Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

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LEVANTAMIENTO TOPOGR ELEMENTOS GEOMETRICOS AZ 0 = 162 Coord. PI-0 X0 = 737035.645 y0 = 9334405.607 PI PI-V ANGULO DE DEFLEXION C gg mm ss ang. (º) SENT. E R 0 1 162 0 0 162.000 I 88.11 1 2 33 45 0 33.750 I 91.06 2.700 60.000 2 3 52 43 30 52.725 D 126.53 3.482 30.000 3 4 10 29 0 10.483 I 40.17 1.008 240.000 4 5 28 42 0 28.700 D 271.09 1.610 50.000 5 6 58 2 0 58.033 I 119.36 5.742 40.000 6 7 65 46 0 65.767 D 23.68 2.862 15.000 7 8 63 23 50 63.397 D 83.63 2.630 15.000 8 9 28 7 0 28.117 I 92.51 2.470 80.000 9 10 47 24 40 47.411 I 33.32 2.765 30.000 10 11 24 57 50 24.964 I 81.36 1.937 80.000 11 12 66 41 10 66.686 D 20.50 1.281 6.500 12 - - - * Sentido: I = Izquierda radio minimo 45 D = Derecha tangente minimo 55 ### Replanteo de Curva Horizontal # 01 ### ### KILOM ARCO Φ CUERDA KILOM PC 1+069.91 0 ------- ------- PC 1+16 1+070.00 0.09 0º2'36.08" 0.091 1+16 1+075.00 5.09 2º25'50.44" 5.089 1+17 1+080.00 10.09 4º49'4.81" 10.079 1+17 1+085.00 15.09 7º12'19.18" 15.051 1+18 1+090.00 20.09 9º35'33.54" 19.997 1+18 1+095.00 25.09 11º58'47.91" 24.908 1+19 1+100.00 30.09 14º22'2.28" 29.776 PT 1+19 PT 1+105.25 35.34 16º52'30" 34.834 Replanteo de Curva Horizontal # 03 KILOM ARCO Φ CUERDA KILOM PC 1+280.50 0 ------- ------- PC 1+32 1+285.00 4.50 2º9'3.47" 18.016 1+33 1+290.00 9.50 4º32'17.84" 37.980 1+33 1+295.00 14.50 6º55'32.2" 57.879 1+34 1+300.00 19.50 9º18'46.57" 77.677 1+34 1+305.00 24.50 11º42'0.94" 97.340 1+35 1+310.00 29.50 14º5'15.3" 116.834 PT 1+35 1+315.00 34.50 16º28'29.67" 136.126 1+320.00 39.50 18º51'44.04" 155.181 1+325.00 44.50 21º14'58.41" 173.967 PT 1+324.41 43.91 20º58'0" 171.756 Dist. entre curvas

Transcript of Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

Page 1: Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

LEVANTAMIENTO TOPOGRAFICO PARA CARRETERASELEMENTOS GEOMETRICOS DEL ALINEAMIENTO EN PLANTA

AZ 0 = 162 Coord. PI-0 X0 = 737035.645y0 = 9334405.607

PI PI-VANGULO DE DEFLEXION Curvas

gg mm ss ang. (º) SENT. E R0 1 162 0 0 162.000 I 88.111 2 33 45 0 33.750 I 91.06 2.700 60.0002 3 52 43 30 52.725 D 126.53 3.482 30.0003 4 10 29 0 10.483 I 40.17 1.008 240.0004 5 28 42 0 28.700 D 271.09 1.610 50.0005 6 58 2 0 58.033 I 119.36 5.742 40.0006 7 65 46 0 65.767 D 23.68 2.862 15.0007 8 63 23 50 63.397 D 83.63 2.630 15.0008 9 28 7 0 28.117 I 92.51 2.470 80.0009 10 47 24 40 47.411 I 33.32 2.765 30.000

10 11 24 57 50 24.964 I 81.36 1.937 80.00011 12 66 41 10 66.686 D 20.50 1.281 6.50012 - - -

* Sentido: I = Izquierda radio minimo 45D = Derecha tangente minimo 55

###Replanteo de Curva Horizontal # 01 ###

###

KILOM ARCO Φ CUERDA KILOMPC 1+069.91 0 ------- ------- PC 1+163.24

1+070.00 0.09 0º2'36.08" 0.091 1+165.001+075.00 5.09 2º25'50.44" 5.089 1+170.001+080.00 10.09 4º49'4.81" 10.079 1+175.001+085.00 15.09 7º12'19.18" 15.051 1+180.001+090.00 20.09 9º35'33.54" 19.997 1+185.001+095.00 25.09 11º58'47.91" 24.908 1+190.001+100.00 30.09 14º22'2.28" 29.776 PT 1+190.85

PT 1+105.25 35.34 16º52'30" 34.834

Replanteo de Curva Horizontal # 03

KILOM ARCO Φ CUERDA KILOMPC 1+280.50 0 ------- ------- PC 1+329.77

1+285.00 4.50 2º9'3.47" 18.016 1+330.001+290.00 9.50 4º32'17.84" 37.980 1+335.001+295.00 14.50 6º55'32.2" 57.879 1+340.001+300.00 19.50 9º18'46.57" 77.677 1+345.001+305.00 24.50 11º42'0.94" 97.340 1+350.001+310.00 29.50 14º5'15.3" 116.834 PT 1+354.811+315.00 34.50 16º28'29.67" 136.1261+320.00 39.50 18º51'44.04" 155.1811+325.00 44.50 21º14'58.41" 173.967

PT 1+324.41 43.91 20º58'0" 171.756

Dist. entre

curvas

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Replanteo de Curva Horizontal # 05

KILOM ARCO Φ CUERDA KILOMPC 1+590.93 0 ------- ------- PC 1+718.91

1+595.00 4.07 1º56'44.28" 2.716 1+720.001+600.00 9.07 4º19'58.64" 6.044 1+725.001+605.00 14.07 6º43'13.01" 9.362 1+730.001+610.00 19.07 9º6'27.38" 12.663 PT 1+736.131+615.00 24.07 11º29'41.74" 15.9421+620.00 29.07 13º52'56.11" 19.1941+625.00 34.07 16º16'10.48" 22.4131+630.00 39.07 18º39'24.85" 25.592

PT 1+631.44 40.51 19º20'40" 26.500

Replanteo de Curva Horizontal # 07

KILOM ARCO Φ CUERDA KILOMPC 1+740.85 0 ------- ------- PC 1+811.78

1+745.00 4.15 1º58'51.77" 1.037 1+815.001+750.00 9.15 4º22'6.14" 2.285 1+820.001+755.00 14.15 6º45'20.5" 3.529 1+825.001+760.00 19.15 9º8'34.87" 4.767 1+830.00

PT 1+757.45 16.60 7º55'28.75" 4.136 1+835.001+840.001+845.001+850.00

PT 1+851.04

Replanteo de Curva Horizontal # 09

KILOM ARCO Φ CUERDA KILOMPC 1+910.34 0 ------- ------- PC 1+937.61

1+915.00 4.66 2º13'21.79" 2.327 1+940.001+920.00 9.66 4º36'36.16" 4.822 1+945.001+925.00 14.66 6º59'50.52" 7.309 1+950.001+930.00 19.66 9º23'4.89" 9.784 1+955.001+935.00 24.66 11º46'19.26" 12.241 1+960.00

PT 1+935.17 24.82 11º51'10" 12.324 1+965.001+970.00

PT 1+972.46

Replanteo de Curva Horizontal # 11

KILOM ARCO Φ CUERDAPC 1+1031.84 0 ------- -------

1+1032.00 0.16 0º4'38.78" 0.0181+854.00 -177.84 -85º5'19.31" -12.949

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1+856.00 -175.84 -84º2'37.06" -12.9281+858.00 -173.84 -84º59'54.81" -12.903

PT 1+1039.40 7.57 3º36'43.79" 0.819

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LEVANTAMIENTO TOPOGRAFICO PARA CARRETERASELEMENTOS GEOMETRICOS DEL ALINEAMIENTO EN PLANTA

Curvas Kilometrajes Coordenadas UTM

T LC C PI PC PT X (Este) Y(Norte)0+000.00 737035.645 9334405.607

18.201 35.343 34.834 0+088.11 69.91 105.25 #VALUE! #VALUE!14.868 27.607 26.6429305 0+178.11 163.24 190.85 #VALUE! #VALUE!22.018 43.912 43.8512562 0+302.51 280.50 324.41 #VALUE! #VALUE!12.791 25.045 24.7844544 0+342.56 329.77 354.81 #VALUE! #VALUE!22.188 40.515 38.8051213 0+613.11 590.93 631.44 #VALUE! #VALUE!9.698 17.218 16.2879057 0+728.61 718.91 736.13 #VALUE! #VALUE!9.264 16.597 15.7635308 0+750.11 740.85 757.45 #VALUE! #VALUE!

20.033 39.258 38.8655419 0+831.81 811.78 851.04 #VALUE! #VALUE!13.173 24.824 24.1221936 0+923.52 910.34 935.17 #VALUE! #VALUE!17.709 34.856 34.5811111 0+955.32 937.61 972.46 #VALUE! #VALUE!4.277 7.565 7.14545962 0+1036.11 1031.84 1039.40 #VALUE! #VALUE!

0+1055.63 - - #VALUE! #VALUE!

Replanteo de Curva Horizontal # 02

ARCO Φ CUERDA gg mm ss1+163.24 0 ------- ------- 0 2 36.081+165.00 1.76 1º40'37.88" 1.756 2 25 50.441+170.00 6.76 6º27'6.62" 6.742 4 49 4.811+175.00 11.76 11º13'35.35" 11.681 7 12 19.181+180.00 16.76 16º0'4.08" 16.539 9 35 33.541+185.00 21.76 20º46'32.82" 21.283 11 58 47.911+190.00 26.76 25º33'1.55" 25.878 14 22 2.281+190.85 27.61 26º21'45" 26.643 16 52 30.00

Replanteo de Curva Horizontal # 04

ARCO Φ CUERDA gg mm ss1+329.77 0 ------- ------- 2 9 3.471+330.00 0.23 0º13'15.85" 0.386 4 32 17.841+335.00 5.23 4º59'44.59" 8.708 6 55 32.201+340.00 10.23 9º46'13.32" 16.970 9 18 46.571+345.00 15.23 14º32'42.05" 25.114 11 42 0.941+350.00 20.23 19º19'10.79" 33.084 14 5 15.301+354.81 25.05 23º54'60" 40.541 16 28 29.67

18 51 44.0421 14 58.4120 58 0.00

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Replanteo de Curva Horizontal # 06

ARCO Φ CUERDA gg mm ss1+718.91 0 ------- ------- 1 56 44.281+720.00 1.09 1º2'11.11" 0.543 4 19 58.641+725.00 6.09 5º48'39.84" 3.037 6 43 13.011+730.00 11.09 10º35'8.58" 5.511 9 6 27.381+736.13 17.22 16º26'30" 8.491 11 29 41.74

13 52 56.1116 16 10.4818 39 24.8519 20 40.00

Replanteo de Curva Horizontal # 08

ARCO Φ CUERDA gg mm ss1+811.78 0 ------- ------- 1 58 51.771+815.00 3.22 3º4'23.37" 8.578 4 22 6.141+820.00 8.22 7º50'52.1" 21.847 6 45 20.501+825.00 13.22 12º37'20.83" 34.964 9 8 34.871+830.00 18.22 17º23'49.57" 47.839 7 55 28.751+835.00 23.22 22º10'18.3" 60.3811+840.00 28.22 26º56'47.04" 72.5051+845.00 33.22 31º43'15.77" 84.1251+850.00 38.22 36º29'44.5" 95.1621+851.04 39.26 37º29'20" 97.377

Replanteo de Curva Horizontal # 10

ARCO Φ CUERDA gg mm ss1+937.61 0 ------- ------- 2 13 21.791+940.00 2.39 2º17'4.9" 6.378 4 36 36.161+945.00 7.39 7º3'33.64" 19.664 6 59 50.521+950.00 12.39 11º50'2.37" 32.812 9 23 4.891+955.00 17.39 16º36'31.11" 45.733 11 46 19.261+960.00 22.39 21º22'59.84" 58.337 11 51 10.001+965.00 27.39 26º9'28.57" 70.5361+970.00 32.39 30º55'57.31" 82.2451+972.46 34.86 33º17'6.67" 87.809

gg mm ss

0 4 38.78-85 5 19.31-84 2 37.06

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-84 59 54.813 36 43.79

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Calculos Previos Azimut Rumbo ( R ) PROYECCIONES

Azimut Cte Rumbo gg mm ss gg mm ss E162.00 ### ### 162 0 0 ### ### ### ### ### #VALUE!

### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!### ### ### #VALUE! ### ### ### ### ### ### ### #VALUE!

#VALUE!

Φ SEN Φ gg mm ss Φ SEN Φ PARA EL AUTOCAD :0.04 0.0008 1 40 37.9 1.7 0.02.43 0.0424 6 27 6.6 6.5 0.1 737035.645,9334405.6074.82 0.0840 11 13 35.3 11.2 0.2 #VALUE!7.21 0.1254 16 0 4.1 16.0 0.3 #VALUE!9.59 0.1666 20 46 32.8 20.8 0.4 #VALUE!11.98 0.2076 25 33 1.6 25.6 0.4 #VALUE!14.37 0.2481 26 21 45.0 26.4 0.4 #VALUE!16.88 0.2903 #VALUE!

#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!

Φ SEN Φ gg mm ss Φ SEN Φ #VALUE!2.15 0.03753 0 13 15.9 0.2 0.04.54 0.07913 4 59 44.6 5.0 0.16.93 0.12058 9 46 13.3 9.8 0.29.31 0.16183 14 32 42.1 14.5 0.311.70 0.20279 19 19 10.8 19.3 0.314.09 0.24340 23 54 60.0 23.9 0.416.47 0.2836018.86 0.3232921.25 0.3624320.97 0.35782

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Φ SEN Φ gg mm ss Φ SEN Φ1.95 0.03395 1 2 11.1 1.0 0.04.33 0.07555 5 48 39.8 5.8 0.16.72 0.11702 10 35 8.6 10.6 0.29.11 0.15829 16 26 30.0 16.4 0.3

11.49 0.1992813.88 0.2399316.27 0.2801618.66 0.3199019.34 0.33125

Φ SEN Φ gg mm ss Φ SEN Φ1.98 0.03457 3 4 23.4 3.1 0.14.37 0.07617 7 50 52.1 7.8 0.16.76 0.11764 12 37 20.8 12.6 0.29.14 0.15890 17 23 49.6 17.4 0.37.92 0.13787 22 10 18.3 22.2 0.4

26 56 47.0 26.9 0.5

31 43 15.8 31.7 0.5

36 29 44.5 36.5 0.6

37 29 20.0 37.5 0.6

Φ SEN Φ gg mm ss Φ SEN Φ2.22 0.03878 2 17 4.9 2.3 0.04.61 0.08037 7 3 33.6 7.1 0.17.00 0.12182 11 50 2.4 11.8 0.29.38 0.16306 16 36 31.1 16.6 0.311.77 0.20402 21 22 59.8 21.4 0.411.85 0.20540 26 9 28.6 26.2 0.4

30 55 57.3 30.9 0.5

33 17 6.7 33.3 0.5

0 0 0.0 0.0 0.0

Φ SEN Φ0.08 0.00135### ###### ###

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### ###3.61 0.06300

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PROYECCIONES COORDENADAS

W N S X ( Este ) Y ( Norte )### ### ### 737035.645 9334405.607### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!### ### ### #VALUE! #VALUE!

PARA EL AUTOCAD :PUNTO

Coordenadas UTMX (Este) Y(Norte)

737035.645,9334405.607 P10 737035.645 9334405.607P11 #VALUE! #VALUE!P12 #VALUE! #VALUE!P13 #VALUE! #VALUE!P14 #VALUE! #VALUE!P15 #VALUE! #VALUE!P16 #VALUE! #VALUE!P17 #VALUE! #VALUE!P18 #VALUE! #VALUE!P19 #VALUE! #VALUE!P20 #VALUE! #VALUE!P21 #VALUE! #VALUE!

P22 #VALUE! #VALUE!

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DERECHA IZQUIERDA

195.75 164.25 128.25 488#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!

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LEVANTAMIENTO TOPOGRAFICO PARA CARRETERASELEMENTOS GEOMETRICOS DEL ALINEAMIENTO EN PLANTA

AZ 0 = 162 Coord. PI-0 X0 = 737035.645y0 = 9334405.607

ANGULO DE DEFLEXIONPI PI-V gg mm ss ang. (º) SENT. DIST. E R10 11 - - - 88.1111 12 33 45 0 33.750 I 91.06 2.700 60.00012 13 52 43 30 52.725 D 126.53 3.482 30.00013 14 10 29 0 10.483 I 40.17 1.008 240.00014 15 28 42 0 28.700 D 271.09 1.610 50.00015 16 58 2 0 58.033 I 119.36 5.742 40.00016 17 65 46 0 65.767 D 23.68 2.862 15.00017 18 63 23 50 63.397 D 83.63 2.630 15.00018 19 28 7 0 28.117 I 92.51 2.470 80.00019 20 47 24 40 47.411 I 33.32 2.765 30.00020 21 24 57 50 24.964 I 81.36 1.937 80.00021 22 66 41 10 66.686 D 20.50 1.281 6.50022 - - - -

* Sentido: I = Izquierda radio minimo 45D = Derecha tangente minimo 55

Replanteo de Curva Horizontal # 01

KILOM ARCO Φ CUERDA KILOMPC 1+033.80 0 ------- ------- PC 1+127.13

1+035.00 1.20 0º34'24.02" 1.201 1+130.001+040.00 6.20 2º57'38.39" 6.198 1+135.001+045.00 11.20 5º20'52.76" 11.185 1+140.001+050.00 16.20 7º44'7.13" 16.152 1+145.001+055.00 21.20 10º7'21.49" 21.091 1+150.001+060.00 26.20 12º30'35.86" 25.993 1+155.001+065.00 31.20 14º53'50.23" 30.850 PT 1+154.74

PT 1+069.14 35.34 16º52'30" 34.834

Replanteo de Curva Horizontal # 03

KILOM ARCO Φ CUERDA KILOMPC 1+244.39 0 ------- ------- PC 1+293.66

1+245.00 0.61 0º17'37.05" 2.460 1+295.001+250.00 5.61 2º40'51.42" 22.452 1+300.001+255.00 10.61 5º4'5.79" 42.405 1+305.001+260.00 15.61 7º27'20.15" 62.284 1+310.001+265.00 20.61 9º50'34.52" 82.055 1+315.001+270.00 25.61 12º13'48.89" 101.684 PT 1+318.701+275.00 30.61 14º37'3.25" 121.1361+280.00 35.61 17º0'17.62" 140.3781+285.00 40.61 19º23'31.99" 159.376

PT 1+288.30 43.91 20º58'0" 171.756

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Replanteo de Curva Horizontal # 05

KILOM ARCO Φ CUERDA KILOMPC 1+554.82 0 ------- ------- PC 1+682.80

1+555.00 0.18 0º5'17.86" 0.123 1+685.001+560.00 5.18 2º28'32.23" 3.456 1+690.001+565.00 10.18 4º51'46.59" 6.782 1+695.001+570.00 15.18 7º15'0.96" 10.096 PT 1+700.021+575.00 20.18 9º38'15.33" 13.3931+580.00 25.18 12º1'29.69" 16.6671+585.00 30.18 14º24'44.06" 19.9121+590.00 35.18 16º47'58.43" 23.122

PT 1+595.33 40.51 19º20'40" 26.500

Replanteo de Curva Horizontal # 07

KILOM ARCO Φ CUERDA KILOMPC 1+704.74 0 ------- ------- PC 1+775.67

1+705.00 0.26 0º7'25.35" 0.065 1+780.001+710.00 5.26 2º30'39.72" 1.314 1+785.001+715.00 10.26 4º53'54.09" 2.562 1+790.001+720.00 15.26 7º17'8.45" 3.805 1+795.00

PT 1+721.34 16.60 7º55'28.75" 4.136 1+800.001+805.001+810.001+815.00

PT 1+814.93

Replanteo de Curva Horizontal # 09

KILOM ARCO Φ CUERDA KILOMPC 1+874.23 0 ------- ------- PC 1+901.50

1+875.00 0.77 0º21'55.37" 0.383 1+905.001+880.00 5.77 2º45'9.74" 2.882 1+910.001+885.00 10.77 5º8'24.11" 5.375 1+915.001+890.00 15.77 7º31'38.47" 7.860 1+920.001+895.00 20.77 9º54'52.84" 10.331 1+925.00

PT 1+899.06 24.82 11º51'10" 12.324 1+930.001+935.00

PT 1+936.35

Replanteo de Curva Horizontal # 11

KILOM ARCO Φ CUERDAPC 1+995.73 0 ------- -------

1+995.00 -0.73 -1º39'8.98" -0.0791+854.00 -141.73 -68º19'47.83" -12.025

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1+856.00 -139.73 -67º17'5.58" -11.9411+858.00 -137.73 -66º14'23.33" -11.854

PT 1+1003.29 7.57 3º36'43.79" 0.819

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LEVANTAMIENTO TOPOGRAFICO PARA CARRETERASELEMENTOS GEOMETRICOS DEL ALINEAMIENTO EN PLANTA

Kilometrajes Coordenadas UTMT LC C PI PC PT X (Este) Y(Norte)

0+963.69 737008.418 9334489.40518.201 35.343 34.834 1+052.00 33.80 69.14 737035.645 9334405.60714.868 27.607 26.6429305 1+142.00 127.13 154.74 737107.156 9334349.23222.018 43.912 43.8512562 1+266.40 244.39 288.30 737105.003 9334222.72112.791 25.045 24.7844544 1+306.45 293.66 318.70 737111.639 9334183.10222.188 40.515 38.8051213 1+577.00 554.82 595.33 737022.523 9333927.0799.698 17.218 16.2879057 1+692.50 682.80 700.02 737097.382 9333834.1119.264 16.597 15.7635308 1+714.00 704.74 721.34 737086.660 9333812.998

20.033 39.258 38.8655419 1+795.70 775.67 814.93 737003.031 9333813.46813.173 24.824 24.1221936 1+887.41 874.23 899.06 736921.194 9333770.33117.709 34.856 34.5811111 1+919.21 901.50 936.35 736912.686 9333738.1164.277 7.565 7.14545962 1+1000.00 995.73 1003.29 736927.051 9333658.034

1+1019.52 - - 736909.953 9333646.724

Replanteo de Curva Horizontal # 02

ARCO Φ CUERDA gg mm ss1+127.13 0 ------- ------- 0 34 24.021+130.00 2.87 2º44'13.78" 2.865 2 57 38.391+135.00 7.87 7º30'42.51" 7.844 5 20 52.761+140.00 12.87 12º17'11.25" 12.768 7 44 7.131+145.00 17.87 17º3'39.98" 17.603 10 7 21.491+150.00 22.87 21º50'8.72" 22.317 12 30 35.861+155.00 27.87 26º36'37.45" 26.875 14 53 50.231+154.74 27.61 26º21'45" 26.643 16 52 30.00

Replanteo de Curva Horizontal # 04

ARCO Φ CUERDA gg mm ss1+293.66 0 ------- ------- 0 17 37.051+295.00 1.34 1º16'51.75" 2.236 2 40 51.421+300.00 6.34 6º3'20.49" 10.550 5 4 5.791+305.00 11.34 10º49'49.22" 18.790 7 27 20.151+310.00 16.34 15º36'17.95" 26.900 9 50 34.521+315.00 21.34 20º22'46.69" 34.824 12 13 48.891+318.70 25.05 23º54'60" 40.541 14 37 3.25

17 0 17.6219 23 31.9920 58 0.00

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Replanteo de Curva Horizontal # 06

ARCO Φ CUERDA gg mm ss1+682.80 0 ------- ------- 0 5 17.861+685.00 2.20 2º5'47.01" 1.097 2 28 32.231+690.00 7.20 6º52'15.74" 3.589 4 51 46.591+695.00 12.20 11º38'44.48" 6.056 7 15 0.961+700.02 17.22 16º26'30" 8.491 9 38 15.33

12 1 29.6914 24 44.0616 47 58.4319 20 40.00

Replanteo de Curva Horizontal # 08

ARCO Φ CUERDA gg mm ss1+775.67 0 ------- ------- 0 7 25.351+780.00 4.33 4º7'59.26" 11.532 2 30 39.721+785.00 9.33 8º54'28" 24.775 4 53 54.091+790.00 14.33 13º40'56.73" 37.846 7 17 8.451+795.00 19.33 18º27'25.47" 50.655 7 55 28.751+800.00 24.33 23º13'54.2" 63.1121+805.00 29.33 28º0'22.93" 75.1311+810.00 34.33 32º46'51.67" 86.6291+815.00 39.33 37º33'20.4" 97.5251+814.93 39.26 37º29'20" 97.377

Replanteo de Curva Horizontal # 10

ARCO Φ CUERDA gg mm ss1+901.50 0 ------- ------- 0 21 55.371+905.00 3.50 3º20'40.8" 9.335 2 45 9.741+910.00 8.50 8º7'9.54" 22.598 5 8 24.111+915.00 13.50 12º53'38.27" 35.704 7 31 38.471+920.00 18.50 17º40'7" 48.562 9 54 52.841+925.00 23.50 22º26'35.74" 61.083 11 51 10.001+930.00 28.50 27º13'4.47" 73.1801+935.00 33.50 31º59'33.21" 84.7691+936.35 34.86 33º17'6.67" 87.809

gg mm ss

-1 39 8.98-68 19 47.83-67 17 5.58

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-66 14 23.333 36 43.79

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Calculos Previos Azimut Rumbo ( R ) PROYECCIONESAzimut Cte Rumbo gg mm ss gg mm ss E162.00 2 18.00 0 0 0 S 18 0 0 E 27.23128.25 2 51.75 162 0 0 S 51 45 0 E 71.51180.98 3 0.97 180 58 30 S 0 58 30 W 0.00170.49 2 9.51 170 29 30 S 9 30 30 E 6.64199.19 3 19.19 199 11 30 S 19 11 30 W 0.00141.16 2 38.84 141 9 30 S 38 50 30 E 74.86206.93 3 26.93 206 55 30 S 26 55 30 W 0.00270.32 4 89.68 270 19 20 N 89 40 40 W 0.00242.21 3 62.21 242 12 20 S 62 12 20 W 0.00194.79 3 14.79 194 47 40 S 14 47 40 W 0.00169.83 2 10.17 169 49 50 S 10 10 10 E 14.36236.52 3 56.52 236 31 0 S 56 31 0 W 0.00

194.60

36.11 63.89

737105.003

Φ SEN Φ gg mm ss Φ SEN Φ0.57 0.0100 2 44 13.8 2.7 0.02.96 0.0517 7 30 42.5 7.5 0.15.35 0.0932 12 17 11.2 12.3 0.27.74 0.1346 17 3 40.0 17.1 0.3

10.12 0.1758 21 50 8.7 21.8 0.412.51 0.2166 26 36 37.4 26.6 0.414.90 0.2571 26 21 45.0 26.4 0.416.88 0.2903

Φ SEN Φ gg mm ss Φ SEN Φ0.29 0.00512 1 16 51.8 1.3 0.02.68 0.04677 6 3 20.5 6.1 0.15.07 0.08834 10 49 49.2 10.8 0.27.46 0.12976 15 36 18.0 15.6 0.39.84 0.17095 20 22 46.7 20.4 0.3

12.23 0.21184 23 54 60.0 23.9 0.414.62 0.2523717.00 0.2924519.39 0.3320320.97 0.35782

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Φ SEN Φ gg mm ss Φ SEN Φ0.09 0.00154 2 5 47.0 2.1 0.02.48 0.04319 6 52 15.7 6.9 0.14.86 0.08477 11 38 44.5 11.6 0.27.25 0.12620 16 26 30.0 16.4 0.39.64 0.16742

12.02 0.2083414.41 0.2489016.80 0.2890219.34 0.33125

Φ SEN Φ gg mm ss Φ SEN Φ0.12 0.00216 4 7 59.3 4.1 0.12.51 0.04381 8 54 28.0 8.9 0.24.90 0.08539 13 40 56.7 13.7 0.27.29 0.12682 18 27 25.5 18.5 0.37.92 0.13787 23 13 54.2 23.2 0.4

28 0 22.9 28.0 0.5

32 46 51.7 32.8 0.5

37 33 20.4 37.6 0.6

37 29 20.0 37.5 0.6

Φ SEN Φ gg mm ss Φ SEN Φ0.37 0.00638 3 20 40.8 3.3 0.12.75 0.04803 8 7 9.5 8.1 0.15.14 0.08959 12 53 38.3 12.9 0.27.53 0.13100 17 40 7.0 17.7 0.39.91 0.17218 22 26 35.7 22.4 0.411.85 0.20540 27 13 4.5 27.2 0.5

31 59 33.2 32.0 0.5

33 17 6.7 33.3 0.5

0 0 0.0 0.0 0.0

Φ SEN Φ-0.35 ###### ###### ###

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### ###3.61 0.06300

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PROYECCIONES COORDENADAS PARA EL AUTOCAD :W N S X ( Este ) Y ( Norte )

0.00 0.00 83.80 737008.418 9334489.405 737008.41751,9334489.404590.00 0.00 56.37 737035.645 9334405.607 737035.645,9334405.6072.15 0.00 126.51 737107.156 9334349.232 737107.15596,9334349.23230.00 0.00 39.62 737105.003 9334222.721 737105.00291,9334222.72062

89.12 0.00 256.02 737111.639 9334183.102 737111.63863,9334183.10250.00 0.00 92.97 737022.523 9333927.079 737022.52341,9333927.07854

10.72 0.00 21.11 737097.382 9333834.111 737097.38247,9333834.1111883.63 0.47 0.00 737086.660 9333812.998 737086.6596,9333812.9980981.84 0.00 43.14 737003.031 9333813.468 737003.03092,9333813.468418.51 0.00 32.22 736921.194 9333770.331 736921.19415,9333770.330910.00 0.00 80.08 736912.686 9333738.116 736912.68582,9333738.11553

17.10 0.00 11.31 736927.051 9333658.034 736927.05073,9333658.03371293.06 0.47 266.68 736909.953 9333646.724 736909.95278,9333646.72397

Comprobación 736909.95 9334223.19

PUNTOCoordenadas UTM

X (Este) Y(Norte)P10 737008.418 9334489.405P11 737035.645 9334405.607P12 737107.156 9334349.232P13 737105.003 9334222.721P14 737111.639 9334183.102P15 737022.523 9333927.079P16 737097.382 9333834.111P17 737086.660 9333812.998P18 737003.031 9333813.468P19 736921.194 9333770.331P20 736912.686 9333738.116P21 736927.051 9333658.034

P22 736909.953 9333646.724

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Page 28: Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

737008.41751,9334489.40459

737107.15596,9334349.2323737105.00291,9334222.72062737111.63863,9334183.1025737022.52341,9333927.07854737097.38247,9333834.11118737086.6596,9333812.99809737003.03092,9333813.46841736921.19415,9333770.33091736912.68582,9333738.11553736927.05073,9333658.03371736909.95278,9333646.72397

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LEVANTAMIENTO TOPOGRAFICO PARA CARRETERASELEMENTOS GEOMETRICOS DEL ALINEAMIENTO EN PLANTA

AZ 0 = 162 Coord. PI-0 X0 = 737035.645y0 = 9334405.607

PI PI-VANGULO DE DEFLEXION Curvas

gg mm ss ang. (º) SENT. E R0 1 162 0 0 162.000 I 88.111 2 33 45 0 33.750 I 91.06 2.700 60.0002 3 52 43 30 52.725 D 126.53 3.482 30.0003 4 10 29 0 10.483 I 40.17 1.008 240.0004 5 28 42 0 28.700 D 271.09 1.610 50.0005 6 58 2 0 58.033 I 119.36 5.742 40.0006 7 65 46 0 65.767 D 23.68 2.862 15.0007 8 63 23 50 63.397 D 83.63 2.630 15.0008 9 28 7 0 28.117 I 92.51 2.470 80.0009 10 47 24 40 47.411 I 33.32 2.765 30.000

10 11 24 57 50 24.964 I 81.36 1.937 80.00011 12 66 41 10 66.686 D 20.50 1.281 6.50012 - - -

* Sentido: I = Izquierda radio minimo 45D = Derecha tangente minimo 55

###Replanteo de Curva Horizontal # 01 ###

###

KILOM ARCO Φ CUERDA KILOMPC 1+069.91 0 ------- ------- PC 1+163.24

1+070.00 0.09 0º2'36.08" 0.091 1+165.001+075.00 5.09 2º25'50.44" 5.089 1+170.001+080.00 10.09 4º49'4.81" 10.079 1+175.001+085.00 15.09 7º12'19.18" 15.051 1+180.001+090.00 20.09 9º35'33.54" 19.997 1+185.001+095.00 25.09 11º58'47.91" 24.908 1+190.001+100.00 30.09 14º22'2.28" 29.776 PT 1+190.85

PT 1+105.25 35.34 16º52'30" 34.834

Replanteo de Curva Horizontal # 03

KILOM ARCO Φ CUERDA KILOMPC 1+280.50 0 ------- ------- PC 1+329.77

1+285.00 4.50 2º9'3.47" 18.016 1+330.001+290.00 9.50 4º32'17.84" 37.980 1+335.001+295.00 14.50 6º55'32.2" 57.879 1+340.001+300.00 19.50 9º18'46.57" 77.677 1+345.001+305.00 24.50 11º42'0.94" 97.340 1+350.001+310.00 29.50 14º5'15.3" 116.834 PT 1+354.811+315.00 34.50 16º28'29.67" 136.1261+320.00 39.50 18º51'44.04" 155.1811+325.00 44.50 21º14'58.41" 173.967

PT 1+324.41 43.91 20º58'0" 171.756

Dist. entre

curvas

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Replanteo de Curva Horizontal # 05

KILOM ARCO Φ CUERDA KILOMPC 1+590.93 0 ------- ------- PC 1+718.91

1+595.00 4.07 1º56'44.28" 2.716 1+720.001+600.00 9.07 4º19'58.64" 6.044 1+725.001+605.00 14.07 6º43'13.01" 9.362 1+730.001+610.00 19.07 9º6'27.38" 12.663 PT 1+736.131+615.00 24.07 11º29'41.74" 15.9421+620.00 29.07 13º52'56.11" 19.1941+625.00 34.07 16º16'10.48" 22.4131+630.00 39.07 18º39'24.85" 25.592

PT 1+631.44 40.51 19º20'40" 26.500

Replanteo de Curva Horizontal # 07

KILOM ARCO Φ CUERDA KILOMPC 1+740.85 0 ------- ------- PC 1+811.78

1+745.00 4.15 1º58'51.77" 1.037 1+815.001+750.00 9.15 4º22'6.14" 2.285 1+820.001+755.00 14.15 6º45'20.5" 3.529 1+825.001+760.00 19.15 9º8'34.87" 4.767 1+830.00

PT 1+757.45 16.60 7º55'28.75" 4.136 1+835.001+840.001+845.001+850.00

PT 1+851.04

Replanteo de Curva Horizontal # 09

KILOM ARCO Φ CUERDA KILOMPC 1+910.34 0 ------- ------- PC 1+937.61

1+915.00 4.66 2º13'21.79" 2.327 1+940.001+920.00 9.66 4º36'36.16" 4.822 1+945.001+925.00 14.66 6º59'50.52" 7.309 1+950.001+930.00 19.66 9º23'4.89" 9.784 1+955.001+935.00 24.66 11º46'19.26" 12.241 1+960.00

PT 1+935.17 24.82 11º51'10" 12.324 1+965.001+970.00

PT 1+972.46

Replanteo de Curva Horizontal # 11

KILOM ARCO Φ CUERDAPC 1+1031.84 0 ------- -------

1+1032.00 0.16 0º4'38.78" 0.0181+854.00 -177.84 -85º5'19.31" -12.949

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1+856.00 -175.84 -84º2'37.06" -12.9281+858.00 -173.84 -84º59'54.81" -12.903

PT 1+1039.40 7.57 3º36'43.79" 0.819

Page 34: Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

LEVANTAMIENTO TOPOGRAFICO PARA CARRETERASELEMENTOS GEOMETRICOS DEL ALINEAMIENTO EN PLANTA

Curvas Kilometrajes Coordenadas UTM

T LC C PI PC PT X (Este) Y(Norte)0+000.00 737035.645 9334405.607

18.201 35.343 34.834 0+088.11 69.91 105.25 #ADDIN? #ADDIN?14.868 27.607 26.6429305 0+178.11 163.24 190.85 #ADDIN? #ADDIN?22.018 43.912 43.8512562 0+302.51 280.50 324.41 #ADDIN? #ADDIN?12.791 25.045 24.7844544 0+342.56 329.77 354.81 #ADDIN? #ADDIN?22.188 40.515 38.8051213 0+613.11 590.93 631.44 #ADDIN? #ADDIN?9.698 17.218 16.2879057 0+728.61 718.91 736.13 #ADDIN? #ADDIN?9.264 16.597 15.7635308 0+750.11 740.85 757.45 #ADDIN? #ADDIN?

20.033 39.258 38.8655419 0+831.81 811.78 851.04 #ADDIN? #ADDIN?13.173 24.824 24.1221936 0+923.52 910.34 935.17 #ADDIN? #ADDIN?17.709 34.856 34.5811111 0+955.32 937.61 972.46 #ADDIN? #ADDIN?4.277 7.565 7.14545962 0+1036.11 1031.84 1039.40 #ADDIN? #ADDIN?

0+1055.63 - - #ADDIN? #ADDIN?

Replanteo de Curva Horizontal # 02

ARCO Φ CUERDA gg mm ss1+163.24 0 ------- ------- 0 2 36.081+165.00 1.76 1º40'37.88" 1.756 2 25 50.441+170.00 6.76 6º27'6.62" 6.742 4 49 4.811+175.00 11.76 11º13'35.35" 11.681 7 12 19.181+180.00 16.76 16º0'4.08" 16.539 9 35 33.541+185.00 21.76 20º46'32.82" 21.283 11 58 47.911+190.00 26.76 25º33'1.55" 25.878 14 22 2.281+190.85 27.61 26º21'45" 26.643 16 52 30.00

Replanteo de Curva Horizontal # 04

ARCO Φ CUERDA gg mm ss1+329.77 0 ------- ------- 2 9 3.471+330.00 0.23 0º13'15.85" 0.386 4 32 17.841+335.00 5.23 4º59'44.59" 8.708 6 55 32.201+340.00 10.23 9º46'13.32" 16.970 9 18 46.571+345.00 15.23 14º32'42.05" 25.114 11 42 0.941+350.00 20.23 19º19'10.79" 33.084 14 5 15.301+354.81 25.05 23º54'60" 40.541 16 28 29.67

18 51 44.0421 14 58.4120 58 0.00

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Replanteo de Curva Horizontal # 06

ARCO Φ CUERDA gg mm ss1+718.91 0 ------- ------- 1 56 44.281+720.00 1.09 1º2'11.11" 0.543 4 19 58.641+725.00 6.09 5º48'39.84" 3.037 6 43 13.011+730.00 11.09 10º35'8.58" 5.511 9 6 27.381+736.13 17.22 16º26'30" 8.491 11 29 41.74

13 52 56.1116 16 10.4818 39 24.8519 20 40.00

Replanteo de Curva Horizontal # 08

ARCO Φ CUERDA gg mm ss1+811.78 0 ------- ------- 1 58 51.771+815.00 3.22 3º4'23.37" 8.578 4 22 6.141+820.00 8.22 7º50'52.1" 21.847 6 45 20.501+825.00 13.22 12º37'20.83" 34.964 9 8 34.871+830.00 18.22 17º23'49.57" 47.839 7 55 28.751+835.00 23.22 22º10'18.3" 60.3811+840.00 28.22 26º56'47.04" 72.5051+845.00 33.22 31º43'15.77" 84.1251+850.00 38.22 36º29'44.5" 95.1621+851.04 39.26 37º29'20" 97.377

Replanteo de Curva Horizontal # 10

ARCO Φ CUERDA gg mm ss1+937.61 0 ------- ------- 2 13 21.791+940.00 2.39 2º17'4.9" 6.378 4 36 36.161+945.00 7.39 7º3'33.64" 19.664 6 59 50.521+950.00 12.39 11º50'2.37" 32.812 9 23 4.891+955.00 17.39 16º36'31.11" 45.733 11 46 19.261+960.00 22.39 21º22'59.84" 58.337 11 51 10.001+965.00 27.39 26º9'28.57" 70.5361+970.00 32.39 30º55'57.31" 82.2451+972.46 34.86 33º17'6.67" 87.809

gg mm ss

0 4 38.78-85 5 19.31-84 2 37.06

Page 36: Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

-84 59 54.813 36 43.79

Page 37: Lev. Top. Carreteras-TRAB. FINAL CHAMO3.xls

290 ###

Calculos Previos Azimut Rumbo ( R ) PROYECCIONES

Azimut Cte Rumbo gg mm ss gg mm ss E### 162.00 ### ### 162 0 0 ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?### ### ### ### #ADDIN? ### ### ### ### ### ### ### #ADDIN?

#ADDIN?

Φ SEN Φ gg mm ss Φ SEN Φ0.04 0.0008 1 40 37.9 1.7 0.02.43 0.0424 6 27 6.6 6.5 0.14.82 0.0840 11 13 35.3 11.2 0.27.21 0.1254 16 0 4.1 16.0 0.39.59 0.1666 20 46 32.8 20.8 0.411.98 0.2076 25 33 1.6 25.6 0.414.37 0.2481 26 21 45.0 26.4 0.416.88 0.2903

Φ SEN Φ gg mm ss Φ SEN Φ2.15 0.03753 0 13 15.9 0.2 0.04.54 0.07913 4 59 44.6 5.0 0.16.93 0.12058 9 46 13.3 9.8 0.29.31 0.16183 14 32 42.1 14.5 0.311.70 0.20279 19 19 10.8 19.3 0.314.09 0.24340 23 54 60.0 23.9 0.416.47 0.2836018.86 0.3232921.25 0.3624320.97 0.35782

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Φ SEN Φ gg mm ss Φ SEN Φ1.95 0.03395 1 2 11.1 1.0 0.04.33 0.07555 5 48 39.8 5.8 0.16.72 0.11702 10 35 8.6 10.6 0.29.11 0.15829 16 26 30.0 16.4 0.3

11.49 0.1992813.88 0.2399316.27 0.2801618.66 0.3199019.34 0.33125

Φ SEN Φ gg mm ss Φ SEN Φ1.98 0.03457 3 4 23.4 3.1 0.14.37 0.07617 7 50 52.1 7.8 0.16.76 0.11764 12 37 20.8 12.6 0.29.14 0.15890 17 23 49.6 17.4 0.37.92 0.13787 22 10 18.3 22.2 0.4

26 56 47.0 26.9 0.5

31 43 15.8 31.7 0.5

36 29 44.5 36.5 0.6

37 29 20.0 37.5 0.6

Φ SEN Φ gg mm ss Φ SEN Φ2.22 0.03878 2 17 4.9 2.3 0.04.61 0.08037 7 3 33.6 7.1 0.17.00 0.12182 11 50 2.4 11.8 0.29.38 0.16306 16 36 31.1 16.6 0.311.77 0.20402 21 22 59.8 21.4 0.411.85 0.20540 26 9 28.6 26.2 0.4

30 55 57.3 30.9 0.5

33 17 6.7 33.3 0.5

0 0 0.0 0.0 0.0

Φ SEN Φ0.08 0.00135### ###### ###

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### ###3.61 0.06300

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PROYECCIONES COORDENADAS PARA EL AUTOCAD :W N S X ( Este ) Y ( Norte )

### ### ### 737035.645 9334405.607 #VALUE! 737035.645,9334405.607### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #VALUE! #ADDIN?### ### ### #ADDIN? #ADDIN? #ADDIN?

PUNTOCoordenadas UTM

X (Este) Y(Norte)P10 737035.645 9334405.607P11 #ADDIN? #ADDIN?P12 #ADDIN? #ADDIN?P13 #ADDIN? #ADDIN?P14 #ADDIN? #ADDIN?P15 #ADDIN? #ADDIN?P16 #ADDIN? #ADDIN?P17 #ADDIN? #ADDIN?P18 #ADDIN? #ADDIN?P19 #ADDIN? #ADDIN?P20 #ADDIN? #ADDIN?P21 #ADDIN? #ADDIN?

P22 #ADDIN? #ADDIN?

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PARA EL AUTOCAD :DERECHA IZQUIERDA

737035.645,9334405.607195.75 164.25 128.25 488

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