Topohidraulico Plant DWG Detail for AutoCAD

Topohidraulico Plant DWG Detail for AutoCAD

TOPOHIDRAULICO PLANT STUDY OF TOPOGRAPHIC; CAVES LEVEL INFRASTRUCTURE DETAILS. TOPOGRAFICO FLOOR OF A DETAIL OF THE STUDY AREA LOCATION DECK.

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

chiapas, dirt road, paved road, town in study, population, tuxtla gtz., sclc, ocosingo, yajalon, a palenque, a comitan, chutalija, phamala, north, side, est, shaft construction, distance, heading, coordinates, construction of road axis, datacurves, road, axis, esviaje, note :, on left bank, axis river, pa, arr, cad, cam, secc, wall, cun, cl pte, a chutalija, a pamala, downstream, upstream, cl pte current, current, road axis, graphic scale of contour lines, stream, symbology, sketch, project direction, h. municipal council, project:, no.plano:, map:, locality:, municipality:, general topographical plant, chilon, chiapas., several, carried out and projected :, supervisor of the delegation vi-jungle, supervised :, regional sub-delegation vi -selva, reviewed :, director of construction of roads, vo. bo., head of the department of studies and projects, reviewer of the project: roads, roads and bridges, rural and bridges, sole administrator, chilon, large, recreation, bridge, window, aurora, infrastructure secretary, government of the State of Chiapas, Ing. jose cuauhtemoc ordaz gordillo, secretary of infrastructure, detailed topographic plant, yajalon, chiapas., hemag construtores, s.a. of c.v., ing. tiburcio martinez mendoza, ing. benjamin sanchez lopez, ing. hugo octavio avendaño dominguez, ing. jose adolfo castanedo andrade, ing. constantino gutierrez martinez, ing. Miguel Angel Muñoa Nandayapa

Raw text data extracted from CAD file:

Chiapas \fTimes New Roman|b0|i0|c0|p18;Gobierno de ¡HECHOS, NO PALABRAS! TERRACERIA CARRETERA PAVIMENTADA LOCALIDAD EN ESTUDIO POBLACION TUXTLA GTZ. S.C.L.C. OCOSINGO A YAJALON A PALENQUE A COMITAN 56 KM 12 KM 85 KM 20 KM CHUTALIJA 68 KM 8 KM PHAMALA N o r t e LADO X Y EST PV PST=0+000.00 602,765.2404 1,904,599.1485 PST=0+000.00 PI=0+020.00 N 73°08'19.06" E 20.000 PI=0+020.00 602,784.3806 1,904,604.9496 PI=0+020.00 PI=0+080.00 N 84°37'21.09" E 60.000 PI=0+080.00 602,844.1165 1,904,610.5727 D = 11°29'2.02" der PI=0+080.00 PI=0+160.00 S 78°06'26.53" E 80.000 PI=0+160.00 602,922.3994 1,904,594.0864 D = 17°16'12.39" der PI=0+160.00 PI=0+200.00 S 22°57'34.01" E 40.000 PI=0+200.00 602,938.0026 1,904,557.2551 D = 55°8'52.52" der PI=0+200.00 PI=0+226.32 S 01°12'05.53" E 26.321 PI=0+226.32 602,938.5545 1,904,530.9395 D = 21°45'28.48" der PI=0+226.32 PI=0+245.32 S 17°45'58.12" O 19.002 PI=0+245.32 602,932.7565 1,904,512.8441 D = 18°58'3.65" der PI=0+245.32 PI=0+265.84 S 08°56'40.86" E 20.521 PI=0+265.84 602,935.9471 1,904,492.5731 D = 26°42'38.98" izq PI=0+265.84 PI=0+285.92 S 30°46'17.96" E 20.083 PI=0+285.92 602,946.2219 1,904,475.3176 D = 21°49'37.09" izq PI=0+285.92 PI=0+306.18 S 47°14'14.68" E 20.261 PI=0+306.18 602,961.0967 1,904,461.5613 D = 16°27'56.73" izq PI=0+306.18 PI=0+326.27 S 50°40'39.40" E 20.089 PI=0+326.27 602,976.6378 1,904,448.8310 D = 3°26'24.71" izq PI=0+326.27 PI=0+346.68 S 11°05'16.77" O 20.407 PI=0+346.68 602,972.7131 1,904,428.8047 D = 61°45'56.16" der PI=0+346.68 PI=0+366.34 S 00°22'33.53" O 19.659 PI=0+366.34 602,972.5841 1,904,409.1464 D = 10°42'43.23" izq PI=0+366.34 PI=0+384.27 S 75°07'46.38" E 17.933 PI=0+384.27 602,989.9165 1,904,404.5442 D = 75°30'19.92" izq PI=0+384.27 PI=0+392.00 N 87°09'46.15" E 7.733 PI=0+392.00 602,997.6397 1,904,404.9270 D = 17°42'27.47" izq PI=0+392.00 PI=0+403.78 S 54°31'26.67" E 11.773 PI=0+403.78 603,007.2267 1,904,398.0947 D = 38°18'47.18" der PI=0+403.78 PI=0+425.69 S 32°54'11.25" O 21.913 PI=0+425.69 602,995.3230 1,904,379.6965 D = 87°25'37.92" der PI=0+425.69 PI=0+444.94 S 06°10'24.17" O 19.249 PI=0+444.94 602,993.2530 1,904,360.5596 D = 26°43'47.08" izq PI=0+444.94 PI=0+464.56 S 41°19'37.53" E 19.626 PI=0+464.56 603,006.2129 1,904,345.8217 D = 47°30'1.7" izq PI=0+464.56 PI=0+480.47 S 35°26'46.95" E 15.904 PI=0+480.47 603,015.4362 1,904,332.8656 D = 5°52'50.59" der PI=0+480.47 PI=0+489.37 S 16°21'56.98" E 8.905 PI=0+489.37 603,017.9452 1,904,324.3217 D = 19°4'49.97" der PI=0+489.37 PI=0+491.31 S 07°52'59.22" E 1.939 PI=0+491.31 603,018.2112 1,904,322.4010 D = 8°28'57.75" der PI=0+491.31 PI=0+500.00 S 08°34'08.50" O 8.684 PI=0+500.00 603,016.9172 1,904,313.8135 D = 16°27'7.72" der PI=0+500.00 PI=0+507.59 S 02°20'19.83" O 7.595 PI=0+507.59 603,016.6072 1,904,306.2250 D = 6°13'48.67" izq PI=0+507.59 PI=0+518.68 S 01°00'23.01" E 11.091 PI=0+518.68 603,016.8020 1,904,295.1359 D = 3°20'42.84" izq PI=0+518.68 PI=0+524.56 S 02°51'07.76" E 5.881 PI=0+524.56 603,017.0947 1,904,289.2619 D = 1°50'44.75" izq PI=0+524.56 PI=0+537.32 S 32°53'19.05" O 12.754 PI=0+537.32 603,010.1690 1,904,278.5517 D = 35°44'26.8" der PI=0+537.32 PI=0+558.66 S 05°02'51.16" O 21.341 PI=0+558.66 603,008.2914 1,904,257.2938 D = 27°50'27.89" izq PI=0+558.66 PI=0+580.76 S 04°12'02.41" O 22.104 PI=0+580.76 603,006.6723 1,904,235.2493 D = 0°50'48.75" izq PI=0+580.76 PI=0+597.96 S 05°09'01.12" E 17.196 PI=0+597.96 603,008.2159 1,904,218.1232 D = 9°21'3.53" izq PI=0+597.96 PI=0+619.42 S 04°59'26.94" O 21.467 PI=0+619.42 603,006.3484 1,904,196.7378 D = 10°8'28.05" der PI=0+619.42 PI=0+638.25 S 08°27'14.69" E 18.830 PI=0+638.25 603,009.1167 1,904,178.1124 D = 13°26'41.62" izq PI=0+638.25 PI=0+660.37 S 24°06'53.82" O 22.116 PI=0+660.37 603,000.0806 1,904,157.9261 D = 32°34'8.5" der PI=0+660.37 PI=0+679.58 S 15°51'42.75" O 19.208 PI=0+679.58 602,994.8308 1,904,139.4496 D = 8°15'11.06" izq PI=0+679.58 PI=0+698.51 S 07°55'38.02" E 18.936 PI=0+698.51 602,997.4423 1,904,120.6946 D = 23°47'20.77" izq PI=0+698.51 PI=0+717.33 S 12°56'31.46" O 18.819 PI=0+717.33 602,993.2275 1,904,102.3537 D = 20°52'9.48" der PI=0+717.33 PI=0+732.93 S 69°25'34.94" O 15.593 PI=0+732.93 602,978.6292 1,904,096.8742 D = 56°29'3.48" der PI=0+732.93 PI=0+752.25 S 60°48'21.51" O 19.328 PI=0+752.25 602,961.7566 1,904,087.4468 D = 8°37'13.44" izq PI=0+752.25 PI=0+772.92 S 01°40'58.87" E 20.667 PI=0+772.92 602,962.3636 1,904,066.7886 D = 62°29'20.37" izq PI=0+772.92 PI=0+800.00 S 26°37'41.34" E 27.075 PI=0+800.00 602,974.4986 1,904,042.5853 D = 24°56'42.47" izq PI=0+800.00 PI=0+820.00 S 09°25'33.11" E 20.000 PI=0+820.00 602,977.7740 1,904,022.8554 D = 17°12'8.23" der PI=0+820.00 PI=0+880.00 S 06°18'49.09" O 60.000 PI=0+880.00 602,971.1758 1,903,963.2193 D = 15°44'22.2" der PI=0+880.00 PI=0+940.00 S 28°01'31.78" O 60.000 PI=0+940.00 602,942.9839 1,903,910.2550 D = 21°42'42.68" der PI=0+940.00 PST=0+000.00 S 12°50'53.18" O 60.000 PST=0+000.00 602,929.6419 1,903,851.7572 D = 15°10'38.6" izq LONGITUD = 1,000.00m CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV X Y PST=0+000.00 602,752.9245 1,904,429.5202 PST=0+000.00 PC=0+029.48 S 60°36'42.82" E 29.481 PC=0+029.48 602,778.6114 1,904,415.0533 PC=0+029.48 PT=0+070.46 S 75°58'56.21" E 40.498 PT=0+070.46 602,817.9033 1,904,405.2439 D = 30°44'26.77" izq Lc = 40.988 PI=0+050.48 602,796.9091 1,904,404.7481 Rc = 76.394 ST = 21.000 PT=0+070.46 PC=0+122.13 N 88°38'50.41" E 51.670 PC=0+122.13 602,869.5593 1,904,406.4636 PC=0+122.13 PT=0+162.03 S 66°24'53.85" E 38.652 PT=0+162.03 602,904.9829 1,904,390.9984 D = 49°52'31.49" der Lc = 39.900 PI=0+143.45 602,890.8666 1,904,406.9667 Rc = 45.837 ST = 21.313 PT=0+162.03 PC=0+178.33 S 41°28'38.10" E 16.299 PC=0+178.33 602,915.7783 1,904,378.7867 PC=0+178.33 PT=0+207.58 S 48°47'17.16" E 29.164 PT=0+207.58 602,937.7178 1,904,359.5721 D = 14°37'18.11" izq Lc = 29.243 PI=0+193.03 602,925.5155 1,904,367.7720 Rc = 114.592 ST = 14.702 PT=0+207.58 PI=0+274.08 S 56°05'56.21" E 66.501 PI=0+274.08 602,992.9135 1,904,322.4806 PI=0+274.08 PC=0+274.29 S 56°35'11.23" E 0.210 PC=0+274.29 602,993.0888 1,904,322.3650 D = 0°29'15.02" izq PC=0+274.29 PT=0+291.70 S 78°21'24.76" E 17.000 PT=0+291.70 603,009.7392 1,904,318.9341 D = 43°32'27.05" izq Lc = 17.416 PI=0+283.44 603,000.7289 1,904,317.3247 Rc = 22.918 ST = 9.153 PT=0+291.70 PI=0+308.39 N 79°52'21.72" E 16.683 PI=0+308.39 603,026.1627 1,904,321.8676 PI=0+308.39 PC=0+309.09 N 57°23'23.71" E 0.701 PC=0+309.09 603,026.7528 1,904,322.2452 D = 22°28'58.01" izq PC=0+309.09 PT=0+328.81 N 27°47'56.78" E 18.862 PT=0+328.81 603,035.5495 1,904,338.9301 D = 59°10'53.87" izq Lc = 19.727 PI=0+319.93 603,035.8886 1,904,328.0900 Rc = 19.099 ST = 10.845 PT=0+328.81 PC=0+332.68 N 01°47'30.15" O 3.870 PC=0+332.68 603,035.4285 1,904,342.7981 PC=0+332.68 PT=0+366.49 N 48°54'57.87" E 29.562 PT=0+366.49 603,057.7106 1,904,362.2250 D = 101°24'56.04" der Lc = 33.805 PI=0+356.03 603,034.6987 1,904,366.1271 Rc = 19.099 ST = 23.340 PT=0+366.49 PC=0+371.59 S 80°22'34.12" E 5.102 PC=0+371.59 603,062.7405 1,904,361.3721 PC=0+371.59 PT=0+398.29 S 85°42'57.78" E 26.661 PT=0+398.29 603,089.3269 1,904,359.3806 D = 10°40'47.33" izq Lc = 26.700 PI=0+384.98 603,075.9407 1,904,359.1338 Rc = 143.239 ST = 13.389 PT=0+398.29 PC=0+405.90 N 88°56'38.56" E 7.610 PC=0+405.90 603,096.9357 1,904,359.5208 PC=0+405.90 PT=0+448.58 N 54°47'57.32" E 40.199 PT=0+448.58 603,129.7839 1,904,382.6933 D = 68°17'22.48" izq Lc = 42.681 PI=0+430.19 603,121.2175 1,904,359.9684 Rc = 35.810 ST = 24.286 PT=0+448.58 PC=0+468.34 N 20°39'16.08" E 19.761 PC=0+468.34 603,136.7544 1,904,401.1846 PC=0+468.34 PT=0+508.93 N 71°23'31.60" E 35.489 PT=0+508.93 603,170.3884 1,904,412.5088 D = 101°28'31.03" der Lc = 40.590 PI=0+496.38 603,146.6443 1,904,427.4207 Rc = 22.918 ST = 28.038 PT=0+508.93 PC=0+512.31 S 57°52'12.89" E 3.376 PC=0+512.31 603,173.2471 1,904,410.7136 PC=0+512.31 PT=0+546.62 N 80°57'18.11" E 31.434 PT=0+546.62 603,204.2904 1,904,415.6553 D = 82°20'58.02" izq Lc = 34.312 PI=0+533.19 603,190.9299 1,904,399.6083 Rc = 23.873 ST = 20.881 PT=0+546.62 PST=0+600.00 N 39°46'49.10" E 53.374 PST=0+600.00 603,238.4413 1,904,456.6731 LONGITUD = 600.000m X Y CUADRO DE CONSTRUCCION DE EJE DE CAMINO LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PC =8+229.48 PI = 8+250.48 \U+0394 = 30\U+00B0 44' Izq. G = 15\U+00B0 00' 00" RC = 76.39 m. ST = 21.000 m. LC = 40.988 m. PT = 8+270.46 PC = 8+322.13 PI = 8+343.450 \U+0394 = 49\U+00B0 52' Der. G = 25\U+00BA 00' 00" RC = 45.837 m. ST = 21.313 m. LC = 39.900 m. PT = 8+362.030 CURVA No. 2 CURVA No. 1 D A T O S D E C U R V A S PC =8+378.33 PI = 8+393.03 \U+0394 = 14\U+00B0 37' Izq. G = 10\U+00BA 00' 00" RC = 114.592 m. ST = 14.702 m. LC = 29.243 m. PT = 8+407.58 CURVA No. 3 PC = 8+532.68 PI = 8+556.03 \U+0394 = 101\U+00B0 24' Der. G = 60\U+00B0 00' 00" RC = 19.099 m. ST = 23.340 m. LC = 33.805 m. PT = 8+566.49 PC = 8+571.59 PI = 8+584.98 \U+0394 = 10° 40' Izq. G = 8º 00' 00" RC = 143.239 m. ST = 13.389 m. LC = 26.700 m. PT = 8+598.29 CURVA No. 7 CURVA No. 6 PC = 8+605.90 PI = 8+630.19 \U+0394 = 68\U+00B0 17' Izq. G = 32\U+00BA 00' 00" RC = 35.810 m. ST = 24.286 m. LC = 42.681 m. PT = 8+648.58 CURVA No. 8 PC = 8+474.29 PI = 8+483.44 \U+0394 = 43\U+00B0 32' Izq. G = 50\U+00BA 00' 00" RC = 22.918 m. ST = 9.153 m. LC = 17.416 m. PT = 8+491.70 CURVA No. 4 PC =8+509.09 PI = 8+519.93 \U+0394 = 59\U+00B0 10' Izq. G = 60\U+00BA 00' 00" RC = 19.099 m. ST = 10.845 m. LC = 19.727 m. PT = 8+528.81 CURVA No. 5 PC = 8+668.34 PI = 8+696.38 \U+0394 = 101° 28' Der. G = 50º 00' 00" RC = 22.918 m. ST = 28.038 m. LC = 40.590 m. PT = 8+708.93 CURVA No. 9 PC = 8+712.31 PI = 8+733.19 \U+0394 = 82\U+00B0 20' Izq. G = 48\U+00BA 00' 00" RC = 23.873 m. ST = 20.881 m. LC = 34.312 m. PT = 8+746.62 CURVA No. 10 49°37'49" 53°46'29" 39°58'25" 70°53'2" DEL CAMINO EJE ESVIAJE NOTA: ESVIAJE 12°00' SOBRE MARGEN IZQUIERDA EJE RIO CL 5 8+460.00 8+480.00 8+500.00 8+520.00 12° 1 P.A. 10 ARR 100 CAD 101 CAM 102 P.A. 103 CAD 104 CAD 105 CAD 106 P.A. 107 CAM 108 CAD 109 CAD 11 ARR 110 CAM 111 CAD 112 CAD 113 CAD 114 P.A. 115 CAD 116 CAM 117 CAD 118 CAM 119 P.A. 12 ARR 120 CAD 121 CAM 122 CAD 123 CAM 124 CAD 125 CAD 126 CAM 127 CAD 128 CAM 129 P.A. 13 ARR 130 CAD 131 CAD 132 CAD 14 P.A. 15 ARR 16 ARR 17 P.A. 18 ARR 19 ARR 2 CAM 20 ARR 21 ARR 22 ARR 23 P.A. 24 ARR 25 ARR 26 P.A. 27 ARR 28 ARR 29 SECC 3 MURO 30 SECC 31 CAM 32 CAM 33 CAM 34 CAM 35 CAM 36 CAM 37 CAM 38 CAM 39 CAM 4 ARR 40 CAM 41 CAM 42 CAM 43 CAM 44 SECC 45 SECC 46 CAM 47 CAM 48 CUN 49 SECC 5 ARR 50 ARR 51 ARR 52 SECC 53 SECC 54 ARR 55 ARR 56 ARR 57 P.A. 58 ARR 59 ARR 6 SECC 60 P.A. 61 ARR 62 ARR 63 ARR 64 P.A. 65 ARR 66 ARR 67 P.A. 68 ARR 69 ARR 7 SECC 70 P.A. 71 ARR 72 ARR 73 ARR 74 ARR 75 CAM 76 CAM 77 CAD 78 CAD 79 CAM 8 ARR 80 P.A. 81 CAM 82 CAD 83 CAD 84 CAD 85 CAD 86 CAD 87 P.A. 88 CAM 89 CAM 9 P.A. 90 CAD 91 P.A. 92 CAD 93 CAD 94 CAM 95 CAD 96 P.A. 97 CAM 98 CAD 99 CAM BN1 PR1 PR2 PR3 PR4 133 134 BN-1 S/POSTE DE CFE ELEV=500.000 490 485 480 485 485 490 485 490 495 495 500 505 510 515 510 505 500 495 505 500 510 515 520 520 525 525 525 530 510 510 510 505 505 500 505 500 0+100 0+200 0+100 0+200 0+100 0+200 0+300 0+100 0+200 CL PTE A CHUTALIJA A PAMALA AGUAS ABAJO AGUAS ARRIBA PR-2 PR-1 S/TROMPO A 11.81 mts. DE 8+200 PR-2 S/TROMPO A 6.13 mts. DE 8+200 PR-3 S/TROMPO A 14.02 mts. DE 8+200 PR-4 S/TROMPO A 12.13 mts. DE 8+200 PR-3 PR-4 PR-1 N 5 5 5 5 CL PTE ACTUAL ACTUAL EJE DE CAMINO COORDENADAS ESCALA GRAFICA DE CURVAS DE NIVEL ARROYO SIMBOLOGIA CROQUIS " PUENTE S/RIO SIN NOMBRE E.C. ALAN SACUM-CHITALIJA KM. 8+500 DIRECCION DE PROYECTOS H. AYUNTAMIENTO MUNICIPAL PROYECTO : PROYECTO : No.PLANO: PLANO : LOCALIDAD : MUNICIPIO : Planta Topografica General Chilon, Chiapas. Varias Realizó y Proyectó: Supervisor de la Delegación VI-Selva Supervisó: Subdelegado Regional vI-Selva Revisó: Director de Construccion de Caminos Vo. Bo. Jefe del Departamento de Estudios y Proyectos Revisor del Proyecto: de Caminos, Carreteras y Puentes Rurales y Puentes Administrador unico 1/1 ESCALA GRAFICA DE CURVAS DE NIVEL CRUVA DE NIVEL 524 A LA 520 CRUVA DE NIVEL 519 A LA 515 CRUVA DE NIVEL 514 A LA 510 CRUVA DE NIVEL 509 A LA 505 CRUVA DE NIVEL 504 A LA 500 CRUVA DE NIVEL 499 A LA 495 CRUVA DE NIVEL 494 A LA 490 CRUVA DE NIVEL 489 A LA 485 CRUVA DE NIVEL 484 A LA 480 CRUVA DE NIVEL 529 A LA 525 CRUVA DE NIVEL 535 A LA 530 490 485 480 485 485 490 485 490 495 495 500 505 510 515 510 505 500 495 505 500 510 515 520 520 525 525 525 530 510 510 510 505 505 500 505 500 535 535 530 530 530 530 530 520 515 510 510 505 505 510 515 505 495 500 495 495 500 495 490 490 480 480 480 480 480 485 475 475 480 480 510 505 500 510 505 500 510 515 505 500 495 490 490 525 520 520 Y=1,903,900 Y=1,904,000 Y=1,904,100 Y=1,904,200 Y=1,904,300 Y=1,904,400 Y=1,904,500 Y=1,904,600 X=602,500 X=602,600 X=602,700 X=602,800 X=602,900 X=603,000 X=603,100 X=603,200 X=603,300 X=603,400 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 PC=8+229.59 PT=8+270.58 PC=8+322.25 PT=8+362.15 PC=8+378.45 PT=8+407.69 PC=8+475.07 PT=8+492.48 PC=8+510.06 PT=8+529.79 PC=8+533.66 PT=8+567.46 PC=8+572.56 PT=8+599.26 PC=8+606.87 PT=8+649.55 PC=8+669.32 PT=8+709.91 PC=8+713.28 PT=8+747.59 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 TERRACERIA CARRETERA PAVIMENTADA LOCALIDAD EN ESTUDIO POBLACION TUXTLA GTZ. S.C.L.C. OCOSINGO A YAJALON A PALENQUE A COMITAN 56 KM 12 KM 85 KM 20 KM CHUTALIJA 68 KM 8 KM PHAMALA 8+200.00 8+220.00 8+240.00 8+260.00 8+280.00 8+300.00 8+320.00 8+340.00 8+360.00 8+380.00 8+400.00 8+420.00 8+440.00 8+460.00 8+480.00 8+500.00 8+520.00 8+540.00 8+560.00 8+580.00 8+600.00 8+620.00 8+640.00 8+660.00 8+680.00 8+700.00 8+720.00 8+740.00 8+760.00 8+780.00 8+800.00 Chiapas \fTimes New Roman|b0|i0|c0|p18;Gobierno de ¡HECHOS, NO PALABRAS! TERRACERIA CARRETERA PAVIMENTADA LOCALIDAD EN ESTUDIO POBLACION TUXTLA GTZ. S.C.L.C. OCOSINGO A YAJALON A PALENQUE A COMITAN 56 KM 12 KM 85 KM 20 KM CHUTALIJA 68 KM 8 KM PHAMALA N o r t e LADO X Y EST PV PST=0+000.00 602,765.2404 1,904,599.1485 PST=0+000.00 PI=0+020.00 N 73°08'19.06" E 20.000 PI=0+020.00 602,784.3806 1,904,604.9496 PI=0+020.00 PI=0+080.00 N 84°37'21.09" E 60.000 PI=0+080.00 602,844.1165 1,904,610.5727 D = 11°29'2.02" der PI=0+080.00 PI=0+160.00 S 78°06'26.53" E 80.000 PI=0+160.00 602,922.3994 1,904,594.0864 D = 17°16'12.39" der PI=0+160.00 PI=0+200.00 S 22°57'34.01" E 40.000 PI=0+200.00 602,938.0026 1,904,557.2551 D = 55°8'52.52" der PI=0+200.00 PI=0+226.32 S 01°12'05.53" E 26.321 PI=0+226.32 602,938.5545 1,904,530.9395 D = 21°45'28.48" der PI=0+226.32 PI=0+245.32 S 17°45'58.12" O 19.002 PI=0+245.32 602,932.7565 1,904,512.8441 D = 18°58'3.65" der PI=0+245.32 PI=0+265.84 S 08°56'40.86" E 20.521 PI=0+265.84 602,935.9471 1,904,492.5731 D = 26°42'38.98" izq PI=0+265.84 PI=0+285.92 S 30°46'17.96" E 20.083 PI=0+285.92 602,946.2219 1,904,475.3176 D = 21°49'37.09" izq PI=0+285.92 PI=0+306.18 S 47°14'14.68" E 20.261 PI=0+306.18 602,961.0967 1,904,461.5613 D = 16°27'56.73" izq PI=0+306.18 PI=0+326.27 S 50°40'39.40" E 20.089 PI=0+326.27 602,976.6378 1,904,448.8310 D = 3°26'24.71" izq PI=0+326.27 PI=0+346.68 S 11°05'16.77" O 20.407 PI=0+346.68 602,972.7131 1,904,428.8047 D = 61°45'56.16" der PI=0+346.68 PI=0+366.34 S 00°22'33.53" O 19.659 PI=0+366.34 602,972.5841 1,904,409.1464 D = 10°42'43.23" izq PI=0+366.34 PI=0+384.27 S 75°07'46.38" E 17.933 PI=0+384.27 602,989.9165 1,904,404.5442 D = 75°30'19.92" izq PI=0+384.27 PI=0+392.00 N 87°09'46.15" E 7.733 PI=0+392.00 602,997.6397 1,904,404.9270 D = 17°42'27.47" izq PI=0+392.00 PI=0+403.78 S 54°31'26.67" E 11.773 PI=0+403.78 603,007.2267 1,904,398.0947 D = 38°18'47.18" der PI=0+403.78 PI=0+425.69 S 32°54'11.25" O 21.913 PI=0+425.69 602,995.3230 1,904,379.6965 D = 87°25'37.92" der PI=0+425.69 PI=0+444.94 S 06°10'24.17" O 19.249 PI=0+444.94 602,993.2530 1,904,360.5596 D = 26°43'47.08" izq PI=0+444.94 PI=0+464.56 S 41°19'37.53" E 19.626 PI=0+464.56 603,006.2129 1,904,345.8217 D = 47°30'1.7" izq PI=0+464.56 PI=0+480.47 S 35°26'46.95" E 15.904 PI=0+480.47 603,015.4362 1,904,332.8656 D = 5°52'50.59" der PI=0+480.47 PI=0+489.37 S 16°21'56.98" E 8.905 PI=0+489.37 603,017.9452 1,904,324.3217 D = 19°4'49.97" der PI=0+489.37 PI=0+491.31 S 07°52'59.22" E 1.939 PI=0+491.31 603,018.2112 1,904,322.4010 D = 8°28'57.75" der PI=0+491.31 PI=0+500.00 S 08°34'08.50" O 8.684 PI=0+500.00 603,016.9172 1,904,313.8135 D = 16°27'7.72" der PI=0+500.00 PI=0+507.59 S 02°20'19.83" O 7.595 PI=0+507.59 603,016.6072 1,904,306.2250 D = 6°13'48.67" izq PI=0+507.59 PI=0+518.68 S 01°00'23.01" E 11.091 PI=0+518.68 603,016.8020 1,904,295.1359 D = 3°20'42.84" izq PI=0+518.68 PI=0+524.56 S 02°51'07.76" E 5.881 PI=0+524.56 603,017.0947 1,904,289.2619 D = 1°50'44.75" izq PI=0+524.56 PI=0+537.32 S 32°53'19.05" O 12.754 PI=0+537.32 603,010.1690 1,904,278.5517 D = 35°44'26.8" der PI=0+537.32 PI=0+558.66 S 05°02'51.16" O 21.341 PI=0+558.66 603,008.2914 1,904,257.2938 D = 27°50'27.89" izq PI=0+558.66 PI=0+580.76 S 04°12'02.41" O 22.104 PI=0+580.76 603,006.6723 1,904,235.2493 D = 0°50'48.75" izq PI=0+580.76 PI=0+597.96 S 05°09'01.12" E 17.196 PI=0+597.96 603,008.2159 1,904,218.1232 D = 9°21'3.53" izq PI=0+597.96 PI=0+619.42 S 04°59'26.94" O 21.467 PI=0+619.42 603,006.3484 1,904,196.7378 D = 10°8'28.05" der PI=0+619.42 PI=0+638.25 S 08°27'14.69" E 18.830 PI=0+638.25 603,009.1167 1,904,178.1124 D = 13°26'41.62" izq PI=0+638.25 PI=0+660.37 S 24°06'53.82" O 22.116 PI=0+660.37 603,000.0806 1,904,157.9261 D = 32°34'8.5" der PI=0+660.37 PI=0+679.58 S 15°51'42.75" O 19.208 PI=0+679.58 602,994.8308 1,904,139.4496 D = 8°15'11.06" izq PI=0+679.58 PI=0+698.51 S 07°55'38.02" E 18.936 PI=0+698.51 602,997.4423 1,904,120.6946 D = 23°47'20.77" izq PI=0+698.51 PI=0+717.33 S 12°56'31.46" O 18.819 PI=0+717.33 602,993.2275 1,904,102.3537 D = 20°52'9.48" der PI=0+717.33 PI=0+732.93 S 69°25'34.94" O 15.593 PI=0+732.93 602,978.6292 1,904,096.8742 D = 56°29'3.48" der PI=0+732.93 PI=0+752.25 S 60°48'21.51" O 19.328 PI=0+752.25 602,961.7566 1,904,087.4468 D = 8°37'13.44" izq PI=0+752.25 PI=0+772.92 S 01°40'58.87" E 20.667 PI=0+772.92 602,962.3636 1,904,066.7886 D = 62°29'20.37" izq PI=0+772.92 PI=0+800.00 S 26°37'41.34" E 27.075 PI=0+800.00 602,974.4986 1,904,042.5853 D = 24°56'42.47" izq PI=0+800.00 PI=0+820.00 S 09°25'33.11" E 20.000 PI=0+820.00 602,977.7740 1,904,022.8554 D = 17°12'8.23" der PI=0+820.00 PI=0+880.00 S 06°18'49.09" O 60.000 PI=0+880.00 602,971.1758 1,903,963.2193 D = 15°44'22.2" der PI=0+880.00 PI=0+940.00 S 28°01'31.78" O 60.000 PI=0+940.00 602,942.9839 1,903,910.2550 D = 21°42'42.68" der PI=0+940.00 PST=0+000.00 S 12°50'53.18" O 60.000 PST=0+000.00 602,929.6419 1,903,851.7572 D = 15°10'38.6" izq LONGITUD = 1,000.00m CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV X Y PST=0+000.00 602,752.9245 1,904,429.5202 PST=0+000.00 PC=0+029.48 S 60°36'42.82" E 29.481 PC=0+029.48 602,778.6114 1,904,415.0533 PC=0+029.48 PT=0+070.46 S 75°58'56.21" E 40.498 PT=0+070.46 602,817.9033 1,904,405.2439 D = 30°44'26.77" izq Lc = 40.988 PI=0+050.48 602,796.9091 1,904,404.7481 Rc = 76.394 ST = 21.000 PT=0+070.46 PC=0+122.13 N 88°38'50.41" E 51.670 PC=0+122.13 602,869.5593 1,904,406.4636 PC=0+122.13 PT=0+162.03 S 66°24'53.85" E 38.652 PT=0+162.03 602,904.9829 1,904,390.9984 D = 49°52'31.49" der Lc = 39.900 PI=0+143.45 602,890.8666 1,904,406.9667 Rc = 45.837 ST = 21.313 PT=0+162.03 PC=0+178.33 S 41°28'38.10" E 16.299 PC=0+178.33 602,915.7783 1,904,378.7867 PC=0+178.33 PT=0+207.58 S 48°47'17.16" E 29.164 PT=0+207.58 602,937.7178 1,904,359.5721 D = 14°37'18.11" izq Lc = 29.243 PI=0+193.03 602,925.5155 1,904,367.7720 Rc = 114.592 ST = 14.702 PT=0+207.58 PI=0+274.08 S 56°05'56.21" E 66.501 PI=0+274.08 602,992.9135 1,904,322.4806 PI=0+274.08 PC=0+274.29 S 56°35'11.23" E 0.210 PC=0+274.29 602,993.0888 1,904,322.3650 D = 0°29'15.02" izq PC=0+274.29 PT=0+291.70 S 78°21'24.76" E 17.000 PT=0+291.70 603,009.7392 1,904,318.9341 D = 43°32'27.05" izq Lc = 17.416 PI=0+283.44 603,000.7289 1,904,317.3247 Rc = 22.918 ST = 9.153 PT=0+291.70 PI=0+308.39 N 79°52'21.72" E 16.683 PI=0+308.39 603,026.1627 1,904,321.8676 PI=0+308.39 PC=0+309.09 N 57°23'23.71" E 0.701 PC=0+309.09 603,026.7528 1,904,322.2452 D = 22°28'58.01" izq PC=0+309.09 PT=0+328.81 N 27°47'56.78" E 18.862 PT=0+328.81 603,035.5495 1,904,338.9301 D = 59°10'53.87" izq Lc = 19.727 PI=0+319.93 603,035.8886 1,904,328.0900 Rc = 19.099 ST = 10.845 PT=0+328.81 PC=0+332.68 N 01°47'30.15" O 3.870 PC=0+332.68 603,035.4285 1,904,342.7981 PC=0+332.68 PT=0+366.49 N 48°54'57.87" E 29.562 PT=0+366.49 603,057.7106 1,904,362.2250 D = 101°24'56.04" der Lc = 33.805 PI=0+356.03 603,034.6987 1,904,366.1271 Rc = 19.099 ST = 23.340 PT=0+366.49 PC=0+371.59 S 80°22'34.12" E 5.102 PC=0+371.59 603,062.7405 1,904,361.3721 PC=0+371.59 PT=0+398.29 S 85°42'57.78" E 26.661 PT=0+398.29 603,089.3269 1,904,359.3806 D = 10°40'47.33" izq Lc = 26.700 PI=0+384.98 603,075.9407 1,904,359.1338 Rc = 143.239 ST = 13.389 PT=0+398.29 PC=0+405.90 N 88°56'38.56" E 7.610 PC=0+405.90 603,096.9357 1,904,359.5208 PC=0+405.90 PT=0+448.58 N 54°47'57.32" E 40.199 PT=0+448.58 603,129.7839 1,904,382.6933 D = 68°17'22.48" izq Lc = 42.681 PI=0+430.19 603,121.2175 1,904,359.9684 Rc = 35.810 ST = 24.286 PT=0+448.58 PC=0+468.34 N 20°39'16.08" E 19.761 PC=0+468.34 603,136.7544 1,904,401.1846 PC=0+468.34 PT=0+508.93 N 71°23'31.60" E 35.489 PT=0+508.93 603,170.3884 1,904,412.5088 D = 101°28'31.03" der Lc = 40.590 PI=0+496.38 603,146.6443 1,904,427.4207 Rc = 22.918 ST = 28.038 PT=0+508.93 PC=0+512.31 S 57°52'12.89" E 3.376 PC=0+512.31 603,173.2471 1,904,410.7136 PC=0+512.31 PT=0+546.62 N 80°57'18.11" E 31.434 PT=0+546.62 603,204.2904 1,904,415.6553 D = 82°20'58.02" izq Lc = 34.312 PI=0+533.19 603,190.9299 1,904,399.6083 Rc = 23.873 ST = 20.881 PT=0+546.62 PST=0+600.00 N 39°46'49.10" E 53.374 PST=0+600.00 603,238.4413 1,904,456.6731 LONGITUD = 600.000m X Y CUADRO DE CONSTRUCCION DE EJE DE CAMINO LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34;0+029.48 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+050.48 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 30\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 44' Izq. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 15\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 00' 00\fArial|b0|i0|c238|p34;"\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 76.39 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 21.000 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 40.988 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+070.46 PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+122.13 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+143.450 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 49\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 52' Der. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 25\fArial|b0|i0|c238|p34;\U+00BA\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;00\fArial|b0|i0|c0|p34;' 00" \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 45.837 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 21.313 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 39.900 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+162.030 CURVA No. 2 CURVA No. 1 D A T O S D E C U R V A S PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34;0+178.33 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+193.03 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 14\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 37' Izq. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 10\fArial|b0|i0|c238|p34;\U+00BA\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;00\fArial|b0|i0|c0|p34;' 00" \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 114.592 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 14.702 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 29.243 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+207.58 CURVA No. 3 PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+332.68 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+356.03 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 101\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 24' Der. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 60\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 00' 00\fArial|b0|i0|c238|p34;"\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 19.099 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 23.340 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 33.805 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+366.49 PC = 0+371.59 PI = 0+384.98 \U+0394\fArial|b0|i0|c0|p34; = 10° 40' Izq. G = 8º 00' 00" RC = 143.239 m. ST = 13.389 m. LC = 26.700 m. PT = 0+398.29 CURVA No. 7 CURVA No. 6 PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+405.90 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+430.19 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 68\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 17' Izq. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 32\fArial|b0|i0|c238|p34;\U+00BA\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;00\fArial|b0|i0|c0|p34;' 00" \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 35.810 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 24.286 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 42.681 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+448.58 CURVA No. 8 PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+274.29 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+283.44 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 43\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 32' Izq. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 50\fArial|b0|i0|c238|p34;\U+00BA\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;00\fArial|b0|i0|c0|p34;' 00" \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 22.918 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 9.153 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 17.416 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+291.70 CURVA No. 4 PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34;0+309.09 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+319.93 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 59\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 10' Izq. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 60\fArial|b0|i0|c238|p34;\U+00BA\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;00\fArial|b0|i0|c0|p34;' 00" \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 19.099 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 10.845 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 19.727 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+328.81 CURVA No. 5 PC = 0+468.34 PI = 0+496.38 \U+0394\fArial|b0|i0|c0|p34; = 101° 28' Der. G = 50º 00' 00" RC = 22.918 m. ST = 28.038 m. LC = 40.590 m. PT = 0+508.93 CURVA No. 9 PC \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+512.31 \fArial|b0|i0|c238|p34;PI\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+533.19 \fArial|b0|i0|c161|p34;\U+0394\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 82\fArial|b0|i0|c238|p34;\U+00B0\fArial|b0|i0|c0|p34; 20' Izq. \fArial|b0|i0|c238|p34;G\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 48\fArial|b0|i0|c238|p34;\U+00BA\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;00\fArial|b0|i0|c0|p34;' 00" \fArial|b0|i0|c238|p34;R\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 23.873 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;ST\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 20.881 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;L\fArial|b0|i0|c0|p34;C \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 34.312 \fArial|b0|i0|c238|p34;m\fArial|b0|i0|c0|p34;. \fArial|b0|i0|c238|p34;PT\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;=\fArial|b0|i0|c0|p34; 0+546.62 CURVA No. 10 ESCALA GRAFICA DE CURVAS DE NIVEL CURVA DE NIVEL 484 A LA 475 CURVA DE NIVEL 514 A LA 505 CURVA DE NIVEL 504 A LA 495 CURVA DE NIVEL 494 A LA 485 CURVA DE NIVEL 464 A LA 455 CURVA DE NIVEL 474 A LA 465 CURVA DE NIVEL 454 A LA 445 CURVA DE NIVEL 444 A LA 435 CURVA DE NIVEL 434 A LA 425 CURVA DE NIVEL 534 A LA 525 CURVA DE NIVEL 524 A LA 515 CURVA DE NIVEL 424 A LA 415 CURVA DE NIVEL 544 A LA 535 CURVA DE NIVEL 554 A LA 545 EJE DE CAMINO COORDENADAS ESCALA GRAFICA DE CURVAS DE NIVEL ARROYO CURVA DE NIVEL 484 A LA 475 CURVA DE NIVEL 514 A LA 505 CURVA DE NIVEL 504 A LA 495 CURVA DE NIVEL 494 A LA 485 CURVA DE NIVEL 464 A LA 455 CURVA DE NIVEL 474 A LA 465 CURVA DE NIVEL 454 A LA 445 CURVA DE NIVEL 444 A LA 435 CURVA DE NIVEL 434 A LA 425 CURVA DE NIVEL 534 A LA 525 CURVA DE NIVEL 524 A LA 515 CURVA DE NIVEL 424 A LA 415 CURVA DE NIVEL 544 A LA 535 CURVA DE NIVEL 554 A LA 545 SIMBOLOGIA CROQUIS TERRACERIA CARRETERA PAVIMENTADA LOCALIDAD EN ESTUDIO POBLACION CHILON GRANDE EL RECREO PUENTE A YAJALON 15 KM 5 KM 2 KM LA VENTANA AURORA " PUENTE S/RIO SIN NOMBRE CAMINO LA VENTANA - EL RECREO " SECRETARIA DE INFRAESTRUCTURA GOBIERNO DEL ESTADO DE CHIAPAS ING. JOSE CUAUHTEMOC ORDAZ GORDILLO PROYECTO : Secretario de Infraestructura PROYECTO : No.PLANO: PLANO : LOCALIDAD : MUNICIPIO : Planta Topografica Detallada Yajalon, Chiapas. Varias Octubre 2011 \W0.80000x;HEMAG CONSTRUCTORES, S.A. DE C.V. HEMAG CONSTRUCTORES, S.A. DE C.V. Ing. Tiburcio Martinez Mendoza Realizó y Proyectó: ING. BENJAMIN SANCHEZ LOPEZ Supervisor de la Delegación VI-Selva Supervisó: ING. HUGO OCTAVIO AVENDAÑO DOMINGUEZ Subdelegado Regional vI-Selva Revisó: ING. JOSE ADOLFO CASTANEDO ANDRADE Director de Construccion de Caminos Vo. Bo. ING. CONSTANTINO GUTIERREZ MARTINEZ Jefe del Departamento de Estudios y Proyectos Revisor del Proyecto: de Caminos, Carreteras y Puentes Rurales y Puentes Administrador unico 1/1 PR-1 S/TROMPO A 11.81 mts. DE 0+000 PR-2 S/TROMPO A 6.13 mts. DE 0+000 PR-3 S/TROMPO A 14.02 mts. DE 0+000 PR-4 S/TROMPO A 12.13 mts. DE 0+000 N 5 5 5 5 CL PTE ACTUAL EJE DE CAMINO COORDENADAS ESCALA GRAFICA DE CURVAS DE NIVEL ARROYO SIMBOLOGIA CROQUIS " PUENTE S/RIO SIN NOMBRE E.C. ALAN SACUM-CHITALIJA KM. 8+500 SECRETARIA DE INFRAESTRUCTURA GOBIERNO DEL ESTADO DE CHIAPAS ING. JOSE CUAUHTEMOC ORDAZ GORDILLO PROYECTO : Secretario de Infraestructura PROYECTO : No.PLANO: PLANO : LOCALIDAD : MUNICIPIO : Planta Topografica General Chilon, Chiapas. Varias Junio 2011 HEMAG CONSTRUCTORES, S.A. DE C.V. Ing. Tiburcio Martinez Mendoza Realizó y Proyectó: ING. BENJAMIN SANCHEZ LOPEZ Supervisor de la Delegación VI-Selva Supervisó: ING. HUGO OCTAVIO AVENDAÑO DOMINGUEZ Subdelegado Regional vI-Selva Revisó: ING. JOSE ADOLFO CASTANEDO ANDRADE Director de Construccion de Caminos Vo. Bo. ING. CONSTANTINO GUTIERREZ MARTINEZ Jefe del Departamento de Estudios y Proyectos Revisor del Proyecto: de Caminos, Carreteras y Puentes Rurales y Puentes Administrador unico 1/1 ESCALA GRAFICA DE CURVAS DE NIVEL CRUVA DE NIVEL 524 A LA 520 CRUVA DE NIVEL 519 A LA 515 CRUVA DE NIVEL 514 A LA 510 CRUVA DE NIVEL 509 A LA 505 CRUVA DE NIVEL 504 A LA 500 CRUVA DE NIVEL 499 A LA 495 CRUVA DE NIVEL 494 A LA 490 CRUVA DE NIVEL 489 A LA 485 CRUVA DE NIVEL 484 A LA 480 CRUVA DE NIVEL 529 A LA 525 CRUVA DE NIVEL 535 A LA 530 TERRACERIA CARRETERA PAVIMENTADA LOCALIDAD EN ESTUDIO POBLACION TUXTLA GTZ. S.C.L.C. OCOSINGO A YAJALON A PALENQUE A COMITAN 56 KM 12 KM 85 KM 20 KM CHUTALIJA 68 KM 8 KM PHAMALA ING. MIGUEL ANGEL MUÑOA NANDAYAPA 49°37'49" 53°46'29" 39°58'25" 70°53'2" PR-1 S/TROMPO A 11.81 mts. DE 8+200 PR-2 S/TROMPO A 6.13 mts. DE 8+200 PR-3 S/TROMPO A 14.02 mts. DE 8+200 PR-4 S/TROMPO A 12.13 mts. DE 8+200 N 5 5 5 5 CL PTE ACTUAL PC =8+229.48 PI = 8+250.48 \U+0394 = 30\U+00B0 44' Izq. G = 15\U+00B0 00' 00" RC = 76.39 m. ST = 21.000 m. LC = 40.988 m. PT = 8+270.46 PC = 8+322.13 PI = 8+343.450 \U+0394 = 49\U+00B0 52' Der. G = 25\U+00BA 00' 00" RC = 45.837 m. ST = 21.313 m. LC = 39.900 m. PT = 8+362.030 CURVA No. 2 CURVA No. 1 D A T O S D E C U R V A S PC =8+378.33 PI = 8+393.03 \U+0394 = 14\U+00B0 37' Izq. G = 10\U+00BA 00' 00" RC = 114.592 m. ST = 14.702 m. LC = 29.243 m. PT = 8+407.58 CURVA No. 3 PC = 8+532.68 PI = 8+556.03 \U+0394 = 101\U+00B0 24' Der. G = 60\U+00B0 00' 00" RC = 19.099 m. ST = 23.340 m. LC = 33.805 m. PT = 8+566.49 PC = 8+571.59 PI = 8+584.98 \U+0394 = 10° 40' Izq. G = 8º 00' 00" RC = 143.239 m. ST = 13.389 m. LC = 26.700 m. PT = 8+598.29 CURVA No. 7 CURVA No. 6 PC = 8+605.90 PI = 8+630.19 \U+0394 = 68\U+00B0 17' Izq. G = 32\U+00BA 00' 00" RC = 35.810 m. ST = 24.286 m. LC = 42.681 m. PT = 8+648.58 CURVA No. 8 PC = 8+474.29 PI = 8+483.44 \U+0394 = 43\U+00B0 32' Izq. G = 50\U+00BA 00' 00" RC = 22.918 m. ST = 9.153 m. LC = 17.416 m. PT = 8+491.70 CURVA No. 4 PC =8+509.09 PI = 8+519.93 \U+0394 = 59\U+00B0 10' Izq. G = 60\U+00BA 00' 00" RC = 19.099 m. ST = 10.845 m. LC = 19.727 m. PT = 8+528.81 CURVA No. 5 PC = 8+668.34 PI = 8+696.38 \U+0394 = 101° 28' Der. G = 50º 00' 00" RC = 22.918 m. ST = 28.038 m. LC = 40.590 m. PT = 8+708.93 CURVA No. 9 PC = 8+712.31 PI = 8+733.19 \U+0394 = 82\U+00B0 20' Izq. G = 48\U+00BA 00' 00" RC = 23.873 m. ST = 20.881 m. LC = 34.312 m. PT = 8+746.62 CURVA No. 10 49°37'49" 53°46'29" 39°58'25" 70°53'2" BN-1 S/POSTE DE CFE ELEV=500.000 500 495 505 500 PR-2 PR-3 PR-4 PR-1 500 495 505 500 510 505 510 0+460.00 0+480.00 0+500.00 0+520.00 8+460.00 8+480.00 8+500.00 8+520.00 PC=8+474.29 PT=8+491.70 PC=8+509.09 PT=8+528.81 C4 C5 EJE DE CAMINO COORDENADAS ESCALA GRAFICA DE CURVAS DE NIVEL ARROYO SIMBOLOGIA CROQUIS " PUENTE S/RIO SIN NOMBRE E.C. ALAN SACUM-CHITALIJA KM. 8+500 DIRECCION DE PROYECTOS H. AYUNTAMIENTO MUNICIPAL PROYECTO : PROYECTO : No.PLANO: PLANO : LOCALIDAD : MUNICIPIO : Planta Topografica Detallada Chilon, Chiapas. Varias Realizó y Proyectó: Supervisor de la Delegación VI-Selva Supervisó: Subdelegado Regional vI-Selva Revisó: Director de Construccion de Caminos Vo. Bo. Jefe del Departamento de Estudios y Proyectos Revisor del Proyecto: de Caminos, Carreteras y Puentes Rurales y Puentes Administrador unico 1/1 ESCALA GRAFICA DE CURVAS DE NIVEL CRUVA DE NIVEL 524 A LA 520 CRUVA DE NIVEL 519 A LA 515 CRUVA DE NIVEL 514 A LA 510 CRUVA DE NIVEL 509 A LA 505 CRUVA DE NIVEL 504 A LA 500 CRUVA DE NIVEL 499 A LA 495 CRUVA DE NIVEL 494 A LA 490 CRUVA DE NIVEL 489 A LA 485 CRUVA DE NIVEL 484 A LA 480 CRUVA DE NIVEL 529 A LA 525 CRUVA DE NIVEL 535 A LA 530 TERRACERIA CARRETERA PAVIMENTADA LOCALIDAD EN ESTUDIO POBLACION TUXTLA GTZ. S.C.L.C. OCOSINGO A YAJALON A PALENQUE A COMITAN 56 KM 12 KM 85 KM 20 KM CHUTALIJA 68 KM 8 KM PHAMALA

Language	Spanish
Drawing Type	Detail
Category	Handbooks & Manuals
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, contours, DETAIL, details, DWG, floor, infrastructure, Level, plant, study, topographic