Designof Roadway And Pavement DWG Section for AutoCAD

Plant – Sections

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

nm, type: alcant, type: boveda, type: alcant, type: boveda, sucre road – cochabamba, rehabilitation and maintenance project of the section, projected culvert, projected baden, existing bridge, references, existing road edge, constructions, projected earthenware, bench level, polygonal base, design axis, roadway edge, retaining wall, projected, wiring, broken edge, floor plan and longitudinal profile, sheet:, progressive:, coordinate system, coor. this, coor. north, progressive, no. pi, izq, der, radio, side, delta pi, horizontal geometry, network of level banks, no pi elevation

Raw text data extracted from CAD file:

0 00 N.M. 1 \A1;80.000m VC \A1;70.000m VC \A1;120.000m VC 66+000 66+040 66+080 66+120 66+160 66+200 66+240 66+280 66+320 66+360 66+400 66+440 66+480 66+520 66+560 1641.066 1639.730 1638.827 1638.308 1638.117 1638.239 1637.999 1638.546 1639.049 1640.803 1641.415 1641.842 1641.922 1641.612 1641.129 1641.015 1640.887 1641.232 1642.277 1643.619 1645.078 1646.568 1647.889 1649.795 1651.282 1652.927 1654.625 1656.261 1657.758 1659.292 9.949 80.000000 10.287 70.000000 -16308.43451599625 K = 9.949 A.D. = 8.041 PVI ELEV = 1638.149 PVI STA = 66+048 LOW POINT STA = 66+076.222 LOW POINT ELEV = 1638.553 BVCS: 66+008 BVCE: 1640.892 EVCS: 66+088 EVCE: 1638.623 1640.141 1639.212 1638.685 1638.560 1641.440 -16308.43451599625 K = 10.287 A.D. = 6.804 PVI ELEV = 1641.783 PVI STA = 66+355 BVCS: 66+320 BVCE: 1641.369 EVCS: 66+390 EVCE: 1644.579 1641.369 1641.800 1642.620 1643.829 1.184% 1638.765 1639.001 1639.238 1639.475 1639.712 1639.948 1640.185 1640.422 1640.659 1640.895 1641.132 1641.369 7.988% 1645.378 1646.976 1648.573 1650.171 1651.769 1653.366 1654.964 1656.562 1658.159 1659.757 PROG: 66+060.00 TIPO: ALCANT PROG: 66+125.00 TIPO: ALCANT PROG: 66+320.00 TIPO: BOVEDA 1632 1636 1640 1644 1648 1652 1656 1660 66+600 66+640 66+680 66+720 66+760 66+800 66+840 66+880 66+920 66+960 67+000 1659.292 1660.918 1662.575 1664.133 1665.617 1666.791 1667.384 1667.408 1666.893 1665.990 1664.579 1662.972 1661.366 1659.770 1658.179 1656.667 1655.092 1653.619 1651.961 1650.304 1648.818 1647.177 7.566 120.000000 -9036.98976746219 K = 7.566 A.D. = -15.861 PVI ELEV = 1670.301 PVI STA = 66+712 HIGH POINT STA = 66+712.435 HIGH POINT ELEV = 1667.922 BVCS: 66+652 BVCE: 1665.508 EVCS: 66+772 EVCE: 1665.577 1666.105 1667.227 1667.820 1667.884 1667.420 1666.427 7.988% 1659.757 1661.355 1662.952 1664.550 -7.873% 1664.948 1663.373 1661.798 1660.224 1658.649 1657.074 1655.500 1653.925 1652.350 1650.776 1649.201 1647.627 PROG: 66+648.00 TIPO: ALCANT PROG: 66+905.00 TIPO: BOVEDA 1644 1648 1652 1656 1660 1664 1668 1672 31 30 PI-195 PI-194 SC = 66+209.833 TS = 66+189.833 ST = 66+169.065 CS = 66+134.065 SC = 66+105.165 TS = 66+070.165 ST = 66+045.477 CS = 66+020.477 66 200 66 100 66 000 1640 1665 1660 1655 1650 1645 1640 1640 1640 1645 1650 1655 1660 OBSERVACIONES: Tubo Ø 1000 mm COTA CLAVE: 1639.06m DIMENSION: d=1.0m L=12.0m TIPO: ALCANT PROGRESIVA: 66+125.00 OBSERVACIONES: Tubo Ø 1000 mm COTA CLAVE: 1638.69m DIMENSION: d=1.0m L=12.0m TIPO: ALCANT PROGRESIVA: 66+060.00 N=7927400 E=272700 N=7927300 E=272600 N=7927200 E=272600 N=7927200 E=272500 N=7927300 E=272500 N=7927400 N=7927500 E=272600 E=272400 N=7928000 E=272400 N=7928100 E=272300 N=7928000 E=272200 N=7928000 E=272100 N=7928000 E=272500 N=7927800 E=272300 N=7927900 E=272200 N=7927900 E=272200 N=7927800 E=272300 N=7927800 E=272300 N=7927600 E=272300 N=7927700 E=272500 N=7927700 E=272500 N=7927600 E=272400 N=7927400 E=272500 PROGRESIVA: 66+320.00 TIPO: BOVEDA COTA CLAVE: 1641.37m OBSERVACIONES: Bóveda L=2.00m PROGRESIVA: 66+648.00 TIPO: ALCANT DIMENSION: d=1.0m L=12.0m COTA CLAVE: 1665.19m OBSERVACIONES: Tubo Ø 1000 mm PROGRESIVA: 66+905.00 TIPO: BOVEDA COTA CLAVE: 1655.11m OBSERVACIONES: Bóveda L=4.00 m 1640 1655 1650 1650 1645 1650 1655 1655 1660 1665 1660 1665 1670 1670 1675 1680 1685 1675 1680 1685 1695 1695 1700 1705 1700 1695 1690 1690 1695 1700 1695 1690 1685 1680 1685 1680 1665 1670 1675 1675 1670 1670 1675 1655 1660 1665 1645 1660 1665 1670 1635 1640 1635 1640 1655 1655 1650 1645 1640 1640 1645 1650 1655 1660 1665 66 300 66 400 66 500 66 600 66 700 66 800 66 900 67 000 CS = 66+253.711 ST = 66+273.711 TS = 66+274.124 SC = 66+304.124 CS = 66+322.945 ST = 66+352.945 TS = 66+362.625 SC = 66+392.625 CS = 66+507.545 ST = 66+537.545 TS = 66+610.179 SC = 66+635.179 CS = 66+689.032 ST = 66+714.032 PC = 66+872.121 PT = 66+956.628 PI-196 PI-198 PI-199 CARRETERA SUCRE – COCHABAMBA PROYECTO REHABILITACION Y MANTENIMIENTO DEL TRAMO ALCANTARILLA PROYECTADA BADEN PROYECTADO PUENTE EXISTENTE REFERENCIAS BORDE CAMINO EXISTENTE CONSTRUCCIONES LOZA PROYECTADA BANCO DE NIVEL BM BM POLIGONAL BASE 0 0 EJE DE DISEÑO BORDE CALZADA MURO DE CONTENCION PROYECTADO ALAMBRADO BORDE QUEBRADA PLANO DE PLANTA Y PERFIL LONGITUDINAL Lamina : P P – 0 3 2 Progresiva : Km 66+000 a 67+000 VER : 1:100 0 UTM – WGS 84 SISTEMA DE COORDENADAS HOR : 1:1000 0 SA-60 SA-59 COOR. ESTE COOR. NORTE PROGRESIVA Nro. PI 0.0 3.2 42.539 0.0 0.0 42.539 3.000 84.508 300.0 IZQ 22” 8′ 16° PI-199 0.7 7.0 54.207 25.0 25.0 54.203 8.591 103.852 100.0 IZQ 46” 10′ 45° PI-198 1.0 8.0 182.134 30.0 30.0 182.133 118.485 174.922 59.0 DER 2” 44′ 140° PI-197 1.0 7.2 41.906 30.0 30.0 41.906 7.460 78.820 50.0 IZQ 39” 56′ 55° PI-196 0.0 5.2 42.389 20.0 20.0 42.391 3.348 83.875 160.0 DER 28” 52′ 22° PI-195 1.0 7.2 55.333 35.0 35.0 55.336 13.556 98.898 50.0 IZQ 25” 13′ 73° PI-194 S(m) P(%) T2 Le2 Le1 T1 E Lc RADIO LADO DELTA PI Nro. PI PI-195 PI=66+232.223 7927440.261 272549.184 TS=66+189.833 7927428.026 272589.769 SC=66+209.833 7927434.195 272570.748 CS=66+253.711 7927454.874 272532.205 ST=66+273.711 7927467.310 272516.546 PI-196 PI=66+316.030 7927494.314 272483.962 TS=66+274.124 7927467.574 272516.228 SC=66+304.124 7927484.250 272491.434 CS=66+322.945 7927488.037 272473.112 ST=66+352.945 7927482.557 272443.739 PI-197 PI=66+544.759 7927428.742 272259.628 TS=66+362.625 7927479.841 272434.447 SC=66+392.625 7927473.908 272405.128 CS=66+507.545 7927552.938 272347.864 ST=66+537.545 7927578.951 272362.634 PI-198 PI=66+664.386 7927683.559 272434.369 TS=66+610.179 7927638.854 272403.712 SC=66+635.179 7927660.028 272416.971 CS=66+689.032 7927712.099 272427.897 ST=66+714.032 7927736.816 272424.268 PI-199 PI=66+914.656 7927933.927 272386.885 PC=66+872.121 7927892.137 272394.810 PT=66+956.628 7927971.866 272367.655 GEOMETRIA HORIZONTAL GEOMETRIA HORIZONTAL SA-59″ 1638.6218 SA-60″ 1672.5208 RED DE BANCOS DE NIVEL No PI ELEVACION 32 31