Junction Atlacomulco DWG Block for AutoCAD

Junction Atlacomulco DWG Block for AutoCAD

Proposal junction via atlacomulco

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

telmex, architecture and land routes, s.a. of c.v., archives, legal representative, technical director, cp. francisco ruiz mendieta, ing. daniel canseco lópez, movement diagram, huichapan, apaseo el grande, queretaro, atlacomulco, a – a ‘, sections type, b – b’, c – c ‘, san miguel, arcangel, door, palmillas, hunt, mex, cemetery, microwave, bench, canvas, pains, farm, santa barbara, cave, material, charro, godoy, location sketch, axis, pt or et, pi or pst, curve, pc or tee, horizontal alignment geometry , oe, st or ste, secondary axis construction, side, distance, bearing, coordinates, est, pedestrian, zeros, graphic scale, telephone pole, cfe pole, lamp, pemex post, telmex records, construction , primary level curves, secondary level curves, wire fence, right of way project, paved roadside, dirt roadside, electric power tower lines, utm coordinates reticle, auxiliary stroke axis, project, direction of circulation, payment booth, simbology, pst, road :, mexico, d.f. ,, km :, section :, origin :, junction atlacomulco, construction plant, zeros terraplan, zeros court, work, type, crossing, normal, radial

Raw text data extracted from CAD file:

CF TELMEX Km Km PT PM LA Arquitectura y Vías Terrestres, S.A. de C.V. ArquiVias \W3.37266; Bellavista No. 52 Col. El Mirador Ampl. Tepepan, Deleg. \W5.50790; Xochimilco, México, D.F, CP. 16060 \W9.23000; Tel. / Fax: (0155) 5489 0214 e-mail: \W7.88857; arquivias@prodigy.net.mx REPRESENTANTE LEGAL DIRECTOR TECNICO CP. Francisco Ruiz Mendieta Ing. Daniel Canseco López Cédula Profesional: 3358421 DIAGRAMA DE MOVIMIENTOS HUICHAPAN APASEO EL GRANDE QUERETARO ATLACOMULCO A - A' 2.50 7.00 2.00 7.00 2.50 21.00 SECCIONES TIPO B - B' 2.50 4.50 1.00 C - C' 8.00 2.50 5.50 1.00 9.00 SAN MIGUEL ARCANGEL PUERTA PALMILLAS EL CAZADERO 57 45 MEX MEX CEMENTERIO MICROONDAS BANCO DE LIENZO DOLORES BANCO DE GRANJA CEMENTERIO SANTA BARBARA DE LA CUEVA MATERIAL CHARRO GODOY MATERIAL MICROONDAS MICROONDAS 55 MEX CROQUIS DE LOCALIZACION ENT. ATLACOMULCO KM 6+730 Eje PT o ET X X Y X EC Y PI o PST X Y X CURVA PC o TE GEOMETRÍA DE ALINEAMIENTO HORIZONTAL Y CE Y p k Yc Xc Le O e Rc ST o STe Lc Gc c t CURVA +000 PC=10+000.00 100 200 300 400 PT=10+133.54 PC=10+256.23 PT=10+377.63 PST=10+483.91 101 102 Tang=122.696 Az= 311º 49' 21.16'' Tang=106.284 Az= 351º 16' 32.14'' 10 202 202 20+000.00 100 200 300 400 PC=20+085.16 PT=20+228.24 PC=20+306.19 PT=20+444.64 Tang=85.157 Az= 175º 19' 18.89'' Tang=77.942 Az= 221º 49' 29.84'' 20 PC=30+000.00 100 200 300 PT=30+134.02 PC=30+263.43 PT=30+382.84 301 302 400 PT=30+494.57 Tang=129.413 Az= 221º 49' 29.84'' Tang=111.738 Az= 170º 37' 47.68'' 30 PST=40+000.00 100 200 300 400 PC=40+083.82 PT=40+227.93 PC=40+311.43 PT=40+449.89 402 401 Tang=83.814 Az= 354º 58' 58.42'' Tang=83.487 Az= 41º 49' 23.35'' 40 PC=60+000.00 100 200 300 400 500 PT=PC60+098.39 PT=60+196.78 PC=60+304.98 PT=PC60+406.59 PT=60+508.20 604 603 602 601 Tang=108.194 Az= 352º 28' 14.68'' 60 PC=50+000.00 100 200 300 400 500 PT=PC50+098.40 PT=50+196.78 PC=50+304.98 PT=PC50+406.59 PT=50+508.20 501 502 503 504 Tang=108.195 Az= 172º 28' 20.60'' 50 300 400 500 600 700 800 900 PST=1+000.000 PST=0+200.00 0 Tang= 800.00 m Az= 172° 29' 25.97" ° ' " ° ' " PI 000+000.000 000 00 00 000.000 000.000 s/Mezquite 000 00 00 000.000 000.000 s/Mezquite 7.00 2.50 2.00 7.00 2.50 2.50 5.50 1.00 2.50 4.50 1.00 7.00 2.50 2.00 7.00 2.50 7.00 2.50 2.00 7.00 2.50 2210.00 2210.00 2210.00 2215.00 2220.00 2220.00 2215.00 2215.00 2210.00 2210.00 2220.00 2220.00 2215.00 CUADRO DE CONSTRUCCION DE EJE SECUNDARIO LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 402,507.950 2,244,706.126 PST=0+000.00 PST=1+633.16 S 07°30'34.05" E 1,633.164 PST=1+633.16 402,721.388 2,243,086.969 LONGITUD = 1,633.164m PEATONAL PEATONAL 7 1 2 PC=7+084.514 CE=6+173.175 ET=6+282.175 PST=6+300.000 6+000 1 2 3 4 5 6 7 8 9 7+000 PSC=6+000 APASEO EL GRANDE QUERETARO ATLACOMULCO HUICHAPAN A' A A' A A' A C' C 2.50 4.00 3.50 1.00 2.50 3.50 3.50 2.50 2.50 4.50 1.00 C' C 2.50 4.50 1.00 C' C 2.50 4.50 1.00 C' C 2.50 4.50 1.00 C' C 2.50 4.50 1.00 C' C 2.50 4.50 1.00 C' C 2.50 4.50 1.00 C' C C' C 2.50 5.50 1.00 C' C 2.50 5.50 1.00 C' C 2.50 5.50 1.00 C' C 10.50 2.50 2.00 10.50 Y=2,243,500 Y=2,243,600 Y=2,243,700 Y=2,243,800 Y=2,243,900 Y=2,244,000 Y=2,244,200 Y=2,244,300 Y=2,244,400 Y=2,244,500 Y=2,244,600 Y=2,244,700 X=402,100 X=402,200 X=402,300 X=402,400 X=402,500 X=402,600 X=402,700 X=402,800 X=402,900 X=403,000 X=403,100 X=403,200 X=403,300 X=402,700 Y=2,244,100 Y=2,244,100 10+046.55 20+405.52 30+047.01 40+410.58 50+026.05 50+487.88 60+026.05 60+487.88 6+488.72 6+490.49 6+512.25 6+514.65 6+629.88 6+635.23 6+643.91 6+648.06 6+784.84 6+788.98 6+797.66 6+803.01 6+922.63 6+925.03 6+938.39 6+940.15 50+176.46 50+330.93 60+176.46 60+330.93 10+342.01 20+125.67 30+349.19 40+127.16 0+823.96 0+822.19 0+806.37 0+808.75 0+669.50 0+673.17 0+674.84 0+677.31 0+523.64 0+519.97 0+518.30 0+515.83 0+386.61 0+388.91 0+373.94 0+375.71 a 11.50 mts der de Est 6+978.39 a 11.57 mts der de Est 6+467.15 a 2.83 mts izq de Est 0+062.25 a 2.83 mts izq de Est 6+774.65 a 11.51 mts izq de Est 6+658.25 a 11.56 mts izq de Est 6+970.60 a 18.53 mts izq de Est 0+934.41 a 11.50 mts izq de Est 6+450.29 a 19.63 mts izq de Est 0+032.93 a 2.50 mts izq de Est 0+968.41 ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros ceros OD 17 0+88\fArial|b0|i0|c238|p34;0.00 NORMAL LC 1.50 x 1.00 m (EXISTENTE) AMPLIACION 40+220.00 45°00' IZQ LC 1.50 x 1.00 m OBRA NUEVA 60+360.00 RADIAL LC 1.50 x 1.00 m OBRA NUEVA 0+400.00 NORMAL LC 1.50 x 0.80 m OBRA NUEVA 6+400.00 30\U+00B000' IZQ TC 1.20 m \U+00D8 OBRA NUEVA 60+340.11 PUNTO MAS BAJO CANALIZAR A OBRA DE KM 60+360.00 canal sección rectangular 0.80 x 0.60 m revestido de concreto f'c=100 kgcm² canal sección rectangular 0.80 x 0.60 m revestido de concreto f'c=100 kgcm² 60+171.11 PUNTO MAS BAJO CANALIZAR A OBRA DE KM 60+160.00 60+080.00 30°00' IZQ TC 1.20 m Ø OBRA NUEVA 0+800.00 NORMAL LC 1.50 x 1.00 m OBRA NUEVA 0+487.26 NORMAL LC 1.50 x 1.00 m OBRA NUEVA 0+700.00 NORMAL LC 1.50 x 1.00 m OBRA NUEVA 20+220.00 35°00' IZQ TC 1.50 m \U+00D8 OBRA NUEVA 20+340.00 35\U+00B000' IZQ TC 1.50 m \U+00D8 OBRA NUEVA 50+466.00 35°00' IZQ TC 1.50 m Ø OBRA NUEVA 30+100.00 35°00' DER TC 1.50 m Ø OBRA NUEVA 30+220.00 30°00' DER TC 1.50 m Ø OBRA NUEVA 50+060.00 RADIAL TC 1.20 m \U+00D8 OBRA NUEVA 60+440.00 20°00' DER TC 1.50 m \U+00D8 OBRA NUEVA 60+160.00 RADIAL LC 1.50 x 1.00 m OBRA NUEVA OD 05 OD 04 OD 03 OD 02 OD 01 OD 06 OD 07 OD 08 OD 09 OD 10 OD 11 OD 12 OD 13 OD 14 OD 15 OD 16 (EN METROS) 1 : 1000 ESCALA GRAFICA 100 80 60 40 20 0 Y=2,244,000 POSTE DE TELEFONO POSTE DE CFE LAMPARA POSTE DE PEMEX REGISTROS DE TELMEX CONSTRUCCION CURVAS DE NIVEL PRIMARIAS CURVAS DE NIVEL SECUNDARIAS CERCA DE ALAMBRE DERECHO DE VIA PROYECTO ORILLA DE CAMINO PAVIMENTADO ORILLA DE CAMINO DE TERRACERIA LINEAS DE TORRES DE ENERGIA ELECTRICA RETICULA DE COORDENADAS UTM EJE DE TRAZO AUXILIAR EJE DE PROYECTO SENTIDO DE CIRCULACION CASETA DE COBRO SIMBOLOGIA Y=2,243,500 Y=2,243,600 Y=2,243,700 Y=2,243,800 Y=2,243,900 Y=2,244,000 Y=2,244,200 Y=2,244,300 Y=2,244,400 Y=2,244,500 Y=2,244,600 Y=2,244,700 X=402,100 X=402,200 X=402,300 X=402,400 X=402,500 X=402,600 X=402,700 X=402,800 X=402,900 X=403,000 X=403,100 X=403,200 X=403,300 X=402,700 Y=2,244,100 Y=2,244,100 52 5+789.99 403,505.708 2,244,045.938 5+898.99 403,406.310 2,244,090.609 6+040.36 403,279.846 2,244,153.970 6+173.17 403,138.782 2,244,143.546 6+282.17 403,029.862 2,244,140.096 601 7+084.51 402,228.757 2,244,095.635 7+369.48 401,944.231 2,244,079.844 7+653.69 401,663.852 2,244,028.933 101 10+000.00 402,844.530 2,244,141.396 10+070.15 402,774.396 2,244,139.462 10+133.54 402,722.112 2,244,186.247 102 10+256.23 402,630.676 2,244,268.064 10+319.45 402,583.568 2,244,310.217 10+377.63 402,573.979 2,244,372.700 PST 10+483.91 402,557.858 2,244,477.755 PST 20+000.00 402,545.046 2,244,446.355 201 20+085.16 402,551.991 2,244,361.481 20+160.91 402,558.169 2,244,285.986 20+228.24 402,507.656 2,244,229.540 202 20+306.19 402,455.680 2,244,171.458 20+379.21 402,406.985 2,244,117.044 20+444.64 402,334.076 2,244,112.998 301 30+000.00 402,343.133 2,244,090.409 30+070.43 402,413.533 2,244,092.538 30+134.02 402,466.020 2,244,045.571 302 30+263.43 402,562.460 2,243,959.275 30+325.52 402,608.734 2,243,917.868 30+382.84 402,618.844 2,243,856.601 PST 30+494.57 402,637.036 2,243,746.354 PST 40+000.00 402,648.442 2,243,782.148 401 40+083.81 402,641.112 2,243,865.640 40+160.18 402,634.434 2,243,941.711 40+227.94 402,685.355 2,243,998.617 402 40+311.42 402,741.027 2,244,060.832 40+384.45 402,789.722 2,244,115.250 40+449.89 402,862.633 2,244,119.297 501 50+000.00 402,537.505 2,244,124.288 50+097.21 402,440.451 2,244,118.902 50+098.40 402,502.474 2,244,193.745 502 50+098.40 402,502.474 2,244,193.745 50+195.59 402,564.497 2,244,268.587 50+196.78 402,577.230 2,244,172.226 503 50+304.98 402,591.404 2,244,064.964 50+413.21 402,605.583 2,243,957.666 50+406.59 402,522.248 2,244,026.725 504 50+406.59 402,522.248 2,244,026.725 50+514.81 402,438.918 2,244,095.780 50+508.20 402,546.979 2,244,101.778 601 60+000.00 402,655.006 2,244,107.774 60+097.20 402,752.056 2,244,113.160 60+098.39 402,690.037 2,244,038.318 602 60+098.39 402,690.037 2,244,038.318 60+195.59 402,628.017 2,243,963.475 60+196.78 402,615.281 2,244,059.835 603 60+304.98 402,601.104 2,244,167.096 60+413.21 402,586.922 2,244,274.395 60+406.59 402,670.259 2,244,205.337 604 60+406.59 402,670.259 2,244,205.337 60+514.82 402,753.594 2,244,136.281 60+508.20 402,645.530 2,244,130.283 52 28º44'20" 20º33'50" 1º30'0" 763.944 250.369 274.183 4º5'15" 109 108.945 2.591 54.491 0.648 601 7º6'54" 7º6'54" 0º15'0" 4583.662 284.964 569.196 101 43º24'8" 43º24'8" 6º30'0" 176.295 70.16 133.546 102 39º27'11" 39º27'11" 6º30'0" 176.295 63.215 121.394 201 46º30'11" 46º30'11" 6º30'0" 176.295 75.748 143.086 202 44º59'55" 44º59'55" 6º30'0" 176.295 73.021 138.458 301 43º33'18" 43º33'18" 6º30'0" 176.295 70.433 134.015 302 38º48'25" 38º48'25" 6º30'0" 176.295 62.095 119.406 401 46º50'25" 46º50'25" 6º30'0" 176.295 76.363 144.124 402 45º0'0" 45º0'0" 6º30'0" 176.295 73.024 138.462 501 132º49'31" 132º49'31" 27º0'0" 42.441 97.203 98.389 502 132º49'24" 132º49'24" 27º0'0" 42.441 97.198 98.388 503 137º10'33" 137º10'33" 27º0'0" 42.441 108.23 101.612 504 137º10'29" 137º10'29" 27º0'0" 42.441 108.227 101.611 601 132º49'26" 132º49'26" 27º0'0" 42.441 97.199 98.388 602 132º49'24" 132º49'24" 27º0'0" 42.441 97.198 98.388 603 137º10'35" 137º10'35" 27º0'0" 42.441 108.232 101.612 604 137º10'33" 137º10'33" 27º0'0" 42.441 108.231 101.612 EJE 6 EJE 10 EJE 20 EJE 30 EJE 40 EJE 50 EJE 60 PST 0+200.00 402,534.088 2,244,507.841 PST 1+000.00 402,638.640 2,243,714.703 EJE 0 CARRETERA: MÉXICO, D.F., KM: TRAMO: ORIGEN: ENTRONQUE ATLACOMULCO PLANTA CONSTRUCTIVA CEROS TERRAPLAN CEROS CORTE SECCIONES TIPO OBRA KM TIPO CRUCE 1 0+400 LC 1.50 x 0.80 m NORMAL 2 0+487.26 LC 1.50 x 1.00 m NORMAL 3 0+700 LC 1.50 x 1.00 m NORMAL 4 0+800 LC 1.50 x 1.00 m NORMAL 5 0+880 LC 1.50 x 1.00 m NORMAL 6 20+220 TC 1.50 m Ø 35°00' IZQ 7 20+340 TC 1.50 m Ø 35°00' IZQ 8 30+100 TC 1.50 m Ø 35°00' DER 9 30+220 TC 1.50 m Ø 30°00' DER 10 40+220 LC 1.50 x 1.00 m 45°00' IZQ 11 50+060 TC 1.20 m Ø RADIAL 12 50+466 TC 1.50 m Ø 35°00' IZQ 13 60+080 TC 1.20 m Ø 30°00' IZQ 14 60+160 LC 1.50 x 1.00 m RADIAL 15 60+360 LC 1.50 x 1.00 m RADIAL 16 60+440 TC 1.50 m Ø 20°00' DER 17 6+400 TC 1.20 m Ø 30°00' IZQ

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, HIGHWAY, junction, pavement, proposal, Road, route