Topographic Map Joy Joy Chen, Chilon, Chiapas, Mexico DWG Full Project for AutoCAD

Topographic Map Joy Joy Chen, Chilon, Chiapas, Mexico DWG Full Project for AutoCAD

Geometric project with topographic elaborate l LOCATION: JOY JOY CHEN Chilo; Chiapas includes: GROUND TOPOGRAPHIC trace, DATA horizontal curves, contours, project data. Profile includes: GROUND, CUT AND DATA embankment drainage, vertical curves; CURVE MASS.

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

characteristics of the section, specifications of the project, path type maximum curvature crown width pavement thickness speed of project pending governor width of the roadway maximum slope, chilon, chiapas, scale, concepts, unit, in this plane, aprobo, review, elaboration, direction of municipal public works, vol. bo., topographical plant, government of the state of Chiapas, lic. leonardo rafael guirao aguilar constitutional municipal president, director of public works, review, symbology, type section, despalme, terraplen, court, volumes of work, quantity, sketch, road, coated, locality under study, municipal seat, municipality under study, paved , axis of line, and project, axis of the road, mileage, number of curve, coordinates, crown of the road, right of way, ocosingo, the census, tonina, temo, bachajon, yajalon, chilon, jet-ja, diamond, joy joy chen, takinukum, axis construction, side, distance, bearing, est, north, curve box, curve, delta, radio, arc, stan, rope, j. tielmans castle, type of, material, factor, abundance, compaction, ordinates of the, curve mass, subgrade, terrain, volume, thickness, elevation, entrance, exit, construction profile, as in the exit., of a line, with heads of, masonry both in the entrance

Raw text data extracted from CAD file:

1:2000 CARACTERISTICAS DEL TRAMO E S P E C I F I C A C I O N E S D E L P R O Y E C T O CAMINO TIPO CURVATURA MAXIMA ANCHO DE CORONA ESPESOR DE PAVIMENTO VELOCIDAD DE PROYECTO PENDIENTE GOBERNADORA ANCHO DE CALZADA PENDIENTE MAXIMA CHILON, CHIAPAS E S C A L A C O N C E P T O S UNIDAD EN ESTE PLANO A P R O B O R E V I S O ELABORO CHILON, CHIAPAS; DICIEMBRE DEL 2012 DIRECCION DE OBRAS PUBLICAS MUNICIPALES Vo. Bo. PLANTA TOPOGRAFICA GOBIERNO DEL ESTADO DE CHIAPAS H. AYUNTAMIENTO MUNICIPAL CHILON, CHIAPAS. 2012-2015 LIC. LEONARDO RAFAEL GUIRAO AGUILAR PRESIDENTE MUNICIPAL CONSTITUCIONAL PLANO 1 DE 1 DIRECTOR DE OBRAS PUBLICAS CAMINO: JOY JOY CHEN - TAKINUKUM TRAMO: KM. 0+ 000 AL KM. 1+920 ORIGEN DEL CADENAMIENTO: KM. 0+000 MUNICIPIO DE: CHILON, CHIAPAS REVISO SIMBOLOGIA SECCION TIPO DESPALME TERRAPLEN CORTE VOLUMENES DE OBRA C O N C E P T O S CANTIDAD UNIDAD 3,140.61 21,024.40 31,728.74 m3 m3 m3 CROQUIS CARRETERA REVESTIDA LOCALIDAD EN ESTUDIO CABECERA MUNICIPAL MUNICIPIO EN ESTUDIO CARRETERA PAVIMENTADA 2.30 2.30 4.60 EJE DE TRAZO Y PROYECTO C L -2 % -2 % "E" 60° 4.60 0.20 40 10.00 4.60 16.00 "D" 60° 4.60 0.20 40 10.00 4.60 16.00 GRADOS M M KPH % M % EJE DEL CAMINO KILOMETRAJE NUMERO DE CURVA COORDENADAS C 1 0+000 CORONA DEL CAMINO DERECHO DE VIA OCOSINGO EL CENSO TONINA TEMO BACHAJON YAJALON CHILON JET-JA EL DIAMANTE JOY JOY CHEN TAKINUKUM CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 598,434.990 1,891,550.250 PST=0+000.00 PC=0+012.82 S 40°14'08.81" E 12.826 PC=0+012.82 598,443.275 1,891,540.459 PC=0+012.82 PT=0+062.60 S 03°19'13.88" O 45.121 PT=0+062.60 598,440.661 1,891,495.414 D = 87°6'45.38" der Lc = 49.779 PI=0+043.95 598,463.383 1,891,516.694 Rc = 32.740 ST = 31.131 PT=0+062.60 PI=0+123.98 S 46°52'36.57" O 61.376 PI=0+123.98 598,395.864 1,891,453.459 PI=0+123.98 PC=0+124.19 S 46°44'23.71" O 0.210 PC=0+124.19 598,395.711 1,891,453.315 D = 0°8'12.86" izq PC=0+124.19 PT=0+153.71 S 57°48'43.37" O 29.342 PT=0+153.71 598,370.878 1,891,437.684 D = 22°8'39.32" der Lc = 29.526 PI=0+139.14 598,384.824 1,891,443.070 Rc = 76.394 ST = 14.949 PT=0+153.71 PI=0+153.92 S 68°53'03.03" O 0.210 PI=0+153.92 598,370.682 1,891,437.609 PI=0+153.92 PC=0+345.19 S 71°35'23.69" O 191.272 PC=0+345.19 598,189.199 1,891,377.202 D = 2°42'20.66" der PC=0+345.19 PT=0+390.10 S 04°13'30.91" O 35.255 PT=0+390.10 598,186.602 1,891,342.043 D = 134°43'45.55" izq Lc = 44.910 PI=0+391.00 598,145.742 1,891,362.737 Rc = 19.099 ST = 45.802 PT=0+390.10 PI=0+479.86 S 63°08'21.87" E 89.753 PI=0+479.86 598,266.672 1,891,301.490 PI=0+479.86 PC=0+480.07 S 47°23'46.12" E 0.210 PC=0+480.07 598,266.826 1,891,301.348 D = 15°44'35.75" der PC=0+480.07 PT=0+502.66 S 69°59'35.81" E 22.016 PT=0+502.66 598,287.513 1,891,293.816 D = 45°11'39.38" izq Lc = 22.597 PI=0+491.99 598,275.602 1,891,293.277 Rc = 28.648 ST = 11.923 PT=0+502.66 PC=0+590.36 N 87°24'34.51" E 87.695 PC=0+590.36 598,375.119 1,891,297.779 PC=0+590.36 PT=0+630.98 S 31°39'19.64" E 33.387 PT=0+630.98 598,392.641 1,891,269.360 D = 121°52'11.72" der Lc = 40.623 PI=0+624.72 598,409.447 1,891,299.332 Rc = 19.099 ST = 34.363 PT=0+630.98 PC=0+701.97 S 29°16'46.22" O 70.986 PC=0+701.97 598,357.924 1,891,207.442 PC=0+701.97 PT=0+751.65 S 54°07'06.04" O 48.136 PT=0+751.65 598,318.922 1,891,179.229 D = 49°40'39.63" der Lc = 49.678 PI=0+728.49 598,344.953 1,891,184.309 Rc = 57.296 ST = 26.522 PT=0+751.65 PC=0+868.96 S 78°57'25.85" O 117.309 PC=0+868.96 598,203.786 1,891,156.760 PC=0+868.96 PT=0+913.87 S 11°35'09.65" O 35.257 PT=0+913.87 598,196.705 1,891,122.221 D = 134°44'32.40" izq Lc = 44.914 PI=0+914.77 598,158.817 1,891,147.984 Rc = 19.099 ST = 45.816 PT=0+913.87 PC=0+957.09 S 55°47'06.55" E 43.225 PC=0+957.09 598,232.449 1,891,097.916 PC=0+957.09 PT=0+971.30 S 73°32'21.18" E 13.977 PT=0+971.30 598,245.853 1,891,093.955 D = 35°30'29.26" izq Lc = 14.203 PI=0+964.43 598,238.517 1,891,093.790 Rc = 22.918 ST = 7.338 PT=0+971.30 PC=1+109.80 N 88°42'24.19" E 138.498 PC=1+109.80 598,384.317 1,891,097.081 PC=1+109.80 PT=1+131.61 S 74°55'53.33" E 21.520 PT=1+131.61 598,405.097 1,891,091.486 D = 32°43'24.96" der Lc = 21.816 PI=1+121.01 598,395.528 1,891,097.334 Rc = 38.197 ST = 11.214 PT=1+131.61 PC=1+143.03 S 58°34'10.85" E 11.414 PC=1+143.03 598,414.836 1,891,085.534 PC=1+143.03 PT=1+196.62 S 08°25'34.83" O 42.192 PT=1+196.62 598,408.654 1,891,043.798 D = 133°59'31.36" der Lc = 53.597 PI=1+197.01 598,460.898 1,891,057.385 Rc = 22.918 ST = 53.982 PT=1+196.62 PC=1+298.61 S 75°25'20.51" O 101.990 PC=1+298.61 598,309.947 1,891,018.128 PC=1+298.61 PT=1+319.64 S 88°33'47.05" O 20.841 PT=1+319.64 598,289.112 1,891,017.606 D = 26°16'53.08" der Lc = 21.025 PI=1+309.31 598,299.591 1,891,015.435 Rc = 45.837 ST = 10.701 PT=1+319.64 PC=1+410.26 N 78°17'46.41" O 90.619 PC=1+410.26 598,200.377 1,891,035.988 PC=1+410.26 PT=1+435.92 S 88°52'22.78" O 25.448 PT=1+435.92 598,174.935 1,891,035.487 D = 25°39'41.62" izq Lc = 25.662 PI=1+423.31 598,187.599 1,891,038.635 Rc = 57.296 ST = 13.050 PT=1+435.92 PC=1+495.72 S 76°02'31.97" O 59.798 PC=1+495.72 598,116.902 1,891,021.064 PC=1+495.72 PT=1+569.41 S 39°11'50.38" O 68.715 PT=1+569.41 598,073.475 1,890,967.811 D = 73°41'23.19" izq Lc = 73.690 PI=1+538.65 598,075.237 1,891,010.708 Rc = 57.296 ST = 42.933 PT=1+569.41 PC=1+631.55 S 02°21'08.78" O 62.143 PC=1+631.55 598,070.924 1,890,905.721 PC=1+631.55 PT=1+662.62 S 13°10'53.05" E 30.688 PT=1+662.62 598,077.922 1,890,875.841 D = 31°4'3.67" izq Lc = 31.068 PI=1+647.48 598,070.270 1,890,889.808 Rc = 57.296 ST = 15.926 PT=1+662.62 PC=1+780.07 S 28°42'54.89" E 117.456 PC=1+780.07 598,134.355 1,890,772.829 PC=1+780.07 PT=1+800.03 S 26°13'15.73" E 19.947 PT=1+800.03 598,143.168 1,890,754.935 D = 4°59'18.30" der Lc = 19.954 PI=1+790.06 598,139.151 1,890,764.074 Rc = 229.183 ST = 9.983 PT=1+800.03 PST=1+920.00 S 23°43'36.58" E 120.000 PST=1+920.00 598,192.552 1,890,642.579 LONGITUD = 1+920.00m N o r t e CUADRO DE CURVAS CURVA DELTA RADIO ARCO STAN CUERDA Gc C1 87°6'45.38" 32.740 49.779 31.131 45.121 35°0'0" C2 22°8'39.32" 76.394 29.526 14.949 29.342 15°0'0" C3 134°43'45.55" 19.099 44.910 45.802 35.255 60°0'1" C4 45°11'39.38" 28.648 22.597 11.923 22.016 40°0'1" C5 121°52'11.72" 19.099 40.623 34.363 33.387 60°0'1" C6 49°40'39.63" 57.296 49.678 26.522 48.136 20°0'0" C7 134°44'32.40" 19.099 44.914 45.816 35.257 60°0'1" C8 35°30'29.26" 22.918 14.203 7.338 13.977 50°0'1" C9 32°43'24.96" 38.197 21.816 11.214 21.520 30°0'0" C10 133°59'31.36" 22.918 53.597 53.982 42.192 50°0'1" C11 26°16'53.08" 45.837 21.025 10.701 20.841 25°0'0" C12 25°39'41.62" 57.296 25.662 13.050 25.448 20°0'0" C13 73°41'23.19" 57.296 73.690 42.933 68.715 20°0'0" C14 31°4'3.67" 57.296 31.068 15.926 30.688 20°0'0" C15 04°59'18.30" 229.183 19.954 9.983 19.947 05°0'0" OCOSINGO EL CENSO TONINA TEMO BACHAJON YAJALON CHILON JET-JA EL DIAMANTE J. CASTILLO TIELMANS JOY JOY CHEN TAKINUKUM 17452 17308 16179 Sobreacarreo Adel. de 1129m3 a 2.0 Est = 2258m3 Est 1 14648 14673 16179 Sobreacarreo At. de 1506m3 a 4.2 Est = 6325m3 Est 2 DESPERDICIO = 3400m3 20066 20009 19579 Sobreacarreo Adel. de 430m3 a 1.2 Est = 516m3 Est 3 19397 19450 19579 Sobreacarreo At. de 129m3 a 0.7 Est = 90m3 Est 4 21052 20969 19579 Sobreacarreo Adel. de 1391m3 a 3.5 Est = 4869m3 Est 5 8954 8967 11510 Sobreacarreo At. de 2544m3 a 3.4 Est = 8650m3 Est 6 12454 12413 11510 Sobreacarreo Adel. de 903m3 a 2.7 Est = 2438m3 Est 7 10232 10395 11510 Sobreacarreo At. de 1116m3 a 1.3 Est = 1451m3 Est 8 PRESTAMO = 8068m3 DESPERDICIO = 7083m3 18685 18648 18593 Sobreacarreo Adel. de 55m3 a 1.0 Est = 55m3 Est 9 18422 18444 18593 Sobreacarreo At. de 150m3 a 1.1 Est = 165m3 Est 10 DESPERDICIO = 1190m3 20289 20193 19784 Sobreacarreo Adel. de 409m3 a 1.7 Est = 695m3 Est 11 19349 19442 19784 Sobreacarreo At. de 341m3 a 1.0 Est = 341m3 Est 12 DESPERDICIO = 921m3 OCOSINGO EL CENSO TONINA TEMO BACHAJON YAJALON CHILON JET-JA EL DIAMANTE JOY JOY CHEN TAKINUKUM CROQUIS CARRETERA REVESTIDA LOCALIDAD EN ESTUDIO CABECERA MUNICIPAL MUNICIPIO EN ESTUDIO CARRETERA PAVIMENTADA 1100 1120 1080 1060 1055 1240 1220 1200 1180 1160 1140 1120 1240 1220 1200 1180 1160 1140 1120 1100 1080 1080 1100 1060 1040 1040 1060 1080 1060 1040 1020 1000 980 960 1000 980 960 1060 1040 1020 1000 1080 1100 1040 1200 1180 1220 1220 1200 1180 1220 1200 1180 1160 1200 1180 1160 1140 1140 1120 1140 1100 1100 1080 1060 1060 1040 1060 1080 1100 1040 1000 980 980 960 960 1000 1180 1160 1140 1120 1100 1080 1060 1040 1020 1000 1020 1000 980 960 940 D = 4°59'18.30" der ST = 9.983 PI = 1+790.90 Gc = 5°0'0.00" Lc = 19.954 Rc = 229.183 Sc = 10.00% Ac = 0.01 PT=1+800.88 PC=1+780.92 D = 31°4'3.67" izq ST = 15.926 PI = 1+648.32 Gc = 20°0'0.00" Lc = 31.068 Rc = 57.296 Sc = 10.00% Ac = 1.00 PT=1+663.47 PC=1+632.40 D = 73°41'23.19" izq ST = 42.933 PI = 1+539.50 Gc = 20°0'0.00" Lc = 73.690 Rc = 57.296 Sc = 10.00% Ac = 1.00 PT=1+570.25 PC=1+496.56 D = 25°39'41.62" izq ST = 13.050 PI = 1+424.15 Gc = 20°0'0.00" Lc = 25.662 Rc = 57.296 Sc = 10.00% Ac = 1.00 PT=1+436.77 PC=1+411.10 D = 26°16'53.08" der ST = 10.701 PI = 1+310.16 Gc = 25°0'0.00" Lc = 21.025 Rc = 45.837 Sc = 10.00% Ac = 1.20 PT=1+320.49 PC=1+299.46 D = 133°59'31.36" der ST = 53.982 PI = 1+197.86 Gc = 50°0'0.00" Lc = 53.597 Rc = 22.918 Sc = 10.00% Ac = 1.40 PT=1+197.47 PC=1+143.87 D = 32°43'24.96" der ST = 11.214 PI = 1+121.86 Gc = 30°0'0.00" Lc = 21.816 Rc = 38.197 Sc = 10.00% Ac = 1.40 PT=1+132.46 PC=1+110.64 D = 35°30'29.26" izq ST = 7.338 PI = 0+965.28 Gc = 50°0'0.00" Lc = 14.203 Rc = 22.918 Sc = 10.00% Ac = 1.40 PT=0+972.15 PC=0+957.94 D = 134°44'32.40" izq ST = 45.816 PI = 0+915.62 Gc = 60°0'0.00" Lc = 44.914 Rc = 19.099 Sc = 10.00% Ac = 1.40 PT=0+914.72 PC=0+869.80 D = 49°40'39.63" der ST = 26.522 PI = 0+729.34 Gc = 20°0'0.00" Lc = 49.678 Rc = 57.296 Sc = 10.00% Ac = 1.00 PT=0+752.49 PC=0+702.82 D = 121°52'11.72" der ST = 34.363 PI = 0+625.57 Gc = 60°0'0.00" Lc = 40.623 Rc = 19.099 Sc = 10.00% Ac = 1.40 PT=0+631.83 PC=0+591.21 D = 134°43'45.55" izq ST = 45.802 PI = 0+391.00 Gc = 60°0'0.00" Lc = 44.910 Rc = 19.099 Sc = 10.00% Ac = 1.40 PT=0+390.10 PC=0+345.19 D = 22°8'39.32" der ST = 14.949 PI = 0+139.14 Gc = 15°0'0.00" Lc = 29.526 Rc = 76.394 Sc = 10.00% Ac = 0.90 PT=0+153.71 PC=0+124.19 D = 87°6'45.38" der ST = 31.131 PI = 0+043.95 Gc = 35°0'0.00" Lc = 49.779 Rc = 32.740 Sc = 10.00% Ac = 1.40 PT=0+062.60 PC=0+012.82 Y=1,890,600 Y=1,890,700 Y=1,890,800 Y=1,890,900 Y=1,891,000 Y=1,891,100 Y=1,891,200 Y=1,891,300 Y=1,891,400 Y=1,891,500 Y=1,891,600 X=597,700 X=597,800 X=597,900 X=598,000 X=598,100 X=598,200 X=598,300 X=598,400 X=598,500 X=598,600 X=598,700 X=598,800 1220 KM 1 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 KM 0 CURVA No. 01 0+000.00000 0+020.00000 0+040.00000 0+060.00000 0+080.00000 0+100.00000 0+120.00000 0+140.00000 0+160.00000 0+180.00000 0+200.00000 0+220.00000 0+240.00000 0+260.00000 0+280.00000 0+300.00000 0+320.00000 0+340.00000 0+360.00000 0+380.00000 0+400.00000 0+420.00000 0+440.00000 0+460.00000 0+480.00000 0+500.00000 0+520.00000 0+540.00000 0+560.00000 0+580.00000 0+600.00000 0+620.00000 0+640.00000 0+660.00000 0+680.00000 0+700.00000 0+720.00000 0+740.00000 0+760.00000 0+780.00000 0+800.00000 0+820.00000 0+840.00000 0+860.00000 0+880.00000 0+900.00000 0+920.00000 0+940.00000 0+960.00000 0+980.00000 1+000.00000 1+020.00000 1+040.00000 1+060.00000 1+080.00000 1+100.00000 1+120.00000 1+140.00000 1+160.00000 1+180.00000 1+200.00000 1+220.00000 1+240.00000 1+260.00000 1+280.00000 1+300.00000 1+320.00000 1+340.00000 1+360.00000 1+380.00000 1+400.00000 1+420.00000 1+440.00000 1+460.00000 1+480.00000 1+500.00000 1+520.00000 1+540.00000 1+560.00000 1+580.00000 1+600.00000 1+620.00000 1+640.00000 1+660.00000 1+680.00000 1+700.00000 1+720.00000 1+740.00000 1+760.00000 1+780.00000 1+800.00000 1+820.00000 1+840.00000 1+860.00000 1+880.00000 1+900.00000 1+920.00000 D = 31°18'49.74" izq ST = 8.029 PI = 0+491.59 Gc = 40°0'0.00" Lc = 15.657 Rc = 28.648 Sc = 10.00% Ac = 1.40 1120 CURVA No. 02 CURVA No. 03 CURVA No. 04 CURVA No. 05 CURVA No. 06 CURVA No. 09 CURVA No. 07 CURVA No. 12 CURVA No. 10 CURVA No. 11 CURVA No. 13 CURVA No. 14 CURVA No. 15 CURVA No. 08 1,195 1,190 1,185 1,180 1,175 1,170 1,165 1,160 1,155 1,150 1,145 1,140 1,135 1,130 1,125 1,120 1,115 1,110 1,105 1,100 1,095 1,090 1,085 1,080 1,075 1,070 1,065 1,060 1,055 1,050 1,045 1,040 1,035 1,030 1,025 1,020 1,015 1,010 1,005 1,000 995 990 985 980 975 970 965 960 955 950 945 940 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 PERFIL 0+000 PCV=0+027.76 Elev=978.97 PIV=0+042.76 Elev=980.05 PTV=0+057.76 Elev=982.55 PCV=0+147.76 Elev=997.55 PIV=0+162.76 Elev=1,000.05 PTV=0+177.76 Elev=1,001.11 PCV=0+287.76 Elev=1,008.91 PIV=0+302.76 Elev=1,009.98 PTV=0+317.76 Elev=1,012.33 PCV=0+447.76 Elev=1,032.70 PIV=0+462.76 Elev=1,035.05 PTV=0+477.76 Elev=1,037.48 PCV=0+736.86 Elev=1,079.39 PIV=0+751.86 Elev=1,081.82 PTV=0+766.86 Elev=1,084.35 PCV=0+957.39 Elev=1,116.52 PIV=0+972.39 Elev=1,119.05 PTV=0+987.39 Elev=1,119.66 PCV=1+067.76 Elev=1,122.92 PIV=1+082.76 Elev=1,123.52 PTV=1+097.76 Elev=1,125.76 PCV=1+232.03 Elev=1,145.81 PIV=1+247.03 Elev=1,148.05 PTV=1+262.03 Elev=1,147.65 PCV=1+327.76 Elev=1,145.92 PIV=1+342.76 Elev=1,145.52 PTV=1+357.76 Elev=1,145.40 PCV=1+387.76 Elev=1,145.17 PIV=1+402.76 Elev=1,145.05 PTV=1+417.76 Elev=1,146.55 PCV=1+447.76 Elev=1,149.55 PIV=1+462.76 Elev=1,151.05 PTV=1+477.76 Elev=1,151.66 PCV=1+507.76 Elev=1,152.87 PIV=1+522.76 Elev=1,153.48 PTV=1+537.76 Elev=1,152.21 PCV=1+607.76 Elev=1,146.31 PIV=1+622.76 Elev=1,145.05 PTV=1+637.76 Elev=1,146.93 PCV=1+687.76 Elev=1,153.18 PIV=1+702.76 Elev=1,155.05 PTV=1+717.76 Elev=1,155.49 PCV=1+747.76 Elev=1,156.36 PIV=1+762.76 Elev=1,156.80 PTV=1+777.76 Elev=1,156.98 PCV=1+787.76 Elev=1,157.11 PIV=1+802.76 Elev=1,157.30 PTV=1+817.76 Elev=1,156.78 PCV=1+867.76 Elev=1,155.07 PIV=1+882.76 Elev=1,154.55 PTV=1+897.76 Elev=1,154.75 +7.1860 % en 27.76m +16.6667 % en 90.00m +7.0901 % en 110.00m +15.6712 % en 130.00m +16.1776 % en 259.10m +16.8824 % en 190.53m +4.0542 % en 80.37m +14.9300 % en 134.27m -2.6414 % en 65.73m -0.7855 % en 30.00m +10.0000 % en 30.00m +4.0487 % en 30.00m -8.4292 % en 70.00m +12.5000 % en 50.00m +2.9094 % en 30.00m +1.2600 % en 10.00m -3.4320 % en 50.00m +1.3389 % en 25.00m 0+000.00 10,000 0.00 0.00 0.64 976.98 977.61 0+020.00 10,097 0.43 97.75 0.81 978.41 979.22 0+040.00 10,307 0.44 210.18 1.92 980.09 982.01 0+060.00 10,695 0.46 388.87 2.70 982.92 985.62 0+080.00 11,050 0.46 355.45 1.57 986.26 987.82 0+100.00 11,372 0.44 322.06 2.53 989.59 992.12 0+120.00 11,871 0.43 499.51 3.51 992.92 996.43 0+140.00 12,511 0.43 640.40 3.74 996.26 1,000.00 0+160.00 13,101 0.45 590.71 2.95 999.35 1,002.31 0+180.00 13,597 0.45 495.70 2.96 1,001.27 1,004.23 0+200.00 14,147 0.45 551.15 3.50 1,002.69 1,006.19 0+220.00 14,817 0.45 669.74 4.08 1,004.11 1,008.19 0+240.00 15,628 0.45 811.97 4.76 1,005.53 1,010.28 0+260.00 16,537 0.46 909.27 4.89 1,006.94 1,011.84 0+280.00 17,226 0.46 689.96 2.72 1,008.36 1,011.08 0+300.00 17,452 24.40 249.44 0.08 1,009.99 1,010.07 0+320.00 17,055 419.63 23.42 2.87 1,012.68 1,009.80 0+340.00 16,016 1,039.14 0.00 4.25 1,015.81 1,011.56 0+360.00 15,066 950.15 0.00 2.78 1,018.95 1,016.16 0+380.00 14,679 386.66 0.00 0.78 1,022.08 1,021.30 0+400.00 14,648 81.64 49.87 0.66 1,025.21 1,025.88 0+420.00 14,787 1.68 141.56 1.23 1,028.35 1,029.58 0+440.00 15,013 0.46 225.65 1.73 1,031.48 1,033.21 0+460.00 15,376 0.43 363.67 2.25 1,034.63 1,036.88 0+480.00 15,961 0.42 586.01 4.06 1,037.84 1,041.89 0+500.00 17,131 0.46 1,169.48 7.00 1,041.07 1,048.07 0+520.00 18,540 0.48 1,409.61 5.91 1,044.31 1,050.22 0+540.00 19,497 0.47 958.07 4.00 1,047.55 1,051.55 0+560.00 19,998 0.46 501.64 1.79 1,050.78 1,052.57 0+580.00 20,066 76.58 144.19 0.65 1,054.02 1,053.37 0+600.00 19,696 373.77 4.18 2.36 1,057.25 1,054.89 0+620.00 19,397 304.53 5.03 0.06 1,060.49 1,060.55 0+640.00 19,461 7.32 71.13 0.99 1,063.72 1,064.71 0+660.00 19,635 0.41 174.62 1.52 1,066.96 1,068.48 0+680.00 19,894 0.41 259.17 1.98 1,070.19 1,072.18 0+700.00 20,230 0.42 336.41 2.37 1,073.43 1,075.80 0+720.00 20,610 0.58 381.33 2.85 1,076.66 1,079.52 0+740.00 20,929 0.60 319.64 1.62 1,079.90 1,081.52 0+760.00 21,052 26.65 149.62 0.09 1,083.20 1,083.29 0+780.00 20,795 282.71 25.58 1.95 1,086.57 1,084.62 0+800.00 19,895 900.37 0.00 3.85 1,089.95 1,086.10 0+820.00 18,139 1,756.18 0.00 5.28 1,093.32 1,088.04 0+840.00 15,613 2,525.54 0.00 5.68 1,096.70 1,091.02 0+860.00 12,550 3,063.49 0.00 5.98 1,100.08 1,094.09 0+880.00 9,979 2,570.61 0.00 4.27 1,103.45 1,099.18 0+900.00 8,967 1,011.66 0.00 1.02 1,106.83 1,105.81 0+920.00 8,954 91.32 78.24 1.11 1,110.21 1,111.31 0+940.00 9,221 0.43 267.02 2.39 1,113.58 1,115.97 0+960.00 9,840 0.47 619.22 4.29 1,116.94 1,121.23 0+980.00 10,683 0.52 843.58 4.53 1,119.24 1,123.77 1+000.00 11,377 0.50 694.92 3.28 1,120.17 1,123.45 1+020.00 11,865 0.46 488.38 2.52 1,120.98 1,123.50 1+040.00 12,206 0.46 341.74 1.74 1,121.79 1,123.53 1+060.00 12,408 1.16 202.58 0.91 1,122.60 1,123.52 1+080.00 12,454 38.49 85.03 0.12 1,123.68 1,123.57 1+100.00 12,095 376.74 17.57 2.33 1,126.10 1,123.77 1+120.00 11,071 1,024.48 0.00 3.47 1,129.08 1,125.61 1+140.00 10,232 838.65 0.00 1.32 1,132.07 1,130.75 1+160.00 10,434 153.56 355.64 3.48 1,135.06 1,138.53 1+180.00 11,578 0.41 1,144.35 6.83 1,138.04 1,144.87 1+200.00 13,102 0.43 1,524.56 7.03 1,141.03 1,148.06 1+220.00 14,377 0.45 1,274.82 5.55 1,144.01 1,149.57 1+240.00 15,263 0.45 887.06 3.91 1,146.81 1,150.73 1+260.00 15,901 0.47 638.34 3.25 1,147.70 1,150.94 1+280.00 16,466 0.50 565.65 3.10 1,147.18 1,150.28 1+300.00 17,099 0.51 632.81 3.75 1,146.65 1,150.40 1+320.00 17,756 0.48 657.46 3.44 1,146.12 1,149.56 1+340.00 18,240 0.46 485.26 2.29 1,145.64 1,147.93 1+360.00 18,513 0.46 272.81 1.18 1,145.39 1,146.57 1+380.00 18,625 16.76 129.11 0.37 1,145.23 1,145.60 1+400.00 18,685 30.99 91.27 0.49 1,145.34 1,145.84 1+420.00 18,590 176.55 81.20 0.65 1,146.77 1,146.13 1+440.00 18,422 226.02 58.17 0.10 1,148.77 1,148.68 1+460.00 18,447 70.08 94.86 0.77 1,150.63 1,151.40 1+480.00 18,594 7.57 154.40 1.05 1,151.75 1,152.80 1+500.00 18,827 4.94 238.69 1.22 1,152.56 1,153.78 1+520.00 19,044 27.13 243.51 0.54 1,153.06 1,153.60 1+540.00 19,293 23.86 272.56 1.69 1,152.03 1,153.72 1+560.00 19,648 0.49 355.58 1.64 1,150.34 1,151.98 1+580.00 19,905 3.37 260.86 0.96 1,148.65 1,149.62 1+600.00 20,083 12.55 190.04 1.08 1,146.97 1,148.05 1+620.00 20,289 16.66 223.24 1.26 1,145.81 1,147.07 1+640.00 20,108 353.34 171.88 0.81 1,147.20 1,146.40 1+660.00 19,468 759.67 119.99 0.38 1,149.70 1,149.33 1+680.00 19,349 413.88 295.22 2.33 1,152.20 1,154.54 1+700.00 19,779 0.65 429.92 2.10 1,154.47 1,156.56 1+720.00 19,988 118.52 327.65 1.24 1,155.55 1,156.79 1+740.00 20,001 205.85 219.15 0.80 1,156.13 1,156.94 1+760.00 20,024 143.21 165.96 0.52 1,156.67 1,157.19 1+780.00 20,168 55.75 200.00 1.75 1,157.01 1,158.76 1+800.00 20,358 0.42 190.39 0.96 1,157.15 1,158.10 1+820.00 20,457 0.42 99.68 0.61 1,156.71 1,157.32 1+840.00 20,521 0.60 64.74 0.47 1,156.02 1,156.49 1+860.00 20,571 1.41 51.27 0.42 1,155.34 1,155.76 1+880.00 20,619 1.87 49.21 0.44 1,154.77 1,155.20 1+900.00 20,665 1.98 48.77 0.41 1,154.78 1,155.20 1+920.00 20,704 3.46 42.34 0.30 1,155.05 1,155.36 TOTAL VOLUMEN CORTE = 31,728.74m3 TOTAL VOLUMEN TERRAPLEN = -21,024.40m3 TOTAL VOLUMEN DESPALME EN CORTE = 3,140.61m3 TOTAL VOLUMEN DESPALME EN TERRAPLEN = -1,985.01m3 A 1.000 1.000 AZ=139°45'51.19" TAN=12.83m D = 87°6'45.38" der ST = 31.131 PI = 0+043.95 Gc = 35°0'0.00" Lc = 49.779 Rc = 32.740 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=0+012.82 PT=0+062.60 AZ=226°52'34.89" TAN=61.59m D = 22°8'39.32" der ST = 14.949 PI = 0+139.14 Gc = 15°0'0.00" Lc = 29.526 Rc = 76.394 Sc = 10.00% Ac = 0.90 Le entrada = 1.00 Le salida = 1.00 PC=0+124.19 PT=0+153.71 AZ=251°35'13.01" TAN=191.48m D = 134°43'45.55" izq ST = 45.802 PI = 0+391.00 Gc = 60°0'0.00" Lc = 44.910 Rc = 19.099 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=0+345.19 PT=0+390.10 AZ=116°53'48.78" TAN=89.96m D = 45°11'39.38" izq ST = 11.923 PI = 0+491.99 Gc = 40°0'0.00" Lc = 22.597 Rc = 28.648 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=0+480.07 PT=0+502.66 AZ=87°24'34.51" TAN=87.70m D = 121°52'11.72" der ST = 34.363 PI = 0+624.72 Gc = 60°0'0.00" Lc = 40.623 Rc = 19.099 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=0+590.36 PT=0+630.98 AZ=209°16'46.22" TAN=70.99m D = 49°40'39.63" der ST = 26.522 PI = 0+728.49 Gc = 20°0'0.00" Lc = 49.678 Rc = 57.296 Sc = 10.00% Ac = 1.00 Le entrada = 1.00 Le salida = 1.00 PC=0+701.97 PT=0+751.65 AZ=258°57'25.85" TAN=117.31m D = 134°44'32.40" izq ST = 45.816 PI = 0+914.77 Gc = 60°0'0.00" Lc = 44.914 Rc = 19.099 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=0+868.96 PT=0+913.87 AZ=124°12'53.45" TAN=43.23m D = 35°30'29.26" izq ST = 7.338 PI = 0+964.43 Gc = 50°0'0.00" Lc = 14.203 Rc = 22.918 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=0+957.09 PT=0+971.30 AZ=88°42'24.19" TAN=138.50m D = 32°43'24.96" der ST = 11.214 PI = 1+121.01 Gc = 30°0'0.00" Lc = 21.816 Rc = 38.197 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=1+109.80 PT=1+131.61 AZ=121°25'49.15" TAN=11.41m D = 133°59'31.36" der ST = 53.982 PI = 1+197.01 Gc = 50°0'0.00" Lc = 53.597 Rc = 22.918 Sc = 10.00% Ac = 1.40 Le entrada = 1.00 Le salida = 1.00 PC=1+143.03 PT=1+196.62 AZ=255°25'20.51" TAN=101.99m D = 26°16'53.08" der ST = 10.701 PI = 1+309.31 Gc = 25°0'0.00" Lc = 21.025 Rc = 45.837 Sc = 10.00% Ac = 1.20 Le entrada = 1.00 Le salida = 1.00 PC=1+298.61 PT=1+319.64 AZ=281°42'13.59" TAN=90.62m D = 25°39'41.62" izq ST = 13.050 PI = 1+423.31 Gc = 20°0'0.00" Lc = 25.662 Rc = 57.296 Sc = 10.00% Ac = 1.00 Le entrada = 1.00 Le salida = 1.00 PC=1+410.26 PT=1+435.92 AZ=256°2'31.97" TAN=59.80m D = 73°41'23.19" izq ST = 42.933 PI = 1+538.65 Gc = 20°0'0.00" Lc = 73.690 Rc = 57.296 Sc = 10.00% Ac = 1.00 Le entrada = 1.00 Le salida = 1.00 PC=1+495.72 PT=1+569.41 AZ=182°21'8.78" TAN=62.14m D = 31°4'3.67" izq ST = 15.926 PI = 1+647.48 Gc = 20°0'0.00" Lc = 31.068 Rc = 57.296 Sc = 10.00% Ac = 1.00 Le entrada = 1.00 Le salida = 1.00 PC=1+631.55 PT=1+662.62 AZ=151°17'5.11" TAN=117.46m D = 4°59'18.30" der ST = 9.983 PI = 1+790.06 Gc = 5°0'0.00" Lc = 19.954 Rc = 229.183 Sc = 10.00% Ac = 0.01 Le entrada = 1.00 Le salida = 1.00 PC=1+780.07 PT=1+800.03 1:2000 CARACTERISTICAS DEL TRAMO E S P E C I F I C A C I O N E S D E L P R O Y E C T O CAMINO TIPO CURVATURA MAXIMA ANCHO DE CORONA ESPESOR DE PAVIMENTO VELOCIDAD DE PROYECTO PENDIENTE GOBERNADORA ANCHO DE CALZADA PENDIENTE MAXIMA CHILON, CHIAPAS E S C A L A C O N C E P T O S UNIDAD EN ESTE PLANO A P R O B O R E V I S O ELABORO CHILON, CHIAPAS; DICIEMBRE DEL 2012 DIRECCION DE OBRAS PUBLICAS MUNICIPALES Vo. Bo. PERFIL DE CONSTRUCCION GOBIERNO DEL ESTADO DE CHIAPAS H. AYUNTAMIENTO MUNICIPAL CHILON, CHIAPAS. 2012-2015 LIC. LEONARDO RAFAEL GUIRAO AGUILAR PRESIDENTE MUNICIPAL CONSTITUCIONAL PLANO 1 DE 1 DIRECTOR DE OBRAS PUBLICAS CAMINO: JOY JOY CHEN - TAKINUKUM TRAMO: KM. 0+ 000 AL KM. 1+920 ORIGEN DEL CADENAMIENTO: KM. 0+000 MUNICIPIO DE: CHILON, CHIAPAS REVISO SIMBOLOGIA SECCION TIPO DESPALME TERRAPLEN CORTE VOLUMENES DE OBRA C O N C E P T O S CANTIDAD UNIDAD 3,140.61 21,024.40 31,728.74 m3 m3 m3 LOCALIDAD EN ESTUDIO CABECERA MUNICIPAL MUNICIPIO EN ESTUDIO 2.30 2.30 4.60 EJE DE TRAZO Y PROYECTO C L -2 % -2 % "E" 60° 4.60 0.20 40 10.00 4.60 16.00 "D" 60° 4.60 0.20 40 10.00 4.60 16.00 GRADOS M M KPH % M % EJE DEL CAMINO KILOMETRAJE NUMERO DE CURVA COORDENADAS C 1 0+000 CORONA DEL CAMINO DERECHO DE VIA EL=998.130 INICIO=0+000 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 0+370.00 970 965 960 955 950 945 940 970 965 960 955 950 945 940 970 965 960 955 950 945 940 970 965 960 955 950 945 940 CL KM:0+370.00 DESPERDICIO = 6179m3 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 0+490.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 0+600.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 0+890.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 1+160.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 1+310.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 1+540.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 1+790.00 L C como en la salida. de d una linea, con cabezotes de mamposteria tanto en la entrada Tubo de concreto de 90.00 Cms. 0+960.00 CL KM:0+490.00 CL KM:0+600.00 CL KM:0+890.00 CL KM:1+160.00 CL KM:1+310.00 CL KM:1+540.00 CL KM:0+960.00 CL KM:1+790.00

Language	Spanish
Drawing Type	Full Project
Category	Handbooks & Manuals
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, chiapas, drainage, DWG, full, geometric, location, map, mexico, Project, rail, roads, stroke, topographic