Axis Line Highway With Civilcad DWG Block for AutoCAD

Axis Line Highway With Civilcad DWG Block for AutoCAD

How to calculate and plot for a road axis line with Civilcad program.

Drawing labels, details, and other text information extracted from the CAD file:

agua, potable, nahualapan, marhame, cihuacoatl, meztli, isabeltola, cjon. sta., mitz, xochiquetzal, potonchan, av. huitzilihuitl, citli, tlacamichin, tlazolteotl, tlacopan, avenida insurgentes, priv. i. verdes, chalchin, coatlic, mixcoatl, camestli, cacama, chantico, tenochtitlan, tepalcatzin, camino:, carretera mexico – toluca, tramo:, estacion:, sub-tramo:, la marqueza, origen:, f a z e n d a, p i t i m b u, mata, le entrada, le salida, ste, cuadro de curvas horizontales, curva, delta, radio, arco, stan, cuerda, area, bajo cuerda, rumbo cuerda, perfil eje de proyecto, pcv, piv, ptv, eje de trazo, limite vial, cuadro de construccion de eje, lado, distancia, rumbo, coordenadas, est

Raw text data extracted from CAD file:

AGUA POTABLE NAHUALAPAN MARHAME CIHUACOATL MEZTLI ISABELTOLA CJON. STA. MITZ CIHUACOATL XOCHIQUETZAL POTONCHAN AV. HUITZILIHUITL CITLI CITLI TLACAMICHIN TLAZOLTEOTL TLACOPAN AVENIDA INSURGENTES PRIV. I. VERDES CHALCHIN TLACOPAN COATLIC MIXCOATL CAMESTLI CACAMA CHANTICO CITLI TENOCHTITLAN TEPALCATZIN CAMINO: CARRETERA MEXICO - TOLUCA TRAMO: KM 0+000.00 AL 1+100.000 ESTACION: \fArial|b1|i0|c0;\C7; SUB-TRAMO: LA MARQUEZA ORIGEN: \fArial|b1|i0|c0;\C7; \fArial|b0|i0|c0;\C7;Z (n) \fArial|b0|i0|c0;\C7;Descripción \fArial|b0|i0|c0;\C7;Estación \fArial|b0|i0|c0;\C7;Elev. (S/Tang.) \fArial|b0|i0|c0;\C7;Elev. (S/Curva) \fArial|b0|i0|c0;\C7;0 \fArial|b0|i1|c0;\C7;PCV \fArial|b0|i0|c0;\C7;100.000 \fArial|b0|i0|c0;\C7;2539.158 \fArial|b0|i0|c0;\C7;2539.158 \fArial|b0|i0|c0;\C7;1 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;120.000 \fArial|b0|i0|c0;\C7;2539.661 \fArial|b0|i0|c0;\C7;2539.766 \fArial|b0|i0|c0;\C7;2 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;140.000 \fArial|b0|i0|c0;\C7;2540.164 \fArial|b0|i0|c0;\C7;2540.583 \fArial|b0|i0|c0;\C7;3 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;160.000 \fArial|b0|i0|c0;\C7;2541.506 \fArial|b0|i0|c0;\C7;2541.611 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i1|c0;\C7;PTV \fArial|b0|i0|c0;\C7;180.000 \fArial|b0|i0|c0;\C7;2542.848 \fArial|b0|i0|c0;\C7;2542.848 \fArial|b0|i0|c0;\C7;Z (n) \fArial|b0|i0|c0;\C7;Descripción \fArial|b0|i0|c0;\C7;Estación \fArial|b0|i0|c0;\C7;Elev. (S/Tang.) \fArial|b0|i0|c0;\C7;Elev. (S/Curva) \fArial|b0|i0|c0;\C7;0 \fArial|b0|i1|c0;\C7;PCV \fArial|b0|i0|c0;\C7;480.000 \fArial|b0|i0|c0;\C7;2562.979 \fArial|b0|i0|c0;\C7;2562.979 \fArial|b0|i0|c0;\C7;1 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;500.000 \fArial|b0|i0|c0;\C7;2564.321 \fArial|b0|i0|c0;\C7;2564.043 \fArial|b0|i0|c0;\C7;2 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;520.000 \fArial|b0|i0|c0;\C7;2565.663 \fArial|b0|i0|c0;\C7;2564.549 \fArial|b0|i0|c0;\C7;3 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;540.000 \fArial|b0|i0|c0;\C7;2567.006 \fArial|b0|i0|c0;\C7;2564.499 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;560.000 \fArial|b0|i0|c0;\C7;2565.006 \fArial|b0|i0|c0;\C7;2563.892 \fArial|b0|i0|c0;\C7;5 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;580.000 \fArial|b0|i0|c0;\C7;2563.006 \fArial|b0|i0|c0;\C7;2562.727 \fArial|b0|i0|c0;\C7;6 \fArial|b0|i1|c0;\C7;PTV \fArial|b0|i0|c0;\C7;600.000 \fArial|b0|i0|c0;\C7;2561.006 \fArial|b0|i0|c0;\C7;2561.006 \fArial|b0|i0|c0;\C7;Z (n) \fArial|b0|i0|c0;\C7;Descripción \fArial|b0|i0|c0;\C7;Estación \fArial|b0|i0|c0;\C7;Elev. (S/Tang.) \fArial|b0|i0|c0;\C7;Elev. (S/Curva) \fArial|b0|i0|c0;\C7;0 \fArial|b0|i1|c0;\C7;PCV \fArial|b0|i0|c0;\C7;700.000 \fArial|b0|i0|c0;\C7;2551.006 \fArial|b0|i0|c0;\C7;2551.006 \fArial|b0|i0|c0;\C7;1 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;720.000 \fArial|b0|i0|c0;\C7;2549.006 \fArial|b0|i0|c0;\C7;2549.094 \fArial|b0|i0|c0;\C7;2 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;740.000 \fArial|b0|i0|c0;\C7;2547.006 \fArial|b0|i0|c0;\C7;2547.359 \fArial|b0|i0|c0;\C7;3 \fArial|b0|i1|c0;\C7; \fArial|b0|i0|c0;\C7;760.000 \fArial|b0|i0|c0;\C7;2545.712 \fArial|b0|i0|c0;\C7;2545.800 \fArial|b0|i0|c0;\C7;4 \fArial|b0|i1|c0;\C7;PTV \fArial|b0|i0|c0;\C7;780.000 \fArial|b0|i0|c0;\C7;2544.418 \fArial|b0|i0|c0;\C7;2544.418 Datos de Curva Vertical (3) \fArial|b1|i0|c0;\C7;Pendiente % \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7;PIV \fArial|b1|i0|c0;\C7; \fArial|b0|i0|c0;\C7;Longitud de curva (N) \fArial|b0|i0|c0;\C7;Intervalo entre estaciones (mts) \fArial|b0|i0|c0;\C7;Entrada (P1) \fArial|b0|i0|c0;\C7;Salida (P2) \fArial|b0|i0|c0;\C7;Estación \fArial|b0|i0|c0;\C7;Elevación \C7;-8.000 \fArial|b0|i0|c0;\C7;-6.470 \fArial|b0|i0|c0;\C7;740.000 \fArial|b0|i0|c0;\C7;2547.0055 \fArial|b0|i0|c0;\C7;80.00 \fArial|b0|i0|c0;\C7;20.00 \fArial|b1|i0|c0;\C7;Diferencia algebraica de pendientes (A) = \fArial|b0|i0|c0;\C7;-3.530% \fArial|b0|i0|c0;\C7;Tipo de curva: \fArial|b0|i0|c0;\C7;En columpio Datos de Curva Vertical (2) \fArial|b1|i0|c0;\C7;Pendiente % \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7;PIV \fArial|b1|i0|c0;\C7; \fArial|b0|i0|c0;\C7;Longitud de curva (N) \fArial|b0|i0|c0;\C7;Intervalo entre estaciones (mts) \fArial|b0|i0|c0;\C7;Entrada (P1) \fArial|b0|i0|c0;\C7;Salida (P2) \fArial|b0|i0|c0;\C7;Estación \fArial|b0|i0|c0;\C7;Elevación \fArial|b0|i0|c0;\C7;6.710 \C7;-8.000 \fArial|b0|i0|c0;\C7;540.000 \fArial|b0|i0|c0;\C7;2567.0055 \fArial|b0|i0|c0;\C7;120.00 \fArial|b0|i0|c0;\C7;20.00 \fArial|b1|i0|c0;\C7;Diferencia algebraica de pendientes (A) = \fArial|b0|i0|c0;\C7;16.710% \fArial|b0|i0|c0;\C7;Tipo de curva: \fArial|b0|i0|c0;\C7;En cresta Datos de Curva Vertical (1) Pendiente % \fArial|b1|i0|c0;\C7; \fArial|b1|i0|c0;\C7;PIV \fArial|b1|i0|c0;\C7; \fArial|b0|i0|c0;\C7;Longitud de curva (N) \fArial|b0|i0|c0;\C7;Intervalo entre estaciones (mts) \fArial|b0|i0|c0;\C7;Entrada (P1) \fArial|b0|i0|c0;\C7;Salida (P2) \fArial|b0|i0|c0;\C7;Estación \fArial|b0|i0|c0;\C7;Elevación \fArial|b0|i0|c0;\C7;2.515 \fArial|b0|i0|c0;\C7;6.710 \fArial|b0|i0|c0;\C7;140.000 \fArial|b0|i0|c0;\C7;2540.1639 \fArial|b0|i0|c0;\C7;80.00 \fArial|b0|i0|c0;\C7;20.00 \fArial|b1|i0|c0;\C7;Diferencia algebraica de pendientes (A) = \fArial|b0|i0|c0;\C7;-4.195% \fArial|b0|i0|c0;\C7;Tipo de curva: \fArial|b0|i0|c0;\C7;En columpio F A Z E N D A P I T I M B U F A Z E N D A P I T I M B U MATA MATA MATA D = 45°0'0.00" izq ST = 59.332 PI = 0+200.00 Gc = 8°0'0.00" Lc = 112.500 Rc = 143.239 Sc = 9.40% Ac = 0.90 Le entrada = 60.00 Le salida = 60.00 PC=0+140.66 PT=0+253.16 D = 45°0'0.00" der ST = 59.332 PI = 0+312.49 Gc = 8°0'0.00" Lc = 112.500 Rc = 143.239 Sc = 9.40% Ac = 0.90 Le entrada = 60.00 Le salida = 60.00 PC=0+253.16 PT=0+365.66 D = 30°0'0.00" der ST = 40.940 PI = 0+650.00 Gc = 7°30'0.00" Lc = 80.000 Rc = 152.789 Sc = 10.00% Ac = 0.60 Le entrada = 70.00 Le salida = 70.00 PC=0+609.06 PT=0+689.06 D = 18°0'0.00" izq STe = 48.025 c D = 9°45'0.00" e q = 4°7'30.00" PI = 0+850.00 Gc = 5°30'0.00" Lc = 35.455 Rc = 208.348 Xc = 29.984 Yc = 0.720 k = 14.997 p = 0.180 Le = 30.00 Sc = 10.00% Ac = 0.80 TE=0+801.97 EC=0+831.97 CE=0+867.42 ET=0+897.42 D = 25°0'0.00" der ST = 42.341 PI = 1+000.00 Gc = 6°0'0.00" Lc = 83.333 Rc = 190.986 Sc = 9.60% Ac = 0.80 Le entrada = 80.00 Le salida = 80.00 PC=0+957.65 PT=1+040.99 C1 C2 C3 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 CUADRO DE CURVAS HORIZONTALES CURVA DELTA RADIO ARCO STAN CUERDA AREA BAJO CUERDA RUMBO CUERDA C1 45°0'0.00" 143.239 112.500 59.332 109.631 803.173 S 67°30'00.00" W C2 45°0'0.00" 143.239 112.500 59.332 109.631 803.173 N 67°30'00.00" E C3 30°0'0.00" 152.789 80.000 40.940 79.089 275.450 S 75°00'00.00" E C4 00°2'28.56" 4,165.365 3.000 1.500 3.000 0.001 N 60°00'49.52" W C5 00°7'25.67" 1,388.455 3.000 1.500 3.000 0.002 N 60°05'46.63" W C6 00°12'22.79" 833.073 3.000 1.500 3.000 0.003 N 60°15'40.86" W C7 00°17'19.90" 595.052 3.000 1.500 3.000 0.004 N 60°30'32.20" W C8 00°22'17.01" 462.818 3.000 1.500 3.000 0.005 N 60°50'20.66" W C9 00°27'14.13" 378.669 3.000 1.500 3.000 0.006 N 61°15'06.23" W C10 00°32'11.25" 320.411 3.000 1.500 3.000 0.007 N 61°44'48.92" W C11 00°37'8.37" 277.689 3.000 1.500 3.000 0.008 N 62°19'28.73" W C12 00°42'5.50" 245.019 3.000 1.500 3.000 0.009 N 62°59'05.67" W C13 00°47'2.64" 219.225 3.000 1.500 3.000 0.010 N 63°43'39.73" W C14 09°45'0.00" 208.348 35.455 17.770 35.412 17.800 N 69°00'00.00" W C15 00°47'2.64" 219.225 3.000 1.500 3.000 0.010 N 74°16'20.27" W C16 00°42'5.50" 245.019 3.000 1.500 3.000 0.009 N 75°00'54.33" W C17 00°37'8.37" 277.689 3.000 1.500 3.000 0.008 N 75°40'31.27" W C18 00°32'11.25" 320.411 3.000 1.500 3.000 0.007 N 76°15'11.08" W C19 00°27'14.13" 378.669 3.000 1.500 3.000 0.006 N 76°44'53.77" W C20 00°22'17.01" 462.818 3.000 1.500 3.000 0.005 N 77°09'39.34" W C21 00°17'19.90" 595.052 3.000 1.500 3.000 0.004 N 77°29'27.80" W C22 00°12'22.79" 833.073 3.000 1.500 3.000 0.003 N 77°44'19.14" W C23 00°7'25.67" 1,388.455 3.000 1.500 3.000 0.002 N 77°54'13.37" W C24 00°2'28.56" 4,165.365 3.000 1.500 3.000 0.001 N 77°59'10.48" W C25 25°0'0.00" 190.986 83.333 42.341 82.674 250.114 S 65°30'00.00" E 2,590 2,585 2,580 2,575 2,570 2,565 2,560 2,555 2,550 2,545 2,540 2,535 2,530 2,525 2,520 2,515 2,510 2,505 PERFIL EJE DE PROYECTO ESCALA HORIZONTAL 1 : 1200 0+000.00 Elev=2,536.643 0+020.00 Elev=2,537.566 0+040.00 Elev=2,538.036 0+060.00 Elev=2,538.078 0+080.00 Elev=2,537.865 0+100.00 Elev=2,537.487 0+120.00 Elev=2,537.299 0+140.00 Elev=2,537.246 0+160.00 Elev=2,537.630 0+180.00 Elev=2,538.254 0+200.00 Elev=2,539.026 0+220.00 Elev=2,540.222 0+240.00 Elev=2,542.434 0+260.00 Elev=2,544.787 0+280.00 Elev=2,547.259 0+300.00 Elev=2,550.290 0+320.00 Elev=2,552.473 0+340.00 Elev=2,554.791 0+360.00 Elev=2,556.002 0+380.00 Elev=2,557.575 0+400.00 Elev=2,558.522 0+420.00 Elev=2,559.416 0+440.00 Elev=2,562.303 0+460.00 Elev=2,565.666 0+480.00 Elev=2,569.092 0+500.00 Elev=2,570.703 0+520.00 Elev=2,570.061 0+540.00 Elev=2,568.807 0+560.00 Elev=2,567.687 0+580.00 Elev=2,565.729 0+600.00 Elev=2,563.816 0+620.00 Elev=2,562.054 0+640.00 Elev=2,559.428 0+660.00 Elev=2,556.668 0+680.00 Elev=2,553.602 0+700.00 Elev=2,550.136 0+720.00 Elev=2,547.206 0+740.00 Elev=2,544.291 0+760.00 Elev=2,541.375 0+780.00 Elev=2,539.342 0+800.00 Elev=2,537.888 0+820.00 Elev=2,536.497 0+840.00 Elev=2,535.204 0+860.00 Elev=2,534.210 0+880.00 Elev=2,533.396 0+900.00 Elev=2,532.325 0+920.00 Elev=2,531.105 0+940.00 Elev=2,530.708 0+960.00 Elev=2,530.469 0+980.00 Elev=2,529.596 1+000.00 Elev=2,528.515 1+020.00 Elev=2,527.314 1+040.00 Elev=2,525.988 1+060.00 Elev=2,524.497 1+080.00 Elev=2,523.013 1+100.00 Elev=2,521.715 1+100.00 Elev=2,521.715 Elev=2536.643 ELEV=2539.158 ELEV=2542.848 ELEV=2540.583 ELEV=2562.979 ELEV=2561.006 Elev=2564.499 ELEV=2551.006 ELEV=2544.418 Elev=2523.715 ELEV=2547.359 PCV PIV PTV PCV PIV PTV PCV PIV PTV 54.230m N 78°00'00.00" W 56.667m S 53°00'00.00" E 112.915m S 60°00'00.00" E 243.400m N 90°00'00" E 140.668m N 90°00'00" E C25 C4-C24 EJE DE TRAZO LIMITE VIAL LIMITE VIAL 2530.00 2540.00 2550.00 2560.00 2570.00 2580.00 2590.00 2600.00 2530.00 2540.00 2550.00 2560.00 2570.00 2580.00 2590.00 2600.00 2610.00 2620.00 2530.00 2540.00 2550.00 2560.00 2570.00 2580.00 CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 5,000.0000 1,000.0000 PST=0+000.00 PC=0+140.66 N 90°00'00" E 140.668 PC=0+140.66 5,140.6683 1,000.0000 PC=0+140.66 PT=0+253.16 N 67°30'00.00" E 109.631 PT=0+253.16 5,241.9539 1,041.9539 D = 45°0'0.00" izq Lc = 112.500 PI=0+200.00 5,200.0000 1,000.0000 Rc = 143.239 ST = 59.332 PT=0+253.16 PST=0+260.00 N 45°00'00.00" E 6.832 PST=0+260.00 5,246.7846 1,046.7846 PST=0+200.00 PST=0+446.84 N 79°54'14.80" E 239.331 PST=0+446.84 5,477.5794 1,083.9077 PST=0+500.00 PC=0+609.06 N 90°00'00" E 109.060 PC=0+609.06 5,586.6398 1,083.9077 PC=0+609.06 PT=0+689.06 S 75°00'00.00" E 79.089 PT=0+689.06 5,663.0342 1,063.4379 D = 30°0'0.00" der Lc = 80.000 PI=0+650.00 5,627.5794 1,083.9077 Rc = 152.789 ST = 40.940 TE=0+801.97 EC=0+831.97 S 61°22'31.70" E 29.993 EC=0+831.97 5,787.1483 992.6119 'c f = 1°22'31.70" STe = 48.025 PI=0+850.00 5,802.4120 982.9681 Xc = 29.984 Yc = 0.720 D = 18°0'0.00" izq e q = 4°7'30.00" EC=0+831.97 CE=0+867.42 S 69°00'00.00" E 35.412 CE=0+867.42 5,820.2081 979.9215 c D = 9°45'0.00" Gc = 5°30'0.00" Rc = 208.348 Lc = 35.455 k = 14.997 p = 0.180 CE=0+867.42 ET=0+897.42 S 76°37'28.30" E 29.993 ET=0+897.42 5,849.3876 972.9831 'c f = 1°22'31.70" STe = 48.025 Xc = 29.984 Yc = 0.720 D = 18°0'0.00" izq e q = 4°7'30.00" PC=0+957.65 PT=1+040.99 S 65°30'00.00" E 82.674 PT=1+040.99 5,983.5314 926.1763 D = 25°0'0.00" der Lc = 83.333 PI=1+000.00 5,949.7167 951.6575 Rc = 190.986 ST = 42.341 PST=1+100.00 S 53°00'00.00" E 56.667 PST=1+100.00 6,030.6500 890.6699 LONGITUD = 1,100.000m 2520.00 2.512% 6.710% -8.000% -6.470% Y=840 Y=960 Y=1,080 Y=1,200 Y=1,320 X=4,920 X=5,040 X=5,160 X=5,280 X=5,400 X=5,520 X=5,640 X=5,760 X=5,880 X=6,000 X=6,120

Language	English
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, axis, block, cálculate, DWG, HIGHWAY, line, pavement, plot, program, Road, route