.5 PEND 2% 0.6999999999998181 0.5 2.0 3.499999999999602 3.5 2.0 0.6999999999998181 0.5 Berma Carril Berma Carril Cuneta Cuneta 1816 1820 1822 1824 1826 1818 1828 1814 1812 1816 1820 1822 1824 1826 1818 1828 1814 1812 1830 1832 1834 1836 1838 1840 1842 1844 1846 1816 1820 1822 1824 1826 1818 1828 1814 1812 1852 1854 1856 1858 1860 1862 1864 1870 1866 1868 1846 1848 1850 1852 1854 1856 1858 1860 1844 1832 1834 1836 1838 1840 1842 1844 1846 1848 1852 1854 1856 1858 1860 1862 1864 1870 1866 1868 1846 1848 1850 1852 1854 1856 1858 1860 1862 1864 20000 N 35000 E 20000 N 35000 E 20000 N 20050 N 20200 N 20250 N 20300 N 35000 E 20000 N 35000 E 350050 E 35000 E 20000 N 35000 E 350100 E 35000 E 20000 N 35000 E 350150 E 35000 E 20000 N 35000 E 350200 E 35000 E 20000 N 35000 E 350250 E 35000 E 20000 N 35000 E 350300 E 35000 E 20000 N 35000 E 350350 E 35000 E 20000 N 35000 E 350400 E 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 35000 E 20000 N 35000 E 20000 N 35000 E 35000 E 20000 N 35000 E 20000 N 35000 E 35000 E 20000 N 35000 E 20000 N 35000 E 35000 E 35000 E 20000 N 35000 E 20100 N 20150 N 350000 E ESC: 1/750 ESC: 1/500 N E NO NE SE O SO S