NIVEL SUBRASANTE

1 SECCIONES DE CONSTRUCCIN DE SUBRASANTE EN VIALIDAD PROYECTO: CALCULO:

REVISO:APROBO:

TRAMO: VIALIDAD FECHA:DEL KM: HOJA:

AL KM: E L E V A C I O N E S

LADO IZQUIERDO EJE 1 LADO DERECHOTALUD CEROS HOMBRO SUBRASANTE HOMBRO CEROS TALUD

DIST. DIST. ESTACION DIST. DIST.ELEV. ELEV. ELEV. ELEV. ELEV.

1.5:13.23 2.79 0+000.000 11.29 11.75

1.5:12.00 3.515 3.806 3.750 3.524 3.215 -2.00

1.5:13.23 2.79 0+010.000 11.29 11.75

1.5:12.00 3.515 3.806 3.750 3.524 3.215 -2.00

1.5:13.23 2.79 0+020.000 11.29 11.75

1.5:12.00 3.515 3.806 3.750 3.524 3.215 -2.00

1.5:13.23 2.79 0+030.000 11.29 11.75

1.5:12.00 3.515 3.806 3.750 3.524 3.215 -2.00

1.5:13.23 2.79 0+040.000 11.29 11.75

1.5:12.00 3.515 3.806 3.750 3.524 3.215 -2.00

1.5:13.23 2.79 0+050.000 11.25 11.75

1.5:12.00 3.515 3.806 3.750 3.551 3.242 -1.77

1.5:13.23 2.79 0+060.000 11.13 11.75

1.5:12.00 3.515 3.806 3.750 3.628 3.321 -1.10

1.5:13.25 2.80 0+070.000 11.08 11.57

1.5:10.20 3.457 3.756 3.750 3.756 3.456 0.05

1.5:13.28 2.82 0+080.000 10.96 11.40

1.5:1-1.70 3.394 3.702 3.750 3.936 3.644 1.70

1.5:13.29 2.83 0+083.848 10.89 11.33

1.5:1-2.50 3.368 3.679 3.750 4.022 3.733 2.50

1.5:13.29 2.83 0+083.848 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+090.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+100.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+110.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+120.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+130.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+140.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+150.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+160.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+170.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+180.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+190.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+200.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+210.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+220.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

BOMBEO %

BOMBEO

%

2 SECCIONES DE CONSTRUCCIN DE SUBRASANTE EN VIALIDAD PROYECTO: CALCULO:

REVISO:APROBO:

TRAMO: VIALIDAD FECHA:DEL KM: HOJA:

AL KM: E L E V A C I O N E S

LADO IZQUIERDO EJE 1 LADO DERECHOTALUD CEROS HOMBRO SUBRASANTE HOMBRO CEROS TALUD

DIST. DIST. ESTACION DIST. DIST.ELEV. ELEV. ELEV. ELEV. ELEV.

BOMBEO %

BOMBEO

%

1.5:13.29 2.83 0+230.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+240.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+250.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+260.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+270.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+280.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+290.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+300.000 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.83 0+307.167 5.75 6.18

1.5:1-2.50 3.368 3.679 3.750 3.894 3.605 2.50

1.5:13.29 2.82 0+310.000 5.75 6.19

1.5:1-2.00 3.384 3.694 3.750 3.865 3.574 2.00

1.5:13.25 2.81 0+320.000 5.75 6.20

1.5:10.00 3.450 3.750 3.750 3.750 3.450 0.00

1.5:13.24 2.80 0+330.000 5.75 6.21

1.5:11.00 3.482 3.778 3.750 3.693 3.388 -1.00

1.5:13.23 2.79 0+340.000 5.75 6.21

1.5:12.00 3.515 3.806 3.750 3.635 3.326 -2.00

1.5:13.23 2.79 0+350.000 5.75 6.21

1.5:12.00 3.515 3.806 3.750 3.635 3.326 -2.00

1.5:13.23 2.79 0+360.000 5.75 6.21

1.5:12.00 3.515 3.806 3.750 3.635 3.326 -2.00

1.5:13.23 2.79 0+370.000 5.75 6.18

1.5:12.00 3.515 3.806 3.750 3.635 3.326 -2.00

1.5:13.23 2.79 0+380.000 5.75 6.21

1.5:12.00 3.515 3.806 3.750 3.635 3.326 -2.00

1.5:13.23 2.79 0+391.386 5.75 6.21

1.5:12.00 3.515 3.806 3.750 3.635 3.326 -2.00

VIALIDAD

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NIVEL SUBRASANTE