Road Peru DWG Elevation for AutoCAD

Road Peru DWG Elevation for AutoCAD

PLANT AND ELEVATION OF PROGRESSIVE ROAD TO 5 0 00 00

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

date, revisions, description, plan :, location :, ing. e.b.c., i.c.m., ing. p.c., ing. mya, definitive study of the road, rest – sarameriza, sector: rest – last, plant and longitudinal profile, scale:, indicated, date :, longitudinal profile, plant, legend, grade, ground, frame, left side, milestone concrete and iron paint red and white, right side, on parapet wall of culvert, slopes, dimensions, alignment, mileage, works of art, drainage, rest – saramiriza, on wing of existing sewer, no bend, sent., delta , radio, tang., lc, ext., pi, pc, pt, north, east, coordinate table and elements of curves, irrigation channel, est., irrigation channel, alc. existing, km., elevation:, bm -, pkm, warning, pat, bzd, pmt, culvert, curve number, axis, main curves, secondary curves, light pole, high voltage post, medium voltage pole, pole kilometric, electricity pole, telephone pole, telephone booth, signaling pole, commercial warning post, pto ctrl corros. of oil pipeline, edge road, mailbox de desague, alc. exist., frame, a chiclayo, rest, start, stretch i, a bagua girl, to tarapoto, to the value, marginal road, tap of gasoline, tap, spigot tap, ditch, asphalt, pilon, berma, register box water, water, ce-a, cde, ce-pa, tub-al, alct, tro, deviation airport value, house destroyed, fence of sticks, wire fence, pipe, ditch

Raw text data extracted from CAD file:

N° FECHA REVISIONES DESCRIPCION \fArial|b0|i0|c0|p39;Diseñó: \fArial|b0|i0|c0|p39;Dibujó: \fArial|b0|i0|c0|p39;Verificó: \fArial|b0|i0|c0|p39;Topog.: \fArial|b0|i0|c0|p39;\W0.833333x;MINISTERIO DE TRANSPORTES Y COMUNICACIONES \fArial|b0|i0|c0|p39;\W0.833333x;PROVIAS DEPARTAMENTAL \fArial|b0|i0|c0|p39;Aprobó: PLANO: UBICACION: Ing. E.B.C. I.C.M. Ing. P.C. Ing. M.Y.A. ESTUDIO DEFINITIVO DE LA CARRETERA EL REPOSO - SARAMERIZA SECTOR: REPOSO - DURAN CONTRATO Nº 1414-2005-MTC/22 PLANTA Y PERFIL LONGITUDINAL KM 00+000.00 AL KM 00+000.00 ESCALA: INDICADA FECHA: AGOSTO 2005 PP-01 V= 1/400 H= 1/4,000 PERFIL LONGITUDINAL ESCALA: ESCALA: P L A N T A 1/4,000 PERFIL LONGITUDINAL ESCALA: H= 1/4,000 V= 1/400 P L A N T A ESCALA: 1/4,000 LEYENDA RASANTE TERRENO 485.999 485.705 485.465 485.204 484.903 484.534 484.068 483.528 482.928 482.130 481.304 480.471 479.611 478.848 478.179 2+291.500 = 477.867 477.733 477.448 477.253 477.163 477.043 476.952 476.857 476.774 476.685 476.577 476.463 2+506.110 = 476.444 476.379 476.286 476.204 476.112 476.009 475.885 475.769 475.590 475.499 475.280 475.093 474.874 474.614 474.393 474.128 473.930 473.737 473.656 473.620 473.677 2+908.910 = 473.731 473.782 473.920 474.024 2+965.670 = 474.053 474.144 474.196 470.000 470.000 480.000 480.000 490.000 490.000 +0.000 -0.042 -0.168 -0.378 -0.378 -0.168 -0.042 +0.000 +0.068 +0.286 +0.461 +0.316 +0.083 +0.000 -0.005 -0.037 -0.083 -0.028 -0.002 +0.009 +0.079 +0.220 +0.079 +0.009 +0.000 +0.000 -0.032 LCV = 140.000 PIV = 2+130 ELV = 484.420 484.420 PCV = 2+060 ELV = 485.331 PTV = 2+200 ELV = 481.451 LCV = 100.000 PIV = 2+291 ELV = 477.590 477.590 PCV = 2+241 ELV = 479.711 PTV = 2+341 ELV = 477.350 LCV = 100.000 PIV = 2+678 ELV = 475.733 475.733 PCV = 2+628 ELV = 475.973 PTV = 2+728 ELV = 475.134 LCV = 100.000 PIV = 2+860 ELV = 473.550 473.550 PCV = 2+810 ELV = 474.150 PTV = 2+910 ELV = 473.830 PCV = 2+980 ELV = 474.221 486.114 485.853 485.593 485.333 485.030 484.644 484.173 483.618 482.979 482.257 481.451 480.602 479.754 478.973 478.343 477.863 477.534 477.355 477.259 477.163 477.067 476.971 476.875 476.779 476.683 476.587 476.491 476.395 476.299 476.203 476.107 476.011 475.910 475.782 475.626 475.441 475.227 474.990 474.750 474.510 474.270 474.039 473.870 473.770 473.741 473.782 473.885 473.997 474.109 474.221 474.301 -1.302% en 291.000 m -4.242% en 161.000 m -0.480% en 387.000 m -1.199% en 182.000 m +0.559% en 170.000 m 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 460.000 460.000 2+291.50 DE MARCO 2+506.11 DE MARCO 2+908.91 DE MARCO 2+965.67 DE MARCO 2.5 475.95 2+450.00 a 20 m Lado Izquierdo Hito concreto y fierro pintura rojo y blanco 3.0 473.893 2+886.51 a 5.00 m Lado Derecho Sobre muro de Parapeto de alcantarilla PENDIENTES RASANTE COTAS ALINEAMIENTO TERRENO COTAS KILOMETRAJE OBRAS DE ARTE DRENAJE Ing. E.B.C. I.C.M. Ing. P.C. Ing. M.Y.A. ESTUDIO DEFINITIVO DE LA CARRETERA EL REPOSO - SARAMIRIZA SECTOR: REPOSO - DURAN CONTRATO Nº 1414-2005-MTC/22 PLANTA Y PERFIL LONGITUDINAL KM 2+000.00 AL KM 3+000.00 INDICADA ENERO 2006 PP-03 2+291.50 1.5x1.5 12.4m 2+506.11 1.x1.0 11.6m 2+908.91 4.3x6.0 10.1m 2+965.67 1.50x1.50 12.4m V= 1/400 H= 1/4,000 PERFIL LONGITUDINAL ESCALA: ESCALA: P L A N T A 1/4,000 PERFIL LONGITUDINAL ESCALA: H= 1/4,000 V= 1/400 P L A N T A ESCALA: 1/4,000 LEYENDA RASANTE TERRENO 508.060 507.538 507.121 506.812 506.645 506.457 506.432 506.507 506.658 506.924 507.276 507.600 507.774 507.776 507.754 507.519 507.161 506.657 506.027 505.292 504.544 503.781 503.048 502.311 501.544 500.792 500.046 499.303 498.537 497.807 497.097 496.316 495.567 494.819 494.048 493.288 492.532 491.783 491.066 490.360 489.721 489.120 488.634 488.162 487.729 487.359 487.031 486.801 486.502 486.271 485.999 480.000 480.000 490.000 490.000 500.000 500.000 510.000 510.000 +0.161 +0.379 +0.688 +1.090 +1.325 +0.878 +0.522 +0.259 +0.087 +0.006 -0.001 -0.093 -0.338 -0.736 -0.644 -0.276 -0.062 +0.003 +0.048 +0.152 +0.312 +0.506 +0.294 +0.139 +0.041 +0.001 LCV = 225.000 PIV = 1+075 ELV = 505.360 505.360 PTV = 1+187.500 ELV = 507.183 LCV = 140.000 PIV = 1+288 ELV = 508.810 508.810 PCV = 1+218 ELV = 507.676 PTV = 1+358 ELV = 506.193 LCV = 170.000 PIV = 1+839 ELV = 488.210 488.210 PCV = 1+754 ELV = 491.388 PTV = 1+924 ELV = 487.103 508.173 507.683 507.285 506.978 506.766 506.643 506.611 506.672 506.824 507.067 507.385 507.708 507.940 508.019 507.945 507.717 507.337 506.804 506.118 505.370 504.622 503.875 503.127 502.379 501.631 500.883 500.136 499.388 498.640 497.892 497.144 496.397 495.649 494.901 494.153 493.405 492.658 491.910 491.165 490.463 489.818 489.231 488.703 488.230 487.815 487.457 487.157 486.895 486.635 486.374 486.114 -3.538% en 413.000 m +1.620% en 213.000 m -3.739% en 551.000 m -1.302% en 291.000 m 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 1.5 501.930 1+437.00 a 25.09 m Lado Derecho Hito concreto y fierro pintura rojo y blanco 2.0 485.586 1+934.05 a 21.03 m Lado Izquierdo Hito concreto y fierro pintura rojo y blanco PENDIENTES RASANTE COTAS ALINEAMIENTO TERRENO COTAS KILOMETRAJE OBRAS DE ARTE DRENAJE Ing. E.B.C. I.C.M. Ing. P.C. Ing. M.Y.A. ESTUDIO DEFINITIVO DE LA CARRETERA EL REPOSO - SARAMIRIZA SECTOR: REPOSO - DURAN CONTRATO Nº 1414-2005-MTC/22 PLANTA Y PERFIL LONGITUDINAL KM 1+000.00 AL KM 2+000.00 INDICADA ENERO 2006 PP-02 1+075.00 DE MARCO 1+887.00 DE MARCO 1+075.00 1.0x1.0 11.6m 1+887.00 1.5x1.5 12.4m V= 1/400 H= 1/4,000 PERFIL LONGITUDINAL ESCALA: ESCALA: P L A N T A 1/4,000 PERFIL LONGITUDINAL ESCALA: H= 1/4,000 V= 1/400 P L A N T A ESCALA: 1/4,000 LEYENDA RASANTE TERRENO 474.196 474.184 474.097 473.974 473.840 473.656 473.456 473.276 473.052 472.866 472.678 472.460 472.243 472.057 471.836 471.672 471.461 3+324.670 = 471.462 471.298 471.226 471.252 471.277 471.326 471.406 471.521 471.671 471.793 471.969 472.150 472.292 472.445 472.630 472.787 472.884 3+654.780 = 472.946 472.945 472.993 473.001 472.973 472.941 472.845 472.740 472.640 472.543 472.543 472.328 472.216 472.088 471.991 471.926 471.903 471.899 471.955 460.000 460.000 470.000 470.000 480.000 480.000 -0.032 -0.127 -0.127 -0.032 +0.000 +0.000 +0.025 +0.038 +0.100 +0.225 +0.225 +0.100 +0.025 +0.000 +0.000 -0.018 -0.054 -0.071 -0.160 -0.160 -0.071 -0.018 +0.000 +0.005 +0.047 +0.131 +0.257 LCV = 100.000 PIV = 3+030 ELV = 474.500 474.500 PTV = 3+080 ELV = 473.988 LCV = 140.000 PIV = 3+370 ELV = 471.020 471.020 PCV = 3+300 ELV = 471.737 PTV = 3+440 ELV = 471.530 LCV = 140.000 PIV = 3+690 ELV = 473.350 473.350 PCV = 3+620 ELV = 472.840 PTV = 3+760 ELV = 472.991 LCV = 140.000 PIV = 4+000 ELV = 471.760 471.760 PCV = 3+930 ELV = 472.119 474.301 474.318 474.271 474.161 473.988 473.783 473.578 473.374 473.169 472.964 472.759 472.554 472.350 472.145 471.940 471.735 471.555 471.426 471.346 471.318 471.339 471.409 471.530 471.675 471.821 471.966 472.112 472.258 472.403 472.549 472.694 472.840 472.968 473.060 473.117 473.139 473.125 473.076 472.991 472.888 472.786 472.683 472.581 472.478 472.375 472.273 472.170 472.073 472.012 471.993 472.017 +0.559% en 170.000 m -1.024% en 340.000 m +0.728% en 320.000 m -0.513% en 310.000 m 3+000 3+100 3+200 3+300 3+400 3+500 3+600 3+700 3+800 3+900 4+000 450.000 450.000 3+324.67 DE MARCO 3+654.78 TMC d48" 3.5 470.885 3+426.95 a 17.45 m Lado Izquierdo Hito concreto y fierro pintura rojo y blanco 4.0 471.215 3+945.30 a 19.75 m Lado Izquierdo Hito concreto y fierro pintura rojo y blanco PENDIENTES RASANTE COTAS ALINEAMIENTO TERRENO COTAS KILOMETRAJE OBRAS DE ARTE DRENAJE 9370400N Ing. E.B.C. I.C.M. Ing. P.C. Ing. M.Y.A. ESTUDIO DEFINITIVO DE LA CARRETERA EL REPOSO - SARAMIRIZA SECTOR: REPOSO - DURAN CONTRATO Nº 1414-2005-MTC/22 PLANTA Y PERFIL LONGITUDINAL KM 3+000.00 AL KM 4+000.00 INDICADA ENERO 2006 PP-04 3+324.67 2.0x2.0 13.1m 3+654.78 2.0x1.0 11.6m V= 1/400 H= 1/4,000 PERFIL LONGITUDINAL ESCALA: ESCALA: P L A N T A 1/4,000 PERFIL LONGITUDINAL ESCALA: H= 1/4,000 V= 1/400 P L A N T A ESCALA: 1/4,000 LEYENDA RASANTE TERRENO 485.230 485.256 485.264 485.512 0+069.800 = 485.583 485.765 486.307 487.005 487.896 488.965 490.219 491.632 493.095 494.575 496.046 497.500 498.989 500.435 501.881 503.288 504.686 0+396.600 = 505.858 506.108 507.501 508.916 510.235 511.443 512.500 513.016 513.527 513.982 514.441 514.884 515.340 515.815 516.266 516.638 516.990 517.328 517.575 517.748 517.646 517.579 517.728 517.750 517.910 517.974 517.628 517.105 516.449 515.724 515.008 514.311 513.358 512.872 512.177 511.452 510.754 510.045 509.337 508.663 508.060 483.000 483.000 493.000 493.000 503.000 503.000 513.000 513.000 523.000 +0.020 +0.194 +0.344 +0.546 +1.076 +1.270 +0.686 +0.281 +0.054 -0.000 -0.003 -0.083 -0.269 -0.163 -0.083 -0.030 -0.003 -0.014 -0.071 -0.173 -0.318 -0.508 -0.741 -1.019 -1.341 -1.706 -1.482 -1.142 -0.596 -0.226 -0.032 +0.035 +0.161 485.330 LCV = 165.000 PIV = 0+113 ELV = 485.330 485.330 PCV = 0+030.500 ELV = 485.330 PTV = 0+195.500 ELV = 491.396 LCV = 0.000 PIV = 0+320 ELV = 500.550 500.550 LCV = 100.000 PIV = 0+485 ELV = 512.190 512.190 PCV = 0+435 ELV = 508.663 PTV = 0+535 ELV = 514.388 LCV = 180.000 PIV = 0+662 ELV = 519.970 519.970 PCV = 0+572 ELV = 516.015 PTV = 0+752 ELV = 516.786 PCV = 0+962.500 ELV = 509.340 CURVA 1 R: 400.000 485.330 485.330 485.350 485.524 485.876 486.406 487.115 488.002 489.067 490.310 491.727 493.198 494.668 496.139 497.610 499.080 500.550 501.961 503.372 504.783 506.194 507.605 509.013 510.344 511.569 512.686 513.206 513.698 514.164 514.607 515.047 515.486 515.926 516.351 516.733 517.071 517.366 517.616 517.821 517.983 518.101 518.175 518.205 518.191 518.030 517.692 517.179 516.503 515.795 515.088 514.380 513.672 512.965 512.257 511.550 510.842 510.134 509.427 508.754 508.173 +0.000% en 113.000 m +7.353% en 207.000 m +7.055% en 165.000 m +4.395% en 177.000 m -3.538% en 413.000 m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 00+069.80 DE MARCO 0.5 505.015 0+396.90 a 6.05 m Lado Derecho Sobre ala de alcantarilla existente 1.0 509.542 0+960.65 a 20.98 m Lado Derecho Hito concreto y fierro pintura rojo y blanco 0+894.00 DE MARCO Ing. E.B.C. I.C.M. Ing. P.C. Ing. M.Y.A. ESTUDIO DEFINITIVO DE LA CARRETERA EL REPOSO - SARAMIRIZA SECTOR: REPOSO - DURAN CONTRATO Nº 1414-2005-MTC/22 PLANTA Y PERFIL LONGITUDINAL KM 0+000.00 AL KM 1+000.00 INDICADA ENERO 2006 PP-01 Nº CURVA SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 0 I 180º00'00" 0.000 0.000 0.000 0.000 0 + 000.00 0 + 000.00 0 + 000.00 9367119.303 763344.798 0 0.00 1 I 23º38'40" 400.000 83.726 165.069 8.669 0 + 594.14 0 + 510.42 0 + 675.48 9367450.988 763837.738 4 0.40 0+069.80 2.5x2.5 14m 00+000.00 Canal Riego Est. ( ),L= 00x00 14m 0+894.00 1.0x1.0 11.6m CANAL DE RIEGO KM KM TMC 48" GPS-1 N PENDIENTES RASANTE COTAS ALINEAMIENTO TERRENO COTAS KILOMETRAJE OBRAS DE ARTE DRENAJE ALC. EXISTENTE KM KM TMC 48" 0.00 KM. Elevacion : 100.00 BM - 0+000.00 a 10.00 m. Lado Izquierdo Hito concreto y fierro pintura rojo y blanco PL PKm ST Aviso PKm PAT Aviso BZD PMT ALCANTARILLA NUMERO DE CURVA EJE PUENTE/PONTON LEYENDA C2 CURVAS PRINCIPALES CURVAS SECUNDARIAS POSTE DE LUZ POSTE DE ALTA TENSION POSTE DE MEDIA TENSION POSTE KILOMETRICO POSTE DE ELECTRICIDAD PT PE POSTE DE TELEFONO CABINA TELEFONICA POSTE SEÑALIZACION POSTE AVISO COMERCIAL PTO CTRL CORROS. DE OLEODUCTO BORDE CAMINO BUZON DE DESAGUE PT 00+000.00 Alc. Exist. Est. ( ),L= 00x00 MARCO 00 m 1+075.00 1.0x1.0 11.6m 2+291.50 1.5x1.5 12.4m 5+022.56 1.0x1.0 11.6 9367000N 9367200N 9367400N 9367600N 9367800N 9368000N 9368200N 9368400N 9368600N 9368800N 9369000N 9369200N 9369400N 9369600N 9369800N 9370000N 9370200N 9370400N 9370600N 9370800N 9371000N 9371200N 9367000N 763200E 9367200N 763200E 9367400N 763200E 9367600N 763200E 9367800N 763200E 9368000N 763200E 9368200N 763200E 9368400N 763200E 9368600N 763200E 9368800N 763200E 9369000N 763200E 9369200N 763200E 9369400N 763200E 9369600N 763200E 9369800N 763200E 9370000N 763200E 9370200N 763200E 9370400N 763200E 9370600N 763200E 9370800N 763200E 9371000N 763200E 9371200N 763200E 9367000N 763400E 9367200N 9367400N 763400E 9367600N 763400E 9367800N 763400E 9368000N 763400E 9368200N 763400E 9368400N 763400E 9368600N 763400E 9368800N 763400E 9369000N 763400E 9369200N 763400E 9369400N 763400E 9369600N 763400E 9369800N 763400E 9370000N 763400E 9370200N 763400E 9370400N 763400E 9370600N 763400E 9370800N 763400E 9371000N 763400E 9371200N 763400E 9367000N 763600E 763600E 9367600N 763600E 9367800N 763600E 9368000N 763600E 9368200N 763600E 9368400N 763600E 9368600N 763600E 9368800N 763600E 9369000N 763600E 9369200N 763600E 9369400N 763600E 9369600N 763600E 9369800N 763600E 9370000N 763600E 9370200N 763600E 9370400N 763600E 9370600N 763600E 9370800N 763600E 9371000N 763600E 9371200N 763600E 9367000N 763800E 9367200N 763800E 9367400N 763800E 9367800N 763800E 9368000N 763800E 9368200N 763800E 9368400N 763800E 9368600N 763800E 9368800N 763800E 9369000N 763800E 9369200N 763800E 9369400N 763800E 9369600N 763800E 9369800N 763800E 9370000N 763800E 9370200N 763800E 9370400N 763800E 9370600N 763800E 9370800N 763800E 9371000N 763800E 9371200N 763800E 9367000N 764000E 9367200N 764000E 9367400N 764000E 9367600N 9367800N 764000E 764000E 9368200N 764000E 9368400N 764000E 9368600N 764000E 9368800N 764000E 9369000N 764000E 9369200N 764000E 9369400N 764000E 9369600N 764000E 9369800N 764000E 9370000N 764000E 9370200N 764000E 9370400N 764000E 9370600N 764000E 9370800N 764000E 9371000N 764000E 9371200N 764000E 9367000N 764200E 9367200N 764200E 9367400N 764200E 9367600N 764200E 9368000N 764200E 9368400N 764200E 9368600N 764200E 9368800N 764200E 9369000N 764200E 9369200N 764200E 9369400N 764200E 9369600N 764200E 9369800N 764200E 9370000N 764200E 9370200N 764200E 9370400N 764200E 9370600N 764200E 9370800N 764200E 9371000N 764200E 9371200N 764200E 9367000N 764400E 9367200N 764400E 9367400N 764400E 9367600N 764400E 9367800N 764400E 9368000N 764400E 9368200N 764400E 9368600N 764400E 9368800N 764400E 9369000N 764400E 9369200N 764400E 9369400N 764400E 9369600N 764400E 9369800N 764400E 9370000N 764400E 9370200N 764400E 9370400N 764400E 9370600N 764400E 9370800N 764400E 9371000N 764400E 9371200N 764400E 9367000N 764600E 9367200N 764600E 9367400N 764600E 9367600N 764600E 9367800N 764600E 9368000N 764600E 9368200N 764600E 9368400N 764600E 9368800N 764600E 9369000N 764600E 9369200N 764600E 9369400N 764600E 9369600N 764600E 9369800N 764600E 9370000N 764600E 9370200N 764600E 9370400N 764600E 9370600N 764600E 9370800N 764600E 9371000N 764600E 9371200N 764600E 9367000N 764800E 9367200N 764800E 9367400N 764800E 9367600N 764800E 9367800N 764800E 9368000N 764800E 9368200N 764800E 9368400N 764800E 9368600N 764800E 9368800N 9369000N 764800E 9369400N 764800E 9369600N 764800E 9369800N 764800E 9370000N 764800E 9370200N 764800E 9370400N 764800E 9370600N 764800E 9370800N 764800E 9371000N 764800E 9371200N 764800E 9367000N 765000E 9367200N 765000E 9367400N 765000E 9367600N 765000E 9367800N 765000E 9368000N 765000E 9368200N 765000E 9368400N 765000E 9368600N 765000E 9368800N 765000E 9369000N 765000E 9369200N 9369400N 9369600N 765000E 9369800N 765000E 9370000N 765000E 9370200N 765000E 9370400N 765000E 9370600N 765000E 9370800N 765000E 9371000N 765000E 9371200N 765000E 9367000N 765200E 9367200N 765200E 9367400N 765200E 9367600N 765200E 9367800N 765200E 9368000N 765200E 9368200N 765200E 9368400N 765200E 9368600N 765200E 9368800N 765200E 9369000N 765200E 9369200N 765200E 765200E 9369800N 765200E 9370000N 765200E 9370200N 765200E 9370400N 765200E 9370600N 765200E 9370800N 765200E 9371000N 765200E 9371200N 765200E 9367000N 765400E 9367200N 765400E 9367400N 765400E 9367600N 765400E 9367800N 765400E 9368000N 765400E 9368200N 765400E 9368400N 765400E 9368600N 765400E 9368800N 765400E 9369000N 765400E 9369200N 765400E 9369400N 765400E 9369600N 765400E 765400E 9370000N 765400E 9370200N 765400E 9370400N 765400E 9370600N 765400E 9370800N 765400E 9371000N 765400E 9371200N 765400E 9367000N 765600E 9367200N 765600E 9367400N 765600E 9367600N 765600E 9367800N 765600E 9368000N 765600E 9368200N 765600E 9368400N 765600E 9368600N 765600E 9368800N 765600E 9369000N 765600E 9369200N 765600E 9369400N 765600E 9369600N 765600E 9369800N 765600E 765600E 9370600N 765600E 9370800N 765600E 9371000N 765600E 9371200N 765600E 9367000N 765800E 9367200N 765800E 9367400N 765800E 9367600N 765800E 9367800N 765800E 9368000N 765800E 9368200N 765800E 9368400N 765800E 9368600N 765800E 9368800N 765800E 9369000N 765800E 9369200N 765800E 9369400N 765800E 9369600N 765800E 9369800N 765800E 9370000N 765800E 9370200N 765800E 765800E 9370600N 9370800N 765800E 9371000N 765800E 9371200N 765800E 9367000N 766000E 9367200N 766000E 9367400N 766000E 9367600N 766000E 9367800N 766000E 9368000N 766000E 9368200N 766000E 9368400N 766000E 9368600N 766000E 9368800N 766000E 9369000N 766000E 9369200N 766000E 9369400N 766000E 9369600N 766000E 9369800N 766000E 9370000N 766000E 9370200N 766000E 9370400N 766000E 766000E 9371000N 9371200N 766000E 9367000N 766200E 9367200N 766200E 9367400N 766200E 9367600N 766200E 9367800N 766200E 9368000N 766200E 9368200N 766200E 9368400N 766200E 9368600N 766200E 9368800N 766200E 9369000N 766200E 9369200N 766200E 9369400N 766200E 9369600N 766200E 9369800N 766200E 9370000N 766200E 9370200N 766200E 9370400N 766200E 9370600N 766200E 9370800N 766200E 766200E 9371200N 766200E 9367000N 766400E 9367200N 766400E 9367400N 766400E 9367600N 766400E 9367800N 766400E 9368000N 766400E 9368200N 766400E 9368400N 766400E 9368600N 766400E 9368800N 766400E 9369000N 766400E 9369200N 766400E 9369400N 766400E 9369600N 766400E 9369800N 766400E 9370000N 766400E 9370200N 766400E 9370400N 766400E 9370600N 766400E 9370800N 766400E 9371000N 766400E 9371200N 9367000N 766600E 9367200N 766600E 9367400N 766600E 9367600N 766600E 9367800N 766600E 9368000N 766600E 9368200N 766600E 9368400N 766600E 9368600N 766600E 9368800N 766600E 9369000N 766600E 9369200N 766600E 9369400N 766600E 9369600N 766600E 9369800N 766600E 9370000N 766600E 9370200N 766600E 9370400N 766600E 9370600N 766600E 9370800N 766600E 9371000N 766600E 9371200N 766600E 9367000N 766800E 9367200N 766800E 9367400N 766800E 9367600N 766800E 9367800N 766800E 9368000N 766800E 9368200N 766800E 9368400N 766800E 9368600N 766800E 9368800N 766800E 9369000N 766800E 9369200N 766800E 9369400N 766800E 9369600N 766800E 9369800N 766800E 9370000N 766800E 9370200N 766800E 9370400N 766800E 9370600N 766800E 9370800N 766800E 9371000N 766800E 9371200N 766800E C1 N N N N N PI-0 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 KM 1 1+100.00 1+200.00 1+300.00 1+400.00 1+500.00 1+600.00 1+700.00 1+800.00 1+900.00 KM 2 2+100.00 2+200.00 2+300.00 2+400.00 2+500.00 2+600.00 2+700.00 2+800.00 2+900.00 KM 3 3+100.00 3+200.00 3+300.00 3+400.00 3+500.00 3+600.00 3+700.00 3+800.00 3+900.00 KM 4 4+100.00 4+200.00 4+300.00 4+400.00 4+500.00 4+600.00 4+700.00 4+800.00 4+900.00 KM 5 5+100.00 5+200.00 470 470 470 470 470 470 470 470 470 470 470 470 470 470 470 470 480 480 480 480 480 480 480 480 480 480 480 480 490 490 490 490 490 500 500 500 500 500 500 500 500 500 500 510 510 510 510 510 520 520 520 520 530 530 A CHICLAYO EL REPOSO EL REPOSO INICIO TRAMO I Km 0+000 A BAGUA CHICA A TARAPOTO EL REPOSO PI-1 A CHICLAYO A TARAPOTO A EL VALOR CARRETERA MARGINAL GRIFO DE GASOLINA GRIFO SURTIDOR GRIFO CUNETA CUNETA ASFALTO PILON ST BERMA CAJA DE REGISTRO DE AGUA CAJA DE REGISTRO DE AGUA CUNETA CUNETA CUNETA DE AGUA A BAGUA CHICA BERMA BERMA PKM3+00 399.615 151 3+600 399.696 150 CE-A 399.570 149 CE-A 399.740 148 CE-A 399.240 147 T 398.754 146 T 399.092 145 T 399.039 144 T 399.032 143 T 399.225 142 T 399.094 141 CDE 399.528 140 CDE 399.431 139 CDE 399.531 138 CDE 399.360 137 CDE 399.276 136 CDE 399.273 135 CE-A 399.215 134 CE-A 399.286 133 CE-PA 399.347 132 CE-PA 399.292 131 TUB-AL 399.180 130 TUB-AL 399.667 129 TUB-AL 399.596 128 TUB-AL 399.073 127 T 399.396 126 T 399.435 125 T 398.483 124 T 399.490 123 T 398.802 122 T 398.954 121 T 399.267 120 T 399.279 119 T 399.412 118 T 399.803 117 T 399.331 116 T 399.109 115 T 398.695 114 T 398.628 113 T 399.319 112 T 399.102 111 T 399.466 110 T 399.298 109 T 399.739 108 T 399.686 107 T 399.732 106 T 399.301 105 T 399.270 104 T 399.329 103 T 399.272 102 T 399.908 101 T 399.756 100 T 399.560 99 T 399.441 98 T 399.739 97 T 400.209 96 T 399.310 95 T 399.860 94 T 399.529 93 T 399.269 92 T 399.772 91 T 399.903 90 T 400.039 89 T 399.674 88 T 399.275 87 T 399.909 86 T 400.529 85 T 399.399 84 T 399.903 83 T 398.943 82 T 399.284 81 T 398.811 80 T 398.954 79 T 398.862 78 T 399.363 77 T 399.346 76 T 399.750 75 T 399.946 74 T 399.637 73 T 399.571 72 T 399.187 71 T 399.900 70 T 399.788 69 T 399.937 68 T 399.303 67 T 399.604 66 T 399.716 65 T 399.687 64 T 399.709 63 T 399.699 62 CA 399.902 61 CA 399.847 60 CA 399.787 59 T 399.253 58 T 399.134 57 ALCT 399.798 56 T 399.118 55 ALCT 399.706 54 T 399.121 53 TRO 398.252 52 TRO 398.226 51 TRO 398.527 50 TRO 398.692 49 TRO 398.960 48 TRO 398.950 47 CM 399.791 46 CM 399.793 45 CM 399.798 44 AX1 399.885 43 TRO 399.216 42 TRO 399.189 41 TRO 399.477 40 TRO 399.470 39 TRO 399.766 38 TRO 399.831 37 3+740 400.045 36 BP 399.980 35 BP 400.020 34 BP 399.987 33 BP 400.028 32 BP 400.009 31 BP 400.032 30 BP 399.984 29 BP 400.025 28 BP 399.988 27 BP 400.004 26 T 398.884 25 ALCT 399.480 24 ALCT 399.732 23 ALCT 399.729 22 ALCT 399.503 21 T 398.769 20 ALCT 399.282 19 ALCT 399.636 18 ALCT 399.647 17 ALCT 399.420 16 BP 399.976 15 BP 399.984 14 BP 399.927 13 BP 399.924 12 BP 399.877 11 BP 399.887 10 BP 399.816 9 BP 399.815 8 BP 399.736 7 BP 399.777 6 BP 399.667 5 BP 399.694 4 3+700 400.105 3 DESVIO AEROPUERTO EL VALOR CASA DESTRUIDA CERCO DE PALOS CERCO DE ALAMBRE TUBERIA ACEQUIA A EL VALOR 00+000.00 Canal Riego Est. ( ),L= 00x00 14m 0+069.80 2.5x2.5 14m 0+894.00 1.0x1.0 11.6m 1+887.00 1.5x1.5 12.4m 2+506.11 1.x1.0 11.6m 2+908.91 4.3x6.0 10.1 2+965.67 1.50x1.50 12.4m 3+654.78 2.0x1.0 11.6m 3+324.67 2.0x2.0 13.1m 4+002.15 1.0X1.0 11.6m 4+541.25 1.0x1.0 11.6m BM 0.5 BM 1.0 BM 1.5 BM 2.0 BM 2.5 BM 3.0 BM 3.5 BM 4.0 BM 4.5 BM 5.0 V= 1/400 H= 1/4,000 PERFIL LONGITUDINAL ESCALA: ESCALA: P L A N T A 1/4,000 PERFIL LONGITUDINAL ESCALA: H= 1/4,000 V= 1/400 P L A N T A ESCALA: 1/4,000 LEYENDA RASANTE TERRENO 765600E 9370400N 471.955 4+002.150 = 471.962 471.949 472.127 472.289 472.441 472.629 472.846 473.021 473.193 473.365 473.565 473.764 473.959 474.135 474.389 474.642 474.920 475.197 475.472 475.763 476.064 476.352 476.645 476.934 477.248 477.551 477.832 478.067 4+541.250 = 478.092 478.296 478.459 478.623 478.762 478.879 478.987 479.099 479.202 479.310 479.420 479.529 479.637 479.762 479.882 479.991 480.142 480.266 480.375 480.534 480.641 480.723 480.851 481.030 460.000 460.000 470.000 470.000 480.000 480.000 490.000 490.000 +0.257 +0.242 +0.131 +0.047 +0.005 +0.001 +0.017 +0.053 +0.029 +0.005 +0.000 -0.018 -0.020 -0.071 -0.071 -0.018 +0.000 +0.000 +0.026 +0.106 LCV = 140.000 PIV = 4+000 ELV = 471.760 471.760 PTV = 4+070 ELV = 472.429 LCV = 100.000 PIV = 4+284 ELV = 474.475 474.475 PCV = 4+234 ELV = 473.997 PTV = 4+334 ELV = 475.202 LCV = 100.000 PIV = 4+570 ELV = 478.630 478.630 PCV = 4+520 ELV = 477.904 PTV = 4+620 ELV = 478.911 PCV = 4+960 ELV = 480.820 472.017 472.082 472.190 472.339 472.525 472.716 472.907 473.098 473.290 473.481 473.672 473.863 474.055 474.262 474.489 474.736 475.003 475.289 475.579 475.870 476.160 476.451 476.742 477.032 477.323 477.613 477.904 478.177 478.414 478.615 478.781 478.911 479.023 479.136 479.248 479.361 479.473 479.585 479.698 479.810 479.923 480.035 480.147 480.260 480.372 480.485 480.597 480.709 480.822 480.961 481.152 +0.956% en 284.000 m +1.453% en 286.000 m +0.562% en 470.000 m 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 4+002.15 DE MARCO 4+541.25 DE MARCO 4.5 476.519 4+445.95 a 19.75 m Lado Izquierdo Hito concreto y fierro pintura rojo y blanco 5.0 479.59 4+946.95 a 21.07 m Lado Izquierdo Hito concreto y fierro pintura rojo y blanco PENDIENTES RASANTE COTAS ALINEAMIENTO TERRENO COTAS KILOMETRAJE OBRAS DE ARTE DRENAJE Ing. E.B.C. I.C.M. Ing. P.C. Ing. M.Y.A. ESTUDIO DEFINITIVO DE LA CARRETERA EL REPOSO - SARAMIRIZA SECTOR: REPOSO - DURAN CONTRATO Nº 1414-2005-MTC/22 PLANTA Y PERFIL LONGITUDINAL KM 4+000.00 AL KM 5+000.00 INDICADA ENERO 2006 PP-05 4+002.15 1.0X1.0 11.6m 4+541.25 1.0x1.0 11.6m

Language	Spanish
Drawing Type	Elevation
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, elevation, HIGHWAY, pavement, PERU, plant, progressive, Road, route