Trocha Carriage Able DWG Plan for AutoCAD

Floor plans and TROCHA PROFILE CARRIAGE ABLE LOCATED IN CHACHAPOYAS; AMAZON; PERU

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

location :, planner :, plan :, project :, district: montevideo province: chachapoyas region: amazon, date :, indicated, scale :, top ::, marry, xxx, checked by, designed by, itemref, quantity, filename , approved by – date, date, edition, sheet, scale, revision, revision note, checked, signature, revised:, rev:, ch.:, key plan, plan:, designer:, montevideo, chachapoyas, amazonas, district: , province :, region :, district municipality of montevideo, road to samanga, road to montevideo, slope, elevation, subgrade, terrain, height cut, height fill, alignment, mileage, soil type, nº pi, sent., delta, radio, tang., lc, ext., pi, pc, pt, north, east, coordinate table and elements of curves

Raw text data extracted from CAD file:

\T0.8;MUNICIPALIDAD DISTRITAL DE MONTEVIDEO \T0.95;”MEJORAMIENTO, REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO AL VALLE SANTA LUCIA- DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” UBICACION: ING PROYECTISTA: PLANO: PROYECTO: DISTRITO: MONTEVIDEO PROVINCIA:CHACHAPOYAS REGION: AMAZONAS PP-1 LAMINA N°: FECHA: INDICADA ABRIL . 2013 ESCALA: PLANTA GENERAL KM 0+000 AL KM 6+428.93 TOP:: CASAN \T0.9;ING. YSAURO ÑOPO OTINIANO CIP 118785 H 1 2 3 G F E 4 5 6 7 D C B A 3 1 2 5 4 8 7 6 XXX XXX Title/Name, designation, material, dimension etc Checked by 10 11 12 XXX Designed by Itemref 13 Quantity XXX X Filename XXX – 00/00/00 Approved by – date 14 15 Article No./Reference XXX 00/00/00 Date 16 0 Edition 1/1 Sheet 1:1 Scale H G F E 11 10 9 13 12 RevNo Revision note D C B Checked 15 16 14 Date Signature A 1/10,000 REVISADO: LAMINA N° FECHA: REV: CAD.: PLANO CLAVE PC-01 PLANO : UBICACION: ESCALA: PROYECTO: (KM 0+000 – KM 11+500) PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: MUNICIPALIDAD DISTRITAL DE MONTEVIDEO SETIEMBRE 2013 \T0.95;”MEJORAMIENTO, REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA AL VALLE DE LOS CHILCHOS KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” 2441.50 2442.50 2445.38 2446.64 2449.10 2451.00 2450.99 2452.37 2453.33 2455.51 2458.60 2461.12 2463.16 2462.66 2464.67 2466.39 2467.16 2470.23 2472.08 2472.28 2473.34 2474.40 2475.46 2476.52 2477.63 2478.00 2478.20 2478.65 2478.99 2479.56 2480.50 2440.00 2440.00 2450.00 2450.00 2460.00 2460.00 2470.00 2470.00 2480.00 2480.00 +0.02 -0.26 +0.12 +0.16 -0.18 +0.12 -0.14 +0.20 -0.25 +0.09 -0.11 +0.02 +0.08 2441.50 LCV = 20.00 PIV = 0+020 ELV = 2442.44 2442.44 PCV = 0+010 ELV = 2441.97 PTV = 0+030 ELV = 2443.44 LCV = 20.00 PIV = 0+060 ELV = 2446.47 2446.47 PCV = 0+050 ELV = 2445.46 PTV = 0+070 ELV = 2447.57 LCV = 20.00 PIV = 0+100 ELV = 2450.86 2450.86 PCV = 0+090 ELV = 2449.76 PTV = 0+110 ELV = 2450.92 LCV = 20.00 PIV = 0+120 ELV = 2450.99 2450.99 PCV = 0+110 ELV = 2450.92 PTV = 0+130 ELV = 2451.55 LCV = 20.00 PIV = 0+160 ELV = 2453.22 2453.22 PCV = 0+150 ELV = 2452.66 PTV = 0+170 ELV = 2454.42 LCV = 20.00 PIV = 0+220 ELV = 2460.42 2460.42 PCV = 0+210 ELV = 2459.22 PTV = 0+230 ELV = 2460.90 LCV = 20.00 PIV = 0+260 ELV = 2462.34 2462.34 PCV = 0+250 ELV = 2461.86 PTV = 0+270 ELV = 2463.30 LCV = 20.00 PIV = 0+300 ELV = 2466.20 2466.20 PCV = 0+290 ELV = 2465.23 PTV = 0+310 ELV = 2466.61 LCV = 20.00 PIV = 0+320 ELV = 2467.02 2467.02 PCV = 0+310 ELV = 2466.61 PTV = 0+330 ELV = 2468.21 LCV = 20.00 PIV = 0+360 ELV = 2471.77 2471.77 PCV = 0+350 ELV = 2470.58 PTV = 0+370 ELV = 2471.95 LCV = 20.00 PIV = 0+380 ELV = 2472.13 2472.13 PCV = 0+370 ELV = 2471.95 PTV = 0+390 ELV = 2472.68 LCV = 20.00 PIV = 0+480 ELV = 2477.63 2477.63 PCV = 0+470 ELV = 2477.08 PTV = 0+490 ELV = 2477.76 LCV = 20.00 PIV = 0+520 ELV = 2478.13 2478.13 PCV = 0+510 ELV = 2478.01 PTV = 0+530 ELV = 2478.35 LCV = 20.00 PIV = 0+580 ELV = 2479.46 2479.46 PCV = 0+570 ELV = 2479.24 PTV = 0+590 ELV = 2479.98 2480.50 2481.55 2482.60 2484.18 2485.14 2486.03 2487.91 2488.39 2490.10 2490.97 2491.45 2491.92 2493.96 2496.29 2497.59 2498.98 2501.53 2502.69 2503.82 2502.63 2502.37 2480.00 2480.00 2490.00 2490.00 2500.00 2500.00 2510.00 2510.00 2520.00 2520.00 -0.08 +0.11 -0.17 +0.10 -0.09 +0.21 -0.11 +0.14 -0.14 -0.32 +0.13 LCV = 20.00 PIV = 0+640 ELV = 2482.59 2482.59 PCV = 0+630 ELV = 2482.07 PTV = 0+650 ELV = 2483.37 LCV = 20.00 PIV = 0+660 ELV = 2484.15 2484.15 PCV = 0+650 ELV = 2483.37 PTV = 0+670 ELV = 2484.61 LCV = 20.00 PIV = 0+700 ELV = 2485.99 2485.99 PCV = 0+690 ELV = 2485.53 PTV = 0+710 ELV = 2486.91 LCV = 20.00 PIV = 0+720 ELV = 2487.83 2487.83 PCV = 0+710 ELV = 2486.91 PTV = 0+730 ELV = 2488.08 LCV = 20.00 PIV = 0+740 ELV = 2488.32 2488.32 PCV = 0+730 ELV = 2488.08 PTV = 0+750 ELV = 2488.94 LCV = 20.00 PIV = 0+780 ELV = 2490.82 2490.82 PCV = 0+770 ELV = 2490.19 PTV = 0+790 ELV = 2491.08 LCV = 20.00 PIV = 0+820 ELV = 2491.85 2491.85 PCV = 0+810 ELV = 2491.59 PTV = 0+830 ELV = 2492.94 LCV = 20.00 PIV = 0+860 ELV = 2496.20 2496.20 PCV = 0+850 ELV = 2495.11 PTV = 0+870 ELV = 2496.85 LCV = 20.00 PIV = 0+900 ELV = 2498.80 2498.80 PCV = 0+890 ELV = 2498.15 PTV = 0+910 ELV = 2500.00 LCV = 20.00 PIV = 0+920 ELV = 2501.20 2501.20 PCV = 0+910 ELV = 2500.00 PTV = 0+930 ELV = 2501.85 LCV = 20.00 PIV = 0+960 ELV = 2503.81 2503.81 PCV = 0+950 ELV = 2503.15 PTV = 0+970 ELV = 2503.19 LCV = 20.00 PIV = 0+980 ELV = 2502.56 2502.56 PCV = 0+970 ELV = 2503.19 PTV = 0+990 ELV = 2502.47 PI-Nº: 2 R: 10.000 PI-Nº: 3 R: 20.000 PI-Nº: 4 R: 20.000 PI-Nº: 5 R: 20.000 PI-Nº: 6 R: 20.000 PI-Nº: 7 R: 20.000 PI-Nº: 8 R: 20.000 PI-Nº: 9 R: 20.000 PI-Nº: 10 R: 20.000 PI-Nº: 11 R: 20.000 PI-Nº: 12 R: 20.000 PI-Nº: 13 R: 20.000 PI-Nº: 14 R: 10.000 PI-Nº: 15 R: 20.000 PI-Nº: 16 R: 20.000 PI-Nº: 17 R: 20.000 PI-Nº: 18 R: 20.000 2441.50 0.00 2442.57 0.07 2444.45 0.93 2446.49 0.15 2448.66 0.44 2450.60 0.40 2451.11 0.12 2452.10 0.27 2453.38 0.05 2455.62 0.11 2458.02 0.58 2460.24 0.88 2461.38 1.78 2462.46 0.20 2464.27 0.40 2466.06 0.33 2467.21 0.05 2469.39 0.84 2471.52 0.56 2472.23 0.05 2473.23 0.11 2474.33 0.07 2475.43 0.03 2476.53 0.01 2477.52 0.11 2477.88 0.12 2478.16 0.04 2478.57 0.08 2479.02 0.03 2479.53 0.03 2480.50 0.00 2481.54 0.01 2482.65 0.05 2484.07 0.11 2485.07 0.07 2486.11 0.08 2487.66 0.25 2488.41 0.02 2489.57 0.53 2490.73 0.24 2491.33 0.12 2492.05 0.13 2494.02 0.06 2496.09 0.20 2497.50 0.09 2498.93 0.05 2501.06 0.47 2502.50 0.19 2503.49 0.33 2502.70 0.07 2502.38 0.01 +4.69% en 20.00 m +10.08% en 40.00 m +10.98% en 40.00 m +0.66% en 20.00 m +5.57% en 40.00 m +12.00% en 60.00 m +4.80% en 40.00 m +9.65% en 40.00 m +4.09% en 20.00 m +11.89% en 40.00 m +1.80% en 20.00 m +5.50% en 100.00 m +1.26% en 40.00 m +2.21% en 60.00 m +5.21% en 60.00 m +7.80% en 20.00 m +4.61% en 40.00 m +9.21% en 20.00 m +2.42% en 20.00 m +6.25% en 40.00 m +2.57% en 40.00 m +10.89% en 40.00 m +6.49% en 40.00 m +12.00% en 20.00 m +6.53% en 40.00 m -6.22% en 20.00 m -0.91% en 40.00 m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 2440 2440 2450 2450 2460 2460 2470 2470 2480 2480 2490 2490 2500 2500 2500 2510 190300E 190300E 190400E 190400E 190500E 190500E 190600E 190600E 190700E 190700E 190800E 190800E 190900E 191000E 191100E 191200E 9267200N 9267200N 9267300N 9267300N 9267400N 9267400N 9267500N 9267500N PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-13 PI-14 PI-15 PI-16 PI-17 PI-18 PI-19 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000.00 CARRETERA A SAMANGA CARRETERA A MONTEVIDEO PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE MS 100 % MS 70 % RS 30 % MS 100 % TIPO DE SUELO ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-01 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 PLANTA Y PERFIL KM 0+000 AL KM 1+000 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 1 I 180º00’00” 0.000 0.000 0.000 0.000 0 + 000.000 0 + 000.000 0 + 000.000 9267462.330 190373.780 0 0.00 2 D 84º48’10” 10.000 9.132 14.801 3.542 0 + 043.974 0 + 034.842 0 + 049.643 9267454.447 190417.042 10 2.10 3 I 81º48’10” 20.000 17.325 28.555 6.461 0 + 072.416 0 + 055.091 0 + 083.645 9267422.671 190414.189 10 1.20 4 D 6º12’40” 20.000 1.085 2.168 0.029 0 + 092.232 0 + 091.147 0 + 093.315 9267416.698 190439.404 10 1.20 5 D 38º14’20” 20.000 6.933 13.348 1.168 0 + 149.465 0 + 142.532 0 + 155.880 9267397.559 190493.343 10 1.20 6 I 20º01’40” 20.000 3.532 6.991 0.309 0 + 209.068 0 + 205.536 0 + 212.527 9267346.698 190525.404 10 1.20 7 I 16º46’20” 20.000 2.948 5.855 0.216 0 + 248.201 0 + 245.253 0 + 251.107 9267322.699 190556.404 10 1.20 8 I 5º09’10” 20.000 0.900 1.799 0.020 0 + 312.416 0 + 311.516 0 + 313.315 9267299.699 190616.404 10 1.20 9 I 13º47’30” 20.000 2.419 4.814 0.146 0 + 374.776 0 + 372.357 0 + 377.171 9267282.699 190676.404 10 1.20 10 I 60º19’30” 20.000 11.623 21.057 3.132 0 + 487.824 0 + 476.201 0 + 497.259 9267278.699 190789.404 10 1.20 11 D 3º41’20” 20.000 0.644 1.288 0.010 0 + 525.598 0 + 524.954 0 + 526.242 9267312.699 190810.404 10 1.20 12 I 0º17’50” 20.000 0.052 0.104 0.000 0 + 651.415 0 + 651.363 0 + 651.467 9267415.268 190883.271 10 1.20 13 D 53º07’40” 20.000 9.999 18.545 2.360 0 + 698.279 0 + 688.280 0 + 706.825 9267453.614 190910.212 10 1.20 14 D 78º02’30” 10.000 8.104 13.621 2.871 0 + 729.068 0 + 720.964 0 + 734.585 9267454.616 190942.440 10 2.10 15 I 11º02’10” 20.000 1.932 3.852 0.093 0 + 823.164 0 + 821.232 0 + 825.084 9267360.699 190965.404 10 1.20 16 I 25º34’50” 20.000 4.540 8.929 0.509 0 + 866.106 0 + 861.566 0 + 870.495 9267321.699 190983.404 10 1.20 17 I 41º50’50” 20.000 7.647 14.607 1.412 0 + 911.408 0 + 903.761 0 + 918.369 9267292.699 191018.404 10 1.20 18 I 26º40’30” 20.000 4.742 9.311 0.554 0 + 962.760 0 + 958.018 0 + 967.330 9267294.699 191070.404 10 1.20 INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-02 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 PLANTA Y PERFIL KM 1+000 AL KM 2+000 2502.37 2502.38 2500.95 2499.74 2499.09 2496.87 2495.08 2493.31 2491.35 2489.12 2486.84 2484.64 2482.91 2481.19 2480.42 2480.28 2481.20 2483.34 2486.13 2488.94 2491.27 2490.83 2491.55 2493.02 2495.82 2496.00 2496.52 2497.24 2497.96 2498.49 2498.99 2499.00 2499.30 2499.68 2501.33 2502.38 2502.60 2501.00 2501.28 2502.22 2503.16 2503.91 2502.84 2501.20 2500.10 2500.00 2499.90 2499.80 2499.85 2499.72 2498.84 2480.00 2480.00 2490.00 2490.00 2500.00 2500.00 2510.00 2510.00 2520.00 2520.00 -0.14 +0.09 -0.18 +0.02 -0.05 +0.03 +0.02 +0.14 +0.00 +0.59 +0.09 -0.12 -0.08 +0.05 +0.04 -0.11 +0.00 -0.03 -0.05 +0.03 +0.12 -0.12 -0.24 +0.23 +0.08 -0.28 +0.16 -0.10 LCV = 20.00 PIV = 1+020 ELV = 2502.20 2502.20 PCV = 1+010 ELV = 2502.29 PTV = 1+030 ELV = 2501.56 LCV = 20.00 PIV = 1+060 ELV = 2499.64 2499.64 PCV = 1+050 ELV = 2500.28 PTV = 1+070 ELV = 2499.36 LCV = 20.00 PIV = 1+080 ELV = 2499.08 2499.08 PCV = 1+070 ELV = 2499.36 PTV = 1+090 ELV = 2498.06 LCV = 20.00 PIV = 1+120 ELV = 2495.02 2495.02 PCV = 1+110 ELV = 2496.03 PTV = 1+130 ELV = 2494.09 LCV = 20.00 PIV = 1+160 ELV = 2491.31 2491.31 PCV = 1+150 ELV = 2492.23 PTV = 1+170 ELV = 2490.19 LCV = 20.00 PIV = 1+200 ELV = 2486.83 2486.83 PCV = 1+190 ELV = 2487.95 PTV = 1+210 ELV = 2485.84 LCV = 20.00 PIV = 1+240 ELV = 2482.86 2482.86 PCV = 1+230 ELV = 2483.85 PTV = 1+250 ELV = 2481.95 LCV = 20.00 PIV = 1+260 ELV = 2481.05 2481.05 PCV = 1+250 ELV = 2481.95 PTV = 1+270 ELV = 2480.70 LCV = 40.00 PIV = 1+300 ELV = 2479.66 2479.66 PCV = 1+280 ELV = 2480.35 PTV = 1+320 ELV = 2481.35 LCV = 20.00 PIV = 1+340 ELV = 2483.03 2483.03 PCV = 1+330 ELV = 2482.19 PTV = 1+350 ELV = 2484.23 LCV = 20.00 PIV = 1+380 ELV = 2487.83 2487.83 PCV = 1+370 ELV = 2486.63 PTV = 1+390 ELV = 2488.54 LCV = 20.00 PIV = 1+420 ELV = 2490.68 2490.68 PCV = 1+410 ELV = 2489.96 PTV = 1+430 ELV = 2491.08 LCV = 20.00 PIV = 1+440 ELV = 2491.49 2491.49 PCV = 1+430 ELV = 2491.08 PTV = 1+450 ELV = 2492.11 LCV = 20.00 PIV = 1+460 ELV = 2492.72 2492.72 PCV = 1+450 ELV = 2492.11 PTV = 1+470 ELV = 2493.50 LCV = 20.00 PIV = 1+500 ELV = 2495.83 2495.83 PCV = 1+490 ELV = 2495.06 PTV = 1+510 ELV = 2496.18 LCV = 20.00 PIV = 1+540 ELV = 2497.23 2497.23 PCV = 1+530 ELV = 2496.88 PTV = 1+550 ELV = 2497.58 LCV = 20.00 PIV = 1+560 ELV = 2497.94 2497.94 PCV = 1+550 ELV = 2497.58 PTV = 1+570 ELV = 2498.19 LCV = 20.00 PIV = 1+600 ELV = 2498.93 2498.93 PCV = 1+590 ELV = 2498.68 PTV = 1+610 ELV = 2498.96 LCV = 20.00 PIV = 1+620 ELV = 2499.00 2499.00 PCV = 1+610 ELV = 2498.96 PTV = 1+630 ELV = 2499.17 LCV = 20.00 PIV = 1+660 ELV = 2499.68 2499.68 PCV = 1+650 ELV = 2499.51 PTV = 1+670 ELV = 2500.31 LCV = 20.00 PIV = 1+700 ELV = 2502.21 2502.21 PCV = 1+690 ELV = 2501.57 PTV = 1+710 ELV = 2502.36 LCV = 20.00 PIV = 1+720 ELV = 2502.52 2502.52 PCV = 1+710 ELV = 2502.36 PTV = 1+730 ELV = 2501.72 LCV = 20.00 PIV = 1+740 ELV = 2500.92 2500.92 PCV = 1+730 ELV = 2501.72 PTV = 1+750 ELV = 2501.05 LCV = 20.00 PIV = 1+760 ELV = 2501.18 2501.18 PCV = 1+750 ELV = 2501.05 PTV = 1+770 ELV = 2501.63 LCV = 20.00 PIV = 1+820 ELV = 2503.91 2503.91 PCV = 1+810 ELV = 2503.45 PTV = 1+830 ELV = 2503.26 LCV = 20.00 PIV = 1+880 ELV = 2500.00 2500.00 PCV = 1+870 ELV = 2500.65 PTV = 1+890 ELV = 2499.97 LCV = 20.00 PIV = 1+980 ELV = 2499.72 2499.72 PCV = 1+970 ELV = 2499.75 PTV = 1+990 ELV = 2499.28 PI-Nº: 19 R: 20.000 PI-Nº: 20 R: 15.000 PI-Nº: 21 R: 20.000 PI-Nº: 22 R: 20.000 PI-Nº: 23 R: 20.000 PI-Nº: 24 R: 15.000 PI-Nº: 25 R: 15.000 PI-Nº: 26 R: 20.000 PI-Nº: 27 R: 20.000 PI-Nº: 28 R: 15.000 PI-Nº: 29 R: 15.000 PI-Nº: 30 R: 15.000 PI-Nº: 31 R: 20.000 PI-Nº: 32 R: 20.000 PI-Nº: 33 R: 20.000 PI-Nº: 34 R: 20.000 PI-Nº: 35 R: 20.000 PI-Nº: 36 R: 12.000 PI-Nº: 37 R: 12.000 PI-Nº: 38 R: 10.000 PI-Nº: 39 R: 20.000 PI-Nº: 40 R: 20.000 PI-Nº: 41 R: 20.000 PI-Nº: 42 R: 10.000 PI-Nº: 43 R: 10.000 PI-Nº: 44 R: 12.000 PI-Nº: 45 R: 15.000 PI-Nº: 46 R: 20.000 2502.38 0.01 2502.06 0.32 2500.92 0.03 2499.73 0.01 2498.89 0.20 2497.05 0.18 2495.04 0.04 2493.16 0.15 2491.26 0.09 2489.07 0.05 2486.86 0.02 2484.85 0.21 2482.88 0.03 2481.19 0.00 2480.35 0.07 2480.26 0.02 2481.35 0.15 2483.12 0.22 2485.43 0.70 2487.71 1.23 2489.25 2.02 2490.60 0.23 2491.54 0.01 2492.76 0.26 2494.28 1.54 2495.73 0.27 2496.53 0.01 2497.23 0.01 2497.91 0.05 2498.43 0.06 2498.88 0.11 2499.03 0.03 2499.34 0.04 2499.80 0.12 2500.94 0.39 2502.09 0.29 2502.28 0.32 2501.16 0.16 2501.26 0.02 2502.09 0.13 2503.00 0.16 2503.63 0.28 2502.61 0.23 2501.30 0.10 2500.16 0.06 2499.94 0.06 2499.89 0.01 2499.83 0.03 2499.78 0.07 2499.62 0.10 2498.85 0.01 -0.91% en 40.00 m -6.41% en 40.00 m -2.80% en 20.00 m -10.15% en 40.00 m -9.28% en 40.00 m -11.19% en 40.00 m -9.92% en 40.00 m -9.07% en 20.00 m -3.47% en 40.00 m +8.43% en 40.00 m +12.00% en 40.00 m +7.11% en 40.00 m +4.07% en 20.00 m +6.18% en 20.00 m +7.77% en 40.00 m +3.50% en 40.00 m +3.52% en 20.00 m +2.48% en 40.00 m +0.35% en 20.00 m +1.70% en 40.00 m +6.31% en 40.00 m +1.58% en 20.00 m -7.99% en 20.00 m +1.27% en 20.00 m +4.55% en 60.00 m -6.52% en 60.00 m -0.28% en 100.00 m -4.37% en 60.00 m 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO ALC Nº 01 KM 1+300 EXIST DE MARCO MS 100 % MS 70 % RS 30 % MS 100 % KILOMETRAJE 2480 2480 2490 2490 2500 2500 2510 2510 191000E 191100E 191200E 191300E 191400E 9266800N 9266800N 9266900N 9266900N 9267000N 9267000N 9267100N 9267100N 9267200N 9267200N 9267300N 9267300N 9267400N PI-20 PI-21 PI-22 PI-23 PI-24 PI-25 PI-26 PI-27 PI-28 PI-29 PI-30 PI-31 PI-32 PI-33 PI-34 PI-35 PI-36 PI-37 PI-38 PI-39 PI-40 PI-41 PI-42 PI-43 PI-44 PI-45 PI-46 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 2+000.00 ALC Nº 01 KM 1+300 EXIST DE MARCO 191500E Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 19 D 28º52’40” 20.000 5.150 10.080 0.652 1 + 011.007 1 + 005.857 1 + 015.938 9267318.082 191112.802 10 1.20 20 D 47º04’00” 15.000 6.533 12.322 1.361 1 + 029.752 1 + 023.219 1 + 035.541 9267318.082 191131.766 10 1.50 21 I 13º48’40” 20.000 2.422 4.821 0.146 1 + 082.798 1 + 080.376 1 + 085.197 9267278.700 191168.404 10 1.20 22 I 34º56’00” 20.000 6.293 12.194 0.967 1 + 114.586 1 + 108.293 1 + 120.487 9267261.254 191195.005 10 1.20 23 I 16º04’10” 20.000 2.823 5.609 0.198 1 + 163.614 1 + 160.791 1 + 166.400 9267262.700 191244.404 10 1.20 24 D 36º34’10” 15.000 4.956 9.574 0.798 1 + 216.075 1 + 211.119 1 + 220.693 9267278.700 191294.404 10 1.50 25 I 11º13’50” 15.000 1.475 2.940 0.072 1 + 262.222 1 + 260.747 1 + 263.687 9267263.700 191338.404 10 1.50 26 I 7º35’40” 20.000 1.327 2.651 0.044 1 + 292.478 1 + 291.151 1 + 293.802 9267259.700 191368.404 10 1.20 27 D 38º59’30” 20.000 7.081 13.611 1.216 1 + 319.474 1 + 312.393 1 + 326.004 9267259.700 191395.404 10 1.20 28 I 39º01’10” 15.000 5.315 10.215 0.914 1 + 345.942 1 + 340.627 1 + 350.843 9267242.700 191416.404 10 1.50 29 D 77º32’00” 15.000 12.046 20.298 4.238 1 + 389.193 1 + 377.147 1 + 397.445 9267242.721 191460.068 10 1.50 30 D 72º19’40” 15.000 10.964 18.935 3.580 1 + 409.832 1 + 398.868 1 + 417.804 9267218.866 191465.354 10 1.50 31 I 18º01’00” 20.000 3.171 6.289 0.250 1 + 480.805 1 + 477.634 1 + 483.923 9267181.700 191401.404 10 1.20 32 D 40º55’40” 20.000 7.463 14.286 1.347 1 + 506.248 1 + 498.785 1 + 513.071 9267162.700 191384.404 10 1.20 33 I 30º29’40” 20.000 5.452 10.645 0.730 1 + 561.051 1 + 555.599 1 + 566.244 9267155.700 191329.404 10 1.20 34 D 11º10’50” 20.000 1.958 3.903 0.096 1 + 599.997 1 + 598.039 1 + 601.942 9267131.700 191298.404 10 1.20 35 I 4º24’00” 20.000 0.768 1.536 0.015 1 + 622.346 1 + 621.578 1 + 623.114 9267121.700 191278.404 10 1.20 36 I 72º33’10” 12.000 8.807 15.195 2.885 1 + 639.838 1 + 631.031 1 + 646.226 9267112.700 191263.404 10 1.80 37 I 17º29’20” 12.000 1.846 3.663 0.141 1 + 648.888 1 + 647.042 1 + 650.705 9267101.548 191266.085 10 1.80 38 D 71º38’30” 10.000 7.218 12.504 2.333 1 + 695.215 1 + 687.997 1 + 700.501 9267061.816 191289.965 10 2.10 39 D 13º06’40” 20.000 2.298 4.577 0.132 1 + 735.604 1 + 733.306 1 + 737.882 9267029.700 191262.404 10 1.20 40 D 12º06’30” 20.000 2.121 4.227 0.112 1 + 754.185 1 + 752.064 1 + 756.290 9267018.700 191247.404 10 1.20 41 D 10º06’30” 20.000 1.769 3.528 0.078 1 + 817.730 1 + 815.961 1 + 819.490 9266992.700 191189.405 10 1.20 42 I 91º29’00” 10.000 10.262 15.967 4.329 1 + 842.460 1 + 832.198 1 + 848.165 9266986.700 191165.405 10 2.10 43 D 105º20’00” 10.000 13.111 18.384 6.489 1 + 888.598 1 + 875.487 1 + 893.871 9266937.852 191178.970 10 2.10 44 I 47º49’30” 12.000 5.321 10.016 1.127 1 + 927.326 1 + 922.005 1 + 932.022 9266937.700 191132.405 10 1.80 45 I 10º33’30” 15.000 1.386 2.764 0.064 1 + 940.154 1 + 938.768 1 + 941.532 9266927.700 191123.405 10 1.50 46 I 18º35’40” 20.000 3.274 6.491 0.266 1 + 961.241 1 + 957.967 1 + 964.458 9266909.700 191112.405 10 1.20 2490 2510 1+000.00 PI-19 191000E 191100E 191200E 191300E 191400E 9267400N ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 2498.84 2497.97 2497.10 2498.58 2500.36 2501.41 2502.07 2502.28 2502.73 2503.45 2504.24 2505.53 2506.83 2508.12 2509.26 2510.43 2511.58 2512.72 2513.87 2515.02 2516.00 2516.40 2516.99 2519.01 2520.76 2522.44 2524.09 2525.63 2527.54 2529.41 2531.27 2490.00 2490.00 2500.00 2500.00 2510.00 2510.00 2520.00 2520.00 2530.00 2530.00 +0.31 -0.10 -0.08 +0.02 +0.04 +0.06 -0.01 -0.06 +0.15 -0.03 +0.04 -0.07 LCV = 20.00 PIV = 2+040 ELV = 2497.10 2497.10 PCV = 2+030 ELV = 2497.54 PTV = 2+050 ELV = 2497.92 LCV = 20.00 PIV = 2+080 ELV = 2500.36 2500.36 PCV = 2+070 ELV = 2499.55 PTV = 2+090 ELV = 2500.79 LCV = 20.00 PIV = 2+120 ELV = 2502.07 2502.07 PCV = 2+110 ELV = 2501.64 PTV = 2+130 ELV = 2502.18 LCV = 20.00 PIV = 2+140.78 ELV = 2502.30 2502.30 PCV = 2+130.78 ELV = 2502.19 PTV = 2+150.78 ELV = 2502.52 LCV = 20.00 PIV = 2+160 ELV = 2502.73 2502.73 PCV = 2+150 ELV = 2502.51 PTV = 2+170 ELV = 2503.11 LCV = 20.00 PIV = 2+200 ELV = 2504.24 2504.24 PCV = 2+190 ELV = 2503.86 PTV = 2+210 ELV = 2504.86 LCV = 20.00 PIV = 2+300 ELV = 2510.43 2510.43 PCV = 2+290 ELV = 2509.81 PTV = 2+310 ELV = 2511.00 LCV = 20.00 PIV = 2+380 ELV = 2515.02 2515.02 PCV = 2+370 ELV = 2514.45 PTV = 2+390 ELV = 2515.35 LCV = 20.00 PIV = 2+440 ELV = 2516.99 2516.99 PCV = 2+430 ELV = 2516.66 PTV = 2+450 ELV = 2517.90 LCV = 20.00 PIV = 2+500 ELV = 2522.44 2522.44 PCV = 2+490 ELV = 2521.53 PTV = 2+510 ELV = 2523.24 LCV = 20.00 PIV = 2+540 ELV = 2525.63 2525.63 PCV = 2+530 ELV = 2524.83 PTV = 2+550 ELV = 2526.57 LCV = 20.00 PIV = 2+600 ELV = 2531.27 2531.27 PCV = 2+590 ELV = 2530.33 2531.27 2532.57 2533.50 2534.44 2535.37 2536.54 2538.24 2539.93 2541.62 2543.31 2545.00 2546.68 2547.47 2547.90 2547.28 2547.78 2549.14 2551.02 2552.90 2554.77 2556.67 2530.00 2530.00 2540.00 2540.00 2550.00 2550.00 2560.00 2560.00 2570.00 2570.00 -0.07 -0.05 +0.03 +0.04 -0.06 -0.10 -0.18 +0.26 +0.09 LCV = 20.00 PIV = 2+600 ELV = 2531.27 2531.27 PTV = 2+610 ELV = 2531.92 LCV = 20.00 PIV = 2+620 ELV = 2532.57 2532.57 PCV = 2+610 ELV = 2531.92 PTV = 2+630 ELV = 2533.04 LCV = 20.00 PIV = 2+680 ELV = 2535.37 2535.37 PCV = 2+670 ELV = 2534.90 PTV = 2+690 ELV = 2535.97 LCV = 20.00 PIV = 2+701.62 ELV = 2536.68 2536.68 PCV = 2+691.62 ELV = 2536.07 PTV = 2+711.62 ELV = 2537.52 LCV = 20.00 PIV = 2+800 ELV = 2545.00 2545.00 PCV = 2+790 ELV = 2544.15 PTV = 2+810 ELV = 2545.62 LCV = 20.00 PIV = 2+840 ELV = 2547.47 2547.47 PCV = 2+830 ELV = 2546.85 PTV = 2+850 ELV = 2547.69 LCV = 20.00 PIV = 2+860 ELV = 2547.90 2547.90 PCV = 2+850 ELV = 2547.69 PTV = 2+870 ELV = 2547.41 LCV = 20.00 PIV = 2+880 ELV = 2546.92 2546.92 PCV = 2+870 ELV = 2547.41 PTV = 2+890 ELV = 2547.47 LCV = 20.00 PIV = 2+920 ELV = 2549.14 2549.14 PCV = 2+910 ELV = 2548.58 PTV = 2+930 ELV = 2550.04 PI-Nº: 47 R: 20.000 PI-Nº: 48 R: 20.000 PI-Nº: 49 R: 15.000 PI-Nº: 50 R: 15.000 PI-Nº: 51 R: 15.000 PI-Nº: 52 R: 15.000 PI-Nº: 53 R: 15.000 PI-Nº: 54 R: 20.000 PI-Nº: 55 R: 20.000 PI-Nº: 56 R: 20.000 PI-Nº: 57 R: 20.000 PI-Nº: 58 R: 20.000 PI-Nº: 59 R: 20.000 PI-Nº: 60 R: 20.000 PI-Nº: 61 R: 20.000 PI-Nº: 62 R: 20.000 PI-Nº: 63 R: 20.000 PI-Nº: 64 R: 20.000 2498.85 0.01 2497.97 0.00 2497.41 0.31 2498.73 0.15 2500.26 0.10 2501.22 0.19 2501.99 0.08 2502.31 0.03 2502.77 0.04 2503.49 0.04 2504.30 0.06 2505.48 0.05 2506.72 0.11 2507.95 0.17 2509.19 0.07 2510.42 0.01 2511.58 0.00 2512.73 0.01 2513.87 0.00 2514.96 0.06 2515.68 0.32 2516.33 0.07 2517.13 0.14 2518.81 0.20 2520.62 0.14 2522.41 0.03 2524.04 0.05 2525.67 0.04 2527.51 0.03 2529.39 0.02 2531.20 0.07 2532.52 0.05 2533.50 0.00 2534.44 0.00 2535.40 0.03 2536.62 0.08 2538.23 0.01 2539.92 0.01 2541.62 0.00 2543.31 0.00 2544.94 0.06 2546.24 0.44 2547.37 0.10 2547.72 0.18 2547.18 0.10 2548.03 0.25 2549.23 0.09 2550.93 0.09 2552.73 0.17 2554.52 0.25 2556.32 0.35 -4.37% en 60.00 m +8.15% en 40.00 m +4.28% en 40.00 m +1.10% en 20.78 m +2.25% en 19.22 m +3.78% en 40.00 m +6.19% en 100.00 m +5.74% en 80.00 m +3.28% en 60.00 m +9.08% en 60.00 m +7.98% en 40.00 m +9.40% en 60.00 m +6.50% en 20.00 m +4.67% en 60.00 m +6.05% en 21.62 m +8.46% en 98.38 m +6.18% en 40.00 m +2.15% en 20.00 m -4.91% en 20.00 m +5.56% en 40.00 m +8.97% en 100.00 m 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 2490 2490 2500 2510 2510 2520 2520 2530 2530 2540 2540 2550 2560 2560 2560 190900E 191000E 191100E 191200E 191300E 191400E 9266100N 9266200N 9266300N 9266400N 9266400N 9266500N 9266500N 9266600N 9266600N 9266700N 9266700N 9266800N 9266800N 9266900N 9266900N 9267000N 9267000N PI-47 PI-48 PI-49 PI-50 PI-51 PI-52 PI-53 PI-54 PI-55 PI-56 PI-57 PI-58 PI-59 PI-60 PI-61 PI-62 PI-63 PI-64 PI-65 2+000.00 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 3+000.00 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO MS 100 % KILOMETRAJE MS 100 % MS 100 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-03 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 2+000 AL KM 3+000 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 47 I 9º09’00” 20.000 1.600 3.194 0.064 2 + 042.208 2 + 040.608 2 + 043.802 9266830.700 191094.405 10 1.20 48 D 33º12’10” 20.000 5.963 11.590 0.870 2 + 109.889 2 + 103.926 2 + 115.516 9266763.153 191090.054 10 1.20 49 D 59º04’10” 15.000 8.499 15.464 2.240 2 + 151.333 2 + 142.834 2 + 158.299 9266729.736 191064.976 10 1.50 50 I 54º14’50” 15.000 7.684 14.202 1.853 2 + 197.630 2 + 189.946 2 + 204.148 9266734.699 191017.405 10 1.50 51 I 33º34’50” 15.000 4.526 8.791 0.668 2 + 258.084 2 + 253.558 2 + 262.349 9266688.699 190976.405 10 1.50 52 I 45º36’20” 15.000 6.306 11.940 1.272 2 + 293.179 2 + 286.873 2 + 298.812 9266653.699 190971.405 10 1.50 53 I 20º45’50” 15.000 2.748 5.436 0.250 2 + 405.912 2 + 403.164 2 + 408.600 9266563.700 191040.406 10 1.50 54 D 30º54’30” 20.000 5.529 10.789 0.750 2 + 430.550 2 + 425.021 2 + 435.810 9266550.700 191061.406 10 1.20 55 I 5º21’30” 20.000 0.936 1.870 0.022 2 + 464.287 2 + 463.351 2 + 465.222 9266520.489 191077.020 10 1.20 56 I 10º40’20” 20.000 1.868 3.725 0.087 2 + 518.694 2 + 516.826 2 + 520.551 9266474.700 191106.406 10 1.20 57 I 3º31’30” 20.000 0.615 1.230 0.009 2 + 543.442 2 + 542.827 2 + 544.057 9266456.700 191123.406 10 1.20 58 D 10º25’10” 20.000 1.824 3.637 0.083 2 + 607.823 2 + 605.999 2 + 609.637 9266412.700 191170.406 10 1.20 59 D 16º13’20” 20.000 2.850 5.663 0.202 2 + 693.615 2 + 690.765 2 + 696.427 9266343.700 191221.406 10 1.20 60 I 37º24’20” 20.000 6.771 13.057 1.115 2 + 823.612 2 + 816.841 2 + 829.898 9266221.700 191266.406 10 1.20 61 I 32º20’50” 20.000 5.801 11.291 0.824 2 + 858.638 2 + 852.837 2 + 864.129 9266202.700 191296.406 10 1.20 62 D 27º24’30” 20.000 4.877 9.567 0.586 2 + 888.328 2 + 883.451 2 + 893.018 9266202.700 191326.406 10 1.20 63 D 13º48’50” 20.000 2.423 4.822 0.146 2 + 918.555 2 + 916.132 2 + 920.954 9266188.700 191353.406 10 1.20 64 I 29º15’20” 20.000 5.220 10.212 0.670 2 + 969.822 2 + 964.602 2 + 974.814 9266154.903 191391.986 10 1.20 191470E \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-04 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 3+000 AL KM 4+000 2556.67 2558.11 2558.49 2558.87 2559.86 2561.17 2563.03 2564.54 2566.32 2568.09 2569.87 2570.57 2571.30 2572.27 2573.23 2574.06 2574.36 2574.63 2575.00 2575.15 2575.33 2576.42 2577.00 2576.95 2577.32 2578.66 2579.25 2580.72 2582.05 2582.10 2582.20 2582.40 2583.02 2583.64 2584.37 2585.24 2586.00 2586.29 2587.62 2589.05 2590.00 2550.00 2550.00 2560.00 2560.00 2570.00 2570.00 2580.00 2580.00 2590.00 2590.00 -0.18 +0.08 +0.07 +0.03 -0.13 +0.03 -0.08 +0.10 -0.10 +0.01 +0.07 +0.05 -0.16 +0.06 +0.02 -0.06 +0.11 -0.13 LCV = 20.00 PIV = 3+020 ELV = 2558.11 2558.11 PCV = 3+010 ELV = 2557.21 PTV = 3+030 ELV = 2558.30 LCV = 20.00 PIV = 3+060 ELV = 2558.87 2558.87 PCV = 3+050 ELV = 2558.68 PTV = 3+070 ELV = 2559.36 LCV = 20.00 PIV = 3+080 ELV = 2559.86 2559.86 PCV = 3+070 ELV = 2559.37 PTV = 3+090 ELV = 2560.64 LCV = 20.00 PIV = 3+140 ELV = 2564.54 2564.54 PCV = 3+130 ELV = 2563.76 PTV = 3+150 ELV = 2565.43 LCV = 20.00 PIV = 3+200 ELV = 2569.88 2569.88 PCV = 3+190 ELV = 2568.99 PTV = 3+210 ELV = 2570.24 LCV = 20.00 PIV = 3+240 ELV = 2571.30 2571.30 PCV = 3+230 ELV = 2570.95 PTV = 3+250 ELV = 2571.76 LCV = 20.00 PIV = 3+300 ELV = 2574.06 2574.06 PCV = 3+290 ELV = 2573.60 PTV = 3+310 ELV = 2574.19 LCV = 20.00 PIV = 3+400 ELV = 2575.33 2575.33 PCV = 3+390 ELV = 2575.20 PTV = 3+410 ELV = 2575.88 LCV = 20.00 PIV = 3+420 ELV = 2576.42 2576.42 PCV = 3+410 ELV = 2575.88 PTV = 3+430 ELV = 2576.55 LCV = 20.00 PIV = 3+460 ELV = 2576.95 2576.95 PCV = 3+450 ELV = 2576.82 PTV = 3+470 ELV = 2577.13 LCV = 20.00 PIV = 3+480 ELV = 2577.32 2577.32 PCV = 3+470 ELV = 2577.14 PTV = 3+490 ELV = 2577.80 LCV = 20.00 PIV = 3+520 ELV = 2579.25 2579.25 PCV = 3+510 ELV = 2578.77 PTV = 3+530 ELV = 2579.95 LCV = 20.00 PIV = 3+560 ELV = 2582.05 2582.05 PCV = 3+550 ELV = 2581.35 PTV = 3+570 ELV = 2582.11 LCV = 20.00 PIV = 3+620 ELV = 2582.40 2582.40 PCV = 3+610 ELV = 2582.34 PTV = 3+630 ELV = 2582.71 LCV = 20.00 PIV = 3+660 ELV = 2583.64 2583.64 PCV = 3+650 ELV = 2583.33 PTV = 3+670 ELV = 2584.03 LCV = 20.00 PIV = 3+720 ELV = 2586.00 2586.00 PCV = 3+710 ELV = 2585.61 PTV = 3+730 ELV = 2586.15 LCV = 20.00 PIV = 3+740 ELV = 2586.29 2586.29 PCV = 3+730 ELV = 2586.15 PTV = 3+750 ELV = 2586.89 LCV = 20.00 PIV = 3+800 ELV = 2589.86 2589.86 PCV = 3+790 ELV = 2589.27 2590.00 2590.05 2590.09 2591.91 2593.72 2595.62 2597.54 2599.34 2600.78 2602.24 2603.88 2590.00 2590.00 2600.00 2600.00 2610.00 2610.00 2620.00 2620.00 2630.00 2630.00 -0.13 +0.22 -0.03 LCV = 20.00 PIV = 3+800 ELV = 2589.86 2589.86 PTV = 3+810 ELV = 2589.92 LCV = 20.00 PIV = 3+840 ELV = 2590.09 2590.09 PCV = 3+830 ELV = 2590.03 PTV = 3+850 ELV = 2591.02 LCV = 20.00 PIV = 3+920 ELV = 2597.54 2597.54 PCV = 3+910 ELV = 2596.61 PTV = 3+930 ELV = 2598.34 PI-Nº: 65 R: 20.000 PI-Nº: 66 R: 20.000 PI-Nº: 67 R: 12.000 PI-Nº: 68 R: 15.000 PI-Nº: 69 R: 20.000 PI-Nº: 70 R: 20.000 PI-Nº: 71 R: 10.000 PI-Nº: 72 R: 10.000 PI-Nº: 73 R: 15.000 PI-Nº: 74 R: 20.000 PI-Nº: 75 R: 20.000 PI-Nº: 76 R: 20.000 PI-Nº: 77 R: 20.000 PI-Nº: 78 R: 20.000 PI-Nº: 79 R: 15.000 PI-Nº: 80 R: 15.000 PI-Nº: 81 R: 12.000 PI-Nº: 82 R: 20.000 PI-Nº: 83 R: 20.000 PI-Nº: 84 R: 20.000 PI-Nº: 85 R: 20.000 PI-Nº: 86 R: 15.000 PI-Nº: 87 R: 20.000 PI-Nº: 88 R: 20.000 PI-Nº: 89 R: 20.000 2556.32 0.35 2557.93 0.18 2558.49 0.00 2558.95 0.08 2559.93 0.07 2561.42 0.25 2562.98 0.05 2564.57 0.03 2566.32 0.00 2568.10 0.01 2569.75 0.12 2570.59 0.02 2571.33 0.03 2572.22 0.05 2573.14 0.09 2573.98 0.08 2574.31 0.05 2574.57 0.06 2574.82 0.18 2575.08 0.07 2575.43 0.10 2576.32 0.10 2576.69 0.31 2576.96 0.01 2577.39 0.07 2578.29 0.37 2579.30 0.05 2580.65 0.07 2581.89 0.16 2582.17 0.07 2582.28 0.08 2582.46 0.06 2583.02 0.00 2583.66 0.02 2584.43 0.06 2585.21 0.03 2585.94 0.06 2586.40 0.11 2587.48 0.14 2588.67 0.38 2589.73 0.27 2589.98 0.07 2590.31 0.22 2591.95 0.04 2593.82 0.10 2595.68 0.06 2597.51 0.03 2599.13 0.21 2600.73 0.05 2602.32 0.08 2603.92 0.04 +8.97% en 100.00 m +1.90% en 40.00 m +4.95% en 20.00 m +7.80% en 60.00 m +8.90% en 60.00 m +3.55% en 40.00 m +4.60% en 60.00 m +1.27% en 100.00 m +5.45% en 20.00 m +1.33% en 40.00 m +1.85% en 20.00 m +4.83% en 40.00 m +7.00% en 40.00 m +0.58% en 60.00 m +3.10% en 40.00 m +3.93% en 60.00 m +1.45% en 20.00 m +5.95% en 60.00 m +0.57% en 40.00 m +9.31% en 80.00 m +7.97% en 100.00 m 3+000 3+100 3+200 3+300 3+400 3+500 3+600 3+700 3+800 3+900 4+000 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO MS 70 % RS 30 % KILOMETRAJE MS 100 % 2550 2560 2570 2570 2580 2580 2590 2590 2600 2610 2620 191400E 191500E 191600E 191600E 191700E 191700E 191800E 191900E 192000E 192100E 9265900N 9266000N 9266100N 9266200N PI-65 PI-66 PI-67 PI-68 PI-69 PI-70 PI-71 PI-72 PI-73 PI-74 PI-75 PI-76 PI-77 PI-78 PI-79 PI-80 PI-81 PI-82 PI-83 PI-84 PI-85 PI-86 PI-87 PI-88 PI-89 3+000.00 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 4+000.00 191900E 192000E 192100E 191800E 9266250N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 65 D 10º14’20” 20.000 1.792 3.574 0.080 3 + 013.979 3 + 012.187 3 + 015.761 9266145.700 191435.407 10 1.20 66 D 27º11’40” 20.000 4.837 9.493 0.577 3 + 066.894 3 + 062.057 3 + 071.549 9266125.701 191484.407 10 1.20 67 I 70º01’40” 12.000 8.407 14.667 2.652 3 + 112.809 3 + 104.402 3 + 119.069 9266090.701 191514.407 10 1.80 68 I 9º06’50” 15.000 1.196 2.386 0.048 3 + 201.486 3 + 200.290 3 + 202.676 9266122.701 191599.407 10 1.50 69 D 11º01’10” 20.000 1.929 3.847 0.093 3 + 233.730 3 + 231.801 3 + 235.647 9266138.701 191627.407 10 1.20 70 I 19º15’00” 20.000 3.392 6.720 0.286 3 + 296.016 3 + 292.624 3 + 299.344 9266158.701 191686.407 10 1.20 71 D 61º10’30” 10.000 5.911 10.677 1.616 3 + 344.812 3 + 338.901 3 + 349.578 9266188.766 191724.921 10 2.10 72 D 52º46’00” 10.000 4.960 9.210 1.163 3 + 361.602 3 + 356.642 3 + 365.851 9266181.701 191741.406 10 2.10 73 D 42º06’30” 15.000 5.774 11.024 1.073 3 + 377.383 3 + 371.609 3 + 382.633 9266165.701 191745.406 10 1.50 74 D 16º55’40” 20.000 2.976 5.909 0.220 3 + 393.859 3 + 390.883 3 + 396.792 9266150.701 191737.407 10 1.20 75 I 7º28’40” 20.000 1.307 2.610 0.043 3 + 441.899 3 + 440.592 3 + 443.202 9266116.701 191703.407 10 1.20 76 I 36º20’50” 20.000 6.565 12.688 1.050 3 + 473.662 3 + 467.097 3 + 479.784 9266091.506 191684.059 10 1.20 77 D 33º49’00” 20.000 6.080 11.804 0.904 3 + 505.030 3 + 498.950 3 + 510.755 9266059.701 191683.407 10 1.20 78 D 30º19’50” 20.000 5.421 10.587 0.722 3 + 516.882 3 + 511.461 3 + 522.048 9266049.701 191676.407 10 1.20 79 I 20º09’30” 15.000 2.666 5.277 0.235 3 + 557.346 3 + 554.680 3 + 559.957 9266032.701 191639.407 10 1.50 80 I 64º13’50” 15.000 9.415 16.816 2.710 3 + 594.203 3 + 584.788 3 + 601.603 9266006.676 191613.231 10 1.50 81 I 49º57’40” 12.000 5.591 10.464 1.238 3 + 608.032 3 + 602.441 3 + 612.905 9265991.701 191618.407 10 1.80 82 D 6º32’20” 20.000 1.142 2.283 0.033 3 + 671.572 3 + 670.430 3 + 672.712 9265968.701 191678.407 10 1.20 83 I 19º01’20” 20.000 3.351 6.640 0.279 3 + 725.689 3 + 722.338 3 + 728.978 9265943.701 191726.407 10 1.20 84 I 13º15’10” 20.000 2.323 4.626 0.135 3 + 793.370 3 + 791.047 3 + 795.673 9265933.701 191793.407 10 1.20 85 D 28º59’30” 20.000 5.171 10.120 0.658 3 + 817.432 3 + 812.261 3 + 822.381 9265935.701 191817.407 10 1.20 86 I 25º31’50” 15.000 3.398 6.684 0.380 3 + 839.142 3 + 835.744 3 + 842.428 9265926.701 191837.407 10 1.50 87 I 4º11’30” 20.000 0.732 1.463 0.013 3 + 883.041 3 + 882.309 3 + 883.772 9265927.702 191881.407 10 1.20 88 I 11º12’20” 20.000 1.962 3.911 0.096 3 + 935.280 3 + 933.318 3 + 937.229 9265932.702 191933.407 10 1.20 89 I 16º59’30” 20.000 2.988 5.931 0.222 3 + 977.029 3 + 974.041 3 + 979.973 9265944.702 191973.407 10 1.20 \LPLANTA GENERAL ESC 1/2000 2603.88 2605.51 2607.14 2608.78 2610.42 2611.42 2611.95 2611.23 2611.07 2612.69 2615.12 2614.71 2613.40 2613.20 2613.10 2613.00 2612.93 2612.48 2612.02 2611.76 2610.88 2610.14 2610.65 2611.42 2611.70 2611.80 2612.00 2612.40 2613.39 2614.25 2614.92 2615.00 2615.15 2615.39 2617.29 2618.53 2619.65 2621.13 2622.60 2624.08 2625.90 2627.72 2629.54 2631.38 2633.17 2634.97 2636.67 2638.57 2640.37 2600.00 2600.00 2610.00 2610.00 2620.00 2620.00 2630.00 2630.00 2640.00 2640.00 +0.01 -0.11 -0.15 +0.31 -0.36 +0.09 -0.02 -0.06 +0.18 -0.06 +0.01 +0.07 -0.09 +0.18 -0.06 +0.05 +0.04 -0.00 +0.01 LCV = 20.00 PIV = 4+020 ELV = 2605.51 2605.51 PCV = 4+010 ELV = 2604.71 PTV = 4+030 ELV = 2606.33 LCV = 20.00 PIV = 4+080 ELV = 2610.42 2610.42 PCV = 4+070 ELV = 2609.60 PTV = 4+090 ELV = 2610.80 LCV = 20.00 PIV = 4+120 ELV = 2611.95 2611.95 PCV = 4+110 ELV = 2611.57 PTV = 4+130 ELV = 2611.73 LCV = 20.00 PIV = 4+160 ELV = 2611.07 2611.07 PCV = 4+150 ELV = 2611.29 PTV = 4+170 ELV = 2612.08 LCV = 20.00 PIV = 4+200 ELV = 2615.12 2615.12 PCV = 4+190 ELV = 2614.11 PTV = 4+210 ELV = 2614.69 LCV = 20.00 PIV = 4+240 ELV = 2613.40 2613.40 PCV = 4+230 ELV = 2613.83 PTV = 4+250 ELV = 2613.33 LCV = 20.00 PIV = 4+300 ELV = 2613.00 2613.00 PCV = 4+290 ELV = 2613.07 PTV = 4+310 ELV = 2612.84 LCV = 20.00 PIV = 4+380 ELV = 2611.76 2611.76 PCV = 4+370 ELV = 2611.92 PTV = 4+390 ELV = 2611.36 LCV = 20.00 PIV = 4+420 ELV = 2610.14 2610.14 PCV = 4+410 ELV = 2610.55 PTV = 4+430 ELV = 2610.46 LCV = 20.00 PIV = 4+460 ELV = 2611.42 2611.42 PCV = 4+450 ELV = 2611.10 PTV = 4+470 ELV = 2611.52 LCV = 20.00 PIV = 4+500 ELV = 2611.80 2611.80 PCV = 4+490 ELV = 2611.71 PTV = 4+510 ELV = 2611.95 LCV = 20.00 PIV = 4+540 ELV = 2612.40 2612.40 PCV = 4+530 ELV = 2612.25 PTV = 4+550 ELV = 2612.82 LCV = 20.00 PIV = 4+600 ELV = 2614.92 2614.92 PCV = 4+590 ELV = 2614.50 PTV = 4+610 ELV = 2615.00 LCV = 20.00 PIV = 4+660 ELV = 2615.39 2615.39 PCV = 4+650 ELV = 2615.31 PTV = 4+670 ELV = 2616.17 LCV = 20.00 PIV = 4+700 ELV = 2618.53 2618.53 PCV = 4+690 ELV = 2617.75 PTV = 4+710 ELV = 2619.09 LCV = 20.00 PIV = 4+720 ELV = 2619.65 2619.65 PCV = 4+710 ELV = 2619.09 PTV = 4+730 ELV = 2620.39 LCV = 20.00 PIV = 4+780.59 ELV = 2624.13 2624.13 PCV = 4+770.59 ELV = 2623.39 PTV = 4+790.59 ELV = 2625.04 LCV = 20.00 PIV = 4+900 ELV = 2634.97 2634.97 PCV = 4+890 ELV = 2634.06 PTV = 4+910 ELV = 2635.87 LCV = 20.00 PIV = 4+960 ELV = 2640.37 2640.37 PCV = 4+950 ELV = 2639.47 2640.37 2642.21 2644.46 2640.00 2640.00 2650.00 2650.00 2660.00 2660.00 2670.00 2670.00 2680.00 2680.00 +0.01 LCV = 20.00 PIV = 4+960 ELV = 2640.37 2640.37 PTV = 4+970 ELV = 2641.32 PI-Nº: 90 R: 20.000 PI-Nº: 91 R: 20.000 PI-Nº: 92 R: 20.000 PI-Nº: 93 R: 12.000 PI-Nº: 94 R: 12.000 PI-Nº: 95 R: 20.000 PI-Nº: 96 R: 20.000 PI-Nº: 97 R: 20.000 PI-Nº: 98 R: 20.000 PI-Nº: 99 R: 20.000 PI-Nº: 100 R: 15.000 PI-Nº: 101 R: 15.000 PI-Nº: 102 R: 20.000 PI-Nº: 103 R: 20.000 PI-Nº: 104 R: 20.000 PI-Nº: 105 R: 20.000 PI-Nº: 106 R: 20.000 PI-Nº: 107 R: 20.000 PI-Nº: 108 R: 20.000 PI-Nº: 109 R: 20.000 PI-Nº: 110 R: 20.000 PI-Nº: 111 R: 10.000 PI-Nº: 112 R: 10.000 PI-Nº: 113 R: 20.000 2603.92 0.04 2605.52 0.01 2607.15 0.01 2608.78 0.00 2610.31 0.11 2611.19 0.23 2611.80 0.15 2611.51 0.28 2611.38 0.31 2613.10 0.41 2614.76 0.36 2614.26 0.45 2613.49 0.09 2613.27 0.07 2613.13 0.03 2612.98 0.02 2612.69 0.24 2612.38 0.10 2612.07 0.05 2611.70 0.06 2610.95 0.07 2610.32 0.18 2610.78 0.13 2611.36 0.06 2611.61 0.09 2611.81 0.01 2612.10 0.10 2612.47 0.07 2613.24 0.15 2614.08 0.17 2614.83 0.09 2615.08 0.08 2615.23 0.08 2615.57 0.18 2616.96 0.33 2618.47 0.06 2619.70 0.05 2621.13 0.00 2622.61 0.01 2624.13 0.05 2625.90 0.00 2627.71 0.01 2629.53 0.01 2631.34 0.04 2633.16 0.01 2634.97 0.00 2636.77 0.10 2638.57 0.00 2640.38 0.01 2642.27 0.06 2644.17 0.29 +7.97% en 100.00 m +8.18% en 60.00 m +3.83% en 40.00 m -2.20% en 40.00 m +10.13% en 40.00 m -4.30% en 40.00 m -0.67% en 60.00 m -1.55% en 80.00 m -4.05% en 40.00 m +3.20% en 40.00 m +0.95% en 40.00 m +1.50% en 40.00 m +4.20% en 60.00 m +0.78% en 60.00 m +7.85% en 40.00 m +5.60% en 20.00 m +7.40% en 60.59 m +9.07% en 119.41 m +9.00% en 60.00 m +9.50% en 60.00 m 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 2600 2600 2600 2610 2620 2620 2620 2620 2620 2630 2630 2630 2630 2640 2650 191900E 191900E 192000E 192000E 192100E 192100E 192200E 192200E 9265400N 9265400N 9265500N 9265500N 9265600N 9265600N 9265700N 9265700N 9265800N 9265900N 9266000N 9266100N PI-90 PI-91 PI-92 PI-93 PI-94 PI-95 PI-96 PI-97 PI-98 PI-99 PI-100 PI-101 PI-102 PI-103 PI-104 PI-105 PI-106 PI-107 PI-108 PI-109 PI-110 PI-111 PI-112 PI-113 4+000.00 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 5+000.00 ALC Nº 02 KM 4+160.00 EXIST DE MARCO ALC Nº 01 KM 4+420 PROY TMC 24″ ALC Nº 04 KM 4+640 EXIST DE MARCO PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO ALC Nº 02 KM 4+160.00 EXIST DE MARCO ALC Nº 01 KM 4+420 PROY TMC 24″ ALC Nº 03 KM 4+640 EXIST DE MARCO MS 70 % RS 30 % KILOMETRAJE MS 100 % MS 100 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-05 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 4+000 AL KM 5+000 9265800N 9265900N 9266000N 9266100N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 90 D 5º33’00” 20.000 0.969 1.937 0.023 4 + 038.279 4 + 037.310 4 + 039.247 9265978.702 192024.407 10 1.20 91 I 16º51’30” 20.000 2.964 5.885 0.218 4 + 087.043 4 + 084.079 4 + 089.964 9266001.702 192067.407 10 1.20 92 D 23º02’40” 20.000 4.077 8.044 0.411 4 + 118.112 4 + 114.035 4 + 122.079 9266023.702 192089.407 10 1.20 93 D 63º23’40” 12.000 7.411 13.277 2.104 4 + 167.935 4 + 160.524 4 + 173.802 9266042.372 192135.718 10 1.80 94 D 69º59’20” 12.000 8.401 14.658 2.648 4 + 193.207 4 + 184.806 4 + 199.465 9266024.625 192155.822 10 1.80 95 I 14º18’10” 20.000 2.509 4.993 0.157 4 + 241.471 4 + 238.962 4 + 243.954 9265977.702 192137.407 10 1.20 96 D 12º51’30” 20.000 2.254 4.488 0.127 4 + 281.757 4 + 279.503 4 + 283.992 9265937.702 192132.407 10 1.20 97 I 6º53’30” 20.000 1.204 2.406 0.036 4 + 316.852 4 + 315.648 4 + 318.053 9265904.702 192120.407 10 1.20 98 D 22º56’10” 20.000 4.057 8.006 0.407 4 + 360.996 4 + 356.939 4 + 364.945 9265861.702 192110.407 10 1.20 99 D 5º23’50” 20.000 0.943 1.884 0.022 4 + 374.489 4 + 373.546 4 + 375.430 9265850.702 192102.407 10 1.20 100 I 45º39’40” 15.000 6.315 11.954 1.275 4 + 397.159 4 + 390.844 4 + 402.798 9265833.702 192087.407 10 1.50 101 D 35º46’20” 15.000 4.841 9.365 0.762 4 + 423.558 4 + 418.717 4 + 428.082 9265806.702 192089.407 10 1.50 102 I 16º42’30” 20.000 2.937 5.832 0.214 4 + 474.865 4 + 471.928 4 + 477.760 9265762.702 192062.407 10 1.20 103 D 24º38’50” 20.000 4.369 8.604 0.472 4 + 509.994 4 + 505.625 4 + 514.228 9265728.702 192053.407 10 1.20 104 D 22º42’10” 20.000 4.015 7.925 0.399 4 + 531.882 4 + 527.867 4 + 535.792 9265711.702 192039.407 10 1.20 105 D 2º06’50” 20.000 0.369 0.738 0.003 4 + 572.483 4 + 572.114 4 + 572.852 9265692.702 192003.407 10 1.20 106 I 16º16’40” 20.000 2.860 5.682 0.203 4 + 602.449 4 + 599.589 4 + 605.271 9265679.702 191976.408 10 1.20 107 I 32º56’40” 20.000 5.914 11.500 0.856 4 + 629.318 4 + 623.404 4 + 634.904 9265661.702 191956.408 10 1.20 108 D 19º37’40” 20.000 3.460 6.851 0.297 4 + 655.916 4 + 652.456 4 + 659.308 9265635.702 191949.408 10 1.20 109 I 29º55’50” 20.000 5.346 10.448 0.702 4 + 687.471 4 + 682.125 4 + 692.573 9265609.702 191931.408 10 1.20 110 I 23º25’20” 20.000 4.146 8.176 0.425 4 + 711.310 4 + 707.164 4 + 715.340 9265585.702 191929.408 10 1.20 111 I 26º20’30” 10.000 2.340 4.597 0.270 4 + 792.465 4 + 790.125 4 + 794.722 9265508.702 191955.408 10 2.10 112 I 50º48’20” 10.000 4.749 8.867 1.070 4 + 800.868 4 + 796.119 4 + 804.986 9265502.702 191961.408 10 2.10 113 I 8º32’30” 20.000 1.494 2.982 0.056 4 + 978.150 4 + 976.656 4 + 979.638 9265520.703 192138.408 10 1.20 \LPLANTA GENERAL ESC 1/2000 ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL 2644.46 2646.72 2647.00 2647.25 2648.48 2650.71 2652.45 2654.15 2656.43 2658.54 2660.26 2662.08 2664.44 2666.75 2669.51 2672.45 2674.22 2675.98 2677.75 2679.20 2679.80 2680.40 2640.00 2640.00 2650.00 2650.00 2660.00 2660.00 2670.00 2670.00 2680.00 2680.00 -0.14 +0.14 +0.01 +0.04 -0.03 -0.01 -0.17 LCV = 20.00 PIV = 5+020 ELV = 2646.07 2646.07 PCV = 5+010 ELV = 2645.12 PTV = 5+030 ELV = 2646.47 LCV = 20.00 PIV = 5+080 ELV = 2648.48 2648.48 PCV = 5+070 ELV = 2648.08 PTV = 5+090 ELV = 2649.43 LCV = 20.00 PIV = 5+140 ELV = 2654.15 2654.15 PCV = 5+130 ELV = 2653.21 PTV = 5+150 ELV = 2655.14 LCV = 20.00 PIV = 5+220 ELV = 2662.08 2662.08 PCV = 5+210 ELV = 2661.09 PTV = 5+230 ELV = 2663.25 LCV = 20.00 PIV = 5+260 ELV = 2666.75 2666.75 PCV = 5+250 ELV = 2665.58 PTV = 5+270 ELV = 2667.81 LCV = 20.00 PIV = 5+300 ELV = 2671.00 2671.00 PCV = 5+290 ELV = 2669.94 PTV = 5+310 ELV = 2672.03 LCV = 20.00 PIV = 5+380 ELV = 2679.20 2679.20 PCV = 5+370 ELV = 2678.18 PTV = 5+390 ELV = 2679.55 2680.40 2681.32 2684.26 2687.20 2688.99 2689.56 2690.00 2690.62 2691.30 2692.88 2694.45 2696.26 2698.15 2700.00 2702.06 2704.22 2706.56 2710.00 2710.32 2712.36 2714.39 2717.00 2717.93 2720.37 2680.00 2680.00 2690.00 2690.00 2700.00 2700.00 2710.00 2710.00 2720.00 2720.00 +0.21 -0.21 +0.12 +0.03 +0.02 -0.03 +0.02 LCV = 20.00 PIV = 5+440 ELV = 2681.32 2681.32 PCV = 5+430 ELV = 2680.97 PTV = 5+450 ELV = 2682.52 LCV = 20.00 PIV = 5+500 ELV = 2688.52 2688.52 PCV = 5+490 ELV = 2687.32 PTV = 5+510 ELV = 2688.87 LCV = 20.00 PIV = 5+580 ELV = 2691.30 2691.30 PCV = 5+570 ELV = 2690.95 PTV = 5+590 ELV = 2692.13 LCV = 20.00 PIV = 5+640 ELV = 2696.26 2696.26 PCV = 5+630 ELV = 2695.43 PTV = 5+650 ELV = 2697.21 LCV = 20.00 PIV = 5+700 ELV = 2701.93 2701.93 PCV = 5+690 ELV = 2700.98 PTV = 5+710 ELV = 2702.97 LCV = 20.00 PIV = 5+800 ELV = 2712.36 2712.36 PCV = 5+790 ELV = 2711.32 PTV = 5+810 ELV = 2713.29 LCV = 20.00 PIV = 5+860 ELV = 2717.93 2717.93 PCV = 5+850 ELV = 2717.00 PTV = 5+870 ELV = 2718.93 2720.37 2721.94 2723.12 2725.26 2725.45 2727.10 2728.76 2720.00 2720.00 2730.00 2730.00 2740.00 2740.00 2750.00 2750.00 2760.00 2760.00 -0.10 +0.03 -0.14 LCV = 20.00 PIV = 5+900 ELV = 2721.94 2721.94 PCV = 5+890 ELV = 2720.94 PTV = 5+910 ELV = 2722.53 LCV = 20.00 PIV = 5+960 ELV = 2725.45 2725.45 PCV = 5+950 ELV = 2724.87 PTV = 5+970 ELV = 2726.14 LCV = 20.00 PIV = 6+000 ELV = 2728.21 2728.21 PCV = 5+990 ELV = 2727.52 PI-Nº: 114 R: 20.000 PI-Nº: 115 R: 20.000 PI-Nº: 116 R: 20.000 PI-Nº: 117 R: 20.000 PI-Nº: 118 R: 20.000 PI-Nº: 119 R: 20.000 PI-Nº: 120 R: 20.000 PI-Nº: 121 R: 10.000 PI-Nº: 122 R: 10.000 PI-Nº: 123 R: 20.000 PI-Nº: 124 R: 20.000 PI-Nº: 125 R: 20.000 PI-Nº: 126 R: 20.000 PI-Nº: 127 R: 20.000 PI-Nº: 128 R: 10.000 PI-Nº: 129 R: 10.000 PI-Nº: 130 R: 15.000 PI-Nº: 131 R: 20.000 PI-Nº: 132 R: 12.000 PI-Nº: 133 R: 12.000 PI-Nº: 134 R: 15.000 PI-Nº: 135 R: 10.000 PI-Nº: 136 R: 10.000 PI-Nº: 137 R: 20.000 PI-Nº: 138 R: 12.000 PI-Nº: 139 R: 20.000 2644.17 0.29 2645.94 0.78 2646.88 0.12 2647.68 0.43 2648.62 0.14 2650.37 0.34 2652.26 0.19 2654.16 0.01 2656.13 0.30 2658.12 0.42 2660.10 0.16 2662.12 0.04 2664.42 0.02 2666.72 0.03 2668.88 0.63 2670.99 1.46 2673.05 1.17 2675.10 0.88 2677.15 0.60 2679.03 0.17 2679.91 0.11 2680.61 0.21 2681.53 0.21 2683.72 0.54 2686.12 1.08 2688.31 0.68 2689.22 0.34 2689.91 0.09 2690.61 0.01 2691.42 0.12 2692.95 0.07 2694.61 0.16 2696.29 0.03 2698.15 0.00 2700.04 0.04 2701.95 0.11 2704.02 0.20 2706.10 0.46 2708.19 1.81 2710.27 0.05 2712.33 0.03 2714.22 0.17 2716.07 0.93 2717.95 0.02 2719.94 0.43 2721.84 0.10 2723.11 0.01 2724.28 0.98 2725.48 0.03 2726.83 0.27 2728.07 0.69 +9.50% en 60.00 m +4.01% en 60.00 m +9.45% en 60.00 m +9.91% en 80.00 m +11.68% en 40.00 m +10.63% en 40.00 m +10.25% en 80.00 m +3.53% en 60.00 m +12.00% en 60.00 m +3.48% en 80.00 m +8.27% en 60.00 m +9.45% en 60.00 m +10.43% en 100.00 m +9.28% en 60.00 m +10.03% en 40.00 m +5.85% en 60.00 m +6.89% en 40.00 m 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 2640 2650 2650 2660 2660 2670 2670 2670 2670 2670 2670 2680 2680 2680 2680 2690 2690 2700 2700 2710 2710 2720 2720 2730 2740 2750 192400E 192500E 192600E 192600E 9265500N 9265500N 9265600N 9265600N 9265700N 9265700N 9265800N PI-114 PI-115 PI-116 PI-117 PI-118 PI-119 PI-120 PI-121 PI-122 PI-123 PI-124 PI-125 PI-126 PI-127 PI-128 PI-129 PI-130 PI-131 PI-132 PI-133 PI-134 PI-135 PI-136 PI-137 PI-138 PI-139 PI-140 5+000.00 5+100.00 5+200.00 5+300.00 5+400.00 5+500.00 5+600.00 5+700.00 5+800.00 5+900.00 6+000.00 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO MS 100 % KILOMETRAJE MS 100 % MS 100 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-06 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 5+000 AL KM 6+000 192100E 192200E 192300E 192400E 192500E Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA 114 I 6º41’20” 20.000 1.169 2.335 0.034 5 + 022.529 5 + 021.360 5 + 023.695 9265531.703 192181.408 10 1.20 115 D 10º25’00” 20.000 1.823 3.636 0.083 5 + 050.383 5 + 048.560 5 + 052.196 9265541.703 192207.408 10 1.20 116 D 10º37’10” 20.000 1.859 3.707 0.086 5 + 066.652 5 + 064.793 5 + 068.500 9265544.703 192223.408 10 1.20 117 I 1º35’30” 20.000 0.278 0.556 0.002 5 + 102.641 5 + 102.363 5 + 102.919 9265544.703 192259.408 10 1.20 118 D 6º29’20” 20.000 1.134 2.265 0.032 5 + 138.655 5 + 137.521 5 + 139.786 9265545.703 192295.408 10 1.20 119 I 10º35’50” 20.000 1.855 3.699 0.086 5 + 173.781 5 + 171.926 5 + 175.625 9265542.703 192330.408 10 1.20 120 D 26º37’20” 20.000 4.732 9.293 0.552 5 + 218.389 5 + 213.657 5 + 222.950 9265547.134 192374.806 10 1.20 121 I 85º15’00” 10.000 9.204 14.879 3.591 5 + 272.516 5 + 263.312 5 + 278.191 9265527.743 192425.523 10 2.10 122 I 80º06’20” 10.000 8.407 13.981 3.064 5 + 291.261 5 + 282.854 5 + 296.835 9265547.818 192435.172 10 2.10 123 D 20º13’00” 20.000 3.566 7.057 0.315 5 + 374.194 5 + 370.628 5 + 377.685 9265597.703 192365.408 10 1.20 124 I 14º52’10” 20.000 2.610 5.190 0.170 5 + 404.352 5 + 401.742 5 + 406.933 9265622.703 192348.408 10 1.20 125 I 9º33’30” 20.000 1.672 3.336 0.070 5 + 424.172 5 + 422.500 5 + 425.836 9265635.703 192333.407 10 1.20 126 D 36º23’40” 20.000 6.575 12.704 1.053 5 + 499.111 5 + 492.536 5 + 505.240 9265674.703 192269.407 10 1.20 127 D 22º15’00” 20.000 3.933 7.767 0.383 5 + 522.436 5 + 518.503 5 + 526.270 9265696.703 192260.407 10 1.20 128 D 68º57’40” 10.000 6.868 12.036 2.131 5 + 544.337 5 + 537.469 5 + 549.505 9265718.703 192260.407 10 2.10 129 D 65º01’50” 10.000 6.374 11.350 1.859 5 + 563.048 5 + 556.674 5 + 568.024 9265726.030 192279.458 10 2.10 130 I 35º51’50” 15.000 4.854 9.389 0.766 5 + 626.908 5 + 622.054 5 + 631.443 9265680.703 192326.407 10 1.50 131 D 24º14’40” 20.000 4.296 8.463 0.456 5 + 690.229 5 + 685.933 5 + 694.396 9265671.703 192389.407 10 1.20 132 I 76º33’20” 12.000 9.469 16.034 3.286 5 + 745.588 5 + 736.119 5 + 752.152 9265641.993 192436.270 10 1.80 133 I 69º01’10” 12.000 8.250 14.455 2.563 5 + 763.790 5 + 755.540 5 + 769.995 9265656.703 192451.407 10 1.80 134 I 25º45’20” 15.000 3.429 6.743 0.387 5 + 776.976 5 + 773.547 5 + 780.289 9265670.703 192445.407 10 1.50 135 D 92º17’40” 10.000 10.409 16.108 4.434 5 + 833.026 5 + 822.617 5 + 838.726 9265707.586 192403.048 10 2.10 136 D 73º41’20” 10.000 7.493 12.861 2.496 5 + 849.999 5 + 842.506 5 + 855.367 9265723.355 192417.929 10 2.10 137 I 50º08’20” 20.000 9.356 17.502 2.080 5 + 893.316 5 + 883.960 5 + 901.462 9265702.703 192458.407 10 1.20 138 D 56º00’20” 12.000 6.381 11.730 1.591 5 + 937.548 5 + 931.167 5 + 942.897 9265720.539 192500.202 10 1.80 139 D 7º23’40” 20.000 1.292 2.581 0.042 5 + 954.624 5 + 953.332 5 + 955.913 9265710.704 192515.407 10 1.20 ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 2728.76 2730.33 2729.43 2728.97 2731.46 2734.00 2735.98 2738.53 2740.49 2742.47 2744.43 2745.05 2745.10 2745.18 2745.44 2746.41 2747.93 2749.48 2750.61 2751.87 2753.31 2754.31 2720.00 2720.00 2730.00 2730.00 2740.00 2740.00 2750.00 2750.00 2760.00 2760.00 -0.14 +0.27 -0.05 -0.21 +0.12 +0.00 LCV = 20.00 PIV = 6+000 ELV = 2728.21 2728.21 PTV = 6+010 ELV = 2728.34 LCV = 20.00 PIV = 6+060 ELV = 2728.97 2728.97 PCV = 6+050 ELV = 2728.84 PTV = 6+070 ELV = 2730.17 LCV = 20.00 PIV = 6+140 ELV = 2738.53 2738.53 PCV = 6+130 ELV = 2737.34 PTV = 6+150 ELV = 2739.51 LCV = 20.00 PIV = 6+200 ELV = 2744.43 2744.43 PCV = 6+190 ELV = 2743.45 PTV = 6+210 ELV = 2744.56 LCV = 20.00 PIV = 6+280 ELV = 2745.44 2745.44 PCV = 6+270 ELV = 2745.31 PTV = 6+290 ELV = 2746.06 LCV = 20.00 PIV = 6+320 ELV = 2747.93 2747.93 PCV = 6+310 ELV = 2747.31 PTV = 6+330 ELV = 2748.57 PI-Nº: 140 R: 20.000 PI-Nº: 141 R: 10.000 PI-Nº: 142 R: 10.000 PI-Nº: 143 R: 20.000 PI-Nº: 144 R: 15.000 PI-Nº: 145 R: 15.000 PI-Nº: 146 R: 10.000 PI-Nº: 147 R: 15.000 PI-Nº: 148 R: 20.000 PI-Nº: 149 R: 10.000 2728.07 0.69 2728.46 1.87 2728.72 0.71 2729.24 0.27 2731.36 0.10 2733.75 0.25 2736.14 0.16 2738.48 0.05 2740.50 0.01 2742.46 0.01 2744.22 0.21 2744.68 0.37 2744.94 0.16 2745.19 0.01 2745.56 0.12 2746.69 0.28 2747.93 0.00 2749.21 0.27 2750.49 0.12 2751.76 0.11 2753.04 0.27 2754.32 0.01 +1.27% en 60.00 m +11.95% en 80.00 m +9.83% en 60.00 m +1.26% en 80.00 m +6.23% en 40.00 m +6.39% en 108.94 m 6+000 6+100 6+200 6+300 6+400 2755.66 2756.86 2758.05 2759.31 2760.60 2761.80 2760.59 2760.58 6+594.55 = 2760.57 2760.61 2762.60 2764.30 2765.27 2766.66 2769.30 2771.83 2772.00 2771.76 2771.28 6+791.59 = 2770.00 2770.07 2770.99 2772.24 2773.59 2774.66 2775.63 2776.59 2777.89 2779.43 2780.97 2782.51 2750.00 2750.00 2760.00 2760.00 2770.00 2770.00 2780.00 2780.00 2790.00 2790.00 -0.27 +0.10 +0.16 +0.07 +0.09 -0.26 -0.14 +0.21 +0.01 +0.07 -0.03 +0.06 -0.02 LCV = 0.00 PIV = 6+425 ELV = 2754.89 2754.89 LCV = 20.00 PIV = 6+540 ELV = 2761.57 2761.57 PCV = 6+530 ELV = 2760.99 PTV = 6+550 ELV = 2761.08 LCV = 20.00 PIV = 6+560 ELV = 2760.59 2760.59 PCV = 6+550 ELV = 2761.08 PTV = 6+570 ELV = 2760.50 LCV = 20.00 PIV = 6+595.85 ELV = 2760.29 2760.29 PCV = 6+585.85 ELV = 2760.37 PTV = 6+605.85 ELV = 2761.04 LCV = 20.00 PIV = 6+680 ELV = 2766.66 2766.66 PCV = 6+670 ELV = 2765.90 PTV = 6+690 ELV = 2767.80 LCV = 20.00 PIV = 6+720 ELV = 2771.20 2771.20 PCV = 6+710 ELV = 2770.06 PTV = 6+730 ELV = 2771.29 LCV = 20.00 PIV = 6+760 ELV = 2771.54 2771.54 PCV = 6+750 ELV = 2771.46 PTV = 6+770 ELV = 2771.05 LCV = 20.00 PIV = 6+791.59 ELV = 2770.00 2770.00 PCV = 6+781.59 ELV = 2770.49 PTV = 6+801.59 ELV = 2770.35 LCV = 20.00 PIV = 6+820 ELV = 2770.99 2770.99 PCV = 6+810 ELV = 2770.64 PTV = 6+830 ELV = 2771.60 LCV = 20.00 PIV = 6+880 ELV = 2774.66 2774.66 PCV = 6+870 ELV = 2774.05 PTV = 6+890 ELV = 2775.14 LCV = 20.00 PIV = 6+920 ELV = 2776.59 2776.59 PCV = 6+910 ELV = 2776.11 PTV = 6+930 ELV = 2777.32 LCV = 20.00 PIV = 6+980 ELV = 2780.97 2780.97 PCV = 6+970 ELV = 2780.24 PTV = 6+990 ELV = 2781.62 PI-Nº: 150 R: 20.000 PI-Nº: 151 R: 25.000 PI-Nº: 152 R: 12.000 PI-Nº: 153 R: 30.000 PI-Nº: 154 R: 12.000 PI-Nº: 155 R: 15.000 PI-Nº: 156 R: 20.000 PI-Nº: 157 R: 20.000 PI-Nº: 158 R: 15.000 PI-Nº: 159 R: 10.000 PI-Nº: 160 R: 20.000 PI-Nº: 161 R: 400.000 PI-Nº: 162 R: 30.000 PI-Nº: 163 R: 12.000 2755.76 0.10 2756.92 0.06 2758.08 0.03 2759.25 0.06 2760.41 0.19 2761.30 0.50 2760.69 0.10 2760.42 0.16 2760.67 0.06 2762.11 0.49 2763.63 0.67 2765.15 0.12 2766.75 0.09 2768.93 0.37 2770.94 0.89 2771.37 0.63 2771.40 0.36 2770.57 0.71 2770.30 0.23 2771.06 0.07 2772.21 0.03 2773.44 0.15 2774.63 0.03 2775.63 0.00 2776.65 0.06 2778.05 0.16 2779.51 0.08 2780.95 0.02 2782.27 0.24 +5.81% en 115.00 m -4.90% en 20.00 m -0.85% en 35.85 m +7.58% en 84.15 m +11.35% en 40.00 m +0.86% en 40.00 m -4.88% en 31.59 m +3.48% en 28.41 m +6.12% en 60.00 m +4.83% en 40.00 m +7.30% en 60.00 m +6.52% en 60.00 m 6+500 6+600 6+700 6+800 6+900 7+000 2720 2730 2740 2750 2760 192500E 192600E 192700E 9265700N 9265800N PI-140 PI-141 PI-142 PI-143 PI-145 PI-146 PI-147 PI-148 PI-149 6+000.00 6+100.00 6+200.00 6+300.00 6+400.00 6+428.93 2750 2760 2770 2770 2780 2790 PI-150 PI-151 PI-152 PI-153 PI-154 PI-155 PI-156 PI-157 PI-158 PI-159 PI-160 PI-161 PI-162 PI-163 PI-164 6+425.00 6+500.00 6+600.00 6+700.00 6+800.00 6+900.00 7+000.00 192600E 192700E 192800E 192800E 192900E 192900E 193000E 193100E 9265700N 9265700N 9265800N 9265800N 9265900N ALC Nº 04 KM 6+594.55 PROY TMC 36″ ALC Nº 05 KM 6+791.59 PROY TMC 36″ MS 100 % ALC Nº 04 KM 6+594.55 PROY TMC 24″ ALC Nº 05 KM 6+791.59 PROY TMC 24″ PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE TIPO DE SUELO MS 100 % MS 100 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-07 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 6+000 AL KM 7+000 192500E 193000E 193100E 9265700N 9265800N 9265900N 9265600N 9265600N 150 I 4º50’00” 20.000 0.844 1.687 0.018 6 + 428.928 6 + 428.084 6 + 429.771 9265704.707 192701.409 10 1.20 151 I 7º27’00” 25.000 1.628 3.251 0.053 6 + 487.486 6 + 485.858 6 + 489.109 9265758.780 192723.888 10 1.20 152 D 58º56’00” 12.000 6.780 12.343 1.783 6 + 541.575 6 + 534.795 6 + 547.138 9265811.000 192738.000 10 1.80 153 I 7º33’10” 30.000 1.980 3.955 0.065 6 + 569.478 6 + 567.498 6 + 571.452 9265819.000 192766.000 9 1.20 154 D 50º03’50” 12.000 5.604 10.485 1.244 6 + 594.552 6 + 588.948 6 + 599.434 9265829.000 192789.000 10 1.80 155 I 30º45’00” 15.000 4.125 8.050 0.557 6 + 634.079 6 + 629.954 6 + 638.005 9265811.000 192825.000 10 1.50 156 I 3º24’40” 20.000 0.596 1.191 0.009 6 + 674.990 6 + 674.394 6 + 675.585 9265814.000 192866.000 10 1.20 157 D 24º50’10” 20.000 4.404 8.669 0.479 6 + 720.388 6 + 715.984 6 + 724.654 9265820.000 192911.000 10 1.20 158 I 44º25’20” 15.000 6.125 11.630 1.202 6 + 750.614 6 + 744.489 6 + 756.119 9265811.000 192940.000 10 1.50 159 D 71º16’20” 10.000 7.169 12.439 2.304 6 + 791.587 6 + 784.418 6 + 796.858 9265830.000 192977.000 10 2.10 160 D 27º02’00” 20.000 4.808 9.436 0.570 6 + 807.910 6 + 803.102 6 + 812.539 9265817.322 192990.087 10 1.20 161 D 0º09’00” 400.000 0.524 1.047 0.000 6 + 866.196 6 + 865.672 6 + 866.720 9265762.001 193009.000 0 0.30 162 D 19º36’30” 30.000 5.184 10.267 0.445 6 + 928.494 6 + 923.310 6 + 933.577 9265703.001 193029.000 9 1.20 163 D 67º57’30” 12.000 8.088 14.233 2.471 6 + 993.400 6 + 985.312 6 + 999.545 9265638.001 193028.000 10 1.80 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 140 I 4º49’10” 20.000 0.842 1.682 0.018 6 + 014.928 6 + 014.086 6 + 015.769 9265671.704 192561.407 10 1.20 141 I 85º50’50” 10.000 9.300 14.983 3.656 6 + 077.057 6 + 067.757 6 + 082.740 9265635.649 192612.006 10 2.10 142 I 80º09’50” 10.000 8.415 13.991 3.070 6 + 108.566 6 + 100.151 6 + 114.142 9265662.704 192634.408 10 2.10 143 I 4º27’40” 20.000 0.779 1.557 0.015 6 + 205.731 6 + 204.952 6 + 206.509 9265738.704 192569.408 10 1.20 144 D 53º31’50” 15.000 7.566 14.014 1.800 6 + 226.943 6 + 219.377 6 + 233.392 9265753.704 192554.408 10 1.50 145 D 72º43’20” 15.000 11.043 19.039 3.627 6 + 246.050 6 + 235.007 6 + 254.045 9265773.704 192557.407 10 1.50 146 D 73º06’20” 10.000 7.414 12.759 2.449 6 + 282.461 6 + 275.047 6 + 287.806 9265779.704 192596.407 10 2.10 147 I 27º29’20” 15.000 3.669 7.197 0.442 6 + 308.123 6 + 304.454 6 + 311.651 9265754.704 192608.407 10 1.50 148 D 5º27’30” 20.000 0.953 1.905 0.023 6 + 367.982 6 + 367.029 6 + 368.934 9265718.704 192656.408 10 1.20 149 I 104º55’10” 10.000 13.013 18.312 6.412 6 + 415.993 6 + 402.980 6 + 421.292 9265686.375 192691.904 10 2.10 ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 2782.51 2783.78 2784.88 2784.80 2784.20 2783.05 2783.62 2784.19 2784.76 2785.36 2785.96 2787.47 2789.04 2790.61 2791.97 2792.00 2792.36 2792.93 2793.77 2794.00 2794.30 2794.60 2795.11 2796.45 2797.80 2799.07 2799.91 2798.82 2797.64 2797.00 2796.80 2796.62 2796.12 2796.00 2795.33 2793.18 2791.03 2790.27 2790.78 7+768.75 = 2790.50 2792.77 2795.29 2797.21 2799.57 2802.20 2804.73 2806.73 2809.29 2810.90 2811.79 7+976.92 = 2813.10 2813.33 2815.22 2780.00 2780.00 2790.00 2790.00 2800.00 2800.00 2810.00 2810.00 2820.00 2820.00 -0.24 +0.15 +0.12 -0.16 +0.04 -0.01 +0.08 -0.29 +0.09 +0.01 -0.22 +0.22 +0.01 +0.35 -0.04 -0.03 -0.01 LCV = 20.00 PIV = 7+040 ELV = 2784.88 2784.88 PCV = 7+030 ELV = 2784.23 PTV = 7+050 ELV = 2784.58 LCV = 20.00 PIV = 7+100 ELV = 2783.05 2783.05 PCV = 7+090 ELV = 2783.36 PTV = 7+110 ELV = 2783.34 LCV = 20.00 PIV = 7+200 ELV = 2785.96 2785.96 PCV = 7+190 ELV = 2785.67 PTV = 7+210 ELV = 2786.71 LCV = 20.00 PIV = 7+280 ELV = 2791.97 2791.97 PCV = 7+270 ELV = 2791.22 PTV = 7+290 ELV = 2792.07 LCV = 20.00 PIV = 7+320 ELV = 2792.36 2792.36 PCV = 7+310 ELV = 2792.26 PTV = 7+330 ELV = 2792.60 LCV = 20.00 PIV = 7+400 ELV = 2794.30 2794.30 PCV = 7+390 ELV = 2794.06 PTV = 7+410 ELV = 2794.52 LCV = 20.00 PIV = 7+441.15 ELV = 2795.19 2795.19 PCV = 7+431.15 ELV = 2794.97 PTV = 7+451.15 ELV = 2795.79 LCV = 20.00 PIV = 7+520 ELV = 2799.91 2799.91 PCV = 7+510 ELV = 2799.31 PTV = 7+530 ELV = 2799.34 LCV = 20.00 PIV = 7+560 ELV = 2797.64 2797.64 PCV = 7+550 ELV = 2798.21 PTV = 7+570 ELV = 2797.43 LCV = 20.00 PIV = 7+600 ELV = 2796.80 2796.80 PCV = 7+590 ELV = 2797.01 PTV = 7+610 ELV = 2796.62 LCV = 20.00 PIV = 7+680 ELV = 2795.33 2795.33 PCV = 7+670 ELV = 2795.51 PTV = 7+690 ELV = 2794.26 LCV = 20.00 PIV = 7+720 ELV = 2791.03 2791.03 PCV = 7+710 ELV = 2792.11 PTV = 7+730 ELV = 2790.82 LCV = 20.00 PIV = 7+768.75 ELV = 2790.00 2790.00 PCV = 7+758.75 ELV = 2790.21 PTV = 7+778.75 ELV = 2791.19 LCV = 20.00 PIV = 7+880 ELV = 2803.20 2803.20 PCV = 7+870 ELV = 2802.01 PTV = 7+890 ELV = 2804.22 LCV = 20.00 PIV = 7+976.92 ELV = 2813.10 2813.10 PCV = 7+966.92 ELV = 2812.08 PTV = 7+986.92 ELV = 2814.00 PI-Nº: 164 R: 12.000 PI-Nº: 165 R: 15.000 PI-Nº: 166 R: 20.000 PI-Nº: 167 R: 50.000 PI-Nº: 168 R: 20.000 PI-Nº: 169 R: 15.000 PI-Nº: 170 R: 15.000 PI-Nº: 171 R: 20.000 PI-Nº: 172 R: 20.000 PI-Nº: 173 R: 20.000 PI-Nº: 174 R: 20.000 PI-Nº: 175 R: 20.000 PI-Nº: 176 R: 15.000 PI-Nº: 177 R: 15.000 PI-Nº: 178 R: 0.000 PI-Nº: 179 R: 30.000 PI-Nº: 180 R: 20.000 PI-Nº: 181 R: 30.000 PI-Nº: 182 R: 30.000 PI-Nº: 183 R: 12.000 PI-Nº: 184 R: 12.000 PI-Nº: 185 R: 15.000 PI-Nº: 186 R: 15.000 PI-Nº: 187 R: 15.000 PI-Nº: 188 R: 10.000 PI-Nº: 189 R: 20.000 PI-Nº: 190 R: 20.000 PI-Nº: 191 R: 20.000 PI-Nº: 192 R: 15.000 2782.27 0.24 2783.58 0.20 2784.64 0.24 2784.27 0.53 2783.66 0.54 2783.20 0.15 2783.63 0.01 2784.21 0.02 2784.80 0.04 2785.38 0.02 2786.08 0.12 2787.46 0.01 2788.97 0.07 2790.47 0.14 2791.81 0.16 2792.17 0.17 2792.40 0.04 2792.85 0.08 2793.33 0.44 2793.82 0.18 2794.29 0.01 2794.73 0.13 2795.24 0.13 2796.32 0.13 2797.51 0.29 2798.71 0.36 2799.62 0.29 2798.77 0.05 2797.73 0.09 2797.22 0.22 2796.81 0.01 2796.43 0.19 2796.07 0.05 2795.70 0.30 2795.11 0.22 2793.18 0.00 2791.25 0.22 2790.61 0.34 2790.19 0.59 2791.33 1.44 2793.71 1.58 2796.08 1.13 2798.45 1.12 2800.83 1.37 2803.16 1.57 2805.24 1.49 2807.29 2.00 2809.33 1.57 2811.37 0.42 2813.36 0.03 2815.17 0.05 +6.52% en 60.00 m -3.05% en 60.00 m +2.91% en 100.00 m +7.51% en 80.00 m +0.98% en 40.00 m +2.42% en 80.00 m +2.16% en 41.15 m +5.99% en 78.85 m -5.68% en 40.00 m -2.10% en 40.00 m -1.84% en 80.00 m -10.75% en 40.00 m -2.11% en 48.75 m +11.87% en 111.25 m +10.21% en 96.92 m +8.98% en 43.08 m 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 7+900 8+000 9265500N 9265600N 9265700N 2780 2790 2790 2790 2790 2790 2790 2790 2800 2800 2800 2800 2800 2800 2800 2800 2800 2810 2820 PI-163 PI-164 PI-165 PI-166 PI-167 PI-168 PI-169 PI-170 PI-171 PI-172 PI-173 PI-174 PI-175 PI-176 PI-177 PI-178 PI-179 PI-180 PI-181 PI-182 PI-183 PI-184 PI-185 PI-186 PI-187 PI-188 PI-189 PI-190 PI-191 PI-192 PI-193 7+000.00 7+100.00 7+200.00 7+300.00 7+400.00 7+500.00 7+600.00 7+700.00 7+800.00 7+900.00 8+000.00 192800E 193000E 193100E 193200E 193200E 193300E 193400E 193500E 193600E 9265100N 9265200N 9265300N 9265400N 9265700N ALC Nº 07 KM 7+768.75 PROY TMC 48″ ALC Nº 06 KM 7+100 PROY TMC 24″ MS 100 % PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO KILOMETRAJE ALC Nº 06 KM 7+100 PROY TMC 24″ ALC Nº 07 KM 7+768.75 PROY TMC 48″ MS 40 % RS 20 % RF 40% MS 100 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-08 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 7+000 AL KM 8+000 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 164 I 77º32’40” 12.000 9.639 16.241 3.392 7 + 024.699 7 + 015.060 7 + 031.301 9265626.001 192997.000 10 1.80 165 I 44º46’00” 15.000 6.177 11.720 1.222 7 + 039.626 7 + 033.449 7 + 045.168 9265608.244 192999.719 10 1.50 166 D 26º04’00” 20.000 4.630 9.099 0.529 7 + 067.963 7 + 063.333 7 + 072.432 9265591.001 193023.000 10 1.20 167 D 5º36’20” 50.000 2.448 4.892 0.060 7 + 098.216 7 + 095.768 7 + 100.660 9265564.001 193037.000 6 0.60 168 I 19º32’50” 20.000 3.445 6.823 0.295 7 + 168.220 7 + 164.775 7 + 171.598 9265499.001 193063.000 10 1.20 169 I 27º07’50” 15.000 3.619 7.103 0.430 7 + 201.454 7 + 197.835 7 + 204.938 9265474.001 193085.000 10 1.50 170 D 41º04’10” 15.000 5.619 10.752 1.018 7 + 277.640 7 + 272.021 7 + 282.773 9265446.001 193156.000 10 1.50 171 D 15º46’30” 20.000 2.771 5.507 0.191 7 + 307.569 7 + 304.798 7 + 310.305 9265419.001 193170.000 10 1.20 172 D 9º08’40” 20.000 1.599 3.192 0.064 7 + 342.247 7 + 340.648 7 + 343.840 9265385.001 193177.001 10 1.20 173 I 13º46’10” 20.000 2.415 4.806 0.145 7 + 365.262 7 + 362.847 7 + 367.654 9265362.001 193178.001 10 1.20 174 D 24º52’30” 20.000 4.411 8.683 0.481 7 + 390.238 7 + 385.827 7 + 394.510 9265338.001 193185.001 10 1.20 175 I 14º47’10” 20.000 2.595 5.161 0.168 7 + 423.476 7 + 420.881 7 + 426.042 9265305.001 193180.001 10 1.20 176 I 35º15’10” 15.000 4.766 9.229 0.739 7 + 497.878 7 + 493.112 7 + 502.341 9265231.001 193188.001 10 1.50 177 I 26º33’50” 15.000 3.541 6.954 0.412 7 + 520.247 7 + 516.706 7 + 523.661 9265214.001 193203.001 10 1.50 178 I 35º38’20” 15.000 4.822 9.330 0.756 7 + 570.815 7 + 565.993 7 + 575.324 9265195.001 193250.001 5 1.50 179 I 5º15’30” 30.000 1.378 2.753 0.032 7 + 604.458 7 + 603.080 7 + 605.834 9265203.001 193283.001 9 1.20 180 I 24º43’00” 20.000 4.382 8.628 0.474 7 + 644.618 7 + 640.236 7 + 648.864 9265216.001 193321.001 10 1.20 181 D 7º21’00” 30.000 1.927 3.848 0.062 7 + 673.482 7 + 671.555 7 + 675.404 9265236.001 193342.001 9 1.20 182 D 16º53’40” 30.000 4.455 8.846 0.329 7 + 729.279 7 + 724.824 7 + 733.670 9265269.001 193387.001 9 1.20 183 D 67º52’50” 12.000 8.076 14.217 2.464 7 + 768.432 7 + 760.356 7 + 774.573 9265282.002 193424.001 10 1.80 184 D 58º41’20” 12.000 6.746 12.292 1.766 7 + 790.020 7 + 783.274 7 + 795.565 9265264.378 193439.580 10 1.80 185 I 43º46’40” 15.000 6.027 11.461 1.165 7 + 827.948 7 + 821.921 7 + 833.382 9265227.002 193428.001 10 1.50 186 I 48º57’50” 15.000 6.830 12.819 1.482 7 + 858.661 7 + 851.831 7 + 864.650 9265199.002 193442.001 10 1.50 187 D 38º39’30” 15.000 5.261 10.121 0.896 7 + 889.835 7 + 884.574 7 + 894.694 9265191.002 193473.001 10 1.50 188 D 75º14’10” 10.000 7.706 13.131 2.625 7 + 904.433 7 + 896.727 7 + 909.858 9265179.002 193482.001 10 2.10 189 I 21º36’50” 20.000 3.818 7.545 0.361 7 + 932.762 7 + 928.944 7 + 936.489 9265155.001 193463.001 10 1.20 190 I 43º25’00” 20.000 7.962 15.155 1.527 7 + 949.038 7 + 941.076 7 + 956.231 9265139.329 193458.283 10 1.20 191 I 21º37’30” 20.000 3.820 7.549 0.361 7 + 976.610 7 + 972.790 7 + 980.339 9265114.002 193471.001 10 1.20 192 I 50º43’10” 15.000 7.110 13.278 1.600 7 + 991.192 7 + 984.082 7 + 997.361 9265104.238 193481.955 10 1.50 ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-09 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 8+000 AL KM 9+000 2800 2810 2820 2830 2830 2840 2840 2850 2850 2860 2860 2860 2870 2870 2880 2880 2890 2900 2900 PI-191 PI-192 PI-193 PI-194 PI-195 PI-196 PI-197 PI-198 PI-199 PI-200 PI-201 PI-202 PI-203 PI-204 PI-205 PI-206 PI-207 PI-208 PI-209 PI-210 PI-211 PI-212 PI-213 PI-214 PI-215 PI-216 PI-217 PI-218 PI-219 PI-220 PI-221 PI-222 PI-223 8+000.00 8+100.00 8+200.00 8+300.00 8+400.00 8+500.00 8+600.00 8+700.00 8+800.00 8+900.00 9+000.00 193400E 193500E 193600E 193600E 193700E 193700E 193800E 193800E 193900E 193900E 194000E 194000E 9264800N 9264900N 9265000N 9265100N ALC Nº 08 KM 8+291.45 PROY TMC 24″ ALC Nº 09 KM 8+714.66 PROY TMC 24″ 2815.22 2816.97 2819.49 2822.08 2824.30 2826.32 2827.97 2829.45 2830.85 2832.96 2835.17 2836.94 2838.38 2839.77 2841.19 8+291.45 = 2842.30 2842.73 2844.38 2846.03 2847.72 2849.53 2851.53 2810.00 2810.00 2820.00 2820.00 2830.00 2830.00 2840.00 2840.00 2850.00 2850.00 +0.02 -0.03 -0.05 -0.00 +0.06 LCV = 20.00 PIV = 8+020 ELV = 2816.97 2816.97 PCV = 8+010 ELV = 2816.07 PTV = 8+030 ELV = 2817.96 LCV = 20.00 PIV = 8+160 ELV = 2830.85 2830.85 PCV = 8+150 ELV = 2829.86 PTV = 8+170 ELV = 2831.72 LCV = 20.00 PIV = 8+291.45 ELV = 2842.30 2842.30 PCV = 8+281.45 ELV = 2841.43 PTV = 8+301.45 ELV = 2842.98 LCV = 20.00 PIV = 8+340 ELV = 2845.62 2845.62 PCV = 8+330 ELV = 2844.94 PTV = 8+350 ELV = 2846.55 2851.53 2853.50 2854.91 2856.76 2859.15 2862.07 2864.40 2866.49 2868.09 2869.68 2871.26 2872.72 2874.28 2876.47 2878.54 2878.48 8+714.66 = 2878.50 2878.60 2880.25 2881.15 2882.19 2883.49 2884.89 2886.02 2887.41 2888.85 2891.31 2850.00 2850.00 2860.00 2860.00 2870.00 2870.00 2880.00 2880.00 2890.00 2890.00 +0.05 -0.09 +0.04 -0.14 +0.05 +0.01 +0.02 +0.13 LCV = 20.00 PIV = 8+460 ELV = 2856.76 2856.76 PCV = 8+450 ELV = 2855.83 PTV = 8+470 ELV = 2857.89 LCV = 20.00 PIV = 8+560 ELV = 2868.09 2868.09 PCV = 8+550 ELV = 2866.96 PTV = 8+570 ELV = 2868.86 LCV = 20.00 PIV = 8+620 ELV = 2872.72 2872.72 PCV = 8+610 ELV = 2871.95 PTV = 8+630 ELV = 2873.66 LCV = 20.00 PIV = 8+660 ELV = 2876.47 2876.47 PCV = 8+650 ELV = 2875.53 PTV = 8+670 ELV = 2876.84 LCV = 20.00 PIV = 8+714.66 ELV = 2878.50 2878.50 PCV = 8+704.66 ELV = 2878.13 PTV = 8+724.66 ELV = 2879.08 LCV = 20.00 PIV = 8+800 ELV = 2883.49 2883.49 PCV = 8+790 ELV = 2882.91 PTV = 8+810 ELV = 2884.16 LCV = 20.00 PIV = 8+880 ELV = 2888.85 2888.85 PCV = 8+870 ELV = 2888.18 PTV = 8+890 ELV = 2890.04 2891.31 2893.88 2896.20 2897.47 2898.96 2900.27 2890.00 2890.00 2900.00 2900.00 2910.00 2910.00 2920.00 2920.00 2930.00 2930.00 -0.12 -0.07 LCV = 20.00 PIV = 8+940 ELV = 2896.00 2896.00 PCV = 8+930 ELV = 2894.81 PTV = 8+950 ELV = 2896.71 LCV = 20.00 PIV = 9+000 ELV = 2900.27 2900.27 PCV = 8+990 ELV = 2899.56 PI-Nº: 193 R: 15.000 PI-Nº: 194 R: 15.000 PI-Nº: 195 R: 10.000 PI-Nº: 196 R: 12.000 PI-Nº: 197 R: 12.000 PI-Nº: 198 R: 20.000 PI-Nº: 199 R: 15.000 PI-Nº: 200 R: 30.000 PI-Nº: 201 R: 20.000 PI-Nº: 202 R: 15.000 PI-Nº: 203 R: 15.000 PI-Nº: 204 R: 15.000 PI-Nº: 205 R: 20.000 PI-Nº: 206 R: 20.000 PI-Nº: 207 R: 15.000 PI-Nº: 208 R: 15.000 PI-Nº: 209 R: 15.000 PI-Nº: 210 R: 15.000 PI-Nº: 211 R: 20.000 PI-Nº: 212 R: 20.000 PI-Nº: 213 R: 20.000 PI-Nº: 214 R: 20.000 PI-Nº: 215 R: 15.000 PI-Nº: 216 R: 15.000 PI-Nº: 217 R: 15.000 PI-Nº: 218 R: 15.000 PI-Nº: 219 R: 15.000 PI-Nº: 220 R: 15.000 PI-Nº: 221 R: 15.000 PI-Nº: 222 R: 15.000 PI-Nº: 223 R: 20.000 2815.17 0.05 2816.99 0.02 2818.95 0.54 2820.94 1.14 2822.92 1.38 2824.90 1.42 2826.88 1.09 2828.87 0.58 2830.82 0.03 2832.59 0.37 2834.33 0.84 2836.08 0.86 2837.82 0.56 2839.56 0.21 2841.30 0.11 2842.88 0.15 2844.25 0.13 2845.68 0.35 2847.48 0.24 2849.33 0.20 2851.19 0.34 2853.05 0.45 2854.90 0.01 2856.81 0.05 2859.03 0.12 2861.29 0.78 2863.56 0.84 2865.82 0.67 2868.00 0.09 2869.63 0.05 2871.18 0.08 2872.76 0.04 2874.60 0.32 2876.33 0.14 2877.21 1.33 2877.96 0.52 2878.82 0.22 2879.98 0.27 2881.15 0.00 2882.32 0.13 2883.51 0.02 2884.83 0.06 2886.17 0.15 2887.51 0.10 2888.98 0.13 2891.23 0.08 2893.62 0.26 2895.88 0.32 2897.42 0.05 2898.85 0.11 2900.20 0.07 +8.98% en 43.08 m +9.91% en 140.00 m +8.71% en 131.45 m +6.84% en 48.55 m +9.28% en 120.00 m +11.33% en 100.00 m +7.72% en 60.00 m +9.38% en 40.00 m +3.71% en 54.66 m +5.85% en 85.34 m +6.70% en 80.00 m +11.92% en 60.00 m +7.12% en 60.00 m 8+000 8+100 8+200 8+300 8+400 8+500 8+600 8+700 8+800 8+900 9+000 MS 100 % ALC Nº 08 KM 8+291.45 PROY TMC 24″ ALC Nº 09 KM 8+714.66 PROY TMC 24″ MS 100 % MS 100 % 9265150N 194100E 9264800N 9264900N 9265000N 9265100N 9265150N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 193 D 41º28’50” 15.000 5.680 10.860 1.039 8 + 020.672 8 + 014.992 8 + 025.852 9265109.002 193512.001 10 1.50 194 I 56º26’00” 15.000 8.049 14.774 2.023 8 + 059.286 8 + 051.237 8 + 066.012 9265088.002 193545.001 10 1.50 195 D 60º50’00” 10.000 5.871 10.617 1.596 8 + 077.662 8 + 071.791 8 + 082.409 9265096.002 193563.001 10 2.10 196 I 25º33’40” 12.000 2.722 5.354 0.305 8 + 106.537 8 + 103.815 8 + 109.168 9265078.002 193587.001 10 1.80 197 D 64º39’10” 12.000 7.594 13.541 2.201 8 + 147.239 8 + 139.645 8 + 153.186 9265070.002 193627.001 10 1.80 198 D 17º51’00” 20.000 3.141 6.231 0.245 8 + 162.084 8 + 158.943 8 + 165.174 9265054.002 193631.002 10 1.20 199 I 32º15’20” 15.000 4.337 8.444 0.615 8 + 207.133 8 + 202.796 8 + 211.240 9265009.002 193628.002 10 1.50 200 D 14º24’20” 30.000 3.791 7.543 0.239 8 + 234.198 8 + 230.407 8 + 237.949 9264985.002 193641.002 9 1.20 201 I 28º06’00” 20.000 5.005 9.809 0.617 8 + 263.020 8 + 258.015 8 + 267.824 9264957.002 193648.002 10 1.20 202 D 34º32’40” 15.000 4.664 9.044 0.708 8 + 291.138 8 + 286.474 8 + 295.518 9264936.002 193667.002 10 1.50 203 I 23º22’10” 15.000 3.102 6.118 0.317 8 + 351.385 8 + 348.283 8 + 354.401 9264876.002 193675.002 10 1.50 204 D 32º52’20” 15.000 4.425 8.606 0.639 8 + 374.623 8 + 370.198 8 + 378.804 9264856.002 193687.002 10 1.50 205 I 13º13’10” 20.000 2.318 4.614 0.134 8 + 404.396 8 + 402.078 8 + 406.693 9264826.002 193686.002 10 1.20 206 I 18º26’10” 20.000 3.246 6.435 0.262 8 + 424.771 8 + 421.525 8 + 427.961 9264806.002 193690.002 10 1.20 207 I 24º05’50” 15.000 3.202 6.309 0.338 8 + 440.840 8 + 437.638 8 + 443.947 9264792.002 193698.002 10 1.50 208 I 53º15’40” 15.000 7.521 13.944 1.780 8 + 472.947 8 + 465.426 8 + 479.369 9264773.002 193724.002 10 1.50 209 I 29º04’00” 15.000 3.889 7.610 0.496 8 + 499.051 8 + 495.162 8 + 502.772 9264781.002 193750.002 10 1.50 210 I 15º13’10” 15.000 2.004 3.984 0.133 8 + 533.539 8 + 531.535 8 + 535.519 9264806.002 193774.002 10 1.50 211 D 5º28’00” 20.000 0.955 1.908 0.023 8 + 596.165 8 + 595.210 8 + 597.118 9264861.002 193804.002 10 1.20 212 D 22º48’40” 20.000 4.035 7.963 0.403 8 + 637.212 8 + 633.177 8 + 641.140 9264895.002 193827.002 10 1.20 213 D 18º22’00” 20.000 3.233 6.411 0.260 8 + 664.565 8 + 661.332 8 + 667.743 9264910.002 193850.002 10 1.20 214 I 28º55’30” 20.000 5.158 10.097 0.655 8 + 684.156 8 + 678.998 8 + 689.094 9264915.002 193869.002 10 1.20 215 D 51º47’50” 15.000 7.283 13.560 1.675 8 + 714.350 8 + 707.067 8 + 720.627 9264936.003 193891.002 10 1.50 216 D 41º24’30” 15.000 5.669 10.841 1.036 8 + 734.557 8 + 728.888 8 + 739.728 9264933.003 193912.002 10 1.50 217 I 50º50’20” 15.000 7.129 13.310 1.608 8 + 778.747 8 + 771.618 8 + 784.928 9264899.003 193941.002 10 1.50 218 I 45º49’10” 15.000 6.339 11.996 1.285 8 + 821.810 8 + 815.471 8 + 827.466 9264900.003 193985.002 10 1.50 219 I 48º11’40” 15.000 6.709 12.617 1.432 8 + 840.232 8 + 833.523 8 + 846.140 9264914.003 193998.002 10 1.50 220 D 49º34’10” 15.000 6.926 12.977 1.522 8 + 882.618 8 + 875.692 8 + 888.669 9264957.003 193994.002 10 1.50 221 I 20º37’40” 15.000 2.730 5.400 0.246 8 + 936.195 8 + 933.465 8 + 938.866 9264996.003 194032.002 10 1.50 222 I 29º20’20” 15.000 3.927 7.681 0.505 8 + 953.600 8 + 949.673 8 + 957.354 9265012.003 194039.002 10 1.50 223 D 20º58’00” 20.000 3.701 7.319 0.340 8 + 993.627 8 + 989.926 8 + 997.245 9265052.003 194035.001 10 1.20 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO KILOMETRAJE ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 2900.27 2901.15 2901.97 2901.89 2900.66 2898.86 2896.83 2896.20 2896.94 2897.82 2897.35 9+208.52 = 2897.10 2897.00 2899.07 2902.39 2904.59 2903.39 2903.38 2903.93 2905.32 2907.31 2909.71 2910.41 2910.87 2912.11 2913.00 2912.97 2910.01 9+530.59 = 2909.10 2908.76 2910.05 2911.50 2913.24 2914.72 2915.12 2915.93 2916.72 2918.00 2918.92 2920.87 2921.80 2921.38 2920.96 2920.66 2920.35 2920.11 2919.84 2921.19 2922.27 2922.93 2923.00 2923.03 2923.15 2890.00 2890.00 2900.00 2900.00 2910.00 2910.00 2920.00 2920.00 2930.00 2930.00 -0.07 -0.19 -0.16 +0.16 +0.18 -0.10 +0.08 +0.11 -0.20 +0.13 -0.09 -0.19 -0.20 +0.37 +0.00 +0.11 -0.09 +0.04 +0.04 -0.22 +0.16 -0.14 -0.11 2900.27 LCV = 20.00 PIV = 9+040 ELV = 2901.97 2901.97 PCV = 9+030 ELV = 2901.54 PTV = 9+050 ELV = 2901.64 LCV = 20.00 PIV = 9+080 ELV = 2900.66 2900.66 PCV = 9+070 ELV = 2900.99 PTV = 9+090 ELV = 2899.70 LCV = 20.00 PIV = 9+120 ELV = 2896.83 2896.83 PCV = 9+110 ELV = 2897.79 PTV = 9+130 ELV = 2896.52 LCV = 20.00 PIV = 9+140 ELV = 2896.20 2896.20 PCV = 9+130 ELV = 2896.52 PTV = 9+150 ELV = 2896.61 LCV = 10.00 PIV = 9+180 ELV = 2897.82 2897.82 PCV = 9+175 ELV = 2897.62 PTV = 9+185 ELV = 2897.63 LCV = 10.00 PIV = 9+208.52 ELV = 2896.73 2896.73 PCV = 9+203.52 ELV = 2896.92 PTV = 9+213.52 ELV = 2896.85 LCV = 10.00 PIV = 9+220 ELV = 2897.00 2897.00 PCV = 9+215 ELV = 2896.88 PTV = 9+225 ELV = 2897.56 LCV = 20.00 PIV = 9+260 ELV = 2901.48 2901.48 PCV = 9+250 ELV = 2900.36 PTV = 9+270 ELV = 2901.78 LCV = 20.00 PIV = 9+340 ELV = 2903.93 2903.93 PCV = 9+330 ELV = 2903.62 PTV = 9+350 ELV = 2904.74 LCV = 20.00 PIV = 9+420 ELV = 2910.41 2910.41 PCV = 9+410 ELV = 2909.60 PTV = 9+430 ELV = 2910.84 LCV = 20.00 PIV = 9+480 ELV = 2913.00 2913.00 PCV = 9+470 ELV = 2912.57 PTV = 9+490 ELV = 2912.67 LCV = 20.00 PIV = 9+500 ELV = 2912.35 2912.35 PCV = 9+490 ELV = 2912.67 PTV = 9+510 ELV = 2911.20 LCV = 20.00 PIV = 9+530.59 ELV = 2908.85 2908.85 PCV = 9+520.59 ELV = 2909.99 PTV = 9+540.59 ELV = 2909.18 LCV = 20.00 PIV = 9+560 ELV = 2909.82 2909.82 PCV = 9+550 ELV = 2909.49 PTV = 9+570 ELV = 2910.59 LCV = 20.00 PIV = 9+620 ELV = 2914.41 2914.41 PCV = 9+610 ELV = 2913.64 PTV = 9+630 ELV = 2914.79 LCV = 20.00 PIV = 9+680 ELV = 2916.72 2916.72 PCV = 9+670 ELV = 2916.33 PTV = 9+690 ELV = 2917.27 LCV = 20.00 PIV = 9+720 ELV = 2918.92 2918.92 PCV = 9+710 ELV = 2918.37 PTV = 9+730 ELV = 2919.64 LCV = 20.00 PIV = 9+760 ELV = 2921.80 2921.80 PCV = 9+750 ELV = 2921.08 PTV = 9+770 ELV = 2921.64 LCV = 20.00 PIV = 9+880 ELV = 2919.84 2919.84 PCV = 9+870 ELV = 2920.00 PTV = 9+890 ELV = 2920.32 LCV = 20.00 PIV = 9+940 ELV = 2922.70 2922.70 PCV = 9+930 ELV = 2922.22 PTV = 9+950 ELV = 2922.60 LCV = 20.00 PIV = 10+000 ELV = 2922.11 2922.11 PCV = 9+990 ELV = 2922.21 PI-Nº: 224 R: 20.000 PI-Nº: 225 R: 20.000 PI-Nº: 226 R: 20.000 PI-Nº: 227 R: 15.000 PI-Nº: 228 R: 15.000 PI-Nº: 229 R: 15.000 PI-Nº: 230 R: 15.000 PI-Nº: 231 R: 30.000 PI-Nº: 232 R: 30.000 PI-Nº: 233 R: 30.000 PI-Nº: 234 R: 12.000 PI-Nº: 235 R: 20.000 PI-Nº: 236 R: 20.000 PI-Nº: 237 R: 30.000 PI-Nº: 238 R: 20.000 PI-Nº: 239 R: 30.000 PI-Nº: 240 R: 15.000 PI-Nº: 241 R: 25.000 PI-Nº: 242 R: 10.000 PI-Nº: 243 R: 20.000 PI-Nº: 244 R: 20.000 PI-Nº: 245 R: 20.000 PI-Nº: 246 R: 20.000 PI-Nº: 247 R: 20.000 PI-Nº: 248 R: 12.000 PI-Nº: 249 R: 15.000 PI-Nº: 250 R: 15.000 PI-Nº: 251 R: 50.000 PI-Nº: 252 R: 20.000 PI-Nº: 253 R: 15.000 PI-Nº: 254 R: 20.000 PI-Nº: 255 R: 20.000 2900.20 0.07 2901.12 0.03 2901.78 0.19 2901.31 0.58 2900.50 0.16 2898.75 0.11 2896.99 0.16 2896.38 0.18 2897.01 0.07 2897.72 0.10 2897.06 0.29 2897.11 0.11 2899.24 0.17 2901.27 1.12 2902.09 2.50 2902.70 0.69 2903.32 0.06 2904.06 0.13 2905.55 0.23 2907.17 0.14 2908.79 0.92 2910.32 0.09 2911.27 0.40 2912.14 0.03 2912.81 0.19 2912.14 0.83 2910.06 0.05 2909.16 0.40 2909.93 0.12 2911.35 0.15 2912.88 0.36 2914.31 0.41 2915.18 0.06 2915.95 0.02 2916.76 0.04 2917.82 0.18 2918.96 0.04 2920.36 0.51 2921.58 0.22 2921.47 0.09 2921.15 0.19 2920.82 0.16 2920.49 0.14 2920.17 0.06 2920.00 0.16 2920.79 0.40 2921.74 0.53 2922.55 0.38 2922.50 0.50 2922.30 0.73 2922.00 1.15 +4.25% en 40.00 m -3.28% en 40.00 m -9.57% en 40.00 m -3.15% en 20.00 m +4.05% en 40.00 m -3.81% en 28.52 m +2.32% en 11.48 m +11.19% en 40.00 m +3.07% en 80.00 m +8.10% en 80.00 m +4.32% en 60.00 m -3.27% en 20.00 m -11.43% en 30.59 m +3.30% en 29.41 m +7.64% en 60.00 m +3.86% en 60.00 m +5.50% en 40.00 m +7.20% en 40.00 m -1.63% en 120.00 m +4.76% en 60.00 m -0.98% en 60.00 m 9+000 9+100 9+200 9+300 9+400 9+500 9+600 9+700 9+800 9+900 10+000 2890 2890 2900 2900 2910 2910 2910 2910 2910 2920 2920 2920 2930 2930 2930 PI-223 PI-224 PI-225 PI-226 PI-227 PI-228 PI-229 PI-230 PI-231 PI-232 PI-233 PI-234 PI-235 PI-236 PI-237 PI-238 PI-239 PI-240 PI-241 PI-242 PI-243 PI-244 PI-245 PI-246 PI-247 PI-248 PI-249 PI-250 PI-251 PI-252 PI-253 PI-254 PI-255 9+000.00 9+100.00 9+200.00 9+300.00 9+400.00 9+500.00 9+600.00 9+700.00 9+800.00 9+900.00 10+000 193900E 193900E 194000E 194000E 194100E 194100E 194200E 194200E 194300E 194300E 194400E 194400E 194500E 194500E 194600E 194700E 9265000N 9265100N 9265100N 9265200N 9265200N 9265300N 9265300N 9265400N 9265400N 9265500N 9265600N ALC Nº 10 KM 9+120 PROY TMC 24″ ALC Nº 11 KM 9+220.00 PROY TMC 24″ ALC Nº 12 KM 9+530.59 PROY TMC 24″ ALC Nº 13 KM 9+880 PROY TMC 24″ PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO KILOMETRAJE ALC Nº 10 KM 09+120 PROY TMC 24″ ALC Nº 11 KM 10+220.00 PROY TMC 24″ ALC Nº 12 KM 9+530.59 PROY TMC 24″ ALC Nº 13 KM 9+880 PROY TMC 24″ MS 100 % MS 60 % RS 40 % MS 100 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-10 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 9+000 AL KM 10+000 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 224 I 15º15’20” 20.000 2.678 5.325 0.179 9 + 039.152 9 + 036.474 9 + 041.799 9265096.003 194047.001 10 1.20 225 I 16º11’20” 20.000 2.844 5.651 0.201 9 + 058.120 9 + 055.276 9 + 060.927 9265115.003 194047.001 10 1.20 226 I 10º22’30” 20.000 1.816 3.622 0.082 9 + 090.362 9 + 088.546 9 + 092.168 9265146.003 194038.001 10 1.20 227 D 45º00’00” 15.000 6.213 11.781 1.236 9 + 114.949 9 + 108.736 9 + 120.517 9265168.003 194027.001 10 1.50 228 D 48º22’00” 15.000 6.736 12.662 1.443 9 + 145.927 9 + 139.191 9 + 151.853 9265198.003 194037.001 10 1.50 229 I 47º37’20” 15.000 6.619 12.467 1.396 9 + 160.349 9 + 153.730 9 + 166.197 9265204.003 194051.001 10 1.50 230 D 39º03’40” 15.000 5.321 10.226 0.916 9 + 183.930 9 + 178.609 9 + 188.835 9265227.003 194059.001 10 1.50 231 D 9º22’50” 30.000 2.461 4.912 0.101 9 + 208.212 9 + 205.751 9 + 210.662 9265240.003 194080.001 9 1.20 232 D 16º22’20” 30.000 4.316 8.572 0.309 9 + 226.586 9 + 222.270 9 + 230.843 9265247.003 194097.001 9 1.20 233 I 17º57’10” 30.000 4.739 9.400 0.372 9 + 245.633 9 + 240.894 9 + 250.294 9265249.003 194116.001 9 1.20 234 I 67º46’20” 12.000 8.059 14.194 2.455 9 + 275.102 9 + 267.043 9 + 281.237 9265261.003 194143.001 10 1.80 235 D 14º36’40” 20.000 2.564 5.100 0.164 9 + 306.192 9 + 303.628 9 + 308.728 9265294.003 194142.001 10 1.20 236 D 13º41’20” 20.000 2.401 4.778 0.144 9 + 342.067 9 + 339.666 9 + 344.445 9265329.003 194150.001 10 1.20 237 D 19º39’10” 30.000 5.196 10.290 0.447 9 + 368.878 9 + 363.682 9 + 373.972 9265353.003 194162.001 9 1.20 238 I 23º11’40” 20.000 4.104 8.096 0.417 9 + 402.017 9 + 397.913 9 + 406.009 9265376.003 194186.001 10 1.20 239 D 23º31’20” 30.000 6.246 12.316 0.643 9 + 445.368 9 + 439.122 9 + 451.438 9265416.003 194203.001 9 1.20 240 I 28º06’50” 15.000 3.756 7.360 0.463 9 + 471.365 9 + 467.609 9 + 474.969 9265434.003 194222.001 10 1.50 241 D 28º57’00” 25.000 6.454 12.632 0.820 9 + 499.674 9 + 493.220 9 + 505.852 9265461.003 194231.000 10 1.20 242 D 95º29’50” 10.000 11.009 16.667 4.872 9 + 533.369 9 + 522.360 9 + 539.028 9265484.003 194256.000 10 2.10 243 I 32º01’40” 20.000 5.740 11.180 0.807 9 + 574.419 9 + 568.679 9 + 579.859 9265447.004 194284.000 10 1.20 244 D 27º50’10” 20.000 4.956 9.717 0.605 9 + 596.591 9 + 591.635 9 + 601.351 9265439.004 194305.000 10 1.20 245 I 48º41’30” 20.000 9.050 16.997 1.952 9 + 640.327 9 + 631.277 9 + 648.274 9265406.004 194334.001 10 1.20 246 I 11º18’40” 20.000 1.981 3.948 0.098 9 + 661.224 9 + 659.243 9 + 663.192 9265406.004 194356.001 10 1.20 247 D 33º55’50” 20.000 6.101 11.844 0.910 9 + 686.707 9 + 680.606 9 + 692.450 9265411.004 194381.001 10 1.20 248 D 57º30’50” 12.000 6.585 12.046 1.688 9 + 699.348 9 + 692.763 9 + 704.808 9265406.004 194393.001 10 1.80 249 I 21º05’50” 15.000 2.793 5.523 0.258 9 + 721.568 9 + 718.775 9 + 724.298 9265383.004 194397.001 10 1.50 250 I 25º20’50” 15.000 3.373 6.636 0.375 9 + 750.660 9 + 747.287 9 + 753.923 9265358.004 194412.001 10 1.50 251 D 3º10’50” 50.000 1.388 2.776 0.019 9 + 797.421 9 + 796.033 9 + 798.808 9265332.004 194451.001 6 0.60 252 D 34º19’50” 20.000 6.178 11.984 0.932 9 + 862.421 9 + 856.243 9 + 868.227 9265293.004 194503.001 10 1.20 253 I 30º11’30” 15.000 4.046 7.904 0.536 9 + 911.698 9 + 907.652 9 + 915.556 9265246.004 194519.001 10 1.50 254 I 13º59’50” 20.000 2.455 4.886 0.150 9 + 941.989 9 + 939.534 9 + 944.420 9265226.004 194542.001 10 1.20 255 I 22º44’10” 20.000 4.021 7.936 0.400 9 + 999.210 9 + 995.189 10 + 003.125 9265200.004 194593.001 10 1.20 2923.15 2922.45 2920.01 2917.49 2914.89 2912.36 10+104.37 = 2912.50 2912.71 2914.57 2916.67 2918.16 2919.94 2920.00 2921.45 2923.00 2922.54 2921.02 2920.58 2920.16 2921.19 2923.09 2924.42 2925.20 2925.90 2927.00 2927.72 2928.00 2929.99 2931.83 2933.22 2933.29 2931.66 2930.04 2928.99 2927.88 2924.42 2921.00 2921.35 2921.70 2922.00 2922.10 2922.20 2920.48 2919.38 2921.09 2921.58 2921.98 2922.00 2921.59 2920.95 2920.34 2919.66 2910.00 2910.00 2920.00 2920.00 2930.00 2930.00 2940.00 2940.00 -0.11 -0.14 +0.15 +0.47 -0.06 +0.05 -0.31 +0.06 +0.23 -0.08 +0.13 -0.32 -0.15 +0.24 -0.05 +0.15 -0.15 -0.10 LCV = 20.00 PIV = 10+000 ELV = 2922.11 2922.11 PTV = 10+010 ELV = 2921.58 LCV = 20.00 PIV = 10+020 ELV = 2921.05 2921.05 PCV = 10+010 ELV = 2921.58 PTV = 10+030 ELV = 2919.96 LCV = 20.00 PIV = 10+104.37 ELV = 2911.85 2911.85 PCV = 10+094.37 ELV = 2912.94 PTV = 10+114.37 ELV = 2912.64 LCV = 20.00 PIV = 10+180 ELV = 2917.81 2917.81 PCV = 10+170 ELV = 2917.02 PTV = 10+190 ELV = 2918.36 LCV = 20.00 PIV = 10+220 ELV = 2920.00 2920.00 PCV = 10+210 ELV = 2919.45 PTV = 10+230 ELV = 2920.73 LCV = 20.00 PIV = 10+260 ELV = 2922.93 2922.93 PCV = 10+250 ELV = 2922.19 PTV = 10+270 ELV = 2922.43 LCV = 20.00 PIV = 10+300 ELV = 2920.95 2920.95 PCV = 10+290 ELV = 2921.44 PTV = 10+310 ELV = 2920.71 LCV = 20.00 PIV = 10+340 ELV = 2920.00 2920.00 PCV = 10+330 ELV = 2920.24 PTV = 10+350 ELV = 2920.68 LCV = 20.00 PIV = 10+400 ELV = 2924.09 2924.09 PCV = 10+390 ELV = 2923.41 PTV = 10+410 ELV = 2924.44 LCV = 20.00 PIV = 10+500 ELV = 2927.54 2927.54 PCV = 10+490 ELV = 2927.19 PTV = 10+510 ELV = 2928.39 LCV = 20.00 PIV = 10+560 ELV = 2932.66 2932.66 PCV = 10+550 ELV = 2931.81 PTV = 10+570 ELV = 2932.25 LCV = 20.00 PIV = 10+600 ELV = 2931.01 2931.01 PCV = 10+590 ELV = 2931.42 PTV = 10+610 ELV = 2930.00 LCV = 20.00 PIV = 10+700 ELV = 2921.00 2921.00 PCV = 10+690 ELV = 2922.00 PTV = 10+710 ELV = 2920.94 LCV = 20.00 PIV = 10+800 ELV = 2920.41 2920.41 PCV = 10+790 ELV = 2920.47 PTV = 10+810 ELV = 2920.15 LCV = 20.00 PIV = 10+840 ELV = 2919.38 2919.38 PCV = 10+830 ELV = 2919.64 PTV = 10+850 ELV = 2919.72 LCV = 20.00 PIV = 10+900 ELV = 2921.42 2921.42 PCV = 10+890 ELV = 2921.08 PTV = 10+910 ELV = 2921.18 LCV = 20.00 PIV = 11+000 ELV = 2919.00 2919.00 PCV = 10+990 ELV = 2919.24 PI-Nº: 255 R: 20.000 PI-Nº: 256 R: 15.000 PI-Nº: 257 R: 30.000 PI-Nº: 258 R: 10.000 PI-Nº: 259 R: 20.000 PI-Nº: 260 R: 10.000 PI-Nº: 261 R: 10.000 PI-Nº: 262 R: 12.000 PI-Nº: 263 R: 20.000 PI-Nº: 264 R: 20.000 PI-Nº: 265 R: 20.000 PI-Nº: 266 R: 30.000 PI-Nº: 267 R: 20.000 PI-Nº: 268 R: 30.000 PI-Nº: 269 R: 20.000 PI-Nº: 270 R: 30.000 PI-Nº: 271 R: 30.000 PI-Nº: 272 R: 15.000 PI-Nº: 273 R: 20.000 PI-Nº: 274 R: 20.000 PI-Nº: 275 R: 20.000 PI-Nº: 276 R: 20.000 PI-Nº: 277 R: 30.000 PI-Nº: 278 R: 20.000 PI-Nº: 279 R: 20.000 PI-Nº: 280 R: 20.000 PI-Nº: 281 R: 20.000 PI-Nº: 282 R: 20.000 PI-Nº: 283 R: 20.000 PI-Nº: 284 R: 20.000 PI-Nº: 285 R: 20.000 PI-Nº: 286 R: 25.000 2922.00 1.15 2920.91 1.54 2918.87 1.14 2916.68 0.81 2914.50 0.39 2912.47 0.11 2913.08 0.37 2914.66 0.09 2916.24 0.43 2917.75 0.41 2918.91 1.03 2920.05 0.05 2921.46 0.01 2922.62 0.38 2921.94 0.60 2921.01 0.01 2920.47 0.11 2920.23 0.07 2921.36 0.17 2922.73 0.36 2924.01 0.41 2924.78 0.42 2925.47 0.43 2926.16 0.84 2926.85 0.87 2927.66 0.34 2929.24 0.75 2930.95 0.88 2932.35 0.87 2931.83 1.46 2930.86 0.80 2929.00 1.04 2927.00 1.99 2925.00 2.88 2923.00 1.42 2921.24 0.24 2920.88 0.47 2920.76 0.94 2920.65 1.35 2920.53 1.57 2920.36 1.84 2919.90 0.58 2919.53 0.15 2920.06 1.03 2920.74 0.84 2921.27 0.71 2920.93 1.07 2920.45 1.14 2919.97 0.98 2919.48 0.86 2918.91 0.75 -5.30% en 20.00 m -10.91% en 84.37 m +7.89% en 75.63 m +5.46% en 40.00 m +7.32% en 40.00 m -4.95% en 40.00 m -2.37% en 40.00 m +6.82% en 60.00 m +3.44% en 100.00 m +8.55% en 60.00 m -4.15% en 40.00 m -10.01% en 100.00 m -0.59% en 100.00 m -2.58% en 40.00 m +3.40% en 60.00 m -2.42% en 100.00 m 10+000 10+100 10+200 10+300 10+400 10+500 10+600 10+700 10+800 10+900 11+000 2910 2910 2920 2920 2920 2920 2930 2930 2930 2930 2930 2930 2930 2940 2940 PI-255 PI-256 PI-257 PI-258 PI-259 PI-260 PI-261 PI-262 PI-263 PI-264 PI-265 PI-266 PI-267 PI-268 PI-269 PI-270 PI-271 PI-272 PI-273 PI-274 PI-275 PI-276 PI-277 PI-278 PI-279 PI-280 PI-281 PI-282 PI-283 PI-284 PI-285 PI-286 10+000 10+100 10+200 10+300 10+400 10+500 10+600 10+700 10+800 10+900 11+000 194600E 194700E 194800E 194900E 195000E 9264400N 9264400N 9264500N 9264500N 9264600N 9264600N 9264700N 9264700N 9264800N 9264800N 9264900N 9264900N 9265000N 9265000N 9265100N 9265100N 9265200N 9265200N 9265300N 9265300N ALC Nº 14 KM 10+104.37 PROY TMC 48″ ALC Nº 15 KM 10+340 PROY TMC 24″ ALC Nº 16 KM 10+840 PROY TMC 24″ Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 255 I 22º44’10” 20.000 4.021 7.936 0.400 9 + 999.210 9 + 995.189 10 + 003.125 9265200.004 194593.001 10 1.20 256 I 50º53’40” 15.000 7.138 13.324 1.612 10 + 018.545 10 + 011.407 10 + 024.731 9265198.554 194612.388 10 1.50 257 I 11º46’30” 30.000 3.094 6.165 0.159 10 + 063.619 10 + 060.525 10 + 066.691 9265232.004 194644.001 9 1.20 258 D 114º16’40” 10.000 15.481 19.945 8.430 10 + 109.390 10 + 093.909 10 + 113.855 9265271.004 194668.001 10 2.10 259 D 11º44’00” 20.000 2.055 4.096 0.105 10 + 135.817 10 + 133.762 10 + 137.858 9265240.004 194689.001 10 1.20 260 I 67º37’10” 10.000 6.697 11.802 2.035 10 + 172.573 10 + 165.876 10 + 177.678 9265206.004 194703.001 10 2.10 261 D 68º57’40” 10.000 6.868 12.036 2.131 10 + 185.981 10 + 179.113 10 + 191.149 9265206.004 194718.001 10 2.10 262 I 57º16’20” 12.000 6.552 11.995 1.672 10 + 198.209 10 + 191.657 10 + 203.652 9265193.004 194723.001 10 1.80 263 I 11º41’20” 20.000 2.047 4.080 0.105 10 + 226.713 10 + 224.666 10 + 228.746 9265187.005 194752.001 10 1.20 264 D 39º05’40” 20.000 7.101 13.647 1.223 10 + 253.699 10 + 246.598 10 + 260.245 9265187.005 194779.001 10 1.20 265 D 26º17’00” 20.000 4.669 9.175 0.538 10 + 273.760 10 + 269.091 10 + 278.265 9265174.005 194795.001 10 1.20 266 D 3º30’00” 30.000 0.917 1.833 0.014 10 + 299.996 10 + 299.079 10 + 300.912 9265150.005 194806.001 9 1.20 267 I 15º12’10” 20.000 2.669 5.307 0.177 10 + 347.166 10 + 344.497 10 + 349.804 9265106.005 194823.001 10 1.20 268 D 9º45’40” 30.000 2.562 5.111 0.109 10 + 389.336 10 + 386.774 10 + 391.885 9265072.005 194848.001 9 1.20 269 I 19º49’50” 20.000 3.496 6.922 0.303 10 + 413.921 10 + 410.425 10 + 417.347 9265050.005 194859.002 10 1.20 270 D 17º57’10” 30.000 4.739 9.400 0.372 10 + 442.851 10 + 438.112 10 + 447.512 9265030.005 194880.002 9 1.20 271 D 32º31’40” 30.000 8.752 17.032 1.251 10 + 470.068 10 + 461.316 10 + 478.347 9265006.005 194893.002 9 1.20 272 I 33º08’30” 15.000 4.463 8.676 0.650 10 + 483.632 10 + 479.169 10 + 487.845 9264992.005 194892.002 10 1.50 273 D 29º03’20” 20.000 5.183 10.142 0.661 10 + 503.973 10 + 498.790 10 + 508.933 9264974.005 194902.002 10 1.20 274 D 5º18’50” 20.000 0.928 1.855 0.022 10 + 527.750 10 + 526.822 10 + 528.677 9264950.005 194902.002 10 1.20 275 I 1º48’40” 20.000 0.316 0.632 0.002 10 + 570.934 10 + 570.618 10 + 571.250 9264907.005 194898.002 10 1.20 276 D 17º53’50” 20.000 3.149 6.247 0.246 10 + 620.026 10 + 616.877 10 + 623.124 9264858.005 194895.002 10 1.20 277 I 4º13’30” 30.000 1.107 2.212 0.020 10 + 699.455 10 + 698.348 10 + 700.561 9264784.005 194866.002 9 1.20 278 I 15º03’20” 20.000 2.643 5.255 0.174 10 + 757.021 10 + 754.378 10 + 759.633 9264729.005 194849.002 10 1.20 279 D 36º32’20” 20.000 6.603 12.754 1.062 10 + 784.009 10 + 777.406 10 + 790.161 9264702.005 194848.002 10 1.20 280 I 30º31’50” 20.000 5.458 10.657 0.731 10 + 809.171 10 + 803.713 10 + 814.370 9264682.005 194832.002 10 1.20 281 D 16º53’10” 20.000 2.969 5.894 0.219 10 + 823.053 10 + 820.084 10 + 825.979 9264668.005 194830.002 10 1.20 282 I 16º29’10” 20.000 2.897 5.755 0.209 10 + 856.116 10 + 853.219 10 + 858.973 9264638.005 194816.002 10 1.20 283 D 33º52’00” 20.000 6.089 11.822 0.906 10 + 896.523 10 + 890.434 10 + 902.256 9264598.005 194810.003 10 1.20 284 I 36º52’10” 20.000 6.667 12.870 1.082 10 + 927.312 10 + 920.645 10 + 933.515 9264575.005 194789.003 10 1.20 285 D 27º12’30” 20.000 4.840 9.498 0.577 10 + 957.993 10 + 953.153 10 + 962.650 9264544.005 194786.003 10 1.20 286 I 26º56’30” 25.000 5.989 11.756 0.707 10 + 991.098 10 + 985.109 10 + 996.865 9264516.004 194768.003 10 1.20 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO KILOMETRAJE ALC Nº 14 KM 10+104.37 PROY TMC 48″ ALC Nº 15 KM 10+340 PROY TMC 24″ ALC Nº 16 KM 10+840 PROY TMC 24″ MS 70 % RS 30 % MS 100 % MS 100 % MS 90 % RS 10 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-11 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 10+000 AL KM 11+000 194500E 194600E 194700E 194800E 194900E 195000E 194500E ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 \LPLANTA GENERAL ESC 1/2000 2919.66 2918.82 2917.43 2916.02 2914.33 2911.32 2910.54 2910.06 2909.55 2908.91 2908.11 2906.90 2906.00 2907.08 2908.96 2910.83 2911.52 2912.50 2913.20 2913.34 2913.85 2915.78 2917.72 11+442.88 = 2918.00 2900.00 2900.00 2910.00 2910.00 2920.00 2920.00 2930.00 2930.00 2940.00 2940.00 -0.10 -0.12 +0.18 +0.29 -0.08 -0.05 +0.18 LCV = 20.00 PIV = 11+000 ELV = 2919.00 2919.00 PTV = 11+010 ELV = 2918.38 LCV = 20.00 PIV = 11+060 ELV = 2915.26 2915.26 PCV = 11+050 ELV = 2915.88 PTV = 11+070 ELV = 2914.14 LCV = 20.00 PIV = 11+100 ELV = 2910.78 2910.78 PCV = 11+090 ELV = 2911.90 PTV = 11+110 ELV = 2910.40 LCV = 20.00 PIV = 11+240 ELV = 2905.42 2905.42 PCV = 11+230 ELV = 2905.81 PTV = 11+250 ELV = 2906.19 LCV = 20.00 PIV = 11+300 ELV = 2910.00 2910.00 PCV = 11+290 ELV = 2909.24 PTV = 11+310 ELV = 2910.43 LCV = 20.00 PIV = 11+360 ELV = 2912.55 2912.55 PCV = 11+350 ELV = 2912.13 PTV = 11+370 ELV = 2912.77 LCV = 20.00 PIV = 11+400 ELV = 2913.42 2913.42 PCV = 11+390 ELV = 2913.20 PTV = 11+410 ELV = 2914.36 2917.47 PI-Nº: 287 R: 20.000 PI-Nº: 288 R: 20.000 PI-Nº: 289 R: 20.000 PI-Nº: 290 R: 15.000 PI-Nº: 291 R: 15.000 PI-Nº: 292 R: 20.000 PI-Nº: 293 R: 20.000 PI-Nº: 294 R: 15.000 PI-Nº: 295 R: 30.000 PI-Nº: 296 R: 15.000 2918.91 0.75 2917.75 1.07 2916.51 0.92 2915.14 0.88 2913.02 1.31 2910.96 0.36 2910.01 0.53 2909.25 0.81 2908.48 1.07 2907.72 1.19 2906.95 1.16 2906.19 0.71 2905.71 0.29 2906.95 0.13 2908.47 0.49 2909.92 0.91 2910.85 0.67 2911.70 0.80 2912.50 0.70 2912.99 0.35 2913.60 0.25 2915.31 0.47 2917.20 0.52 -6.24% en 60.00 m -11.21% en 40.00 m -3.82% en 140.00 m +7.63% en 60.00 m +4.26% en 60.00 m +2.16% en 40.00 m +9.45% en 42.88 m 11+000 11+100 11+200 11+300 11+400 11+442.88 2900 2900 2910 2910 2920 2920 2920 PI-286 PI-287 PI-288 PI-289 PI-290 PI-291 PI-292 PI-293 PI-294 PI-295 PI-296 PI-297 11+000 11+100 11+200 11+300 11+400 11+442.88 194600E 194700E 194800E 194900E 9264000N 9264000N 9264100N 9264100N 9264200N 9264200N 9264300N 9264300N 9264400N 9264400N 9264500N 9264500N 9264600N 9264600N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 287 D 27º06’40” 20.000 4.822 9.464 0.573 11 + 060.230 11 + 055.408 11 + 064.871 9264447.004 194761.003 10 1.20 288 I 11º52’00” 20.000 2.079 4.142 0.108 11 + 100.546 11 + 098.467 11 + 102.610 9264413.004 194739.003 10 1.20 289 D 17º37’20” 20.000 3.100 6.151 0.239 11 + 142.317 11 + 139.217 11 + 145.368 9264374.004 194724.003 10 1.20 290 I 66º44’00” 15.000 9.878 17.471 2.960 11 + 180.687 11 + 170.809 11 + 188.280 9264344.004 194700.003 10 1.50 291 D 45º29’20” 15.000 6.288 11.909 1.265 11 + 195.401 11 + 189.113 11 + 201.022 9264329.004 194708.003 10 1.50 292 I 18º18’50” 20.000 3.224 6.393 0.258 11 + 248.184 11 + 244.960 11 + 251.353 9264278.004 194692.003 10 1.20 293 D 21º01’50” 20.000 3.712 7.341 0.342 11 + 312.137 11 + 308.425 11 + 315.766 9264214.004 194693.003 10 1.20 294 I 27º43’50” 15.000 3.702 7.260 0.450 11 + 344.007 11 + 340.305 11 + 347.564 9264184.004 194682.003 10 1.50 295 D 18º12’50” 30.000 4.809 9.537 0.383 11 + 358.995 11 + 354.186 11 + 363.723 9264169.004 194684.003 9 1.20 296 I 42º09’20” 15.000 5.781 11.036 1.076 11 + 391.472 11 + 385.691 11 + 396.727 9264137.004 194678.004 10 1.50 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO TIPO DE SUELO KILOMETRAJE MS 90 % RS 10 % INDICADA REVISADO: LAMINA N° FECHA: REV: CAD.: PP-12 PLANO : UBICACION: ESCALA: PROYECTO: PROYECTISTA: MONTEVIDEO CHACHAPOYAS AMAZONAS DISTRITO: PROVINCIA: REGIÓN: NOVIEMBRE 2013 \T0.95;”MEJORAMIENTO REHABILITACION DE LA TROCHA CARROZABLE MONTEVIDEO COROBAMBA VALLE DE LOS CHILCHOS TRAMO KM 00 AL KM 11+500 – DISTRITO DE MONTEVIDEO – CHACHAPOYAS – AMAZONAS” PLANTA Y PERFIL KM 11+000 AL KM 11+442.88 ESC H =1/2000 V=1/200 \LPERFIL LONGITUDINAL \LPLANTA GENERAL ESC 1/2000 IMPRIMIR EN A1; ESC 1/2000 ALC Nº 02 KM 5+060 PROY TMC 24″ ALC Nº 02 KM 5+060 PROY TMC 24″ ALC Nº 03 KM 5+580 PROY TMC 24″ ALC Nº 03 KM 5+580 PROY TMC 24″ ALC Nº 17 KM 11+240 PROY TMC 24″ ALC Nº 16 KM 11+240 PROY TMC 24″